HomeMy WebLinkAboutS-101NOTE FOR THE WEIGHTS OF ALL SIEMENS EpUIPMENT SHOWN
ON THIS PLAN, SEE THE "EQUIPMENT LEGEND" ON SHEEi A-101.
3]'
18 1/2
I � I
SVLOMER PAO
LOCATION
CQNTR��
ROOM
EXAM . � ... �I...
ROOM
#8�32 IM
f j � W
ISOCEMER � �`
OF MAGNEf�---
e �
1
s-ioi
Z
s-im
a
EQUIPMENT
ROOM
SVLOAfER PAD
LOCAiION
���IB�
i i i
� � \
7
�D- — A�
9'-10" v 19'-8" AREA OF
PLOOR M THE ViQNitt OF THE
AfAGNET SHALL BE LEVEL WRHIN
+/- Xs'
SYLOMER PA� LOCATION
AIAGNEi ISOCEMER
SVLOMER PAD LOCAiION
LOAD DISTRIBUTION
A - 3,968 POl1ND5
B - 3,]]2 POUNDS
C - 4,603 POUNDS
D - 3,640 POUNDS
ACCORDING i0 OUR E%PERIENCE, iHE MASS OF iHE FLOOR SHOULD
BE 123 POON�S/SQOARE FOOT (CORRESPON�ING TO A THICKNESS OF
B" MINIMUM) TO ACHIEVE G00� VIBRATION AN� SiRUCTURE-90RNE
NOISE SOUNO ISOlATION. THIS IS A RECOMMENOATION.
ViBRnTiON OF THE SITE HAS THE nBlLitt TO AFPECT THE STABILItt AND HOMOGENEIiV OP THE MnGNETIC FlELD. THEREPORE E%TERNAL VIBRATIONS OR
SHOCNS AFFECTING TNE MAGNEf AfAV �EGRA�E IAfAGE QUALItt. IN TNE THREE SPATIAL ORIEMATIONS THE BWLOING MUST NOT EXCEE� ACCELERATION OF
a.00i m/s° oa -ea ae(c) c=s.ei m/s'
THE REQUIREMEM FOR amax IS MEASURE� f5 MAXIMUM RMS VAWE PER FREOUENCY COMPONEM <QSHz IN THE FOURIER TRANSFORMATION OF THE
RECORDED SiGNAL (SPECTRUM).
iHE VIBRAiION LEVEL OF WNiINU0U5 VIBRATIONS (CAUSE� BY AIR WN�RIONER, COMPRESSOR, EfC.) AT iHE LOCATION OF iHE MAGNEf MUST NOi EXCEED
THE SPECIFlED VALUES. FOR ALL NON-CONTINUOUS TRAN9ENT VIBRATIONS THE FlGURES SHOULD BE MULTIPLIED BY 4(OR 12 d8).
COMACi 9EMEN5 PROJECi MANAGER FOR MORE �EfAILS.
AN?I 4AiIC FLOOR COVERING IS NECESSARV i0 RE�l10E THE RISK OP S?AiIC ELECiRIC �ISCHARGES iHAi MAV �AMAGE SENSIiNE EQIIIPMEN?
AND COMPONENTS.
�
�
1/4.. _ � —
MAGNETOM VIDA BASE DETAIL
S�A�E:
,�8.._,._o..
rNE annEr�r rne�c ensE aurE Musr eE aECEss[o i�uro rHE roa
IAYER OF iHE FLOOR. iHE COMPLEfE BASEPIAiE HAS i0 BE COVEREO
WITH THE FiNISHED PLOOR COVERMG.
�CREWS FOR SECIIRING THE
iBLE BASE i0 iHE iL00RING T
STRUCTURAL NOTES
1) THE CUSTOMER/CONTRACTOR SHALL FURNISH AN� INSTALL ALL
STRUCTURAL SUPPORT MEMBERS NNO NEEDED HARDWARE FOR THE
INSTALLATION OF THE SIEAIENS EOUIPMENT.
2) THE OVERHEAD STRUCTURAL SUPPORT SYSTEM SHALL BE FIXED,
RIGID AN� BRACE� FOR SWAY.
3) ALL STRUCTURAL SUPPORT MEMBERS SHALL BE TRUE. SOUARE,
LEVEL, PARALLEL AN� COPLANAR WITH RESPECT ID EACH OTHER, WRH
A HORIZONiAL SiRUCiURAL SUPPORi MEMBER i0 BE LOCAiED AND SEf
WITH A TRANSIT.
4) ALL STRUCTURAL SUPPORT DEfAILS SHOWN ARE SAMPLE DEfAILS
BASED 11PON 1VPICAL AN� STANOARD BWLOING PRACTICES AN� ARE NOT
iNrENOEo ns ncrun� caNsraucnaN oEra�s. n�� coNsraucnoN
DEfAILS AND SUPPORi CALCUTAilONS SHALL BE PREPARED BY A
PROFESSIONAL STRUCTURAL ENGMEER AT THE CUSTOMER'S E%PENSE IN
iHE EVENi AN EX6iING SUPPORi SYSiEM IS i0 BE USED, li WILL BE
THE CUSTOAIER'S RESPONSIBiLIiV TO VERIFY THE INTEGRIiV OF THnT
SYSTEAI.
