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HomeMy WebLinkAbout1991- permit info ; , DATE TIME CITY OF ORONC� CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 7 COMPL ED � � � ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICALRI 16 WELLTESTPUMP 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING 03 INSULATION 24125'WOOD BURNER/FIREPLACE 19 LAKESHORFJWEfLANDS 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL �5 INAL 13 METER SETlfURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT 09 PLUMBING RI 15 SEPTIC INSTALL 22 FOLLOWUP 10 PLUMBING FINAL 23 SEPTIC FINAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: � r i a fF�GL:i� w� e � � �WORK SATISFACTOpIf:PROCEED ❑PROJECT COMPLETE CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WOHK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECTUNSAFEOONDiTIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN O STOP ORDER POSTE�CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTIONREQUI D.CALLTOARRANGEACCESS. �'I Cail for the next inspection 24 hours in advance.473-7357 � OwnerlContract ite• Inspector. - WhiM Copy Rle Canary CopylSlte NotNx I c�'�c� � �i �t�. � a G-� �� , Spancrete - M/dw�st CQ. ARCHITECTURAL&STRUCTURAL PRECAST CONCRETE•BOX 1360,MAPLE GROVE,MN 55369•(612)425-5555•FAX 425-1277 C�„�� � D CRONO July 24 , 1991 ������ city of orono ,��L � 5 199�1 P.O. Box 66 Crystal Bay, MN 55323 Attn: Mr. Lyle Oman Building and Zoning Dept . Re: 4500 Lb. Point Load On Existing Spancre�te Plank Betty Roman Residence, Orono, MN Dear Sir : Based on the physical description of the Spancrete plank in this residence that we received from Mr. Dave Harrison, an analysis was done to determine the ability of the plank to support a point load of 4500 lbs . located 10 ' -0" from the bearing end. The enclosed calculations verify that the plank has sufficient capacity to support this additional loading. These calculations assume that the original superimposed design loads required were 20 psf dead tpartition) load and 40 psf live load - typical criteria for this type of structure. Also, the distribution width for the new point load was conservatively restricted to two plank widths ( 6 ' -8" ) to represent a worst possible condition. Please call if you have any questions . Sincerely, � �. "'���K� T.R. Behlmer, P.E. VP/Engineerinq Spancrete Midwest Company TRB/maf Enclosure CC: Ralph Rattray Gene Eggersgluess Betty Roman AN EEO EMVLOYER � . CITY of ORONO Post Oftice Box 66•Crystal Bay,Minnesota 55323•Municipal Offic�s • � - � On the North Shore of Lake Minnetonka March 8, 1991 Walter & Betty Rohmann � 2420 Old Beach Road Wayzata, MN 55391 Re: Final Inspection Dear Mr. &iMrs. Rohmann: As yo�i are aware upon final inspection the City required an engineer's� approval on a post bearing point on the spancrete garage ceiling. A post that is carrying a roof load from the ridge is bearing on the spancrete with no support underneath. The City needs to know that the spancrete can carry this load. I have made several unsuccessful attempts to contact the contractor. Unfortunately the responsibility falls back to the homeowner. I think you would feel more comfortable knowing this load is adequately supported. Any structural engineer from the , yel low pages could calculate the loads and determine if any added structural support would be necessary. Please provide this information to the City before April 1, 1991. If you have any questions or if you have a problem meeting this deadline, please feel free to contact me at my office. Sincerely, � � �SL�-- � Lyle Oman, Building Official LO/tln cc: Jeanne A. Mabusth, Building & Zoning Administrator Bruce '�Vang, Building Inspector BUILDING&ZONING-473-7357 • ADMINISTRATION&FINANCE-473-7358 • PUBLIC WORKS-473-7359 ASSFSSING FAX-473-0510 ARCHITECTURAL & STRUCTURAL PRECAST CONCRETE • P.O. BOX 1360 • MAPLE GROVE. MN 55369 • [612] 425-5555 — Proj _nb.�!= �-�rAP��So1�1 Job No. '- — Spancrete '�`�z- ' � ��S Sh No � Mfdwest Co. Subj �t ��.