HomeMy WebLinkAbout10149228.pdfAB.
ANCHOR BOLT
GB.
GRAB BAR
A/C
AIR CONDITIONING
GL
GLASS
ACT.
ACOUSTICAL CEILING TLE
GP.
GRADE
ADJ.
ADJACENT
GYP BD.
GYPSUM BOARD
AFT.
ABOVE FINISH FLOOR
INSUL
INSULA11ON
AL
ALUMINIUM
INT.
INTERIOR
AV.
AVERAGE
LAV.
LAVATORY
ADA.
AMERICANS WITH
PL.AM.
LAMINATED PLAS11C
DISABUIES ACT
LF.
LIGHT FIXTURE
BRG,
BEARING
LA.
LINEAR FEET
BLG,
BUILDING
MAX.
MAXIMUM
BLK.
BLOCKING
MEM
MECHANICAL
a
CONTROL JOINT
MISC.
MISCELLANEOUS
CLa
CEILING
NIC.
NOT IN CONTRACT
C L
CI:47M LINE
NO.
NUMBER
CT.
COUNTER TOT'
NOM.
NOMINAL
CO.
CLEAN OUT
OC.
ON CENTER
CONC.
CONCRETE
OPP.
OPPOSITE
CONT.
CONTINUOUS
PL
PROPERTY LINE
CMU.
CONCiR£i£ MASONRY UNIT
PLY.
PLYWOOD
CSV.
COMMERCIAL SHEET VINYL.
R.
RADIUS
DF.
DRINKING FOUNTAIN
RA.
RETURN AIR
DIAL.
DIAGONAL
RD.
ROOF DRAIN
DIM.
DIMENSION
REF.
REFERENCE
DET.
DETAIL
REV.
REVISION
DK
DRAWING
RM.
ROOM
DWR.
DRAWER
SC HI).
SCHEDULE
EA.
EACH
SEC.
SECTION
ELEV.
UVA1ICN3
SHT.
SHEET
aic.
ELECTRIC
SIM.
SIMILAR
EQ.
EQUAL
STD.
STANDARD
EXIST:
EXISTING
78.
TOWEL BAR
EXT.
EXTERIOR
TO.
70P OF
EJ.
EXPANSION JOINT
TYR
TYPICAL
FD.
FLOOR BRAIN
UL
UNERWRITERS LABORATORY
FE.
FIRE EXTINGUISHER
VCT.
VINYL COMPOSITE TILE
FIN.
FINISH
VIF.
VERIFY IN FIELD
FL
FLOOR
VERT.
VERTICAL
FLA.
FINISHING
W.
WIDE
FO.
FACT; OF
W/
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FOS.
FACE OF STUD
W/O.
WITH OUT
FUR.
FURRED
WC.
WATER CLOSET
GALV.
GAL.VINIM)
WD.
WOOD
GA.
GAUGE
DRAFTING SYMBOLS
OR KEYNOTE
DOOR NUMBER
'9.....- WALL TYPE
WINDOW TYPE
NORM ARROW
1 SECTION NUMBER
..7 SHEET NUMBER
�R NUMBER
/f.
t 11
VC
E` 1:` ELEVATION
-SHEET NUMBER
ROOM
ROOM FLOOR TAG
ROOM CIELING TAG
■'.�(...
1EQUIPMENTBE
f IR SUPPLIED a
INSTALLED
iR1R��
EQUIPMENT NUMBER -
R ED
CONTRACTOR SUPPLIED
INSTALLED
No
AI
SITE
a
PROJECT DATA
Q' ;,
li. f lM SPRINKLERED
AREA OF QR-K. 4.180 SO FT.
MAXIMUMTABLE 5--B (UBC)
BASIC ALLOWABLE AREA 12.000 SF
ALLOWABLE W/3 SIDE SEPERATION 24.000 SF
(INCREASE SHALL NOT EXCEED 1007)
ALLOWABLE W/FULL SPRINKLERS 36,000 SF
T.�L.A a� wA811 AREA:
"B" OCCUPANCY
72,000 SF
72,000 SF
ACTUAL AREA
4,180 SF
MA-XIM.UM
ALLOWABLE HEIGHT 55 FEET
EXISTING HEIGHT 20 FEET
NUMBER 5IORIES IABLE i i
ALLOWABLE• STORY
STORYEXISTING ONE
■t■
EXITING i r~ilea. PROVISIONS 68
A �I A,
CAORNIA
LQ GENERAL NOTES
MINiMU OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION PER CBC SECitON 1202
DEFERRED APPROVALS
1. AUTOMA11C SPRINKLER SYSTEM DRAWINGS.
CODE SUMMARY
WORK TO CONFORM TO ALL APPLICABLE NATICNdAL. STATE AND LOCAL CODES INCLUDING
-2001 CALIFORNIA BUILDING CAVE 106.12 WITH 2001 C BC AMMENDMENTS
-2000 UNIFORM MECHANICAL CODE
-2000 UNIFORM PLUMBING CODE
-1999 NATIONAL ELECTRICAL CODE
-1ITLE 24. PART 2
-2000 UNIFORM FIRE CODE
LEGAL DESCRIPTION
ALL OF PARCELS 1.2 AND 3 OF PARCEL. MAP IN THE CITY OF SANTA ANA. COUNTY OF ORANGE.
STATE OF CALIFORNIA, RECORDED IN BOOK 40. PAGES 5 AND 6 OF PARCEL MAPS IN Eli£
OFFTC E OF THE COUNTY RECORDER OF SAID COUNTY. EXCIrP71NG FROM SAID PARCEL. 2 THAT
PORTION THEREON` CONVEYED TO THE CITY OF SANTA ANA BY DEED RECORDED MAY 17.1972
IN BOOK 10130. PALE 417. OFFICIAL RECORDS, DESCRIBED AS FOLLOWS:
BEGINNING AT THE WESTERLY TERMINUS OF THAT SAID COURSE IN THE NORTHERLY BOUNDARY
OF PARCEL 2 OF SAID MAP THAT REARS NORTH 89 DEGREES, 3 MINUTES, 58 SENDS WEST
74,47 FEET: THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY NORTH 86 DEGREES. 12
MINUTES. 27 SECONDS WEST 75.11 FEET TO A PCNNT ON A NON -TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 30.00 FEET. A RADIAL AT SAID POINT BEARS NORTH 39
DEGREES, 1 MINUTE. 25 SECONDS WEST, THENCE CONTINUING ALONG SAID NORTHERLY
BOUNDARY SOUTHWESTERLY 5.3 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 10 DEGREES, ES 7 MINUTES, 33 SECONDS TO A POINT ON A LINE PARALLEL. WITH AND
59.00 FEET SOUTHERLY FROM THE CENTRAL LINE OF MAC,ARTNUR BOULEVARD AS SHOWN ONE A
MAP, A RADIAL AT SAID POINT BEARS NORTH 49 DEGREES, 8 MINUTES, 58 SECONDS WEST;
THENCE LEAVING SAID CURVE ALONG SAID PARALLEL LINE SOUTH 89 DEGREES. 3 MINUTES, 58
SECONDS EAST A DISTANCE OF 7&76 FEET TO THE POINT BEGINNING.
