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PARTIAL PLAN OF
CONCRETE TOPPING
1. See Architectural Plan for exact dimensions.
2. Verify dimensions and elevations with equipment supplier,
arid with RF shielding Contractor
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ELEVATION S115
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ELEVATION S116
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ROOF FRAMING PLAN
1. Top of steel at elevation 111' -11" unless noted.
2. Columns to he WC.x15 with 8" x 0' -8" x 1/2" base plate and
8" x 0' -8" x 1/2" cap plate. Provide 2 - 3/4" A307 anchor
bolts, 1" nonshrink grout and temporary support until
lateral bracing is in place.
* Indicates beam with top of steel at elevation 112' 7"
** Indicates removable beam or deck for equipment
installation. Note that both beam and deck should be
installed so as to allow future removal.
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DETAIL S117 DETAIL S118
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SECTION S112
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SECTION S113
GENERAL
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AI.I RKINFOF(('INC, 10 Itlf GRADE, 60, -
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SECTION S113
GENERAL
NOTES
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MI•J111„N ('ow.1,r•'I'F: (•OVER oVI.:It ItP.INI'ORCINIi S'1!<I•:1 Slinl•L Ill.. AS hc,1U,W::•
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ttJ ::INCCII!R•1.I, :�LA11S 11rJiISS Slff UR Nt)I'F:D OIIII'Itt.'ISI ?.
r-nNCftl•It. FXi"'s it III LIIF. WIA111111 SIMA.11K ,1111 ENIPAINVI+. All,
it.
AI.I RKINFOF(('INC, 10 Itlf GRADE, 60, -
r•:IJ /'UU('RFIF NAY 111•: All?- LN'IRAINI•:D OR NON-A1Ir-- EN1- RnINi:D Al 1111•
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II?M"IORS Ol IION. 1.01? St'Itl•A(F FINISNFS AND 01111,1? .MF
RGO111IO'NIs.
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111.5 111, 1'AIMICA "11ON OI' RI•,IrN•Olrr'I• ?11'111 , IIANIIIAW;, ANI) 1'1,,Wl•.rn•.NI ,1I•
C(,N(111 :T F., CON S1:1;:'I IoM O1, oil W, ANN I'LACEMEN1 Of' T?FINFORCI•JIFr.II
"1"1
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IN inli.S hr)it DESIGN, FAIMICATION AND FWCPION OF ALL SIRIY"11'RAI, SIFFI,
OIIIF:IJWISI: ('rr\I!RI•:U ts TR.h. 1'I,ANS AFIU SI'FC111,. " \II(INS, 51111,1. ( :OMI'1\
511.11,1. it!". IN I\1'(' ,1T?PAN1'F WI'111 '1111•; LAI'FSI' A.I.S.C. S1nNDnitDS 111111(55
11 1111•. A.('.1 r'nUF: RI(1)I,1 RI <MI•:N I'S OI• llJ l'. LnI F:C'1 I71•.115FU hall..,
OI fit RW 151( MOIF:D ,1N ::I'1•:('IFII•;h,
Cr,W`IROCIION. .l(,INIS IN 1111•: COUCI+I•.Ih: W, \1.1.5 nlllll+ 111• \rJ 1111"0
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SI-V SPI-CIFICAI "IONS F,1It Itrtl.l' AND WFII? It F:OUII2ENF:NIS. 1'11(1,11 C11rJNFJ'i -1,1Ns
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\WINGS FOft ADDITIONAL DF.IAILS•
N1'1', IIAV HE 1151•:11 FOR StIvII NINON ( :ONNFC'1'IONS AS SIIF.LF nN<;1,1'S,1'LOSUI+Its,
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NOI IIAC'KI' I I.I. AGA I NS'1 CONC'RE I'F WALLS UNT T 1A. ME S111'i`C,I? l I NU
,OR S1 Aft, 'IIIF WA1,1., 1,IAVF AT"IAIrJF.D A WNIMiIM CWllTESSJ \'E SIPI- IGIll
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MINIMUM 111WENESS 01, ALL CONNI•:( "I JON MAI'EIIIAL 10 Itl•: ;t /N" UNLESS IJ ,111.:0,
2/;1 OF 'IIIF ?'SI(IN COM1'Iri'SS1 F SIIJENGTII.
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MILL 'IIIF DF AR N; S11RF1CFS OF ALL COMPIMSSION MFM 111'.ItS.
. IInl.61; DI LLF I) INTO till' 1,1111111•IF 1,01? hOWF1R SHALL BE 1M.411-1, 'nll•;h \S
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01M.1, I.1, 11014•:5 1 / 1" 1 ARG!• It 'f I1AN R.AR OR 1401,1' Tn Ill F.MRFDDF.D,
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011111, fIrl• 11111 F. A MININUN 1)I' 15 IIAII 111AME11 -iri; hPl•I' OR AS SII1110; IIN
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nr. "R 'Alv l ItF I'WIVII)1(1) IN A MINIMIIM Oh 3 SPAN I,1•.NG'I'il ^, WIII -All 1'055IItl,h..
