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Home My WebLink About2005-P09169 - addn/remodel/repair ' ' PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p09169 Crystal Bay,'Minnesota 55323 Permlt Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 9/27/2005 SITE ADDRESS: 849 Brown Road N Unit# Long Lake,MN 55356 PID: 27-118-23-34-9999 DESCRIPTION: UBC Occupancy R3 Consri-uction Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Permit T e: Addition/RemodeURepair Permit Sub-type(s): Addn/Remodel/Repair YP DETAILS: Approved per resolution#: Separate permits required: Electrical(state) NOTICES/REMARKS: Adding Deck&Screen Porch FEE SUMMARY: Pernut Fee: $ 818�75 valuation: $ 75,000.00 Plan Review Fee: $ 532.19 State Surcharge Fee: $ 37.50 TOTAL FEE: $ 1,388.44 APPLICANT: Hossnpat Construction OWNER: Mark Schwarzmann 18105 -31st Avenue N 3060 Nathaniels Green Plymouth,MN 55447 Williamsberg,VA 23185 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � ' '� . � � �t' l �C%`:� C_, �_r.�%;�._C�� PL CANT �RMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 a, � � `�,', q .u, nS Total Fee: $ .��'• `�7 Date Received: �� / Entered By: Permit#: � /� ' (�5 CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. � (please print all information) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: � 4 �� I�'�,�;�;,;r. 'I��:� ��;c��"h ZIP: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � NO lfyes, a special event permit is required with Police Department and Ciry Council approva! 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. NAME OF OWNER: 1'1'�c,,,� 5�1��;c.,- Zm�,�.n; PHONE: (home) (work) MAILING ADDRESS: g�� ,,;,� �.1�, ,1;cr 1`�, CITY: I-�� 1�.:., c ZIP: CONTRACTOR: N;s�npa� ('ohs�r�c�•`,n PHONE: CONTACTPERSON: S'c��-�k ��e.b.c:- MOBILE/PAGER: �;��-o�\- �,��/ MAILING ADDRESS: � p, ,��,5 �6 S I�� 7'v. CITY: �r�,,�;�:� ZIP: ��''�'� STATE LICENSE: # �C �c.��.3_�i� EXPIRATION DATE: �3�-.3� -c�s- ARCHITECT/ENGINEER: �1- �P �1 t�hn,►� � U�S,�,n, PHONE: MAILING ADDRESS: �t�tx $<►1�„�` 5�- t�� ,5�.�f�Y�CITY: ;P�,�an� ZIP: 5 y NAME: i��..�, m,��k�%�,� REGISTRATION: # TYPE OF WORK: New _� Addition Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detai�: ,1,1,n,: � ��k � �c�z� ��r�1� STORIES: SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �� [�v� 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: DATE: �1��-bS' 31 � � •. f Sec.13.04 RIGHTS OF SUBJECTS OF Dr�TA 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 or confidential dataconcerning himselfshall be informed of: (a)the purpose and intended use of the requested data within the col lecting state agency,pol itical subdivision,or statewide system;(b) �uhether he may refuse or is legally required ro supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities aud�orized 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. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tar refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subjec[of stored data on individuals,and whether it is classitied 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,shall be informed of the content and meaning oFthat 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 thereafter 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 require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within Yive days of the date of the request,excluding Saturdays,Sundays and legal hol idays,if immediate compliance is not possible. If he cannot comply with the request wi[hin that time,he shall so infonn the individual,and may have an additional tive days within which to comply with the request,excluding Saturdays, Swidays 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 f. To exercise this right,an individual shall notily in writing the responsible authority describing the nature ofthe disagreement. The responsible authority shall within 30 days either. (a)correct the data found 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 believes the data to be correct. Data in dispute shall be disclosed only if the individuaPs stafement 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[o contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a pern�it 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 detern�ine your c�ualification 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 a�encies 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. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. � �S��- f�1��v 2-�.