, mo
s
MEDICAL OFF10ES
. # 140
MEDICAL OFFICES
k
PROJECT TEAM FIRN-T BARP41-ER @ _ROOF YES
C IENT 4
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DRIVE
SANTA ANA, CA 92704
TEL: (562) 923--5521
FAX: (562) 923--1604
PROJECT MANAGER: PAUL WOOTEN
BUILDING OWNER
CENTERPARK PLAZA
6131 ORANGETHORPE AVE.
BUENA PARK, CA
TEL.: (714) 523-y7116
FAX: (714) 713--6767
PROPERTY MANAGEMENT: ANN WHITLEY
CT SCAN EQUIPMENT MANUFACTURER
SIEMENS SOMATOM EMOTION
MRI SCAN E UIPMENT M NUF CTURER INS AI LER
HITACHI MEDICAL SYSTEMS
1959 SUMMIT COMMERCE PARK
TWINSBURG, OHIO 44087-2371
TEL (330) 425-1313
FAX (330) 425-1410
PROJECT MANAGER. JIM BROWN
R F E UIPMENT MANUFACTURER
SPECTRUM MEDICAL X—RAY CO.
1721 STEWART ST.
SANTA MONICA, CA 90404
PHONE. (310) 828--6161
FAX: (310)-828-6400
PHYSICIST
DONNA EARLY
MEDICAL HEALTH PHYSICIST
MEDICAL. PHYSICS CONSULTANT
12107 W. JEFFERSON
CULVER CITY CA 90230
PHONE: (310) 236--6991
FAX. (310)--306-r7817
CONTRACTOR ARCHITECT
RIOPELLE DEVELOPMENT COMPANY
2935 SAN L.UIS REY ROAD
OCEANSIDE, CA 92054
TEL (760) 439-6344
FAX (760) 439--0705
STRUCTURAL ENGINEER
MHP/SOLE & OLSON, INC
4500 E PACIFIC COAST HWY
SUITE 100
LONG BEACH, CA 90804
TEL (562) 985--3200
FAX (562) 985-1011
ELECTRICAL ENGINEER
LSW ENGINEERS
NEAL ALAGIA
5560 RUFFIN ROAD, SUITE 1
SAN DIEGO, CA 92123
TEL (858) 268-3224
FAX (858) 268-1739
MECHANICAL ENGINEER
LSW ENGINEERS
DEVIN ABEL.LON
5560 RUFFIN ROAD, SUITE 1
SAN DIEGO, CA 92123
TEL (858) 268-3224
FAX (858) 268-w1739
Nc /c�y-' Apr'*VA" ��/' .
SHEET INDEX
ARCHITECTURAL_ DRAWINGS
G-1
TITLE SHEET, PROJECT DATA
G-2
GENERAL NOTES
A-1
SITE PLAN
A-2
DEMOLITION PLAN
A-31
FLUOR PLAN
A-3.2
DOOR. WINDOW, & FINISH SCHEDULES
A-3 3
EQUIPMENT ENLARGED PLANS AND SCHEDULES
A--4
REFLECTED CEILING PLAN & INTERIOR DETAILS
A-5.1
ENLARGED PLANS & INTERIOR MA11ONS
A-&2
ENLARGED PLANS & INTERIOR ELEVATIONS
A--6
ROOF PLAN
A-7
S£CTTQNS & WALL TYPES
A-8
NOT USED
A-9
ACCE$1BILIIY DETAILS
SP-1
SPECIFICAIICNRS - DIVISIONS OF WORK
SP-2
SPECIFiCA71ONS - DIVISIONS OF WORK
SP-3
SPECIFICATIONS - DIVISIONS OF WORK
STRUCTURAL DRAWINGS
S--1
TYPICAL NOTES AND DETAILS
S-2
PARTIAL. FOUNDATION PLAN
S-3
PARTIAL FRAMING PLAN AND UN#STRUT SUPPORT PLAN
S-4
EQUIPMENT ANCHORAGE DETAILS
S-5
UNISTRUT SUPPORT PLAN, SECTIONS, AND DETAILS
OR
1
Revisions
1
DESCRIPTION
LJ
ECHANICAL DRAWINGS
M-1.1 MECHANICAL :SCHEDULES
M-1.2 MECHANICAL SCHEDULES
M-2.1 MECHANICAL DEMOLIMON FLOOR PLAN
M-12 MECHANICAL FLOOR PLAN
M-13 MECHANICAL ROOF PLAN
M-3.1 MECHANICAL DETAILS
P--1.1 PLUMBING SCHEDULES
P-21 PLUMBING DEMOLITION FLOOR PLAN
P-2.2 PLUMBING FLOOR PLAN
P-3.1 PLUMBING DETAILS
C v Firm Name and Address
ELECTRICAL DRAWINGS h.�..
E 1 SPECIFICATIONS, SYMB I S
E 1.1 TITLE 24
E-Z1 POWER PLAN
E2.2 LIGHTING PLAN
E-23 POWER PLAN Cogan
E-31 SINGLE LINE DIAGRAiA w:. R.IO Ile Development
y 29 San Luis Rey Rd., OC�ean, a. g� x
�wy(.760)439.66344 Fax (760) 439-( _ izo
afILRR.16.i
NOTE
x } 11,1 1 X ORA S„ DESW AND NORM11ON
D0z,: ARE THE PROPERTY OF RIOPEII.E t�ilEi tlFf�IF� . u a � IN tE AND SHALL NCD 8F EDP.
No e,"` " K01M N "& OR IN PART TO PROVOEx
enor 'ion 1. l w a4u" MiNE FiAi M AN1 M PARTS 3
Ri}C,. ALL PATENW MATERIAL OWARG HERIN A1�3
RDC SHALL BE THE PROPERTY OF RDC. COPY ff 11A
IMANCE.
SCOPE OF WORK Of
PROJECT INCLUDES INSTALLATION OF MRI SCAN EQUIPMENT, CT SCM EQUIPMENT, �
CONSTRUCTION OF NCNB -BEARING WALLS AND DOOR INSTALLATION. RF, CT AND MRI
EQUIPMENT. FINISHING OF FLOOR, WALLS, INSTALLATION OF NEW SUSPENDED CEILING,
INSTALLATION OF NEW HVAC TO SUPLIMENT EXISTING HVAC SYSTEM AND ELECTRICAL STEP Project Name and Address
DOWN TRANSFORMER AND PANELS
919,E
Date
04/04/2005
Scale
NONE
13. ACCESSIBLE DRINKING FOUNTAINS
ACCESSIBILITY NOTES
1. PUBLIC WALKS FROM THE BUILDING M THE PUBLIC WAY AND TO PARKING AREAS DESIGNATED
AS ACCESSIBLY SHALL COMPLY WITH CHAPTER 11% PART 2, TITLE 24, OCR. PROVIDE WALKS A
MINIMUM OF 4IT' WIDE AND WITH A GRADIENT NOT GREATER THAN 5% (1:20), WITH NO ABRUPT
CHANGES GREATER THAN I' IN THE DIRECTION OF TRAVEL.
