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HomeMy WebLinkAbout2004-P07720 - new structure PERMIT CITY OF ORONO Permit Number: 2750}Celley Parkway- PO Box 66 Po��2o Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: s�i6i2ooa SITE ADDRESS: 3640 Jacobs Mill Rd Long Lake,MN 55356 PID: 32-118-23-24-0010 DESCRIPTION: UBC occupancy R3 Construcrion Type VN Proposed Use: Residenrial Pernut Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolurion#: Separate pemuts required: riumoing iviecnanicai S�iic rirepiace imgauon weii�siaie j�ieciricai(siaie j NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 4,905.75 Valuation: $ 852,000.00 Plan Review Fee: $ 3,213.35 State Surcharge Fee: $ 430.50 TOTAL FEE: $ 8,549.60 APPLICANT: Bob Fitch Construction OWNER' Matt Vanslooten 11725 54th Ave.N. � 3640 Jacobs Mill Rd Plymouth,MN 55442 Long Lake,MN 55356 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 Sl'ATE OF MINNESOTA BU ING CODE REQUIRE S. _ � '�� �� APP ICAN PERMITEE GNATURE ISSUEDBYSIGNATURE Covies: 1-File(SiQnitures Required), 1-Aunlicant, 1-Monthlv Renorts, 1-Assessin¢, 1-Finance Page 1 1 � Total Fee• $ '�����[�f, L• DateReceived: 7-/9-D`� �'� ' Entered By: �Y'� Permit#: f�O 7�20 �� � 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 3E�4�(� 34B SI'TE ADDRESS: {�4 �PJ(,�� J A CO�S 1�(w ORO"l aj MN'LIP: ��6 Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes � No Ifyes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Non permitted events will not be aldowec�. NAME OF OWNER: A�i}�.ANo G/tR•fzt(s'VA^� S(,�a7ct� PHONE: (home) 67 7' 922'Z (w�k)9�2 �o�F 5�a MAILING ADDRESS: I � 3 o S 3'7�PC�F I���=eCyM�� ZII': SS�6 CONTRACTOR: �jo�C/�( lo�vsflzrk�l7 0/�/ PHONE:7�3 SS 7 I6� � � CONTACT PERSON: �O��� MOBILE/PAGER �f 2 �6� 6 2 6 2 MAILING ADDRESS: �(?2 5 54�1'N �'� N CY�=�yM nv� ZIP: 559'� Z STATE LICENSE• # �10�f/,2.3 EXPIRATION DATE: ✓��,�-�� .3%-- :��'�'� ARCffiTECT/ENGIlVEER ��[t�lE G�C�}-t7�E 6RA�'P PHONE:6�� 2�6 ?S?S' MAILING ADDRESS: �.0�2 INO/MV�ZQ ti/ C`I7'Y: /V1�N�+/t'T��'9 ZIP: S S 3oS' NAME: p�'�'L'I'L �S�w��' REGISTRATION#G�-�3l5 3-a�S TYPE OF WORK: New ✓ Addition Accessory Structure � Move Home Rv�nodel/Alteration PROPOSED WORK(describe in detail�: SIn�4 CF t+�►I�Y 1�'SlD�'n� �''�,�17'�'1"�c� STORIES: 2 SQ.FEET UF EACH FLOOR f 9 L% 2`I l� UL � 2 Q L O NO.OF BEDROOMS:�_ GARAGE STALLS: ATTACHED� DETACHED O ESTIMATED CONSTRUCTION VALUATION(egcluding land): $ I hereby apply for a buiiding permit and I acl�owledge that the information above is complete and accurate; that the work will be in conformance with the ordinances a�codes af the City and wit3�t�e 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. Arrr�ICA1vT�s sIGNATuxE: .� � r DATE: ,�rG- --�'�` CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: 310�-10 �'���3.� Yv�� ��- PID: DESCRIPTION OF WORK: N G w 2.