��,� First Middle Lxst ; s s� 1-�,� � �� a� � t��s5 I��,tis M�v 5�3a5 9 s-d-�gg�ov10 City St�te Zip Phone I understand my rights as stated�bove. � v Signature j'7 t Total Fee: $ Date Received: Entered By: Permit#: CITY OF ORONO - BUILDING PERM APPLICATION All information must be submitted in full befo e plan review will be started. (plecrse print all infar zation) ---------------- -------------------------------------------------- ---------------------------------------------------- THE APPLICA T IS: (circle one) OWN R OR CONTRACTOR JOB SITE ADDRES : ZIP: Will this be a Parade of omes, Remodele s Showcase Home or other Display Home? ❑ Yes ❑ No If yes, pecial event pei�•rr t rs reqarired��vith Police Departme��t and Giry Council appi-oval 60 days p•'or to the event Sln�ttle bi�s service tivill be r•eguired zrnless applicant dernonstrates sar�cier�t o -site parkir g is available. Non-perr��itted events will not be allo�ved. NAME OF OWNER: PHONE: (home) (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: PHONE: CONTACT PERSON: MOBILE/PAGER: MAILING ADDRESS: ' CITY: ZIP: STATE LICENSE: # EXPIRATION DATE: ARCAITECT/ENGIN R: � PHONE: � MAILING ADDRESS. \ CITY: ZIP: NAME: REGISTRATION: # i TYPE OF WORI� New Addition Accessory Structure ' Move Home Remode Iteration PROPOSED;V�ORK(rlescribe in rletain: i STORIES: SQ.FEE'I'O�'EACI�T FLOOI�: 1�0. OF BE ROOMS: GARAGE STALI.S: ATTACHED DETACHEI) I ESTIMAT D CONSTRi1CTION VAi��1ATION(excluding land): � 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: DATE: 3l CHECK OFF LIST FOR ISSUAl�TCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: g Y�i (3�u•� (l�u� /�►. PID: DESCRIPTION OF WORK: --� c�dw �e-c.�... ZO�tni TG REV�`V BY: DATE APPROVED: 9•2�- o� BUII�D�G REVIE`v BY: — DATE APPROVED: g ,z� . 0 3' FEES TO BE CHA.RGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes r/ No SEWER CONNECTION STATE SURCHARGE Yes � No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) --------------------------------------------------------------------------------------------------------------- Z0�1IVG CH�CK LIST Zoning District: Fire Departmen[: Post O�ce: School District: Lot Area: Sc.ft. Acres Width Depth Survey Submitted: Yes�c_ No Date of Survey: p�r F�t�l:— . '7'Z'' °`( Proposed Setbacks: F'�t (Lake): 300� � Right Side: g� � � N B�eer (Street): �'�� Left Side: ��/Z� j S Adjacen[ Structures: A7"%79G/*e� Wetland: l�' 'r' �y+ � Buildin� Hei�ht: Def. Hgt. �f.0 �� Peal+Ho�• �•l� Lot Covera�e: N (/a Grading: Staff Approval Date: �"' By: Council Approval Date: Septic: Staff Approval Date: -- By: Zoning File: # Resolution: # Resolution Date: Shoreland District: , Av�. Setback: '� Bluff Setback: �1/; /'1 L,ot Coverage: i✓��' Existin� Proposed Hardcover: 0-7�' v 7�-250' �;� 2�0-500' �00-1040' Hardcover Variance Required: Yes Iv'o �_ Date of Council Approval: RE�iARIiS (in house): BUILDING REVIEW CHECK LIST �C� ,`� 3 CONSTRUCTION TYPE: V'►^� Sq Foota;e $ Per Sq Ftg Basement x _ lst FIoor z = 2nd F1oor x = Garage z = R = TOTAL Estimated Construction Value: $ 7 �,�� Inspections Required: tiVork Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection X Footing ' Septic Sewer Connection � Framing Fireplace Lawn Irrigation d Insulation (Masonry) Other Wa11 Board —� (Mfg.) Well (State Permit) —�F�� Grading/Filling Ot Electrical (State Permit) Other RENIARKS (IN HOUSE): ' �-- ------------------------------------------------------------------------------------------------------ REV��V BY OTHERS: DAT'E: Access: Existin; NeW � Access Approval: Date BY: -- --------------------------------------------------------------------------------------------------------- REVIARKS (TO BE NOTED ON PERNIIT�: 8 _,#�� --�;� � ;.;.� , �� , � �ff�� ♦�� 202196 SCREEN PORCH ' � ��rr f4uinras �� n ,•.•...�:4� TJ-Beamm6.765erialtdumber:700410�;&6 2 Pcs of 1 3!4 x 11 7/8 2.OE Parallam0 PSL User t�9/7/2005 8:11:11 AM '� Page1 EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN - � CQNTROLS FOR 7HE APPLICATIDN AND LOADS LISTED 1 �� a � ,�•�•• A Pioduct Diag�am is��onceptual. �oa�s: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Pnmary Load Group-Residential-Living Areas(ps�:40A Live at 100%duration,15.0 Dead Vertical Loads� Type Class Live Dead Location Application Comment Uniform(plfl Floor{1.00) 447.0 168.0 0 To 10'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDeadlUplifUTotai 1 Wood column 5.25" i 50" 2552!1 Q27/0!3579 L1:Blocking 1 Ply 1 3!4"x.11 ?