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Home My WebLink About2005-P09150 - addn/remodel/repair ' ' PERMIT CITY OF ORONO Permit ►vumber: 2750 Kelley Parkway- PO Box 66 Po9150 Crystal Bay, Minnesota 55323 Permit Type: Addition/RemodeURepair (952) 249-4600 Date Issued: 9/14/2005 SITE ADDRESS: 560 North Arm Dr Unit# Mound,MN 55364 PID: 06-117-23-31-0007 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Permit Type: Addition/RemodeURepair Permit Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 678•75 Valuation: $ 55,000.00 Plan Review Fee: $ 441.19 State Surcharge Fee: $ 27.50 TOTAL FEE: $ 1,147.44 APPLICANT: Owner/Self OWNER: Thomas& Susan Mazer M� 560 North Arm Dr Mound MN 55364 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK W STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANC�S AND STATE OF MINNESO��,DING CODE REQUIREMENTS. � � 3'LE,(-�� . � � ./��'� ��J � ' V � �_._- APPLICANT PERMITEE SIGNATU I SUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, l-Assessing,(If Septic, 1-Septic) Page 1 /� Total Fee: � � N llateReceived: ��—�- 2(X>5 Entered By: � Permit#: �C;>�I ��'j CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will bc started. (plense pruzt all informatioiz) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (cii•cle one) OWNER OR CONTRACTOR JOB SITE ADllRESS: .��v ��iif r9��Z �2 Zip: s-�3 6 `� Will this be a Parade of Homes,Remodelers Showcase Home or other llisplay Home? ❑ Yes � NO lf yes, n special eve�7t per•mit is reqziired ivith Po(zce Depar�lmenl attd City Coirnci!approvn! 60 dcrys prior to the event. Shuttle bus service wil!be required unless applicant demonsb-ates sufficient on-srte parking is avnilab/e. Non-permitted events wi/!not be alloived. NAME OF OWNER: � l u��S �. l��Z�� PHONE: (home) `�s Z^'Y�Z- "7�<s' j' (work) �/Z- 7�v -c� 7 z � MAILING ADDRESS: �� r27 rF �f�c°`-t E`�r� CITY: G%�'�� ZIP: ;S�� `f CONTRACTOR: �K�t; � �. (/L(�(Z�!� PHON�: CONTACT P�RSON: ��3v v L MOBILE/PAGER: MAILING ADDRESS: �i'�c,• c/ � CITY: ZIP: STATE LICENSE: # EXPIRATION DATE: ARCHITECT/F,NGINEER: ��.C� �,��t so� PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION: # TYPE OF WORK: New Addition Accessory Structure Move Home Remodel/Alteration � PROPOSED WORK(describe in detnin: ��v'i'lo�� ti�T�zy c�r4 y ,�,�z�t�2 ��ft/.r>� S'i'ORIES: SQ.FEET OF�ACH FLOOR: NO. OF BEDROOMS: GAI2AGE STALLS: ATTACHEI) DETACHED ESTIIVIATED CONSTRUC'I'ION VALUA'I'ION(excluding land): $ �.�� p�`' I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. � APPLICANT'S SIGNATURE: �Gr,�u� ►J. � llATE: - �-�'S� � � 31 Sec.13.04 RIGHT5 OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual.An individual asked to supply private orconfidential dataconcerning himselfshall be informed oY (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whetlier he may refuse or is legal ly required to supply the requested data;(c)any known consequence arising Gom his supplying or refusing to supply private or contidential data;and(d)Nie identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. Thc commissioner of revenue may place the notice required under this subdivision in Hie individual income tax or propertv tax refund instructions instead of on thosc forms. Subd.3. Aceess to data by individual. Upon request to a responsible authority,an individual shall be infonned whether he is the subject of stored data on individuals,and whether it is