�,5 ---------------------------------------:---------�--��- ZO�TG REVIE`V BY: � DATE APPROVED• 7 2 - BUII.DPIG REVIE`V BY: DATE APPROVED: -�-z�- �y FEES TO BE CFIA.RGED: Misc. Fees Calculated By: PERII�IIT Yes � No PLAl�t REVIEW Yes ✓' No SEWF�CO�]NECTION STATE SURCHARGE Yes �� No WATERCONNECI'ION INVESTIGATION FEE � Yes No ✓ PARK FEE SAC Yes No �/ SITEINSPECTION Number of SAC�Units �,�.Rc� OTHER (specify) ZOYING CH�CK LIST Zoaino District: . Fire Department: Post OfFice: School District: � Lot Area: Sq.ft. Acres � Widch Depch Survey Submitted: Yes_� No Date of Survey: 7-�S'v`'f Progosed Setbacks: Front(Lake): ►O O' Right Side: �I!0 Reaz(Street): 200� Left Side: 1310.2 Adjacent Structures: N ��q- Wetland: `,5� :' Building Hei�ht: Def. Hgt. 3a Peal:Hgt. �g Lot Coveraae: nl (I� Grading: Staff Approval Date: �'i- Z7 -o� By: -��- Council Approval Date: — Septic: Staff Approval Date: By: Zoning File: # -- Resolution: !� Resolution Date: � Shoreland District: N J Avg. Setback: Bluff Setback: I.ot Coverage: E�cistine Proposed Hazdcover: 0-75' 75-250' � 250-500' 500-1000' Hardcover Variance Required: Yes No Dace of Council Approval: REMARKS (in house): 7 > BUII,DING REVIEW CHECK LIST �C� i2�3 � CONSTRUCTION TYPE: 11!'v _ Sq Footage $Per Sq Ft; Basement x _ lst Floor x . _ 2nd Floor x = � Gazage x = � x = TOTAL Estimated Construction Vaiue• $ S�SZ,O 00 `°`—' Inspections Required: `vork Requiring Separate Permits: Site �p _Plumbing Fire Hazdcover Removal .G Mechanical Water Connection _�Footing ' �_Septic Sewer Connection � _�Framing _�Fireplace _ � Lawn Ircigation _�Insulation (1V(ason,ry) Other �_Wall Boazd _�(Mgg,) �Well(Scate Permit) � Final Grading/Filling _�Electrical (State Permit) O[her RE1�ZA.RKS(IN HOUSE): . . � ---------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Ezisting New . Access Approval: Date gy; -- -------------------------------------------------------------- RENZA1tKS (TO BE NOTED ON PERIVIIT�: " 8 F , . t rRr'�� �1 -�c .a�� a fT0 �.:�i� �w����F• � �a� .�c-��`� . �fd�L��!..a . �.�i4 „� � �. Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le Data filename: Untitled.rck PROJECT TITLE: Single Family Residence with attached Garage COLJNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 07/15/04 DATE OF PLANS: June 8th 2004 PROJECT DESCRIPTION: Van Slooten Residence Lot 4,Block 1 Jacob's Mill Orono,Minnesota DESIGNER/CONTRACTOR: Eskuche Creative Group Peter Eskuche 612-296-7575 PROJECT NOTES: HVAC contractor to be Countryside Heating and Cooling Peter Fiedler 763-479-1600 COMPLIANCE: Passes Maximum UA = 1358 Your Home UA=918 32.