/8"2AE Parailarn�PSL 2 Wood column 5.50" 1.50" 2562/1031 /0/3593 L1:Blocking 1 Piy 1 3/4"x 11 7/8"2.OE Parallarr�PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESlGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3365 -2604 8035 Passed(32%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs} 8290 8290 19902 Passed(42%) INID Span 1 under Floor ioading Live Load Defl(in) 0.122 0.246 Passed(U968) MID Span 1 under Ffoor loading Total Load Defl(in) 0.171 0.246 Passed(L/690) MID Span 1 under Floor loading -Deflectiort Criteria:Specrfied(LL:V480,TL:U48Q). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDiTIONAL NOTES: -IMPORTA►VT! The anafysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accamplished in accordance with TJ product design criteria and code accepted design�alues. 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. -THfS ANALYStS FQR TRUS JOIST PRODUCTS ONLY! FROQUCT SUBSTITUTION VOIDS THIS AIVALYSIS. -AIlowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribu6on product listed above. -Note:See TJ SPEClFlER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR tNFORMATlQN: Terry Mikkelson dfp planning design 9100 balGmore st.ne suite 106 blaine,MN 55449 Phone:763-7&4-�004 Fax :763-780-8015 dfpplan ningdesign@visi.com �'opyright ;.. '?BOii lly Z-n�r: JoisL, a Ncyerh�e¢sa. ...sincas Par:�llartC�: is a reoisfered tzadexarY. of Trus Joist. �� 202196 SCREEN PORCH TJ-Beam�6.}6SerialPJu"m��7,'�4��86"�` 2 Pes of 1 3/4" x 11 7/8" 2.OE Paraliam� PSL uSE� i�sn;200.5 E:C8:36 AM Paae7 EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � � � �.�.. ,. P�ocluct Diag�.�m is�:once��tt�al. �oa�s: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(ps�:40.0 Live at 100�a duration, 15.0 Dead Verticai Loads: Type Class Live Dead Location Application Comment Tapered{pff} Floor(1.00) 310.0 To 190.0 116.0 To 71.0 0 To 5'6" Adds To SUPPORTS: fnput Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDeadlUpliftlfoYal 1 Wood column 5.25" 1.50" 858/357/0!1215 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL 2 Wood column 5.25" 1.50" 737/311 /0/1048 L1:Blodcing 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL -See TJ SPECIFtER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1062 -548 8035 Passed(7%) Rt.end Span 1 under Floor loading Moment(Ft-Lbsj 1223 1223 19902 Passed(6%) MID Span 1 under Flaor ioad+ng Live Load Defl(in) 0.006 0.122 Passed(V999+) MID Span 1 under Floar loading Total�oad Defl(in) 0.009 0.122 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:Spec�ed(LL:U480,TL:V480}. -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"oJc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDiT10NAL NOTES: -IMPORTANT! The analysis presented is output from sofiware developed by Trus Joist(TJ). TJ warrants the sizing of its products by this sofiware 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 afl products are readily available. Check with your supplier or TJ technical representative for product availability. -TFi1S ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYStS. -Allowable Stress Design methodology was used for Building Code UBC 2natyzing the TJ Distnbution product listed above. -Note:See TJ SRECtFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT lNFORMATION: OPERATOR INFOl2MATION: Terry Mikkefson dfp planning�esign 91 d0 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplan n ingdesign@ visi.com CbpyrighL c 2004 hy Trus Jois`, a Weyerh�miscr Husines5 Parallam:� is a regisLered tcademark of Trus Joist. '�� 202196 SCREEN PORCH TJ-8earr�6.15SerialPJu"m�L'�ri004 O��SG�Ks 2 pcs of 1 3/4" x 11 7/8" 2.OE ParailamO PSL use� �.s<<rzc�,ss.c�4ctir�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version�.1.16.5 CONTROLS FOR TIHE APPLICATiON AND �OA�S LlSTED � �� •� 9 �' �.�.. � P�acl��ct[Na<�am iv i:once�pttial. LOADS: Analysis is for a Header(F�ush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf�:40.Q Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 240.0 To 310.0 90.0 To 116.0 0 To 2' Adds To Tapered(plf} Floor(1.00) 31Q.0 To 36Q.Q 116_4 To 135.0 2'To 7' Adds To Tapered(plfl Floor(1.00) 360.0 To 310.0 135.0 To 116.0 7'To 9'2" Adds To Point(fbs) Floor(1.00) 0 1202 7'3" - SUPPORTS: Input Bearing Vertical Reactions�Ibs) Detail Other Width Length LivelDead/Uplifflfotal 1 Wood column 5.25" 1.50" 1596/883/0/2479 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL 2 Wood column 5.25" 1.50" 1721 /1681/0/3402 L1:Blocking 1 P!y 1 3/4"x 11 718"2.OE Parallarr�P5L -See TJ SPECIFIER'S/BtJILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -3246 -2665 8035 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5823 5823 19902 Passed(29%) MID Span 1 under Floor loading Live Load Defl(in) 0.055 0.214 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.495 0.214 