classified as public,private or contidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shali be informed of the content and meaning of that data. After an individual has been shown the private data and infonned of its meaning,the data need not be disclosed to him for six months thereaRer unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible audiority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may reyuire[he requesting person to pay the actual costs of making certifying,and compiling the copies. The responsible auUiority shall comply immediately,ifpossible,wi[h any request made purs�ant to this subdivision,or within tive days of the date of the request,exduding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. [f he caimot comply with the request within that time,he shall so inform the individual,and may have an additional fivc days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himsel£ To eaercise this right,an individual shall notity in writing the responsible authority describing the naturc of the disagreement.The responsible aufhority shail within 30 days either. (a)corcect the data ibund to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he bel ieves the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S.13.04,Subd.2,"Rights of subjects of data",we would like to infonn you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to deterniine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. lf your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. ]3.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. �o��/t S Q . /�1�z��2 , First Middle Last �6�' �%o�t7lf i'1-��t Q 2 A�ar�55 ' 02e��C� L�C�- S 5 3G`/ �S�Z- 7��y ��`�� City Statc Zip Phone 1 unde�sta ny rights as stated above. 1�-e'v-��Ch�. `� U "\ , Signatu 32 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: �'60 /vor�n�t Arzrn �0�• PID: DESCRIPT'ION OF WORK: (2,cw�o o�-Z. c.3n,T�t-�,, �J o rt.wk.vt T (Ce o r=�.�w.c Z0�1ni TG REY�W BY: DATE APPROVED: 9-�3-a5 BUILDIl�i G REVIE`V BY: DATE APPROVED: g-�3-o�- FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW � Yes � No SEWER CONNECI ION STATE SURCHARGE Yes ✓ No WATER CONNEC'ITON INVESTIGATION FEE Yes No r/ PARK FEE SAC Yes No �- STTEINSPECTION Number of SAC�Units OTHER (specify) ZONING CI�CK LIST Zoning District: Fire Department: Post Office: School Disuict: Lot Area: Sc.ft. Acres Width Depth Survey Submitted: Yes�_ No Date of Survey: o� f-i c.E. 6 •1��5; Proposed Setbacks: Front(Lake): «(B r f Right Side: � �o� Reaz(Street): lq0 � Left Side: ��il� Adjacent Structures: r� Y� Wetland: n�rr4 Building Height: Def. Hgt. b -(� Peal:Hgt. –' Lot Coverage: /�//� Grading: Staff Approval Date: � �� By: Council Approval Date: Septic: Staff Approval Date: — By: Zoning File: # � Resolution: # Resolution Date: Shoreland District: _��. Av�. Setback�: c�.1�- Bluff Setback: IJ �✓+ Lot Coverage: �- Ezisting Proposed Hardcover: 0-75' N� �,�� 7�-250' 2�0-500' 500-1000' Hazdcover Variance Required: Yes No cL Date of Council Approval: REI�IARKS (in house): BUILDING REVIEW CHECK LIST USC: R' 3 CONSTRUCTTON TYPE: �i� Sq Footage $Per Sq Ftg Basement x _ 1st Floor x _ 2nd Floor x _ Garage x = R - TOTAL Estimated Construction Value: $ �S S,oa o`� Inspections Required: Work Requiring Separate Permits: S ite Plumbing Fire Hardcover Removal Mechanical Water Connection _�F��g � Septic Sewer Connection _�Frami.ng Fireplace Lawn