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Upper Level Ceiling:Flat Ceiling or Scissor Truss 2959 40.0 38.0 41 Main Level Ceiling: Flat Ceiling or Scissor Truss 504 40.0 38.0 7 Room over Garage Ceiling:Flat Ceiling or Scissor Truss 730 40.0 38.0 10 Exterior Wall Area(House): Wood Frame, 16"o.c. 6081 22.0 6.5 199 Windows: Above-Grade:Wood Frame:Double Pane with Low-E 1238 0.340 421 Doors: Glass 208 0.330 69 Exterior Wall Area(Rm over Gar.): Wood Frame, 16"o.c. 1280 25.5 9.5 44 Windows: Above-Grade:Wood Frame:Double Pane with Low-E 100 0.340 34 Floor of Rm over Garage: All-Wood Joist/Truss:Over Unconditioned Space 730 0.014 10 Basement Wall (Masonry): Solid Concrete or Masonry 1631 14.0 6.0 60 l ^ Wall height: 8.9' Depth below grade: 8.5' Insulation depth: 8.9' Basement Wall(Stud Wall): Wood Frame 594 22.0 6.6 21 Wall height: 8.9' Depth below grade: 0.0' Insulation depth: 8.9' Crawl Space Wall: Solid Concrete or Masonry 51 14.0 6.0 2 Wall height: 4.0' Depth below grade: 3.5' Insulation depth:4.0' Fumace 1:Forced Hot Air,94 AFUE Air Conditioner 1:Electric Central Air, 14 SEER Proposed and Maximum U-Factor Averages Proposed Ma�cimum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.339 03�0 Includes Foundation Windows>5.6 ft2 Floors Over Unconditioned Space 0.014 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, sp�cifications, and other calculations submitted with the permit application. The proposed building has been designed to meet t}�e ZU({4 Min�r�ot<< 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 rRpM : FAX N0. : Sep. 0B 2�1 01:38PM P4 � • �` ` ` �,♦ `'� . '� � ���; �' E�, �`, ��� � .;,�-. `` �UUNTRYSID� � HEATIN � FI P ( A N D ��l-�N� �"`R�A�I C�N� C SERVICES, lA1C. 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M:�c: •-Tin lsim�y chnte *-PYC ea�aortaic ade�U�+arta�of� � '"-Complda venting to nxt�a�'the follo�ving: (6)Buth�ns,(I)kitchen hood a�ai�level 10",(1)dcYcx. No�:Docs aot inal�dr ary maFe-up mr systerns �`-Complctc Gua line from�to reaulated g�itne an fiunAce � � � � � � . � . FROh1 : FAX ND. : Sep. � 2001 01:36PM P3 � OUNTRYSIDE ' � � �EAT I N G F� p 1 w N p ����G �R E A T 1 O!V S 1 , gEItVICEB. INC. a N THRN 1NST�►LLATtOfV3 � •artan.l aur�y.t�.►+wrM.nd ceal�y eww�.rre. 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' f-���� �N F{r�/�1 . �c�—ss,�9a.00 f�� ' o�aw r!6�e v�ie taNar 1 ateztar Mod#WAl'�6�i,6�ivi�,lc'a►p'otita.�g�s�3r�,L�unit l�ter 1�Ioseyw�lf T�'7 t!►P�M"�be��YP�� ' '*-Compld�o�ew�11 v�6 *�kcMail by o(�era �'-�nita aM liom�acc � and pmt'�al tnpalL�iaa� 1Wa1 C�t—Si�.00 ' ReW�te iot'o Utility re6�es.m�Y applr f�eaa�e�Aa»aoea aM A/Cs r w��ro ' '-lo yrar p�s�i Iw�oa�aoa!►/Ca •2�pe�s 8E bbor boikr �'_1 ycsr c�de t�rta�a�d lab�ha�Gct,shexnto�s,�one sy�tem •-�timc bmn��nar�ty ea R�oe ' •������ •��r�wrts air p� , '-1 p�Ca�eny�de"Secoeed SGrvioe"maabadrip � . ' , � ' • ' f � • . 1 . a "E i - �;� •: Flug' 31 04 08: 21p. Peter Eskuche 9525443844 p. 1 1�� ; t.'� ; ;; "r , u f � � ; ' r � I . ' � � � I� � � j � G R EAT �iV E GRG�JP I ? i � ' FAX TRA�ISM�TTAL DATE: "l �' f Iv�v�T'� � ' � PROJECT: �'�'"� :S�O�� , � � TO: ��✓' ��r!�'i FAX NO.: ��� S5� SS'� zj 1 � 1 � � COMPANY: ' PHONE NO: � PAGES:�INCLUDING THIS PAGE i , 3 z � FROM: � , ; , ` ` MESSAGE: ' i �°� ' � �� �7���° = � ) -- s� r�vvn����N t''i� C �y��GG-..