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:Specified(LL:U480,TL:V480}. -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o!c unless detailed othervvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -iMPORTANTI The anafysis 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 spec�c product application,input design loads,and statett dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not alf products are readily available. Check with your supplier or TJ technica{representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -RIlowable 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. PROJECT INFORMATION_ OPERATOR tNFORMATION: Terry Mikkelson dfp planning design 9100 baltimore st.ne swte 106 blaine,MN 55449 Phone�763-780-8004 Fax :763-780-$015 dfpplan n ingdesign@visi.com ^cyricht �. dl'1��7 by Trus Joist, a weyerhaeuser tlusiness Parallalrr�> is a registered trademark of Trus .loist. �� ,��`' 202196 SCREEN PORCH �� `��Y��"�'��5`'�s; 2 pcs of 1 3/4" x 11 7/8" 2.OE Parallam0 PSL TJ-�arr�G.16 Serial NumL,e[700410978G Usec i •9/7l200580226AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESfGN Page 1 Engine Version:1_76.5 CONTROLS FOR THE APPLICATION AND LOADS LISTED .+ '� � �.�.. ,� P�oclikt Diig�am is Conce��tuil. �oAos: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(ps�:40.0 Live at 100%duration,15.0 Dead Vertical Loads Type Class Live Dead Location Application Comment Tapered(pt� Flaor(1.00) 310.�To 390.� 116.0 To 146.0 0 To 6'6" Adds To SUPPORTS: Input Bearing Vertical Reactions Pty Depth Nailing Detail Other Width Le�gth (Ibs) Depth LivelDead/U p I iftlf ota I 1 Wood column 525" 1.5Q" 1224/501 /0/1725 N/A N/A N/A L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL il 2 Microllam LVL 3.50" Hanger 1311 /533!0/1843 N/A N/R N/A H1:Face Mount None �m Hanger 'I -See TJ SPECIFIER'S!BUILDERS GUtDE for detail(s):L1:Blocking,H1:Face Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESlGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -1668 -1083 8035 Passed(13%) Rt.end Spa�1 under Ftoor loading Moment(Ft-Lbs} 2387 2387 19902 Pzssed(12°/a) MID Span 1 under Floor loading Live Load Defl(in) 0.016 0.147 P2ssed(U999+} MID Span 1 under Floor loading Total Load Defl(in) 0.022 0.147 P2ssed(V999+) MID Span 1 under Floor loading -DefEection Criteria:Specified(LL:U480,TL:U484}. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed othervvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkelson dfp plannirfg design 9100 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplanningdesign@visi.com �npyriqht ��5 2009 6y Trns Joist, a Weyerhaeuser Busir.ess Pacaliam"^: and Micmllamr� are reqisteretl [rademarY.s of Trus Joist. �.� �j� r,�f 202196 SCREEN PORCH f.��.i Au�1ifll.lC'i1�C(I�115111LTi 2 pcs of 1 3/4" x 11 7/8" 2.OE Parallam0 PSL TJ-Beam�6.16 Seiial Plumber 700410�78G Uset.1 ,9rl2005 8:02:26 AM Page2 EngineVersion:1.16.5 THIS PRODUCT IhAEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR TFiE APPLICATION AND LOADS LISTED ADDITIOfVAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this sofiwane will be accompiished in accordance with TJ product design criteria and code accepted design values. The specific product appiication,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 avaiiabie. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUT�ON VOIDS THiS ANALYSIS. -Ailowabie Stress Design methodology was used for Building Code UBC anaiyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATfON: OPERATQR INFORMATION: Terry Mikkelson dfp planning design 9100 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplann ingdesign@visi_com �-op��rir7ht e�'�� 2009 by Tros Joist, a Weyerhaeuser Business Yarall�m.��: and 24zcrollam�•� are r=gistered trademark.s of 1'rus aoist. ��j�� 202196 SCREEN PORCH '�"`"`''�'�""``�"`""; 2 pcs of 1 3/4" x 11 7/8" 2.OE Parallam0 PSL TJ-Beam�)6.16 Serial tiumber 70041�78G User.1,9/6l20054:28:40PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paga 1 Engir�e Version:1.16.5 CONTROLS FOR THE APPLICATtON AND LOADS LISTED �� b -�3' �. P�oduct Diag�a�y�is C�►nceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psfl:40.0 live at 100°lo duration,15.0 Dead Verfical Loads: Type Class Live Dead Location Application Comment Uniform(plf} Floor(1.00) 310.0 116.0 0 To 1�'2" Adds To Uniform(pIfl Floor(1.00) 340.0 128.0 10'2"To 13' �dds To SUPPORTS: Input Bearing Vertical Reactio�s(Ibs) Detail Other wdth Length Live/DeadlUpliftlfotaf ' 1 Wood column 5.25" 1.50" 2283/939/0!3222 L1:Blocking 1 Pfy 1 3(4"x 11 7I8"2.OE Parallarr�@ PSL 2 Wood column 5.25" 