2. PROVIDE WALKS WITH LEVEL LANDINGS AT ALL EXTERIOR EXIT DOORS, COMPLYING WITH
CHAPTERS 10 AND 118. PART 2 TITLE 24, CCR„ WITH NOT LESS TITAN 60' x 60' IN DIMENSION
AND WITH MAXIMUM 2% SLOPE.
3. SURFACE CROSS SLOPE fiWENT SHALL NOT EXCEED 2% PER FOOT AT WALKS AND PATHS
WITHIN THE ACCESSIBLE PATH OF TRAVEL.
4: PROVIDE ACCESSIBLE BUILDING ENTRANCES COMPLYING WITH CHAPTERS 10 AND 118, PAR7Z
TITLE 24. GGR. UNLESS SHOWN OTHERWISE.
& PROVIDE WARNING CURB, RAILING/GUIDE RAIL OR OTHER PROTECTIVE DEVICE AT ALL. ABRUPT
CHANCES IN LEVEL. (EXCEPT BETWEENA WALK/SIDEWALK AND ADJACENT STREET OR DRIVEWAY)
COMPLYING WITH CHAPTERS 10 AND 11B. PAR72, TITLE 24, CXR. PROVIDE MINIMUM 6' HIM
CURB, WHERE GUARDRAIL OR HANDRAIL OS PROVIDED. NO CURB IS REQUIRED IF GUIDE RAIL IS
PROVIDED CENTERED AT 3' ABOVE SURFACE OF WALKWAY PLUS OR MINUS 1'r NO CURB IS
REQUIRED IF WALKWAY IS 5% OR LESS IN GRADIENT OR NO ADJACENT HAZARD EXISTS,
.,`# ! »# # . # i !'##" aka' # # r ! ###•
�r._;# a.> a# " •E 'k 'a� !#r' # : #•a a# ask
• , i # !"# #' #'* a • it - *< k! - ` k " �' # #
kk' ka a' # �# ! # #' # « a ' 'i1 »t as ! # • : #
It Al ' k a1 # •
a` k rr #' • • ' a
rl # k#, '•• a
.., # }• . ki<a►"4"' ;t �" ♦ ish a r #: • r t
#' k # :+. TOES # # # • r :, # #;, # �. , .. • i �! i ' i ! k
''# # �' k it *# * � i•##i. # .' k # i k *"# !
PROVIDE ACCESSIBLE URINALS COMPLYING WITH CHAPTER 118. PART2, TITLE 24. OCR, AND
ACCESSIBLE DIMENSION SCHEDULE.
• PROVIDE ACCESSIBLE CONTROLS COMPLYING WITH CHAPTER 11% PART2, TITLE 24, GC R, AND
CHAPTER 15. PART 5. TITLE 24, CM
WHERE URINALS ARE PROVIDED, PROVIDE AT LEAST ONE ELONGATED RIM FIXTURE WITH RIM
MOUNTED AT A MAXIMUM OF 17' ABOVE THE FILM. PROVIDE: FLUSH CONTROLS OPERABLE BY AN
OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 5 LBS.. EMOTE LOW VOLTAGE
BUTTON OR OTHER APPROVED CONTROL DEVICE. MOUNT CONTROLS A MAXIMUM OF 44' AFT":
9. ACCESSIBLE LAVATORIES
. PROVIDE LAVATORIES COMPLYING WITH CHAPTER 110. PART 4 TITLE 24. CM AND ACCESSIBLE
DIMENSION SCHEDULE. SET: DETAIL 1/A-9.2a1
• PROVIDE ACCESSIBLE CONTROLS COMPLYING WITH CHAPTER 118, PART2, TITLE 24, CM AND
CHAPTER 15, PART 5, TITLE 24, CC R.
• PROVIDE LAVATORIES WITH MINIMUM 29" CLEARANCE FROM FINISH FLOOR TO APRON. PROVIDE
KNEE CLEARANCE UNDER FRONT APRON MINIMUM 30' WIDE. MINIMUM 27' HIGH MEASURED 8'
BACK FROM APRON FRONT EDGE. PROVIDE TOE CLEARANCE MINIMUM 9' HIGH, 30' WIDE,
EXTENDING MINIMUM 17' IN DEPTH FROM THE FRONT OF LAVATORY.
INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORY. SHARP OR
ABRASIVE SURFACES UNDER LAVATORIES ARE NOT PERMITTED.
PROVIDE FAUCET CONTROLS AND OPERATING MECHANISMS OPERABLE WITH ONE HAND AND NOT
REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST: LIMIT FORGE REQUIRED TO
ACTIVATE CONTROLS TO MAXIMUM 5 I.S& SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET
REMAINS OPEN FOR AT LEAST 10 SECONDS.
la ACCESSIBLE SINKS
PROVIDE SINKS COMPLYING WITH ABLE DIMENSION SCHEDULE.
• PROVIDE: ACCESSIBLE CONTROLS COMPLYING WITH CHAPTER 11% PART2, TITLE 24, CDR, AND
CHAPTER 15, PART 5, 71U 24, CM
* PROVIDE KNEE CLEARANCE UNDER SINKS MINIMUM 36' WIDE AND MINIMUM 27: HIGH, MEASURED
FROM FINISH FLOOR TO BOTTOM OR SINK, AND EXTENDING A MINIMUM OF 19' FROM APRON FRONT
EDGE.
PROVIDE SINKS WITH MAXIMUM DEPTH OF 6
• INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER SINK. SHARP OR
ABRASIVE SURFACES UNDER SINKS ARE NOT PERMITTED.
• PROVIDE FAUCET CONTROLS AND OPERATING MECHANISMS OPERABLE WITH ONE HAND AND NOT
REQUIRING TIGHT GRASP. PINCHING OR TWISTING OF THE WRIST: LIMIT FORCE REQUIRED TO
ACTIVATE CONTROLS TO MAXIMUM 5 LBS, SELF -CLOSING VALVES ARE: ALLOWED IF THE FAUCET
REMAINS OBI FOR AT LEAST 10 SECONDS.
'# !
a` I~••::•' •", # x# •# •ka # �•k :, as #
.' # ! k #`' � #' « k , « a> » ►• } is h ;t
-PROVIDE DRINKING FOUNTAINS COMPLYING WITH CHAPTER 118. PART2, TITLE 24. OCR, CHAPTER
15, PART 5, TITLE 24, OCR AND ABLE DIMENSION SCHEDULE.
• PROVIDE DRINKING FOUNTAIN WITH MINIMUM 18' DEPTH.