Inigation _�Insulation (Masonry) Other _�Wall Boazd (Mfg.) Well (State Permit} � F�� Grading/Filling Electrical (State Permit) Other REMARKS(IN HOUSE): . __------------------------------------------------ REV�W BY OTHERS: DATE: Access: Existing New Access Approval: Date gy; ------------------------------------ RENIARKS (TO BE NOTED ON PERiVIIT�: 8 � /� � ��'•��:, �� . � 205272 FRONT PORCH > -'`i�=,<,�"��'�� 2 �cs of 1 112'° x 9 114'" 1.3E Salid Sawn �fem-�ir#2 TJ-Beaa�'6.16 Sarfal Mnm:ar.:_�.;-.109786 ` Lser:^< 5;�;��`e5�3z:47 A^,? � �+ pp Pa9e1 EryineVersicn�.t.1S5 �G�i�a7 i"i�a�:�J��' �+!!E�-rc �R �?C�EE�S T�-!F �E?' �FSt��! �`��T�€�i � �5��'! '3"�� Lt��,�e�`:��f(�3� f9��.��; s,�� a S.��e:�r�2��u:�l��0�.2 � � 1 ! � --, �_.____� o�� e 3• —__` A�!!slireaQessie_r��s ar¢!�oriznr+tal. � Rrodtict DiaQram is Conceptual. L��S: Frnaiysis is for a t�rop�sam",�em�er. I ributary�aaci Flvidt�:s Prirnary Load Group-Roaf(psf):40.�Live at 125"�duration,15.0 uead va�t�a1�,��,_4_ Ty;� �Eas� !i,�e �Jea� !�cat9�a�± 4�p!E�:�tifn Cornrne:st Uniforin(pff} Roof(i 25} �0�.0 1 SO.0 0 Tc 7' ndds To �L'PPQP.TL: lnput �ea:ir.� :,'e::ica!Reacti�ns{tbs) t?etai! G�!h�! i4';dth L�:c�th iivelDex�:Un16�;/Tot�! 1 Wooci column 3.50" 1.76" 1540 i 598!0 i 2138 By�thers tJor7� 2 Woed ce;umn 3.50" 1 76" ?5^�Q/59&/d/2138 By�thers Nonn -See TJ 5�Ei:iFIE�'S/3VfL'JEl-tS GU�s'3�for c3etail(s}:3y Utners �3E5fi�tv C�?f�TRJLS: ��.�..__...._._.__.._.__....(4i�Xf�iiili"ii vcSSCjiF r:'�uPiiOi CCtI�iG� �CC.?:iOtl Shear Qbsj 203G -�1489 1734 Passed(86°i�) Rt.enci Span'i ui�der Roof loading �:�icmer,:{F*-Lbs; 33g3 33c3 �1n7 Pe,c�ed(g;=/�l ;d;ID Span 1 under F�aof Ic.ac:inc Live Load Defl(in) 0.076 0.222 Passed(U999+) M{U Span 1 under Roof ioading -ro«u;r cad Dtfl�sn; 0_9� 0.3�3 ��==A�ri r;�) t�tD Srar?1 �s�,,�er�?or_,f Ioaciing -Defiection Critzria:ST�C�iDARD(LL:U"36�,7L:U240). -Bracing!Lu):Atl compression edges{top and bottom)must he braced at 7'o�c unless detailed ofherwise. Proper attachment and pasiiioning of iateral bracing ;�rar�curFc�t�achiev�rnetnbBr 5tahility -7:�e aiio�able��ear stress(t='�j f18S�lOt�.'8�'1 11"fCfEBSEC�i�1J6 CO I'1C'CJO�@fttE2�O?�r�ilt�,G'�`?c?�:K'��ti�ti;Sfl�}i��S. 7e�ivv�i0�3}��ii,2�'Jiitiy'C.i�iGfB&SE. -F�nalysis f�aseci on vertical foads only and assumes structurai supporzs as ro;ed in fhe ir�pui. Axial loails are not considere�in this analysis. -An�aycis assc.;mes .r.,ntinu��?s memGer �ap�oints.splic�s and�inqer icint�sigrsfican:i�':educe memher periorman�e an�^ave�ot oeer,c��?�sic�e�e�. -Design assum=s adequate cor.±inuous latera!support ef the compression edge. �Ry.�EC�t�'�FOt;Yt�r t:)"1: �P�i?,�T��' !A!F�Rl�aAT9�n�; Terry Mikke�son 6FP F�lannina Cesian ��G�L�J3lfimore�t.r..e. suite 106 b;�,ir,e, P�"N 5544� Pnone:763-780-8d0�# df�planninndesi�n@viGi.com , ,_, . . -,;,._ _ ,, . -., . . � � 205272 FRONT PORCH _=��a.�- TJ-Eearr�5.16SerialNumbe�'4��"� 2 Pcs of 1 1i2" x 9 1/4" 1.3E Solid Sawn Hem-Fir#2 Page2 CngiUeVersio�n/1;�6.5 TF�lS FRQDUCT I�IIEETS OR EXC�EQS TNE SET f3ESl�aN �COl��L� ��R �� pLlt'4�lC�E� �.�!Q ��?A�S ��;�� ADDITiONAL NOTES: -lMPORTANT! The analysis presented is output from software devetoped by Trus Joist(TJ). TJ warrants the sizing of its products by this soflware wili be accomplishe�i,^,zccor�arsce:vith.TJ product @�sign crit�ria asz�c�de accepted design va(ues. Tha spscifc product�pp!icakicn,ir�p�#dssi�n laads,an�t stat�d dimensions have been provided by the soft�vare user. This output has nct been reviewed by a T.i Hssociate. -Not ali products are readily available. Check with your supplier or TJ technical representative for product availability. -Sofid sa,�h lurr�ber an�lysis is ir�ac�or�!