1.50" 2352/967/0/3319 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Contro! Control Location Shear(Ibs) -3152 -2554 8035 Passed(32%} Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 9523 9523 18902 Passed{48%} MID Span 1 under Floor loading Live Load Defl(in) 0.209 0.309 Passed(U709) M!D Span 1 under Floor loading Total Load Defl(in) 0.295 0.309 Passed(U503) MID Span 1 under Floor loading -Qeflection Criteria:Specrfied(LL:U480,TL:U480). -Bracing(L�)_All compression edges(top and bottom)must be bracecl at 9'2"o/c unless detailed otherwise. Pmper attachment�r�d positioning of lateral bracing is required to achieve member stability. ADDIT{ONAL NOTES: -IMPORTANT! The analysis presented is output from sofiware developed by Trus Joist(TJ). TJ warrants the sizing of its products by this soflware will be accomplished in accordance with TJ product design criteria and code accepted design values. The spec�c product appfication,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not afl products are readily available. Check with your suppl�er ar TJ technical representative for praiuct availability. -7HlS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowabte Stress Design methodology was used for Building Code UBC analyzing the TJ Disfibution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATtQN: OPERATOR INFORMATION: Terry Mikkelson dfp planning design 9100 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-E004 Fax :763-780-8015 dfpplan n ingdesign@visi.com Copyright �9 2004 by Trus Joist, a weyerhaeusez Busines= ?axallam':` is a reyisLered t.cadeniarY. of Trus Joist. � ��.� �� 202196 SCREEN,PORCH ��e��'�"'�"``�K` 2 pcs of 1 3/4" x 11 718 2.OE Parailam� PSL TJ-BeamO G.16 Setial hlumt,er:i 00410�i86 User 1. 9/Gl20054:11:41 PM Paget EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i►ve�ill Dimension:?�.G.. � � .� � , 3 �— '1 i'�.r' b ��{►' .�. P�oduct Diatp am is i'.onceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf}:40.0 Live at 100%duration, 15.0 Dead Verticat Loads: Type Class Live Dead Locatian Application Comment Uniform(plfl Floor(1.00) 103.0 39.0 0 To 4'6" Adds To Uniform{pl� Floor(1.00) 60.0 23.Q 4'6"To 10'9" Adds To Unifortn(plf) Floor(1.00) 103.Q 39.Q 1Q'9"To 25'G" Adds To Point(Ibs) Floor(1.00) 0 517 4'6" - Point(!bs) Floor(1.00) 0 517 10'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs} Detail Other wdth Length Live/Dead/UpliftlTotat 1 Wood column 5.25" 1.50" 854/829 J 0/1683 LS None 2 Wood column 5.25" 1.50" 2112/1757/0!3868 LS None 3 Wood column 5.25" 1.50" 670!56/-163!726 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallam8 PSL -See TJ SPECIFIER'S/BUlLDERS GUIDE for detail(s):LS,L1:Blocking DEStGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2280 -2026 8035 Passed(25°l0) RL end Span 1 under Floor loading Moment(Ft-lbs) -5538 -5538 99902 Passed{28�0} MID Span 1 under Floor loading Live Load Defl(in) 0.097 0.380 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.208 0.380 Passed(U875) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Spec'rfied(LL:U480,TL:lJ480}. -Bracing(Lu):AIf compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of latera� bracing is required to achieve member stability. -The load conditions considered in this design anatysis include alternate member pattem loading. PROJEC�INFORMATION: OPERATOR INFORMATION: Terry Mikkelson dfp pEanning design 910Q baftimo�;st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplan ningdesign(ilvisi.com Copyright �s> 2004 by Trus Joist, a Weycrhaeuser Business Paralia� is a registered trademark oE Trus Joist. �� 202,96 SCREEN,PORCH ��r�h.��,u�«�>"�`; 2 pcs of '! 3/4 x 11 7/8 2.OE Parallam0 PSL TJ-Beart�6.16 Senal Fdumber�00410�786 User t•9/62005 4:11:42 PM P�2 EngineVersion:1.165 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR T9iE APPLICATION AND LOADS LISTED ADDITlOk4AL 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 accompiished 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 flssociate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS OtVLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable 8tress Design methodology was used for Building Code UBC analyzing the TJ Distnbution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for muftiple pty connection. PROJEC�INFORMATION: OPERATOR INFORMATION: Terry Mikkeison dfp planning design 9100 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplann ingdesign@visi.com ropyright -? 