� ' ` ��r � ` ' 2. l� .��� �PIC/� �v�''�"�^/ti P� 6� � �I � • .O. �Y"`� �` � z� �?PllarY /�" � P��V �3�6 Gr/l0 � � � ;: � � , �� 22oa � � � DPfI� g �N'G¢�3�� S�1 t� ��9P�1� � j ;,�� 2" w�"�.�� ����,c�y ' pnr G NnT 5N vu�N IN�'�sr r��/kd�s �ti� 5��� , �J � ��? � � � �. �j- ��-ur�� GavrT�'a^'s �,� �o,���n1✓ �+N� C�=�- s�mc- � ��'� � 2��, p.G. k I � � � .,� ; � i i ; i 1 ► i ; � , t � . . 2012 INDIAN ROAD WEST MINNE70NKA MN 55305 PHONE 612-296-7575 FAX 952-544-36I4 www.timelessarchitect.com � C a� w � 0 � 0 m N __-------__._.. _.__.----....__ _---- --_._.. ►� __......._._..___._...._--- __-----�-- ---- __-__----. .__.._.___._. ,_....--- - -._._.._. "0 _ . _. _. _. _ ,6 . _ � � � ------------ --___ � ' _.. :��..�,.�,,..�.,. m � � � ----------- —• � � c = j p 5QUA5H -.� ? � I BLOCKS ABOVE � d� � � WALL� 9' t11G11 WfTH BACKFILL AT fNTERfOR j . CAN7'IL�V�R TYPfCAI FOUNDATION WALL TO 8� !O"TF1iCK W1TF1 � #4 I�BAR HORIXONTAI.� 24"O.C. GONTINl10U5, j � FU7URE BEDROO� �„ Wl111�5 R�6AR V�RTICALLY AT 4'-8"O.C. 2"FROM I EXfgRIOR FACE OF WALL. � , i � �� � ---------------------------------------- - ---� •' - - � � i .�..�.:. � �� � �:P". � i �, r------------------ ------------------------ -- /��2�-2 � 2u N ` -� � � — � � 6°SLAB LPDG� 'p ('� � � •- � � .A I .• I ' l � W I I • t m ! i I i 'A i I � l �P i I i \ I I i � '' �,(�'rlOX f7)OR I i I '• ,�w ��,�' , I 1 � ----_�:-" i , ,:`�_`_ m 1 I � ---- � i i i FUTUR�E CL05ET � i i iw ` . iu � I � N VAN SL40TEN - SCALE 1/4"=1'-0" - 31 AUGUST 2004 - Garage Foundation Wall Revision i l � .� i Rug` 31 04 08: 21p� Peter Eskuche 9525443844 p. 3 � ' � I r r � . " � � Foatinq Desiqn(AISC 9th Ed ASD 1 Ver:6.00.63 �C ��� ' Bv:Peter Eskuche.Eskuche Creative Group on:08-31-2004:8:57:38 PM � ProiecC Van Slooten Bid S@t Location:Typicai Foundation Wall Secti�n , Summary: Footinq S¢e:24:0 IN Wide x 8.0 IN Deeo Continuous Footing With 10.0 IN Thick x 108.Q IN Tall Stemwall Lonaitudinal Reiroforcement:(2)Continuous�4 Bars � Transverse Rein(orcemenL•�4 Bars @ 12.40!N.O.C.(unnecessary) Footing Loads: '-= " ` Live Load: ! PL= 1400 PLF '. De�Load: � PD= 855 PLF ; Stemwel)Load: ; SD= i125 PLF Total Load: PT= 3380 PCF i } Ultimate Faclored Load: Pu= 5152 PLF ? Load Calculaior ' i Roof Live Load: ! RI� 40.0 PSF Roof Dead Loadi Rdh- 17.0 PSF : 1 Roof Tributarv Width: Rhr- 15.0 FT ! Second Floor Livp Load: 2FII= 4p.0 PSF t Second Floor Dead Load: 2Fd1= 20.0 PSF SecondFloorTn'butaryWidtfi: 2Ftw= 10.d F7 ° First Floor Live�- iFll= 40.0 PSF ! ` First Floor Dead aad: 1Pdh- 20.0 PSF � First Floor Tribu, ry Width: 1 Ftw= 10.0 FT Wall Heiaht: � Wh= 20.0 F7 � ! Wall Dead Weig�t: Wdw= 10.0 PSF ! Footing Pronerties: �Bjp A1lowable Sal Searinq Pressure: Qs= 300U PSF� ' ? Conc.