�nce with 1997 t�lDS methociolnc�y and is solel,v presenteci for comparison purooses. Program limitations and assumptions about this analysis are available through the software's On-fine Heip. Trus Joist does not warrant ths analysis nor che performance oi salid sawn lumber materia�s. -Allowable Stress Design methodalogy srras used for Suilding Cacie UBC analyzinq Yhe sofid sawn iumber materra!listed above. -Note:See TJ SPECIFlER'S/BUtLDER`S GUIDES for multiple ply c�nnection. oR�JFCT!R!FOR!l4ATI0iV: OPEP.�T�Ji?t(�lFQ�'MATl01V: Terry Mikkelson DFP Plannin�De�ign 9100 haltimore st_n.e. suits 106 blaine,MN s5449 Pnone:76s-78Q-8Q04 dfpplanningdesign@visi.com �� 'f' 205272 „ 2ND FL BNI �vsv� "ul,�� 3 pcs of 1 3/4' x 14 2.OE Parailam0 PSL TJ-Sear�6.18 Serial Number.7004109786 � tis=r:2 ui62u'uSS�^<2�.36Hivi ��'S p�ODUGT MEE�'� UR EXC�E�S T'!ig SET DESIGN ?aye 1 Engir:A Versivn:1.16.5 �;f,��'4�� C�R �'H� A+PP�lC�T9{3N A�t� LO�►D� LE�T�� €��ril-a�7�1'jiv��:`alIlaz R•-ro��#�j�60;42 �� ------..- -2�'�"- s' R4!der!zensions are h4rizorrtal. Product Diagram is Conceptual. LOADB: Rnalysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Roof(ps�:40.0 Live at 125°.6 duration.15.0 Dead Vertwal Lr,ads: Type Ctass Live Dead Locat"son Appllcatiar: Comrr.ent Uniform(plf} Roof(1.25) 340.0 128.0 0 To i 4'6" AcJds To Tapered(pifj Roei{?.2�) 2�J4.�J Te 40.n 75.n To 15.0 Ct To 6'10" Adds Ta Tapere�i(pl� Rocii(1.25) 40.0 Ta 2G0_0 15.0 To;5.Q 6'10"To 13'8" Rdds To Poinl(Ibs) Roof(1.25) Q 2606 6" - Point(ibs) Roof(1.25} 0 264fi 13°2" - Poini(ibsj Roof(1.25) 0 3�504 6''s0" - Uniform(plfl Roof(1.25) 640.0 240.0 13`8"To 14'6" Adds To GUPPORTS: lnput Bear'sng Verticai Reactions(tbs} Detail Other Widtla Length Live/Deadtllp{ift/Tota! 1 V�lood column 3.50" 2.47" .s633/6494 1 0!9%27 L5 None 2 Wood column 3.50" 2.49" 4050/5744!0/9794 l5 None -See T.i SPECIFiER'S/BUiLDERS GUID�far detaii(sj:L5 DESfGN CJNTROLS: Maximurra �esig�s Cartiral Cantroi Location Shear(Ibs) �591 -7819 17763 Passed(44%} Rt.end Span 1 under Rooi loading �4omen±(Ft-Lbs) 30$9R 30898 5092R Passed(6`i°k�l M{D Span 1 under Raof loadinc Liv2 Lczd Defl(inl Q.2Q1 Q.472 Passed(V846; I!�ID Sran 1 un�er Rnr�f Inad�nr Total Load Qefl(in) Q.486 Q.708 Passed(L1350} M!D Span 1 under Roof loading -�^,�fiec:ic:,Crite^a:STAfVL'TRC(�L:Lt350,TL:L�240). -8racing(Lu):Ali compression edges(top and bottom}must be braced at 10'6"o%unless detaiied othervvise. Proper attachment and�,ositioning of lateral bracing is required to achieve member stability. Design assumus adeq�:ate ccntir,uo�s!aterai support ei the compression�ge. FRO.FECT(NrOf2MATlOfd: C3F�:ATC3f2 INt-:3i:1flATi�Pd: Terry Mikkelson �FP Plar,ning�Jesign 9100 baitimore st.n.e. suite 10fi biaine.MN 5544J Phone:763-780-8004 dfpplanningdesign@��isi.com . . ... -. ._-�� + ..-i.�.r, r __ ._ .,_ ...... p��bi.,: �►,,s� 205272 " 2ND FL BM `�I'�(v�v�q, rA 0.ryeifi.uvser R+�si�ss TJ-Seam�S6.16SerialNumber.7604109786 3 P�s of 1 3/4 x 14 2.OE Paratlam0 F' L • User_2 9t6f'P05 922�37 AM Page2 EngineVereion:l.Iti.S �"HIS r�RO[3UCT i�iE�T� OR EXCEiE�3S �'HE �E7 M3�SIt��1 CC3RTR�JLS FQR �i't-�� PPL.iCAT'60N At�D !