-PROVIDE DRINKING FOUNTAINS WITH KNEE CLEARANCE MINIMUM 30 WIDE, MINIMUM 27' HIGH
MEASURED r BACK FROM FOUNTAIN FRONT EDGE. PROVIDE TOE 0EARANCE MINIMUM 9' HIGH,
32' WIDE, E)(TE IDING MAXIMUM 6' IN DEPTH FROM THE REAR WALE.
• SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE,
• ACTIVATE WITH LEVER. PUSH BAR OR OTHERAPPROVED CONTROL LOCATED MAXIMUM V FROM
FRONT EDGE. LOCATE BUBBM ORIFICE MAXIMUM 6' FROM FRONT EDGE AND MAXIMUM 36' AFF.
THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL. TO THE FRONT
EDGE OF THE DRINKING FOUNTAIN.
kk•
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kk"
a . # ! , a. a • s t • yi'a,`+.: r • r #; • * .. a• » ! #
kk'
! a • k - ki,'�.`� :< , . 4 , , k ' a' • a I�# " a # • �a# r
ka i'ta! #` a't # " a ! i ' • `s ' ' k a r #
'''# ! ^�r •k a k # # •ea '-`t - ka.r»r '•'i #
t ` !a! � k ar * • ' a# ! r �! • kh "4'+ »+ ' • ka, # r '
,.i ! •k 'kk"i«`t:+ >.•t r•,#, ,#, ,'« ar !a #. !, *
For 41
a•t � # # !• � ' " # # ' ;f ' # a► #AT#T7 � T - Ti-._i 1{ ii "R"- Y j ■s -.
k• ! ' kka.`ti" :!, ) , a r i k a! 1' 1 MI 1
+ " ' ;t a a• 1 `t «a a+ ra a' . , r a r #
ka a'
'ii► TILL_._#. k#"t « # "#,;. ! # • #
2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF
TRAVEL SHALT. BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARi;, BY PANIC BARS,
PUSH -'PULL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
cI. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF
THE EXIT IS NOT LESS THAN 32'«
L}, WHERE A PAIR OF DOORS IS UTILIZED AT LEAST ONE OF THE DOORS SHALL PROVIDE A CX EAR,
UNOBSTRUCTED OPENING WIDTH OF 327 WITH THE LEAF POSITIONED AT AN ANGLE OF 90
DEGREES FROM IS CLOSED POSITION.
# ta ••i # # # k r"ir' r~r x at
•• •t a),r #. !►i• #'• S .TOIL #,##. # : '' 'i air #>
«•. # r k • ' r• ` k i. * • ai•r 1 ! f i.. #. #,« « # •� � # i
►ii'
al ! r r# '. a � '. a# # '' •� �# # ##ram k
# #TILT'" # : #' a a! : as k • " # # *ifl► # > > , ,
FIRE & LIFE SAFTEY NOTES
all k ' k : #sg
#
2. ADDRESS SMALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A PCSITON AS TO BE
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER CFC
SECTION 901.4.4.
3. ALL INTERIOR FINISHES SHALL CONFORM TO THE: REQUIREMENTS OF CHAPTER 8, PART 2, TITLE
24. CCR, G.F.G. & TITLE 19, CM ALL FINISHES SHALL. HAVE A FLAME SPREAD RATING OF 25 OR
LESS OR 75 OR LESS, AND SHALL HAVE A CLASS I OR II FIRE RATING.
4. ALL INSULATION MATERIALS 114STMM WITHIN ROOF - CEILING ASSEMBLIES, ATTICS. OR WALLS
SHALL HAVE A FLAME -• SPREAD RATING NOT 70 EXCEED 25 AND A SMOKE DENSITY NOT M
EXCEED 450 WHEN TESTED IN ACCORDANCE WITH UBC STANDARD NO. 8-1.
Wffili - ff , Whffiz Wx
& PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL
CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE
REQUIREMENTS OF THE TEST STANDARD SPECIFIC OF FIRE STOPS AST}M-E-814 AND UBC
STANDARD 7-5
9. ALL ET.ECTRICAL, MEGILANICAL, AND PLUMBING PENETRATIONS, INCLUDING CONDUITS AND PIPING,
THROUGH FIRE RATED WALL, FLOOR AND CEILING ASSEMBLIES SHALL BE TIGHTLY AND SOLIDLY
SEALED WITH FIRESTO?PPING COMPLYING WITH UBC STANDARD 7-5, WHERE ITEM PENETRATES AN
AREA SEPARATION WALL. THE SECTION PASSING THROUGH THE WALL SURFACE AND THE FIXTURE
CONNECTIONS THBWM SHALL BE ONLY OF METAL
1G1, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A-1OBC
W +MIN A 78' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.
11. PROVIDE A PORTABLE FIRE DMNGUISHFR WITH A RATING OF NOT LESS THAN 1'80: FOR
ELECTRICAL ROOIA MECHANICAL. ROOMS, KITi(1II:NS, AND TRASH ROOMS.
12, PROVIDE A PORTABLE FIRE EDMNGUISHER WITH A RATING OF NOT LESS THAN 2A-108C WITHIN
A 76 TRAVEL DISTANCE FOR PARKING AREAS.
13, PROVIDE AN APPROPRIATE NUMBER OF PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT
LESS THAN 4A-60BG FOR PROTECTION DURING CONSTRUCTION.
14. THE CONTRACTOR SHAH PROVIDE AND INSTALL, TEMPORARY PEDESTRIAN PROTECTION AS
REQUIRED BY LOCAL CODE AND SPECIFICATIONS.
1 i i W<rTM' a•Tt T
17 FIRE DAMPER DETAILS SHOWN FOR REFERENCE ONLY FIRE DAMPERS SHALL BE APPROVED
AND LISTED BY STATE FIRE MARSHAL. INSTALL STRICTLY PER MANUFACTURER'S PRINTED
INsiTRUCTIONS AND LISTING ' APPROVAL MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE
MADE AVAILBLE 10 THE INSPECTING AUTHORITIES.