5) AfOUNTING PIATES, FRAAIES, AND HARDWARE SUPPLIED BY 9EAIENS
AS OEfAILE� IN THIS �RAWING SEf ARE INSTALLE� BY SIEMENS UNLE55
OTHERW6E REQUIRED. ANV DEVIATION FROM THE PROVIDED MATERIALS
OR MOIINTMG AfEfHODS IAlIST BE OESIGNE� ANO �OCl11AENTED BY TNE
STRUCTURAL ENGMEER OF REWR�. ALTERNATE MOUNTING MATERIALS
Q.E ANCHORS, THREADED ROD, BACKING PlATES, EfCJ MUST BE
Sl1PPLIEO BY THE CUSTOIAER/CONTRACTOR. SIEMENS MAY RE�l11RE
ASSISiANCE FROM iHE CU510MER/COMRACiOR WIiH INSiALLAiION WHEN
11TILIZMG ALTERNATE AIOUNTING MATERIALS.
6) ALL CEILING FlXIURES Q.E AIR SUPPLV GRILLES. AIR REfURN
GRILLE$ E%HAUST GRILLES, SPRINKLER HEA�S, INCANDESCENT AND
FWORESCEM LIGM FIXTURES, IMERCOM SPEAKERS, ME�ICAL GAS
COLUMNS, EfC.) SHALL BE INSTALLED FLUSH MOUNTEO WITH THE
FlNISHED CEILING TO PROVIDE FREE AND UNRESTRICTE� TRAVEL OF THE
SMS CEILING MOUME� EpUIPMENi.
J) THE BOTiOM SIDE OF THE 11NISTRIIT CEILING GRI� AN� ANY CEILING
MOUNiEO SUPPORi PlAiES ARE i0 BE INSiALLEO FWSH WIiH iHE
FlNISHED CEILING. THE ClISTOMER/CONTRACTOR SHALL AL50 PROVIOE
COVERSTRIPS FOR THE UNISTRUT.
8) THE STRl1CTl1RAL PLANNING AS SHOWN ON TNE 1/4" STRl1CTl1RAL
PIAN HAS BEEN COOR�INATE� WITH THE EOUIPMEM LOCATION AS
SHOWN ON THE t/4' EQUIPMENT IAYOUT PIAN. FOR THiS REASON, aNV
�EVIATIONS FROM TNE STRUCTURAL PLANNING AS SHOWN MUST BE
APPROVE� BY SMS PUNNING �EPARiMENi.
9) THE STRUCTl1RAL ENGWEER OF RECORD SHALL BE RESPONSIBLE FOR
iHE DESIGN ANO OEfAIL OF FLOOR, WALL AN� CEILING SiRUCiURES IN
ACCOROANCE WITH THE WEIGHTS, MOAIENTS AND FORCES AS SHOWN ON
Ol1R STRUCTURAL CALCULATIONS, OR WFORMATION,IN CONSI�ERATION OF
FORCES AS DEfERMINE� PER LOCAL GOVERNING 9UILDING COOES.
FLOOR LOADING TABLE
POUNDS
MAGNET AND PATIENT TABLE 16,513
MAGNET ONLY FLOOR LOADING 16,204
LOAD DISTRIBUTION PER SHIM SEE
PLATE DETAIL 1
PATIENT 550
E iABLE
SIEMENS
GTOR.
3/8' RECE55 M FLOOR
FOR PLAiE AND AOHESIVE.
SECTION A—A
E%AMPLE OF BASEPLhTE MOUNTING,
SECTION THROUGH RF CNBIN FLOOR,
NOT TO SCALE.
Oj RNISHEO FLOOR CWERING
OFLOORING, SPEQRE� BV OiHERS
ORF SHIEL� BV SHIELDING VEN�OR
Oq VAPOR BARRIER
O5 WNCREfE FLOOR
2
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
�sv�� �\o�v�N�nA wl
�
onrE: 12/02/19
BASEPLATE FOR MOBILE PATIENT TABLE
CEILING HEIGHTS
MAGNEf EXAMINATION ROOM: 7�—� ��� MINIMUM
EouiPMENt RooM: 7'-3" MINIMUM
au nNa�uRr arz�.s: 6'-11" MINIMUM
Q1 09�06�19 COMPLEfE NEW IAYOUT BPSED
ON lAlESi WALL BACKGROONOS
Qo oe/z�/is �sonaoru ontEo oa/s�/is
f3PPtlrEO BI CI1S70YERS FOR FlNPLS
N T I O N. �� �� � ��� �, � ���� �, � �,�� ��� . � �� �� � k- � �� � �, � aan H i i F �c�iF•c�cr i i ui i i�_� u i i FF i i ri F vi SVM DATE DESCRIPTION
� � � ��� � � ��� �� �� �:� � �,� ����., �� � �� :� �, � �� � �� ��r� ��� t�,��� ,�, � �
r.i i ui i i �- rF n i rF u F i F i ini, u i� FF F m � i �� u F i � i, o-i i r ��v m mi i� eF�- F i:n
iii ii i� �s i� i m _m.�vui ii i iiai,.m H u,i�i -i v.,iii. ��� i i i i. ,vi�i� F^ii^ i i vF.i u n. —ISSUE BLOCK—
S�A�E:
��8.._�._o..
VIDA
REV 8
- G�-i� "�-F Tf Ilu f�=�G-
�� " SIEMENS
�'�. , � _ � r, _
IU HEALTH NORTH HOSPITAL
11700 NORTH MERIDIAN STREE�, CARMEL, IN 46032
MRI ROM �JB132 — MAGNEfOM VI�A VIOA XQ GRADIENTS
��� F -« : � �� PRo�Ecr #: sHEEr:
-.. . TI � �I . i..� _
��` � � : �� � � '1 90'1 780
nlll=
F i� �TF F i,s.
ALL RIGHTS ARE RESERVED. sNeEr ov oRnwN er: S 101
5 10 D. BRISiOE
SCn�Es NOTED REF. 7-PZZCYK �AiE: 09/O6/19