�AL�S L9�TED Aaptrt�n�aL e��T�s: -IMPORTANT! The analysis presenteci is�utput from software develaped by Trus Joist(TJ). TJ warrants the sizing of its products by this saftware wiii be ac.comp4ished in a4cocdartce with TJ prc�uct des�gn criteria and cc�e a�cepted design vafues. The speci£c product applic¢tion,input dEsigr�laads,and staieci dirne+�sions havz been provided by tPte software user. ?his output has not been revieated by a TJ Assaciate. -Not ali products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JrJIST PRODUCTS C�NLY! PRODUCT SUBSTITUTION VOIDS TFiiS ANALYSlS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T.!Distribution product listed above. -Note:See T.1 SPECIF(ER'S 1 BUlL�JER'S G�JlDES for muftiple ply connection. P��JEC�ENFOF:h'!A3lOPJ: OPERkT�12 IRVFO(ZMAT{ON: Terry Mikkelson L�FP Pianning�Jesign 9t00 baftimore st.n.e. suite 106 blaine,P�iN 55�49 Phone:763-780-8004 dfpplanningdesign@visi.com �� ti,t� 205272 DORMER WDW �� "�K��` 2 Pcs of 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem-Fir#2 TJ-8earr�6.16 Senai Numbe�70QII109786 � Jser�.2 ^a/�1=��C�-9�.1v�.G^_.".":l 9 fl�t,? �RSlD��.+� IYIG��7 LJR �A�G�� rl� �7G I LJ�J�VIY Page 1 Engine Vers�orr t'16.5 ��NT6��3�� E� T�� I�ATI�P� A��3 4�C)A[?� LlSTE€� �;Gnz:s�c�Sl�g,�:fli�'�Rc�f SE,�t3e0r12 0 0 � �a._.. A A!!�timensions�re horizor�t�l. v � Rroduct Diagram is Conce�rtuaf. L�ADS: Analysis is for a Urop Beam Niember. Trib�tary Load Vvidtn:'I' Primary Load Group-Roof(psf}:40.0 Live at 125%duration.15.0 Dead �ler�ica�!oads: Type Class Live Dead Location Application Comrrsent iJniformipl� Ro�f(1.25) 26Q.0 98.0 0 To 5'3" Adds To Si1�POR i S: Inpu4 8earing Vertical Reactions(ibs) t?etaii Othet W9dth Length Live'DeadlUplitti'Fotai 1 Trimmers 1.50" 1.50" 788/3t18{0!1096 By Others None 2 Tririmers 1.50" 1.50" 788/308!0/1096 5y Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detaii(s):By Others �FSi�P! C�fATRC?LS: tJlaxim+am C3�si�n �Gnt�al Cantr�f Lo�ation Shear(ibs) 1Q96 -792 1359 Passed(58°loj Rt.end Span 1 under Roof loadinc� t!!omeni(Ft-Lb�) 1438 1438 2�g2 Pa�sc�(52%) Mip Span 1 tmder Roo#loading �i�.�e load Defl;i^) 0.041 0.175 Passed(L�99+) MID Span 1 �.mder Roof loading Total Load Defl(in) O.Q58 0.262 Passed(U999+) MID Span 1 under Reof loadinc� -�eflactio^Cr�;e:iu:uT;',{�D�Ru(LL:U:5Q,�L:L/2�F4j. -Bracing(Luj:Afl compression edges{iop and b�ttomj ix�usi t�e braced at 5'3"u/c ui�iess detaile�otherNise. Fro�x-r attachment and positioning af faterai bracing is required to achieve member stability. -The ailowrabie shear stress(rv)nas nn?been increased due t�the potential of splits,checks and shakes. S�e NDS for appiicabitity of increase. -Ar:alysis Gased on vertical loads oriy a�d assumes structural supports as�ot2d in the irput. �xia!loads ar��.ot considered in!his analysis. -Analysis assumes continuous merriber. Lap joints,splices and finger}ofnts significantly reduce member performance and have not been considered. -De�ign assumes adequate continue�s i�ter�i supp4rt of the compression edge. PROJ�CT lIOt�FfJFtR4AT{OPJ: Q�'�l�AT�Jl�Ii�lFC�F.NiAT�QN: Terry f�Sikkelson DFP Planning Desigr, 93��3 Galtimore st.n.s. SUItE�Q� �ains,f�4N 5544�3 Phone:163-780-8004 dfpplann�ngdesign@visi.com ,�,. ,.,�. ��=-`• -.�,, _ ;,"-.,.