2004 by Trus Joist, a Weyerhaeuser Ri�si.ness °aralla::�> is a reqistered trademarY. of ?rus Joisc. `.l�� 202196 F/P,LACE �^�"e��'`�"�°�` 3 Pcs of 1 3/4' x 11 7/8 2AE Parallam0 PSL TJ-Bearr�6.16 Serial Number:700410Pi 86 User t'9/6I2005 4:0021 PM P�e, EngineVersion 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � �� -O, �� d i�9.. i, F�a�k�ct Di.tiipa�tii is+:onceptual. �oaos: Analysis is for a Header(Fiush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf}:40.0 Live at 100°te duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unrform(pff} Floor(1.Q0) 240.� 12Q.0 0 To 3' Adds To Tapereci(plf} Floor(1.00) 240A To 180.0 120.0 To&8.0 3'To 9'9" Adds To Tapered(pf� Floor(1.00) 180.0 To 0.0 68.0 To 0.0 9'9"To 14'2" Adds To Point(Ibs) Floor(1.00) 0 532 3'3" - Point(Ibs) Floor(1.00) 0 506 11'3" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadlUplifUTotal 1 Plate on masonry wall 525" 1.50" 1816!1484!0/3297 A1:Blocking 1 Ply 1 3/4"x 11 7t8"2.OE Parallarr�PSL 2 Plate on masonry wall 5.25" 1.50" 1285/1191 /0/2476 A1:Bla�cing 1 Ply 1 3/4"x 11 7/8"2.OE ParallamQ�1 PSL �ee TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3161 2677 12053 Passed(22%) Lt.end Span 1 under Floor loading Moment(1=t-Lbs) 9633 9633 29854 Passed(32%) MID Span' under Floor loading Live load Defl(in) 0.131 Q.339 Passed(U999+) MID Span 1 under Ftoor loading Total Load Defl(in) 0.237 Q.339 Passed(U685} MID Span 1 under Ftoor loading -Deffection Criteria:Spec�ed(LL:U480,TL:L/480). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unkess detailed othervvise. Proper attachment and positioning of Iateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkelson dfp planning design 9100 baltimore st.ne suite 106 blaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplan ningdesign@visi.com Copyri7��t -� %'OfG ty Trus icist-, a Wryzrhaeuser �us:r,ess P�.rull:uc�+: i� e registered trademarY, of ?r��s ,Toist. Y� �� ,202196 F/P.LACE TJ-Beam6�G.16Seriali�lu"m��",'�o�4,�E�`d"` 3 Pcs of 1 3/4 x 11 7/8 2AE Paraliam0 PSL U5� ,• 516l20054002i PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.16.5 C�NTROLS FOR THE APPLICATiON AND LOA�S LISTED ADDITIONAL NOTES: -IMPOt2TANT! 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 ali products are readily available. Check with your supplier or TJ technical representa6ve for product availability. -THiS ANALYS{S FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTiON VOIdS THIS ANALYSIS. -Allowable Stress Design methodology was used for Buiiding Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple piy connec6on. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Mikkeison dfp planning design 9100 baltimore st.ne suite 10B blaine.MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfpplanningdesign@visi.com Cooyriyhl c�; 2�JU4 by 7'zus JoisC, a Weyerhaeuser busi�ess ra.aiiarr%; is c regiscered tracsemark of Trus 3oist. �� jf,�� r,.j��" 202196 REC/MEDIA FRENCH DR .��i/ TJ-Beamm6.16Seriaitlumber;`'�4;��'as""S 2 Pcs of 1 3/4" x 9 1/2" 2AE Parallam� PSL User.S 9J6J26G5 3:17:44 PM Page1 E�gmeVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTRCILS FrJR THE APPLICATION AND LOADS LlSTED � � �� b �• � Pioduci Diagta�yt i:,i:onceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residen6al-Living Areas(ps�:40.0 Live at 100%duration, 15.0 Dead Vertical loads: Type Class Live Dead Location Application Comment Uniform(pl� Floor(1.00) 460.0 173.0 0 To 9' Adds To Point(ibs) Flaor(1.00) 0 1485 3" - Point(Ibs) Fioor(1.00) 0 1485 8'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Wood column 525" 1.76" 2250/2378/0!4628 L5 None 2 Wood column 5.25" 1.76" 2250/2378/0!4628 L5 None -See TJ SPECIFIER'S/BUILDERS GU{DE for detail(s):L5 DESIGN GONTROLS: Maximum Design Controi Controf Location Shear(!bs} 2924 -22&4 6428 Passed(36%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6123 6123 13057 Passed(47°10) MID Span 1 under Floor toading Live Load Defl(in) 0.126 0.279 Passed(Lf199) MID Span 1 under Floor Ioading Total Load Qefl(in) 0.176 0.419 Passed(lJ572) MID Span 1 under Floor foading -Deflection Criteria:Specified(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'oJc unless detailed otherwise. Proper attachment and positioning of Iateral bracing is required to achieve member stability. ADDlT{ONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist{TJ). TJ warrants the sizing of its products by this soffinrare will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design�oads: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 representa6ve for product availability. -THtS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTIQN VOIDS THIS ANALYSIS. -Atiowable Stress Design methodology was used for Building Code UBC analyzing fhe TJ Distribufion product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for mul6ple ply wnnection. PROJECT INFORMATlON: OPERATOR INFORMATION: Terry Mikkelson dfp planning design 9100 baltimore st ne suite 10fi bfaine,MN 55449 Phone:763-780-8004 Fax :763-780-8015 dfppta n n i n gdes ig n@ v i s i.com CoF�ycight :�: 200d by Trus SoisY, a Weyerhaeuser Business Paral.;am•: i.