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i'f!11111F WELDS. WELDING PAIi'EIIN SHALL RF AS FOLLOWS:
r'ONSIfl,I' WI 'I 11 A/F FOR 1.1111'1111•;1{ P ECONFIENNA'1' IONS.
A. At 5���l•:I I•;NhS -------- 12" O.C. '
It. Al h'DGF; rlI" IE.C( ------ 12" O.N. 1
t'. At INIERIOR SlIPPOR1- 12" O.C.
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SECTION S108
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ENV 5115
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PLAN DETAIL S109
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1. PIrO\'Ihl( :12 CAIMIUM PI•A'I'I•:h StIF.F.'r MF:'I'A1, Sr'►tF,WS A'1' 30" O.C. 1'r M{ ALL
h:I IFORCFMENI', OTHER TTIAN WELDED WII2F 1'nURT(', SIIALI. IIAVF. hFFORMFD still LA 1.
lo•ACFS IN ACr'oRDAN('F. WI'I'R A.S. "f.M. A105 SlI. SI1',r'II.ICAI'IONS FOR ADD1TfONAL INFORMATION ItEMWIDING ItECK AND
III SIIr11' 11PAW'INGS F(,R RI•:INI.ORCM; S'IFFI, SIIALI. INCIAIf,: S,ALF I•.I.EVAllt)NS IN51'ALI,AIION.
1 nl.l I"W(Alkl . WALLS. -
G, I'll, VIUF SUPPORT FOR ALL FWiFS OF I)ECK W11F'IIIFR SIIOWN ON 7IIF UI?AWINt;S 011
IIF'J WAT.1,5 PASS OVER CONCRETE FOOTINGS PI70VihF: hOWF:L5 loft '111F lJAia.. FOIL N,)I .
I AF AND SPACING !)F DOWELS SEE. SECTIONS AND DE1 A I LS. PROVIDE COI?NI•;17 11AIIS
I Ail WAtI ( I. ,17NFIiS ANit WAI INIF.RSE('T1ONS' SECTION S1 14
DF.STI;N:
FI 1 1112 1,t1I.1 -; AND 1'11.11 rInIN SIPI'.1, f0 WOOD I'O.';IIION11Jr; Ilrlll \II•�; 1. '1111' I•oLLOWING i3OA11S WIIFRF. USED IN THE, DESIGN OF 'I'lIF It1111.DIN(;:
I I,1t,,O \fi(,tJ CrJP 1'LoOlt I,F.\'FIS ANU 11NM'F, nrinlNS1 hIST'I,A11•MF:r!I. - - _- —
1 \II n01 ;:1'Jr;': IN S(11;11' SLAIts PROVIDE 2 -k5 \ OPFUIN(; W11'I11 f 1' 11 A) SN "W : ............................. 60 I'SF 5�11c l �1
It IIIF `111'011• ( +I• fill( SLnp Al' \1,1. S1DFS OI• 1111( OPFNIN(; UNIP.!ti r1IIIFPhI¢I, NI WI "JI ? ........ .......................1.1 I'SF
t'1 rl ?11,ING5:
m,ln; ult l;,'IFh 1111 '111W PLANS. ......................... •4 PS!'
IIh.PI 1111,1hS 4171( INI,IC'ATF:It, 1'RUVIDP; SI'ANhARIt II( >(,KS I'hlt ,1.(', I Ardt, r:l FfAGNF.fI(' FORCE, AND MIS('............ 1(7 !'SF
. I'.::. 1 1'�Ir , \1.i, D.41rS IINI•I•:SS OTIIF.I7 IIUOF: DI11 F.N: <IONS ARE SRr ,WN nr, 't 111•:
'l,. '1 III` IUrI r,DIN(: IIAS UI'F:N DI•:S IGNI•;h IISING nN 75 rll'il W "•',+ LOAO.
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PLAN DETAIL S110
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FOUNDATION PLAN
I. Elevations shown are in relation to first floor line datum 100' -0"
(USGS Datum 854.00).
2. Hatched areas indicate existing construction to remain.
3. This information was obtained from the owners existing construction
documents and is unconfirmed. Contractor is required to field
verify all existing information and noti..,fy A/E immediately of any
discrepancies..
4. Refer to Shielding drawings, Fgliipment drawings and Architectural
drawings for additional information and requirements.
5. Refer to Specifications for additional requirements concerning
Earthwork.
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- SECTION S105
CL
SECTION -S106
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SECTION S107
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SECTION S101
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_SECTION
- -S102
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SECTION S103
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SECTION S104
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Mark Date Description
Inc. 2851
`'•• STATE OF t)
%r7�JJJlI JJJ I1ltlllltllpaA\"I�
E30YD/SOBIERAY
ASSOCIATES i
6810 North Shadeland Avenue
Indianapolis k►diana 46220 317 -849 -7878
k„
Vincent
CARMEL HOSPITAL
13500 North Meridian St. Carmel, Indiana
MRI SUITE
CARMEL
MEDICAL
BUILDING NO. 2
STRUCTURAL PLANS
AND DETAILS
Scale
AS NOTED
Date Comr ission 76080
Coord JES
Drawn DBJ
Amoved DLJ S1