�._ �� j� � 205272 DORMER WDW -;�eam�6,6se��a�N��ey70041s09g86n� 2 Pcs of 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem-Fir#2 �_._e r 2 9/6/2005 9:13:03 AM �<,�2 E�9��e�e�s�o� ,�65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software wiil be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not aii products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkelson DFP Planning Design 9100 baltimore st.n.e. suite 106 blaine, MN 55449 Phone:763-780-8004 dfpplanningdesign@visi.com - , ; lrus Joi.st, , w � :�._ �._.__ _� �� 205272 N10N0 SCISSORS TRUSS � ��`�� 2 Pcs of 1 3i4" x 11 1/4" 2.OE Parallam0 PSL TJ-Beam�6.16 SeriaE NumEser:7W4109786 Usec 2 9!6/20c75 5.04�.45 AM p ��/�T C T�+ ,/� �(/'► C �+ T c �`p Fage 1 Engine Varsion�.t.i6.5 �� f\��iJ�.+C I�Y�L� 6 a7 LJ� E/li.��LQ� �� a7�i �C��v*S_� ��5��'��`S �C��? T�� PP`!�'A�'��8 �€�� L.�� l.��'�� 'j a�r#�e-�tE�+ei i��upe:6.�i92 iFcolfi Sesp�tSf9� � I Q � �� , z �. -- ��`�"-__-._.__.,.--------- Ali d�mensiqns are horizarrtal. Prnduct DiaQram is Conc�ptt�al. L�AD�. Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9' Primary Load Group-Roof(psfl:40.0 Live at 125%duration,15.0 Dead Vertica!Laads: TyRe �tass Live �ead Locatior. RC�licatBoR Gomme!?± Uniform(pf� Roof{1.25) 240.0 90.0 0 To 5' Adds To f�oint(Ibs} 400ft125) d 2809 5` - Uniferra(�1� ca��ft1.25) 80.0 30.Q 0 To 1��6�� A.dds To SUPPORTS: Irpu: �aar;zg Verticai R�acti�ns(lws; P!y De�th Naslir.g Deta�: Other lAtidth Lenglh Live/DeadNpliftfTota! Dsp4h 1 VVood c�(umn 3.50" 1.54" 1��3!2737!01450C NIA NIA N!A L5 Nona 2 TimSerstrand LSL E3eam 3.5U" Hanger 101%/1529!U!""16C� 1 12.i9" Nii�. H5:i op Niouni NangEr ivone -See TJ SPECIFIER'S/BUILQERS GUIDE for detail(s1:L5,H5:Top Mount Hanger Hia(�GERS: Simpson Sironq-Tie�Connsciors Suppart Modet Siope Skew Reverse Top Fiange Top Fiange Support�111ood FEang�s Offset Siope species 2 Top Mount Hanger WP1411.25X D28 6.5/12 0 NIA No 0 N/A -Nailing for Sunoori�: Face:N!!a,Top 2-i 6d.Member:2-N1 C, -Hanger at high end requires use of LSTA18 �JESfGN CU?V7RQLS: �Jiax[mu� i3esi�� Caratrut ��ndroi Locat9cn Shear(Ibs) 4512 dG11 9516 Passzd(42°l0} Lt.end Span 1 under Roof foading PAement(Ft-Lbs) i 55Q% 1�6�? 22453 Passed{?0%} MID Span 1 �mder R�!+f�oadin5 Live L,ad Def!iin) �.262 0.79R Pass�(LI?3�) M�D S�an 1 �!nder Reaf load�ng Tcta!Load�Jefl(in} Q.798 1.065 Passed(U244) M!D Span 1 under Rcof Ioading -D�i!�cf±�n�:r,feria:S i f��lD�RG(LL:�1�4Q,TL:L/i8{2;- -Bracing(Lu}:A!i compression edges(top and boiiomj musi oe oraced at�'1 Ci'o%unles5 detaiied�tt�e,-�vise. Pro�,er attachrnent and�,ositianing of fateral braeing is required to achieve member stability. -e�esign assumes adequate continuous lateral support of the compression edge. PPQJECT t�lF;}P,R"ATIQRI: �PEP.ATOP.l�JFQRA4�TlUN: �erry Mikkelson L�FP P{anning t�e�inn 9'!�JO haitimore st.n.e. suite 106 blaine,MN 55k49 Phone:i'63-%80-3u"v4 dfpplanningdesign@visi.com „ ; ,.. . .� . .�,� �_ ....,,, � _ _. _,.. � �T �� 205272 MONO SCISSORS TRUSS ,;,�, ��i��'.�/k '"`�`�""h:,�°"``�°`'°"' 2 pcs of 1 3/4" x 11 1/4" 2.OE Parallam0 PSL 5"J-Beam�6.16 Serial Number:7004109786 �User 2 9/6/2005 9:04:48 AM Pa9ez EngineVersion 1165 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. -(Minimum cut length)_(Overall horizontai length)x 1.137+6 1/8" PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkelson DFP Planning Design 9100 baltimore st.n.e. suite 106 blaine,MN 55449 Phone:763-780-8004 dfpplanningdesign@visi.com �,r_ , _� �_ ,_, _, �.�,SPr a,�s�a�ss ,- Iac3l.amU and Timr,_ �r�,3nd�� are re_�i.Sered r3,emarK� cf Tr»� 7�i^[, Simpso❑ Strong-Tie�i Con�ectozs is a r�qisr��o.