1& DUCT MLA11ON APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS
SHALT HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE D£VE,.OPED RATING OF NOT
MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION. FACING
MATERIALS. TAPES AND ADHESIVES AS NORMALLY APPLIED,
1S. FIRE 'SPRINKLER SYSTEM AND AUTOMATIC EXTINGUISHING SYSTEM IS A DEFERRED APPROVAL
SYSTEM OF THE WORK. FIRE SPRINKLER SYSTEM SHOWN ON THE DRAWINGS AND SPECIFIED IN
THE PROJECT MANUAL SHALL BE USED AS THE BASIS FOR BIDDING AND PREPARATION OF
DEFERRED APPROVAL SHOP DRAWINGS. IT SHALL. NOT BE USED FOR CONSTRUCTION. DEFERRED
APPROVAL SHOP DRAWINGS SHALL BE SUBMITTED TO CALIFORNIA STATE FIRE MARSHAL FOR
APPROVAL PRIOR TO INSTALLATION. DRAWINGS SHALL BE STAMPED AND SIGNED BY A C-16
CONTRACTOR. LICENSED FIRE PROTECTION ENGINEEIT. LICENSED MECHANICAL ENGINEER OR
LICENSED CIVIL ENGINEER. PROVIDE TESTING IN THE PRESENCE OF THE ENFORCING AGENCY AT
VARIOUS STAGES AND UPON COMPLETION AS SPECIFIED AND AS DIRECTED BY THE ENFORCING
AGENCY. THE ARCHITECT WALL REVIEW SHOP DRAWING FOR HEAD TYPE, LOCATION CONFLICT AND
SEISMIC RESTRAINT ONLY
20. THE AUTOMATIC SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF UBC
STANDARD 9-•-1 & 9-2 AND CBC SECTION 904
21.. THE FIRE ALARM SYSTEM SHALL CONFORM TO ARTICLE 760 OF THE CALIFORNIA ELECTRICAL
CODE, STANDARDS AS DEFINED IN CHAPTER 35 CALIFORNIA BUILDING CODE AND APPLICABLE NFPA
STANDARDS.
22`. THE CONTRACTOR SHALL PROVIDE PROTECTION COMPLYING WITH TITLE 8. OCR, DURING
WRONG. FURTHER PROTECTION SHALL. BE PROVIDED TO ANY OCCUPANTS AND THE: PUBLIC WITH
PORTABLE SOLID VISION BARRICADES AROUND LOCATION WHERE WELDING IS BEING PERFORMED
PROVIDE SIGNS WARNING AGAINST LOOKING AT WELDING WITHOUT PROVER EYE: PROTECTION OR
rx« ! •'" ': # ►'t# k3« a' # '` 1►k � �kxar M
`t i TOESI I oil, tC1111
!k a ' •t ka) a k a' kr i•a. k#< # , ,t ra r .. ,
:. � it�i[ii?•`!� 1___ i!._ ti#is `_' ��._. #�` ��#fit t a' t�# "
4. CONFIRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT IMMEDIATELY IN WRITING OF ALL DISCREPANCIES OR CONFLICTS. 00 NOT PROCEgO
WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UNTIE. DIRECTION IS GIVEN BY ARCHITECT.
IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM ARCHITECT, IT SHALL BE AT CONTRACTOR'S
RISK, AND CONTRACTOR SHALL IE RESPONSIBLE FOR ALL. REQUIRED CORRECTIVE ACTION.
5. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF SYSTEMS SHOWN ON
CONSULTING ENGINEERS DOCUMENTS. DISCREPANCIES BETWEEN THE ARCHITECTURAL AND
CONSULTING ENGINEERS DOCUMENTS SHALL BE BROUGHT TO ARCHIT£CYS ATTENTION FOR
DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT WITH THE. ARC H17ECIURAL DRAWING SHALL BE
=RECTED BY CONTRACTOR AT NO EXPENSE TO THE OWNER.
« ## # k# # #'#k .a •< a ► . a �# tiara k #
• ar r•.. #. # '•k a# a # •!► # 1 Tar
!.� '�#' ## # "#kaar , #' i ! «•TEST • #" t#:
! i r a : ''k k# #• «•#kcal i 1' # `#
► t'E ►'t ar k#ki' # # # k a :
'► ri.. ►li :. #1 it_ IZ! : iii#:Y .. # - # ! ! # • .1!' a / # a'
a'i r# 'a•
• a k •. # k##•# i'i •k #'# r
a• # <a` vara ka a• #- # #
a«
#n x #aii as
iI k# # •4 t ar # a' ''
# a•i # � ti #: # al #� 1 r : i h ! �" �/ ' • :+..# / ra1 # >
# a' k1• t #: a' #' # TOES �' � k "��' a# a•
17. PROVIDE WORK NOT SPECIFICALLY DETAILED OR SPECIFIED IN ACCORDANCE WITH DETAILS OR
SIZES COVERING SIMILAR WORK.
I& 'SIMILAR' MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAIL NOTED
VERIFY DIMENSSONS AND ORIENTATION ON PLANS.
# 'a a` # "!` k i � a #" ra a" • ki # i '''. � � # ' k •
k#! # !t a• t� `aa
! TOES # r r #, .> k # a" • " k " � } a #•• +"
«# # # # >>i#' k M *# # a' • `k •TESL #a
-------------
►��. ;Mar : • kIf
23. REMOVE ALL TRASH AND DEBRIS DAILY. DO NOT STORE BUILDING MATERIALS IN GXDRRIDORS
AT ANY 'TIME. COMPLY WITH REQUIREMENTS AS SPECIFIED IN THE SPECIFICATION SHEETS.
24. VERIFY PAINTS OF CONNECTION, INCLUDING SIZES AND LOCATIONS, AND ALL OTHER REQUIRED
OPERATING CRITERIA WITH EQUIPMENT MANUFACTURER.
ki#`! #. i # ' t •kk 'i, `• a '< + 'rat '# •#;#�`s.''4T..
i : T �':#�{ T+7 « ? aTi s • •t #�; T+jgunI:I i T►
STRUCTURAL NOTES
r #a a. #• ray 'a. •• #� k - a. # • :+ `' a.
Tar ''r k #«,r «, ,.*«# , #!# •a, ra `3. " a. #`
#'t ' 1 ' a# • .�r «ta�.Ka i 1, ..�. , i « •t,�> . ka.. a #
i# a �.<a t #•'2 # at, ••k ••# '#• is ►'ka,a
# > «t at ''s.`+�! 'ra #' ka# #. k• •s .. } # ! ` ar
3.•�r2i * a #' kar # k`E * ►s
a ) # # •i r « k #, as
is #� *a•i k #filk"iA
MISC. FINISH NOTES
ka a r # a `+ #' tar i •E • k `w. # �! f a• "!
:! «�� 1 :. ��'� . :TEST } # ' >t #� `�7 a T # # •i Mri T�.
' # ' ka r • • k �•� i al # a• . •�
• # •kk 4.#,i >t +. «TEST #« .#'+ 'k a i 't
k # � i k �: � # # �' a a a '.a# �# •i r a
''fix# •�.a :
> # • 'E! k#'' �' » • # +#: Mir # ,�# # �*
ELECTRICAL NOTES
1. ALL. ELECTRICAL WORK SHALL COMPLY WITH THE: 108 CALIFORNIA ELECTRICAL CODE.
2• ALL INTERIOR LIGHTING SHALL. COMPLY WITH CALIFORNIA ENERGY COMMISSION STANDARDS
MECHANICAL NOTES
1. ALL MECHANICAL WORK SHALL. COMPLY WITH THE 1998 CAUFORNIA PLUMBING CODE.
2. ALL PLUMBING WORK SHALL COMPLY WITH 1998 CALIFORNIA PLUMBING CODE.
.1 HEATING, VENTILATING, AND AIR CONDITIONING SHALL COMPLY WITH CAIFORNIA ENERGY
COMMISSION STANDARDS.