��� C+�Ec.'� By � Date 4./\�ia�-- ..CA�i_ t�.��.J`G. 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So'� /Pc_au�C_ __. _ . ____------__...__ _ �___'P�-�P.u�L.___'.o.�L._ _-Fo'e.__-��5 _Lo�.o��� - sE� _. _ _ _. _ co►,�C'ucE� .�'�Z+tiJ'r - OvT .._.. , _. . �_.._v_. _. ____ ...__.�____-- __ ___.____.__ _ _...._..__ _______.. --- ;,_. __ .__.___ _ _ _ __. __. __ __�__.__�__ ____ _ _� __ --�_. ..___._.____--- ._________._ f __,.�----___--:_ .-.--- ,-____.. ,._.__. _ _ _ _. __ _____ _ __ ___ _ _____ __ _ _ ' ------ --.___.._ _ _.___�___ __ _.___�--- - -- ______- -_ __ ...___ _.-------------.--___.--__------__.__.._. ' I HEREBY CERTIFY THAT THIS PU1t�d WAS __ -- - _. _ Pi�E�AFi�f}8Y Ar1E GR:i�iND�n^iWY OiRcCT-__ .... ._._.. _.___. ___----_ ___.___._._ ,---- -__. _------ ------ - - � SUPERVISION+ AND THAT I__AAA,A__OUL.Y__.____.________ __ ._.____ ._.__-- _ _ _ . -- _. _ _._ _ _ REGISTERED PROFEBSIONA�ENGINEER UNDER THE EAWS OF TFiE STATE QF - � - - MINNESOTA. --. __ ------- ____ . _---- .-- --- �, �. � __ __ _ -- —__ __ _ - .__ _ . DATE � 1S �tl .REG. NO. l2 3�'1 ___---- ___--__. _ _ _ - - _ . _ __ _ _ _ _ _ S+� No 1 �U. 4 #* F'RESTF'ESSEL� 'MEMPFF' DE5IUhi �� � � Z DAVE HA�'F:I a01V — �#7:�-7�#�5 4/�c�/at\ F'LAIWk�:: CHEi=k' — SERIES �ASE.D ON INSF'EGTION EsY DAVE H. ��ON�:�El'E F'�:�F'EP,T I ES DEiVSIT'f {:P�=F'1 -- 14�� � AT �8 DAY$: �'i= Ck'�I'J = S.������ E�= $:�:S I:� = 4�5i.� AT F'ELEASE: A��E t DAYS� = 1 F' �=�I c:k:SI ? _ �. St�c7 F_i=I �k.S I j = ?cjcji� A�=:�:EL�RATED �=UF:E SE�=T I 01� DATA NONi=Oh1F'OS I TE �aE�=�T I DIV: TOF' W I DTH C I N. i = �c_>. c_�pi� STFh1 WIDTH t IN. i — 17. �5t� E+OTTOM WInTH C IN. i = �i�. sjc�i; TDTAL HEI�H7s: IN. � _ �3. ��C>�> TOF' FL+�. T h::. �: IN. :� = 1 . 37J L�OT. FL��. l" k�:. t: IN. ? = 1 . 875 AP•.E(� �: IIV. �) _ :�:1'�. 8 MOM. OF INEF.'T. C IN4�= 1513 Y OF i=. ��. �: I N. i — 3. '331 SELF WEI��HT�:k::/�T:� = C�. ':'�7 VOL. /SURFA�=E �'ATIO= 1 . 75t? S�AN AND LOAD DATA �:FOOT AND F•::I P UN I TS:� LEN��TH = '�� , LEFT EIVD/MEMEiEF: TO F,'IGHT END/MEMHE�' '�:: EFFE�:T:[VE SUF'EF'I MF'OSED LOADS: UN I FD�'M DL LL X 1 X�: .i��7 . 133 �� 2': �:ONi=ENTF.'ATED DL LL X . 7� 1. � lt� � AGE AT AF'� Y I Ni� SUFEF I MF'OSED DL�DAYS:� = �� WOFF�=:INi� LQAD �: IIV�=L. SELF—WT. � -------- ' DEAD LOAD FULL LOAu �'EA��:TION: L�FT = +�.647 +5. �2'� F'I�F-17 = +3. 57'3 +5. 72� MAX. F'OS. MOM. _ +'�1 . 7�E +�7.'318 LOi=ATED AT X = +iC�. ��C>C� +1C�. C�C��� F'EQ' D. ULT. MOM. _ +�7. '33� SH �0 3 F'PEST�ESS ST�'AN'D DAT(� �j \Q/�\ USE 1 Cf 5/16—I N�=H t::SC� k�S I -aTF:ANDS STF'A I�SHT P�:OF I LE !D��ATION C1IF aTF:AND5 FF:OM EiOTTOM i IN. ? : LEFT E�ID: 1 t:> C 1 . 1 E �'I��HT FND: SAME I N I 1"I AL F'F'ESTF:ESS = .7 T I MES ULT I MATE 70TAL ULT. STF'EN��TH = 145 k::IF'S LOi=:ATION OF �_:.��. S. : FF:OM LEFT SUF7. c.FT. ► F�:01`1 HOT. s: I N. � c:�.i�i�t7 1 . 16i� �',�. irC�t.� 1. 16C� STt�ESSES �:k�:S I ? LEr T F:I��HT I1V 5F'AIV TF•.AiVS. PT TF'ANS.FT �:X=1C�. ��C�) INITIAL: TQF' —��. 16'� —C�. 1E� +C�. 1�8 £�[7TTDM +c i. `38'� +�1. '�8'3 +�:�. 67� FINAL: � c:X=1�a. s�C�:� SF_LF—WT. ONLY--TOF' —�>. 1'�'�: —t:�. 1'�'� +�:�. '.�11 L�OTTOM +i f, 8i yt� +C�. 8C>i_� +i_�. �Cr 1 FULL DL-------TOF' —i�. i�76 •—ir, c.r7'� +t_�. �?3 E�OTTOM +c_�. 7JJ +U. 7�8 +i�. 'y48 FULL DL+LL----TQF' +c:�. �_�1 E +c_�, t7c77 +i�,����:� BOTTOM +i�. E6E +c_�. 67� —i�. '�55 PR. LOSS RATIO: INI7IAL ci. {��3�a �i. c:r3i_� c:�. ci77 ______________ FIIVAL U. ��#8 C�. �48 ��. �'�� ALLOW.ST�:E$SES: INITIAL =+'.�. 10UC�10MRP. :� ; —ca.,��#cTEIVS. :� ---�------____ F I NAL =+��.�SC�C C�OMFF. ) ;—U.8�#8�:T:� ULT. MOMENT Mu �EG?UI ;ED �:FT. k:� = 57. 9 Mu F�'OV I ED = 67. 6 AT 1�>. C►C�c:� FT. FF:OM LEFT SUF'T. ST�'. DEVE�.. LEN��TH�:FT. i = �. '3�4 �:SEi� 1'�.'3, Ai=:I �18-83:� SN �0 4 SHEAR '�/�o/a\ DIST. c:FT:�FF'OM W E E� 5 H� A F' LEF"f SUF'T. VU t:PS I:r Vi=:�:F'S I? �>. u�3 87. 4 �74. 1 1 . GC�� 78. 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