� -�3�c,,.�ry_ cf Si,mps"n Srtong-Tie Company, Inc. . . . . �� ,��' ,205272 ,VAULTED HIP RAFTERS �v�f f� TJ-Searr�8.�8SerialNum��`� 1 314 x 9 1i2 2.DE Parallam0 P L � User.;: 5�oi'•;,�r�0��5.4G ktvi Page1 Engine`?ersion:l.1F.5 TE!!S PRQDIJCT �lIEET� �R E�CCEEpS TFlE SET i7ESIGfV ��f�T��L� Ff�� T�E aPPLlCAl'6{3!� A,�l� L�QAQ� LIST�� e`��c=t��r St�a�re:Sir oc�a�€Sio{�e�.5?'32 1 ~~~—~—�--�l–�� `,," 0� '� ' --�:'S"__---.__._ ` Atl dime�sions are h�rize�rtal. Fr�oduct Diapram is Conceptual. LOADS: Analysis is for a Header(Flush Beamj Member. Tributary Load Wicftn: 1' Primary Load Group-Roof(ps�:40.0 Live at 125%duration, 15.0 Dead �fe�tical L,^,ads: Type Class Live Dead Location Application Comment Tapered(pif� Roof(1.25) 44C.0 To 4Q.0 165.(3 To 15.0 0 To 1't'6" Adds To SiJFt'�Q�TS: lnput Bearing Vertica!Reactions(tbs) Pty Depth Nailing Detai9 Oth�r Width Length LivelDead/lip{iftlTotal Depth 1 Timbersirand LSL Beam 3.5U" Nanger 20'12/796/t�i 2809 i 9.50" �:ii-� Fi6:Top iviouni Hanger EJone 2 Timberstrand LSL Beam 3.50" i-fanger 1208/495/011702 1 9.50" N/A H6:Top Mount Hanger None -Ses TJ SPECIFIER'S 1 BUILDERS GUfDF for detail{�):H6:Top Mo�_�nt Hanger HANGERS: Simpson Stronq-Tie�Connectors jupp�at Nfa�el Slope Sdcer;r �2everse Top Fian�e T�p Ftange �vpport Waod Flar.ges Offset Slope Species 1 Top Mount Hanger WP9 0/12 0 N1A No � N/A 2 Top M�unt Hanger MIT3.5 Ulti2 U NfiH iVo 0 iviA -Rlailing for Support 1: Face:NtA,To�2-16d,Mem6er:2-N1 Q -Nailing for Support 2: �ace:2-16ci,Top 4-16d,N�ember:2-N10 DESIGN CONTRQLS: tv9ax3mur� Desiyn vontrol �ontral LOC4ticsn Shear(Ibsj 2616 2114 4018 Passed(53%) Lt.end Span 1 under Roof loading P.k�r;�e^t{F°-L'os) �9t3 ��13 c3161 p�ss?d(72�fo} f�Rin Span 1 under R�nf ioadin_c.� Live Lead Dsfl tir; 0.3a' 0.546 Passed�U33�) I�t!�Span 4 under Roof ioad�nr Tota{Load Defl;ir.) 4.542 0.728 Passed{L/242) MID Span 1 under Roof loading -Deflecticr,Criteria:S?,ANDl�RD;LL:U240,TLL/18Q). -Bracing(Luj:AI�compression edges(top and bottom)must be braeed at 5'11"�c unless dztailed othenr�ise. �raper attachment and pasition€ng oi iatera[ bracing is required to achieve member stability. -ne�ic3i?asstrn�adec�,l,ate continucn,�.i_ater�I cu�?ctrt c�i the c.�m,r,ressian edae. P-€'cJJEC i:N�ORMATEOIU: C�'E�,ATCR{I1!FO4h"!7TlON: Terry Mikkeison DFP?lannin�Design 9�0�baltimore st.n.e. suite 106 bfaine,h4N 5544�5 Phone:;63-780-z�C04 dfppfanningdesign@visi.com �.�_. � a..._i .- ..,�_�_ _.. .._<,<<. _ ,, . -.. -..:_. - --, �, ,,: �. � - ,_�_., _._ r >�: . . ,,: , .. . ^� �T � � �j►�� - �►.�t 205?7� VAULTEV hiii'RA.�TEKS .�..�_ ' "uey"',:"°Sef�°''"`�` 1 3/4" x 9 1/2" 2.OE Parallam0 PSL TJ=Beam�6.16 Serial Number:7004109786 'Usec 2 9/6/2005 8:55:41 AM Pa9e2 E�9+�e�e�s�o� ,,65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily availabie. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkelson DFP Planning Design 9100 baltimore st.n.e. suite 106 blaine,MN 55449 Phone:763-780-8004 dfpplanningdesign@visi.com Copgiiqht �J �0�%4 h�� Trus .._�__, a Weyerhaeu=er Businese Parallam� and Ti!:.hecStra:,d'.F` aie reqistered trademacks of Tnis Joisr. �imF?��n S.rcng-Ti.-�� "'cnnec�ors is a .,iste.-ad rr3�amark oi Simps�n �*r�ng-Tie �'ompany, Inc. - " � ��.�;. �. r�' � ''-�f��. . , �` * � � i Y� a� � !:�*Yt. r�,e� +.