4. STATE HEALTH & SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL
CHLORIDE(CPVC) FOR INTERIOR WATER SUPPLY PIPING.
Q ROOF PENETRATION NOTES
MI ROOF • PENETRATIG I«S 96 SQUARE
INCHES OR LARGER ARE i EE JIBED TO
-SE SECURED WITH SUR13L.AR BARS. .
'CONTACT THE POLICE DEPARTMENT
AT 647-5840 FOR SPECIFICATIONS
AND ROUGH INSPECTION PRIOR TO
MECHANICAL SIGNOFF
FEATURES:
BURGLAR $AR INSERTS ARE FAMCAi'ff0 Or-
"VANIZEO STEEL ANr1 Ur STEEL ROD
WSWTS AREA ONE-PIECE WE CO CONS RUCM14
ACT. WE= ARE SPRAYED Wri#i GALVNiMNG COMPOtlNO
t< 3M
SUPPLY INSERT
ROOF CURB
ROOF CURB
GASMT
{t WI=Ci?S
I I `
{ CURB
Guar WORT[
BURGLAR BAR
CROSS SECTION
NOTE.:
DISTANCE BETWEEN STEEL
RODS IS NOT GREATER •
THM S INCHES.
AR
evislons
NO.
DESCRIPTION
DATE:
BY:
BLDG. DEPfi C RR
05.20.05
BL
u
Lij
Firm Name and Address
r +
!>+i #."3# if - #;� i # " # i#" Q► S7"t!. TESL #"
U.
�tY i
Project Name and Address
PLAZA MEDICAL IMAGING MITER
3731 SOUTH PLAZA DR
SANTA DNA, CA
92704
Project Sheet
Date
04/04/2005 G-2
Scale
NONE
-F
& F
z0
Z
Lu
PLAZA DRIVE
Y ♦ • + . ♦ + ♦ . ♦ . . . V ♦ ♦ ♦ ♦ + r f + ♦ Y . ♦ . Y ♦ ♦ . + . . ♦ ♦ f . . ♦ . + f . ♦ r r . ♦ . . . r ♦ ♦ ♦ . . ♦ r Y ♦ + + . . Y
+ T ♦ r + . r r + • Y r v w T Y + r Y r r v a r ♦ f x ♦ w Y . + .
♦ ♦ .♦. . f ♦. r a Y. �t . i.♦. r. r♦ ♦ Y♦ Y Y f Y r W W
V ♦ ♦ W ♦ + ♦ W T f ♦ ♦ ♦ i` . ♦ ♦ ` ♦ ♦ . ♦ ' ♦ Y ♦ . . ♦ V . ♦ ♦ ♦ . . ♦ . . ♦ ♦ . . W . r . W V Y V . W ♦ . V
24
ra.YY♦ia
♦ r • . .aa♦r♦.
r v .
+ • ASPHALT
PAVING (7*.)
w � +
. 5 5 ♦
r
#fi ## 11 � ' 13 10 12 12 i 13 13 it
r
T ASPHALT
PHDTO PAVING (TYP.) PAVING (TYP.)
♦
♦ w x 3 �j/►
.♦♦•faa HT I{
• Y Y ♦
T. . ♦ T r ♦ . ♦ •s+ ♦x.♦
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iliJ�iiii�}. i t V r r r
. ♦ a
♦+f ♦ r f v
C}® ♦ ♦ f
i i r 1 v+i i rr r
(E) ADA PARKING
516'-0. AND STRIPING "
ASPHALT
PAVING (TYP.) �
0
w He C
f
{ r ♦
w r i. ♦r r♦• ♦ r . r ✓
N
3
A --&I
. f ♦ + . ♦ f f
f
Y Y ♦♦♦ i♦ a Y r f V t
Y f r V r ♦ V V • . r T
. . . ♦ ♦ ♦ ♦ . . i
♦rV i♦
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r r ♦
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ASPHAI:
PAVING
ra
Y♦
Y ♦
♦ ♦ V Y
V 9 .
.r♦
Y ♦ . Y
VV w6Y
EXISTING SIDEWALK
PLAZA MEDICAL
' ' ✓,✓ 'I'' > jf w wc�v w
MAGI NG CENTER ,
✓` , ✓t f
EXISTING
41150 5.f. 7
RETAIL
M.M.IM{ MMMt V
Aft6pm�
MMMM wiM.wr MMMMM MMIMA MMMMIII �wnMM. xwwnr MMMMM rMMM iwMMIM twwrwr MMM.tt MMMMMA♦ IM.Mtill MIMMY wMMMri MMMIIIM n.in.M MNMMM tI1MMMM ♦rtwrr IItIUtIYwI{ a�wMnw wMMMM MMI11wr ♦ ♦
SITE PLAN
1 #=4v
NOTO
ACCMSLE PARKING STALL
I ' \ TD COMPLY WITH T 24 CCR
SEC11ON 3107.1(b) REQUIREMENTS
INTERNATIONAL SYMBOL OF
ACCESSIBILITY 70 BE PAINTED
ON PAVEMENT WIN BLUE HIGHWAY
PAINT — 3' MIN STROKE
BLUE BACKGROUND COLOR
NO. 15090 IN FEDERAL
STANDARD 595A
WIVE REFLECTORIZED
STRIPPING- 2 COATS (TYPICAL)
FAIT,1111 i � 1 � yl ky, I a
31e=1*-0"
(E) VAN AMBLE
EXISTING ACCESSIBLE PARKING STALLS N
NOT TO SCALE
I)1=PI2E;iSI:Ii CURB BED 0 45'
z
4
U
z
v
tXIJ IING Al;I;tJJItSLt GUK[S ttHM�
i
1 T.. l \. M
tzl
a
SITE LEGEND
LINE OF EXTERIOR MALLS
AREA OF WORK
. . . . LANDSCAPE
KEYNOTES
(E) Pit. S--Ow X r--U" DOOR
2�
(E) PAM OF TRAVEL
(E) ACCESSIBLE PARKING
(E) LANDSCAPE
�p ARC
� � 1
Na
A0fa�
Revisions
NO.
DESCRIPTION
DATE:
BY:
4
BLDG. KEPT CORR
05.20.05
BL
rrw+�wr.
Firm Name and Address
YMM.M. tlMIMNr. ..rs
■tY.l./ol; i t}}� i + t.