�ete Compressive Strenqlh: F'c= 30Q0 PSI Reinforcino Stee�Yield Strenqth: F�r 40000 PSl Concrete Reinfoycerrterrt Comer: � c= 3.00 IN SoilOverburden'�eiahf: Soi1H= 8.5 FT Soil Overburden Weight: � SoiIW= 120.00 PCF Footing S¢e: Width: W= 24.0 1N 512r' DeDth: Depth= 8.00 IN Effective Depth Uo Top Layer of Steel: d= 4.25 IN Stemwall Size: Wldth: W= 10.0 IN liefaht: Heiqht= 108.U0 tN ; Slemwall Weigh�: Stem-Weight= 150 PCF a Beariog Calculations: ; Repuired Footinq Width: Wreq= 17.6 in � UHimate Bearino Pressure: Qu= 1690 PSF � � Eifectiv�eAUowa�le Sa!Bearino Pressure: , Qe= 2305 PSF * � Beam Shear Cafculations(Qne Way Shear): � Beam Shear. Vu'1= 590 LB , Atlowable Beam�hear: vc'1= 4749 LB i � Bending Calculations(Tra verse): Factored Mom� Mu= 5259 IN-LB F Nominal Momen Strenath: Mn= 28509 IN-LB Reinforcement Cakulatlon'(Transv�erse}: ; Concrete ComD�ssive Block Deoth: a= 0.25 IN Steel Reouired Based on Momerrt As(1)= 0.03 IN2 �' � Minimum Code Required Reinforcement(Shrinkagelfemperature ACI-10.5.4): As(2)= 0.19 IN2 ; Cantrollinq Reinforcinq Steel: As read= 0.19 IN2 Selected Reinforj�ement: #4 Bars Q 12.00 IN.O.C. ` Reinforcement Area Provided: As= 0_20 IN2lFT r Development Lenqfh Calcu�atians: � Development Leiiaih Reauired: Ld= 8J6 IN Development Lenqth Provided: Ld-prov= 4.00 1N Note:Pfain concFete adeCuate for bending,theretore adequate development length not required. Reinforcement Caicuiations,'(Lonaitudinap: Minimum Cade Reau'ued Reinforcement(ShrinkagefTemperature ACI-10.5.4): As(2)= 0.38 IN2 k Setected Reinforcement: (2)Continuous�4 Bars i ReinforcementAreaProvided: As= 0.39 IN2 � � � � ' � : � , � � „r 0 1 � I 1 I � I j I i I i � I ; f ! .'; �` pug' 31 04 08: 21p1 Peter Eskuche 9525443844 p. 4 `' � � . :± � i ; � i Foo6nq Desiqn f AISC 9th Ed ASD 1 Ver:6.00.fi3 D� !��� �l Bv:Peter Eskuche.Eskuche Creative Group on:0&3'I-2004:8:56:35 PM j � Praect: n Slooten Post Soii Anaf sis-Location:Typical Foundaaon Wall Section t ; summary: a� �j ` �! 1 '� Q"` Footinq Size:36,'0 IN Wide x 8.0 IN Deeq Cor�tinuous Footing With 10.Q IN Thick x 108.0 IN Tall Stemwall ° '• Lonqitudinal Rei�1forcement:(2)Continuous#5 Bars p� �(" � r Transverse Reinforcement:�5 Bars�18.00 IN.O.C.(unnece.ssary) �f y'�N "iT t Footing Loads: ' � Live Load: � PL= 1400 PLF Dead Load: PD= 855 PlF Stemwail Load: i SD= 1125 PLF ; Total Load: PT= 3380 PLF Ul6mate Factored Load: Pu= 5152 PLF Load Calculata Roof Live Load: ' RIF 40.0 PSF Roof Dead Load' Rdl= i7.0 PSF Roof Tribufdrv Ul�idlh: Rtw= 15.0 FT Second Flaor Liwe Load: 2FII= 40.0 PSF Second Floor Dead Load: 2Fd� 20.0 PSF �� SecondFloorTributaryWidth: 2Flw= 10.0 FT First Floor Live tpad: 1 FI1= 40.0 PSF ; •i First Floor Dead Loed: 1 Fdl= 20.0 PSF • First Floor Tnbutdry W idth: 1 Ftw= 10.0 FT � � Wall keiaht: I Wh= 20.0 FT Wafi Dead Weig�t Wdw= 1D.0 PSF Footing Proaerties: ! � Allowable Soil B annq Pressure: Qs= 2000 PSF E--/�'�- � Concrete Comor�sive SVenath: F'c= 3000 PSI '�'nnlL � ; Reinforcina Stee)Y�eld Strenqth: Fv= 40d00 PSI �s��- Concrete Reinforcemerrt Cover: c= 3.00 IN � Soil Overburden 3ieiqhC �5oi1H= 8.5 FT Soil Overburden WeighC , SoiIW= 120.00 PCF � ` Footing S'ize: � Width: W= 36.0 IN 5(-LE Depth: Depth= 5.00 1N Effeclive Depth to Top Layer of Steel: d= 4.U6 IN , Stemwaff Size: ' ' width: I W= 10.0 IN HeiqhL• � Heiqhl= 108.00 IN Stemwalt Weight: 5tem-Weight= 150 PCP Bearing Calculations: Reauired Footinq Width: Wrep= 34.87 in Ui6mate Bearinq!Pressure: Qu= 1127 PSF Effective Allowadle Sal Bearinq Pressure: Q� 1163 PSF � Beam Shear Calculations(One Way Shear): Beam Shear. � Vu1= 1279 LB Atlowable Beam Shear. vc1= 4539 LB ; Bending Calculatians(Tre►�s�erse): Factored MomeM: Mu= 12093 IN-LB Nominal MomeM SUenqth: Mn= 28914 IN-LB � ReiMorcement Calculation lTransverse): ; ' Concrete Como�sive Blacic Deoih: a= 0.27 IN - ± Steel Repuired�as�on Moment: As(1)= 0.08 IN2 ! � Minimum Code eauired Reinforcement(ShrinkagelTemperatureACl-1fl.5.4): As(2)= 0.19 fN2 Conlrallinq Reinfbrcina Sted: As reqd= O.i9 IN2 � Selected ReinforjcemenC �5 Bars Cc�18.UO IN.O.C. , � Reinforcemen!area Prov�ded: As= 0.20 IN2/FT Development Lenqth Caku�ations: ' ; Dev�looment Lenath Reauired: Ld= 10.95 IN � Develooment Lenafh Provided: Ld-prov= 10.00 IN ' � Note:Plain concrete adeauate for bending,therefore adequate development lengfh noS required. Reinforcement Cakulations(Lonqitudinaq: Minimum Code Required Reinforcement(Shrinkage/TemperatureACl-10.5.4): Asl2)= 0.58 IN2 , Selected Reinfor�ement: (2)Continuous�5 Bars � Reinforcement/1lrea Provided: As= 0.61 IN2 I i i { I � � � � �:� 1 � ! ! � ' ' . i ' I 1 1 i , f� E j I : � i I I ; ;� ��g ' 31 04 08: 21p1; Peter Eskuche 9525443844 p. 5 , ; ! � ; ,� w i � � i Foo6nq Desi�n f AISC 9th Ed ASD 1 Ver:6.00.63 6�� �'S�r� ' Br.Peter Eskuche,Eskuche Creative Group on:Q8-31-2004:9:04:07 PM � g•,?/•O!� : j Aroieci V 5looten after s�oii testing Location:Typical Foundation Wall Section(OPTION B) „ h : i Summ ry. � ,r�1 ; y Footina Size:24b IN Wide x 8.0 IN Deep Continuous Footing W ith 10.0 IN Thick x�08.0 IN Tall Stemwall v��N � ; k Lonaitudinal Reirlforcemeni:(21 ConUnuous#4 Bars Transverse Rein(orcement:#4 Bars�12.OD IN_O.C.(unnecessary) " ! Foo6ng Loads: � Live Load: � PL= 1400 PLF ` � Dead Load: j PD= 855 PlF :'. Stemwall Load: i SD= 1125 PLF � `. � Total load: PT= 3380 PLF Uitimate Factoredl Load: Pu= 5152 PLF a Load Calculator Roof Live Load: ' RII= 40.Q PSF ' Roof Dead Load:i Rd1= 17.0 PSF ` ' Roof Tribularv Width: Rtw= 15.0 FT !' � Second Floor Live Load: 2FII= 40.0 PSF Second Fioor De�' d Load: 2Fd1= 20.0 PSF Second Floor Tributary Width: 2Ftw= 10.0 F"T First Floor Liv�e Load: 1FIN 40.0 PSF First Floor Dead Load: 1Fdl= 20.0 PSF First Floor TributBry Width: 1Ftw= 1D.0 FT , Wall Heiaht: ' Wh= 20.0 FT �oW Wa0 Dead Weighi: Wdw= 10.0 PSF ; Footing Proqerties: I J�,- Aliowable Soil Bearinq Pressure: Qs= 2200 PSF�"Y°u6� ,` � Concrete Comnressive SUenath: F'c= 30a0 PSf � � Reinforcinp Steef Yield St�enqth: Fv= d0000 PSI � Cancrete Reinforaemern