�Y`: iF��. . Permit Number RESclteck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le Data filename: P:�REScheck12005�205372-MN.rck PROJECT TITLE: 205372 COUNTY: Hennepin STAT'E: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DAT'E: 09/06/05 DAT'E OF PLANS: 9/06/OS PROJECT DESCRIP"TION: MAZER RESIDENCE REMODEL -, 560 NORTH ARM DRIVE ORONO,MN COMPLIANCE: Passes Maximum UA=509 Your Home UA=433 14.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1546 44.0 0.0 42 Wall 1: Wood Frame, 16"o.c. 2895 19.0 0.0 139 Window 1: Above-Grade:Vinyl Frame,Double Pane with Low-E 345 0.330 114 Door 2: Solid 18 0.140 3 Door 3: Glass 157 0.330 52 Door 4: Glass 24 0.330 S Basement Wall 1: Solid Concrete or Masonry 1033 10.0 0.0 60 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 9.0' Basement Wall 2: Solid Concrete or Masonry 207 10.0 0.0 1� Wall height: 4.0' Depth below grade: 3.5' Insulation depth: 4.0' Furnace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposcd Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.330 0.370 . � Includes Foundation Windows>5.6 ft2 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has bcen designed to meet the 2000 Minnesota Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchec/�and to comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/Designer Date �� ( � �w" - DATE TIME � CITY OF ORONO ✓-'' CALLED IN 11'/.S-i-� INSPECTION NOTICE �j� SCHEDULED i j �-(7� 3 � 3v PERMIT NO. ��V COMPLETED � �" I��<?1 ��: iJ ADDRESS �Co U /V • /S�-r��'►'t ,O� OWNER CONTR. �(3YV� �.t�,�� TELEPHONE NO._ gS.� tf�7oZ- 7 cS�S� � DESCRIPTION o��fa-�'l dY� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULAT�ON 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL `/ 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�(.YES_NO A � COMMENTS: � W a � i , � �� iZ � �c a � � 0 � W � Q � Z W � W � � � 1��WORKSATISFACTORY:PROCEED C� PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP OFDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on si : c" Inspector. � �i f� �\ White Copyllnspector's File Canary Copy/Site Notice DAT TIME � � � `�° . ! CITY OF ORONO CALLED IN INSPECTION NOTICE. scHEou�Eo I/-/ -Q4` ;�._ ��ii PERMIT NO.��C�y�S �a COMPLETED ADDRESS .�Cl' � /�C�� C.�",r/!2, J OWNER ��'� ,,G��.��j_ CONTR. ,�'�"?��'_-�._ TELEPHONE N0. `JS v� G��c�i ��(�7 2til�,i.. ,t;�„�� DESCRIPTION �-�,�z`'�=�_'?�' t� 01 FOOTIN�.___ 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � �MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � � O 03 IN LATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � a o �.�� 0 � W � Q ti Z W � w � � a W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne� t inspection 24 hours in advance. (952� 249-46�� OwnerlCont��o, s e: Inspector_ White Copyllnspector's File Canary CopylSite Notice � �.�/ �. /�,�r DATE /� TIME CITY OF ORONO �cALLED IN � � �T' INSPECTION NOTICE /� SCHEDULED � PERMIT NO. ��// COMPLETED ADDRESS �7 CO O �-� /9�� 1� : OWNER �^�YY\ rn� /�✓�1- CONTR. TELEPHONE NO. ` �� 7 �� `�� DESCRIPTION _ Y" ' �� l �G%Y✓��' ��l�L�� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING Ri 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � � W t ` a � � O � � O � W � Q � 2 W � W � j d � WORKSATISFACTORY:PROCEED PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED �� ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTfON REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next i spection 24 hours in advance. (952� 249-4600 OwnerlContr r 't Inspector. � White Copyllnspector's File Canary CopylSite Notice