>:,• ! - tti ► is •2' ! t. ;:. ate ki- XI V .. '` .2
I h r ass► fl =1•x � it � I ♦I • it •.�• . I I !�I t"
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA. CA
92744
Pmiect Sheet
155.05
Date
04/04/2005 A-1 s�al�
AS NOTED
Im
N
CL
24'-V +/-
20
1
omm man
17
H
24!-0* 110 28!-0*
81-0"
now MONO "M a "am own "Now
I I ��
II I
EDi
EN
DIMS SHOE
91-1*
I
(E) ELECTRICAL
F-51
REPAIR I
I / N
' 6�
IF
17'-10"
00
I
a
E
DEMOLITION LEGEND
WALL TO REMAIN
E:
REMOVE WALL
Mow OUTLINE OF AREA OF WORK
DOOR AND FRAME TO REMAIN
II
REMOVE DOOR AND FRAME
u
DEMOLITION i"N'OTES
(E) COLUMNS TO REMAIN
F21 (E) TOILET TO REMAIN
[3] (E) LAV. TO REMAIN
E (E) ELECTRICAL FLOOR OUTLETS TO BE REMOVED. SEE ELECTRICAL.
n5 (E) ELECTRICAL PANELS TO BE REMOVED. SEE ELECTRICAL
F6] REMOVE WALL FOR NEW DOOR
El EXISTING C.O. SEE PLUMBING DRAWINGS
n8 EXISTING ELECTRICAL PULLBOX TO BE ABANDONED. 7E ELECTRICAL
9 REMOVE EXISTING DOOR AND FRAME. INALL WITH STUDS AND DRYWALL PATCH
WALL AND FINISH PER INTERIOR SCHEDULE.
1Ol REMOVE STOREFRONT WINDOWS & DOORS FOR MR1 DELIVERY -REINSTALL
NOTE: FOR SLAB DEMOLITION AND NEW CONCRETE SLAB WORK SEE STRUCTURAL,
PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL WORK.
70-4"
C
DEMOLITION PLAN
[NTIIIIIIIIIIIIIIIIII
C233
RREN.
Revisions
NO.
DESCRIPTION
DATE:
BY:
EL
z
0
0
Firm Name and Address
Riogelle Development Com any
29 San Luis Rey Rd., OceansiTee, Ca.
(760) 439-6344 Fax (760) 439-0705
PRE' EIALY NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
ROC. ALL PATENABLE MATERIAL CONTAINED HET4N AND ORIGINATING WITH
RDC %VU BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
ProjectName and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
r Project Sheet
155.05
Date
05/02/2005 A - 2
Scale
1/4 1'-0"
"Tn'l
FLOOR PLAN
1/4"=V-0'
WALL CONSTRUCTION LEGEND
NQM. FOR COMPLETE WALL TYPE INFORMATION SEE 1/A-7
EXISTING WALL CONSTRUCTION
NEW WALL CONSTRUCTION
NEW SHIELDED MRI SCAN RM WALL CONSTRUCTION.
LOW— WALL CONSTRUCTION
OUTLINE OF AREA OF WORK
KEYNOTES
R(E) COLUMNS TO REMAIN
ED REMOVE STOREFRONT WINDOWS & DOORS FOR MRI DELIVERY —REINSTALL
El BENCH AND LOCKERS — SEE DETAIL 3 ON SHEET A9
C) 5
2_ TD
11 J
4-
F TZca &D —c- V-1— � i c—e-
=1
%.As
(E)
ON GRADE
111w..000-) I
J
cn
Revisions
NO.
DESCRIPTION
DATE:
BY.
BLDG. OWNER
8/5/03
JLD
CLIENT CHANGE
9/15/03
JLD
3
RDC CHANGE
9/25/03
TWR
4
BLDG. DEPT CORR
05.20.05
BL
0
0
Firm Name and Address
Rielle Development Com any oN29 San Luis Rey Rd., Oceansile, a
(760) 439-6344 Fax (760) 439-070i
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DP.
SANTA MA. CA
92704
-N
Project Sheet
155.05
Date 04/04/2005 A - 3.1
Scale
1/4 = 1$-0$*
I
I
N
I I — _L
FOR
ug
i
i
i
SOMATOM EMOTION EQUIPMENT LEGEND �
NO
DESCRIPTION
SMS
SYM
WEIGHT
(Les)
S U HHR
TO AIR
DIMENSIONS INCHES
REMARKS
1
CONTROL CONSOLE W%KEYBOARD) AND CONTROL BOX
<7
132
54 3/8
31 1/2
27 1/2
1 1.4 METER DESK
2
21" MONITOR
G
73
19 5/8
21 1/4
19 1/8
ON CONSOLE
3
IMAGE CONTROL SYSTEM
CS
--
2,730**
---
___
___
**TOTAL
4
IMAGE RECONSTRUCTION SYSTEM
_-_
---
---
UPS FOR IMS (VERTICAL)
�
65
**
3 1/2
19
17
2
SOMAXOM EMOTION 6 GANTRY/PISS
B
2.507
23.203*
91 1 /8
31 1 /8
70 1 /8
*TOTAL
PATIENT TABLE
l.:,l
728
*
26 1/2
87 7/8
19 3/4
MAX. HEIGHT 35"
LASER CAMERA - KONICA DRYPRO 751,/752
LC
616
950 K/HR
29.5
27.2
55.5
SEE MFG SPECIFICATIONS
iixCOtir ;r 2 mit /week,
Pzixtiag
mrifwk
dsrc
Pb(mm)or
'Coac:eec em
Rer om menddd
., load, .
(ib} (mm7 �61"Ments
Gsttaiated
Pbtrem
Catealated
Coacroce cm
m„�,M,
BARRIER
CONT.
_,,,,,
NCONTJ
P
T
dset Ct
A corridor dx
X
2
4.25
1 S
564
1.27
9.40
0.00
4.00
1.6
use lead door
11 corridor
X
2
0.25
9
156.1
1.66
12.27
0.00
4.00
1.6
C US roam
X
2
1
7
toss.s
2.33
17.59
0.00
6.00
2.33
D office
X
2
1
9
626.7
2.19
16.17
0.00
6.00
2.33
1 eottlxol
X
v
10
1
14
2590
1.24
9.16
fl 44_
4�00
1.G
luse lead rings;
Haar g,,adr_
rtrl;n,g ,aoS`
X
X
2
2
4
4
�
tiDlVfot
0.44
A
s
IN]
PHYSICIST REPORT FOR CT
N.T.S.
CT SC
B
HALLWAY �
122
ii,,. a . . # i !
1A1'�i!:i
PHYSICIST FLOOR PLAN REF. FOR CT RM. 125
1N = 1*_c
am
R/F EQUIPMENT LEGEND
LOA
N.T.S.
RADIOLOGIC.A1., IX AD S111B],DING WOR(KSIIFIE."I AND SUMMARY
dId .
Okwated
lead
(trru)
F%Istmg
lead
(iron)
Recommended
lead
nrtx Ups
i1ARRIM
c
tic
T
vpt}
uses
ft
a
X
1.00
0
1
6
0.00
1.60
4.0
_oflfice _ _
b control _ _..
X
1.00
0
1
7�
_1.23
0.53_
_ OAO �
0.79
2.0
c corridor
X
0.25
0
1
11
0.35
0.00
0.40
1.0
d corridor
X
0.25
0
1
10
0.40
0.00
0.40
1.0
�e_of1'iice
X
1.00
0
1
12
0.70
0.00
2.0
fchest office
Y
1.00
0.25
1
S
1.43._._.�.