=, a r�qisteced Trademark of Trus Joisc. 2335 West Highway 36 • St. Paul, MN 55113 � Bonestroo 0 Rosene Office: G51-63G-4G00 • Fax: 651-63G-1311 � Anderlilc& www.bonestroo.com Associ�tes �F��, Engineers&Architects ,f�� July 12, 2oos ��T� 1 ��OS oF Mr. Mike Gaffron o�Q�� Planner Director City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 879/849 Brown Road North File No. 000139-05000-0 Dear Mike: We have reviewed the building permit survey for the property located at 879/849 Brown Road North. The site improvements include the construction of a new home and associated grading. The following comments with regards to engineering matters are meant to supplement your comment letter dated July 1 l, 2005. • It is unclear what, if any,grading is proposed between Dickey Lake and the home.The plans call for mulch and grass paths along with an area labeled grass west of the home. The plans should clarify any grading necessary to complete those improvements shown west of the home. • The grading shown east of the home will direct water onto the neighboring properties, particularly the property to the south. The grading plan should be revised to incorporate swales and other improvements to contain storm water flows on the subject property. The grading plan should include existing contours extending at least 50-feet beyond all lot lines. • The plans should include appropriate erosion and sediment control measures including details. If you have any questions please call me at (651) 604-4863. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. �0�� Tom Kellogg Cc: Greg Gappa, City of Orono St. Paul, St. Cloud, Rochester, MN ■ Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned ;�'�.-f� C"'`'/L�<.-�:r.-� l� Part B. DEPRESSURIZATION PROTECTION Check option used: ❑ Fuel burninb equipment (complete schedules below) ❑ No fuel burning equipment INs�rKuc�riot��s EXHAUST/MAKE-UP AIR SCHEDULEx Step 1. Complete the Combustion Equipment Schedule below. Only equipment Exhaust devices over 300 cfm Flow with a Y (Yes)may be selected under the"Category 1"alternate. cfin Step 2. Complete Exhaust/Make-up Air Schedule on the right if direct or power cfm vented or solid fuel atmospheric vent space heating equipment is selected. cfm COMBUSTION EQUIPMENT SCHEDULE (check all t es ro osed) Space heating—nonsolid fuel ❑ Sealed combustion Y Hearth — nonsolid fuel � Sealed combustion Y � Direct or ower vented Y* ❑ Direct or ower vented Y Atmos hericall vented N Atmos herically vented N Water heating—nonsolid fuel ❑ Sealed combustion Y S ace heatin r—solid fuel ❑ Atmos hericall vented Y* Direct or ower vented Y Water heatin —solid fuel ❑ Atmos hericall vented Y Atmos hericall vented N Hearth—solid fuel ❑ Atmos herically vented Y * If atmospherically vented solid fuel or direct or power vented nonsolid fuel space heating is installed,then make-up air to mateh flow is require� for each individual exhaust device which exceeds 300 cubic feet per minute. Part C�. VENTILATION VENTILATION QUANTITY (Mechanical ventilation must be provided per the larger quantity calculated below) j��d � cubic feet x 0.00583/minute �',.�'i cfm ( � �� x IS cfm/bedroom)+ 15 cfm = �,�"� cfm volume of habitable rooms number of bedrooms VENTILATION FAN SCHEDULE Check method(s)proposed � � ❑ Exhaust only ,_ Balanced (heat recovery ventilator,�air exchanger, etc.) Fan descri tion or location � ��p"\o�°,,_ ¢ �.; � �+�'r: �,� ;' TOTALS VENTILATION Intake �,"'"�"""' cfm "�' cfm� cfm cfm cfin AS DESIGNED Exhaust �,;,�"' cfm �;`^�"� cfm cfin cfin cfm Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans,specifications,an� other calculations submitted with the permit application. The proposed building has been designed to meet the rec�uirements ofthe Minnesota Energ Code. Applicant(print name) Signature Date Telephone number Part �2. VENTIL�TI�N (Submit Part C2 upon completion of system verification-F) � — _—. _------------- -------------------------------- Job Site Address: Permit Number Fan descri tion or location TOTALS MEASURED Intake cfm cfm cfm cfm cfm PERFORMANCE'� Exhaust cfm cfm cfm cfin cfm 1� Ventilation rate must be measured and verified when the performance option is used in lieu of the prescriptive option for the sealinb of joints i� the building conditioned envelo�e(from Part A). Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Applicant(print name) Signature Date Telephone number 12 ��o'? /�/'.C; ,t, ,,,,= /��? �!� � Pernut Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202196-AS BITILT COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DAT'E:04/29/04 DAT'E OF PLANS: 4/27/04 PROJECT INFORMATION: CARLSON COMPANY INFORMATION: CARLSON COMPLIANCE: Passes M�imum UA= 1285 Your Home=989 23.0%Better Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 3471 44.0 0.0 76 Wall 1: Wood Frame, 16"o.c. 8178 19.0 0.0 414 Window 1: Above Grade, Vinyl Frame, Double Pane with Low-E 855 0.370 316 Door 1: Solid 106 0.140 15 Door 2: Glass 41 0.370 15 Door 2: Glass 164 0.370 61 Basement Wall 1: Solid Concrete or Masonry, 9.0'hU8.5'bg/9.0'insul 927 11.0 0.0 51 Bascment Wall 3: Solid Concrete or Masonry, 9.0'ht/7.5'bg/9.0'insul 90 11.0 0.0 5 Basement Wa114: Solid Concrete or Masonry, 3.5'hU3.0'bg/3.5'insul 60 11.0 0.0 4 Floor 1: All-Wood JoistlTruss,Over Unconditioned Space 984 30.0 0.0 32 Furnace 1: Forced Hot Air, 90 AFUE Proposed and Mazim�m U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.370 0.370 Includes Foundation Windows>5.6 ft2 � • Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT: The proposed building dcsign described herc is consistent with the building plans, spec�cations,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 32 Relcase 1. Builder/Designer Date �R . • � Permit Number MECcheck Compliance Report 1999 Minoesota Energy Code MECcheck Software Version 32 Release 1 Checked By/Date TITLE: 202196-AS BUILT COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE:04/29/04 DATE OF PLANS: 4/27/04 PROJECT INFORMATION: CARLSON COMPANY INFORMATION: CARLSON COMPLIANCE: Passes MaYimum UA= 1285 Your Home= 989 23.0%Better Than Code Gross Glazing Area or Ca�ity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 3471 44.0 0.0 76 Wall l: Wood Frame, 16"o.c. 8178 19.0 0.0 414 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 855 0.370 316 Door 1: Solid 106 0.140 15 Door 2: Glass 41 0.370 15 Door 2: Glass 164 0.370 61 Basement Wall 1: Solid Concrete or Masonry, 9.0'hU8.5'bg/9.0'insul 927 11.0 0.0 51 Basemcnt Wall 3: Solid Concrete or Masonry, 9.0'ht/7.�'bg/9.0'insul 90 ll.0 0.0 5 Basement Wa114: Solid Concrete or Masonry, 3.5'hU3.0'bg/3.5'insul 60 11.0 0.0 4 Floor 1: All-Wood JoisUTruss,Over Unconditioned Space 984 30.0 0.0 32 Furnace 1: Forced Hot Air, 90 AFLJE Proposed and Mazimam U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor I Above-Grade Windows and Glass Doors 0.370 0.370 Includes FoundaUon Windows>5.6 ft2 4 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the pernut applicaUon. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 32 Release 1. Builder/Designer Date e � / J�7 r /��(� V`�' ,��, � DATE TIME � V CITY OF ORONO CALLED IN �` D'�S INSPECTION NOTI E _ C SCHEDULED �D-3 �C)S� ` : ��'� 't-'I PERMIT N0. ��t � COMPLETED �� 1��S 7"t M, ADDRESS rY��( L�/�C�tJ/� /C-r� � OWNER CONTR. �0�� TELEPHONE NO. � �a ��L�_��-�� DESCRIPTION �, ��C�� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 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/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � w � � I< O� �av (� 0 � /� �_,��1� S,� �1.�1��e 0 � W � Q � z W � W � � W� /�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑�RRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 0 U CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. U pH0T0 TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR � CITATION ISSUED C INSPECTION REOUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�0 OwnerlContractor on site: Inspector. `�'� / 'J �� White Copyllnspector's File Canary CopylSite Notice �v �� D�B,/J TIME CITY OF ORONO CALLED IN �/�- � INSPECTION N TI SCHEDULED ' PERMIT NO. COMPLETED �� ADDRESS OWNER CONTR. TELEPHONENO. ��Z Z�� Z� � � DESCRIPTION �OOT I�'1 C1 � 01 FOOTING 11 MECHANICAL 18 EXCAV/GRADING/FIL�ING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 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 a o �� ' � � --0� �fi"�� S S 1�C_'l �l�/� 0 � W � Q � z W � W � � d W WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE 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 ❑STOP ORDER POSTED.CALL INSPECTOR !� CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-46QQ OwnerlContractor on site: Inspector. ��r��--��/�.� White Copyllnspector's File Canary CopylSite Notice