Cover: � c= 3.00 IN �� to��• , , � Sal�verburden HeiaM: SoiIH= 5.7 FT�-'2 t � ' { SoilOverburden Weight: �SoiIW= 120.00 PCF tNs�L� � Footing Size: W�� : � Death: I Dep h= 8 00 IN �7 I�� � EffecGve Depth tb Top Layer of Steel: • d= 4.25 IN Stemwall Size: W��: W= tO.Q IN : �; Heiqht: j' Heiqht= 1d8.00 IN ; Stemwall Weight; Sfem-Weight= 150 PCF � ; Bearing Calcuiations: Reauired Footin4 Width: Wrea= 23.84 in i U16mate Bearinq Pressure: Qu= 1690 PSF,y, Effective Ailowab e Soil 8earina Pressure: Qe= 1701 PSF'� Beam Shear Calwiat+ons(�ne Way Shear): Beam Shear: Vu1= 540 LB Atlowable Beam Shear: vc1= 4749 LB Bending Calculations lTransverse}: Factored Moment; Mu= 5259 IN-LB Nominal Moment!Strenqth: Mn= 28509 IN-LB Reinforcement Caiculations;(Transversel: Concrete Comor�ssive BloCk Deoth: a= 0.25 IN Steel Reauired Based on Momenk Asl1)= 6.03 IN2 Minimum Code F�equired ReinWrcement(Shrinkageffemperature ACi-10.5.4): As(21= 0.19 IN2 � Controllinq Reinfqrcinq Steel: As reqd= 0.19 IN2 ! � Selected Reinfor�ement: #4 Bars Q 12.00 IN.O.C. Reinfarcement A ea Provided: As= 0.20 IN2IFT Development lxnoth Calcul�tions: ' � Develapment Le�4th Recuired: Ld= 8.76 !N ; � DevelopmeM Lerrqth Provided: Ld-prow 4.OQ IIV Note:Plain concrete ade4uate for bending,therefore adequate development length not required. ! Reinforcement Calcutations(Lonairi�dinaq: ` � Minimum Code F7eauired Reinforcement(Shrinkagel'femperature ACI-10.5.4): As(2)= 0.38 IN2 �j Selected Reirtfor¢ement: (2)Continuous#4 Bars i ; Reinforcement Afea Provided: As= 0.39 IN2 I � i � . i , f ; � I � I .,, ' � � i i I i � i f � � ( f � � � ; S. � I DATE TIME � CITYOFORONO CALLEDIN �'-9'Ox INSPECTION OTICE SCHEDULED �'—�3 - O�f /O�oo,4�1 PERMIT NO� � COMPLETED ADDRESS .���6 J G�C�1 G�S I�cr�� OWNER CONTR. ��L,�? ��� TELEPHONE NO. Z��a a�-i y��� � DESCRIPTION IlD(��L-QC l!CJG� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRAOING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAI 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a J �� O � � O � W � Q � Z W � w � � O � WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WlLL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the ne inspection 24 hours in advance. (952) 249-4600 OwnerlCon o s e: Inspector. � White Copyll�spector's F e Canary CopylSite Notice ATE `.' TIME CITY OF ORONO CALLED IN ✓Y � INSPECTIO TICE SCHEDULED PERMIT NO. �� '2---�� COMPLETED ADDRESS �(�� ���Cd�' '�—�-� OWNER CONTR. '�� '�'�C�1 TELEPHONE NO. lp��L- _ �� �- `t�7 � � D CRIP N FOOTIN 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�n COMMENTS: � W a � J O >. � O � W � Q � 2 W � W � � d W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDiTIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the xt inspection 24 hours in advance. (g52) 249-4600 Ownerl r site: Inspector. White Copyll�spector's F Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN �Zi2I'D�� INSPECTION NQ�ICE-7 SCHEDULED i�-a3- o�-I :�o P PERMIT NO. � C� / � ZC� COMPLETED ADDRESS .� � b � `�'�� OWNER CONTR. 7�"�� T-• �� �- �G�tlr TELEPHONE NO. � G'� �3S �.3s�j � �Q Ic(i; ��ISu�k�%� � DESCRIPTION �J�1,iC.� N�U • ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 F NG 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 3 INSULATIO 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 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 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � �� b 6'L t�� ���'1, 0 � � � 'L � '� L° ' � � W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED [_� PROJECT COMPLETE � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V � �EFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance. �95Z� 249-46�� OwnerlContr si : Inspector. ` White Copyllnspector's File Canary CopylSite Notice �� � DATE TIME � CITY OF ORONO CALLED IN l �� INSPECTION TIC,_F, SCHEDULED �� PERMIT NO. " / 70� COMPLETED ADDRESS �Co �(Z�TQ �' o�L17/I/ // R� OWNER CONTR. ����_� �•�- TELEPHONENO. U�l� " �o�In � ���D� �%�f7Y�?� . � DESCRIPTION C�!�..C.�Q�`O�Y! /V'�!.('/�T�YYin � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU _YES_NO � COMMENTS: � W � � J O >. � O � W � Q � Z W � W � � d W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContr o 'te: Inspector. White Copylinspector's File Canary CopylSite Notice � � � ✓ /'p T TIME CITY OF ORONO CALLED IN ` � � �� INSPECTION NOTI �7�� SCHEDULED � PERMIT NO. COMPLETED ADDRESS SCC��C� �/G2 ��O v�� / '//��� OWNER CONTR. KTiGY_�i� —�/7Y'fit TELEPHONE NO. �l� d � � ���z- � DESCRIPTION � i' � � G�. � 01 FOOTING 11 MECHANICAL RI 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU: YES_NO � COMMENTS: � W a � J O � � O � W � Q ti Z W � W � � d W WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITNIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContrac o ite: Inspector. White Copyllnspector's le Canary CopylSite Notice � Z � D E /�'�� TIME CITY OF ORONO CALLED IN � �`-�� INSPECTION NO ICE SCHEDULED �-���-6S� � �c�C�P/lil, PERMIT NO. COMPLETED ADDRESS ,�IvyU �CCts,�S �,�I� l�-� OWNER CONTR./C���2i"t �, tt�� ��h S�- TELEPHONE NO. __�l.� ' Cr�q' J`� .3 ��P � DESCRIPTION !l �f/t.� T t I�� � - � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WA BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 5 FINA 14 SEWER HOOK-UP 06 PROGRESS � MO-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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � r--- � r � � J O � � � � O � W � Q � Z W � W � , � d W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE i / W ❑CORRECT WORK 8 PROCEED �ISSUE RTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY 7��,Q� V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR � INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n t inspection 24 hours in advance. (J52� 249-4600 OwnerlCon o ite: Inspector. � White Copyllnspector's Fi e Canary Copy/Site Notice