0.00�
_0.79_
1.60
4.0
ceilxtl roof _
X
1.00
0
1
13Y
1.00
$_ 1.2in_
0.00
_4.0
hoar grade ._.__ w . �.
X
0.00
1 y
1
w_ 3.. _
0.00
0.00 �
� 0.00
0.0
READING
11ii
Is
DRESSING '� t
128
� C
Leo rwersion Table _
nun ibs ~ry
_ inciro's
0.40 1
1/64
0.79 2
1l32
1.00 } 2.5
5028
PHYSICIST FLOOR PLAN REF. FOR R
1 X = 1>-0tt
RM. 111
ARCH
�
v
N,
3 -07 ,rr
Re 6ions
NO.
DESCRIPTION
DATE:
BY:
4
BLDG. DEFT CORR
05.20.05
BL
LJ
I
:D
L......iw j
Cr-'
0
u
CL
LJ
(J�
D
LLJ
EL
Firm Name and Address
_
t w h k� xt t ht 'r if°x h �! � t b!' 3x! ix"' ! ►hx! !'
^t�, fit:--�� . :. .# !• f ,.t �} 5:; k`.. !!
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
e//'E'roject Sheet
99999
Date 04/04/2005 A .3.2
Scale
1 /4 " = 11--0n
INTERIOR FINISH SCHEDULE
ROOM
NUMBER
ROOM NAME
FLOOR
WALLS
101
WAITING
CPT
PAINT
102
RECEPTION
CPT
PAINT
103
FILE STORAGE
CPT
PAINT
104
DOCTOR #1
CPT
PAINT
105
CONFERENCE
CPT
PAINT
106
BREAK ROOM
VCT
PAINT
107
MAMO
VCT
PAINT
108
HALLWAY
CPT
PAINT
109
DOCTOR #2
CPT
PAINT
110
READING
CPT
PAINT
111
R/F ROOM
VCT
PAINT
112
DRESSING
CPT
PAINT
113
HALLWAY
CPT
PAINT
114
RESTROOM
CSV
PAINT
115
HALLWAY
CPT
PAINT
116
LINEN
CPT
PAINT
117
DRESSING
CPT
PAINT
118
DARK ROOM
CSV
PAINT
119
ADA DRESSING
CPT
PAINT
120
HALLWAY
CPT
PAINT
121
GOWNED WAITING
CPT
PAINT
122
HALLWAY
CPT
PAINT
123
MRI SCAN
VCT
PAINT
124
CONTROL
VCT
PAINT
125
CT SCAN
VCT
PAINT
126
(E) RESTROOM
(E) CSV
(E) FRP/P
121
U/S ROOM
VCT
PAINT
128
DRESSING
VCT
PAINT
129
STORAGE
VCT
PAINT
130
ELECTRICAL
VCT
PAINT
DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPENABLE FROM INSIDE
# DOOR SCHEDULE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. (Sec. 1003.3.1.3)
DOOR
BASE
CEILING
REMARKS
MARK
SIZE
RATING
TYPE
MATL
FINISH
FRAME
HARDWARE
REMARKS
4" RUBBER
2X ACOUSTIC
(D
(E) PR 3'-0" x 7'-0"
AL
4" RUBBER
2X ACOUSTIC
4'-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
4" RUBBER
2X ACOUSTIC
3'-0" x 7'--0"
A
WOOD
PAINT
TIMLEY
LEVER
KEYLOCK
4" RUBBER
2X ACOUSTIC
(E)3'-6" x 7'-0"
AL
4" RUBBER
2X ACOUSTIC
�.V./
3'-0" x 7'--0"
A
WOOD
PAINT
TIMLEY
LEVER
KEYLOCK
4" RUBBER
2X ACOUSTIC
G)
3'-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
4" RUBBER
2X ACOUSTIC
3'-0" x 7'--0"
A
WOOD
PAINT
TIMLEY
LEVER
4" RUBBER
2X ACOUSTIC
3'-0" x 7'-0"
A
WOOD
PAINT
11MLEY
LEVER
4" RUBBER
2X ACOUSTIC
�MJ
(E)3'—O" x 7'--0"
AL
4" RUBBER
2X ACOUSTIC
.
1f}
3'--0" x 7'--0"
A
WOOD
PAINT
TIMLEY
LEVER
KEYLOCK
4" RUBBER
GYP. BD. UNISTRUT
I
SHIELDING PER PHYSICIST REPORT
UNISTRUT PER EQ. REQUIREMENTS
11
,
3-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
4" RUBBER
2X ACOUSTIC
12
4'-0" x 7'-0"
A
WOOD
PAINT
WOOD
LEVER
DOOR & FRAME LEADED PER PHYSICIST REPORT
4" RUBBER
2X ACOUSTIC
.
13
3'-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
4" COVE!D
2X ACOUSTIC
14
3'--0" x 7'-0"
A
WOOD
PAINT
11MLEY
LEVER
W/PRIVACY LOCK & 1" UNDERCUT
4" RUBBER
2X ACOUSTIC
15
PR 3'-0" x 7'-0"
B
WOOD
PAINT
WOOD
BI—FOLD
4" RUBBER
2X ACOUSTIC
18
3'-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
4" RUBBER
2X ACOUSTIC
17
3'-0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
W/PRIVACY LOCK & LIGHT SHIELD
4" COVED
2X ACOUSTIC
18
3'---0" x 7'-0"
A
WOOD
PAINT
TIMELY
LEVER
4" RUBBER
2X ACOUSTIC
19
4'--0" x 7'-0"
A
WOOD
PAINT
CUSTOM
LEVER
R/F SHIELDING
4" RUBBER
2X ACOUSTIC
20
4'--0" x 7'-0"
A
WOOD
PAINT
CUSTOM
LEVER
DOOR & FRAME LEADED PER PHYSICIST REPORT
/ _
4" RUBBER
2X ACOUSTIC
21
3'--0" x 7'-0"
A
WOOD
PAINT
TIMLEY
LEVER
8
W/PRIVACY LOCK & 1" UNDERCUT A-g
4" RUBBER
2X ACOUSTIC
22
3'-0" x 7'-0"
A
WOOD
PAINT
TIMELY
LEVER
4" RUBBER
2X ACOUSTIC
RF SHEILED
23
3'-0" x 7'-0"
A
WOOD
PAINT
TIMELY
LEVER
4" RUBBER
2X ACOUSTIC
24
3'-0" x 7'-0"
A
WOOD
PAINT
TIMELY
LEVER
KEYLOCK
4" RUBBER
2X ACOUSTIC
SHEILDING PER PHYSICIST REPORT
25
3'-0" x 7'-0"
A
WOOD
PAINT
TIMELY
LEVER
KEYLOCK
(E) 4" COVED
(E) GYP BD
4" RUBBER
2X ACOUSTIC
4" RUBBER
2X ACOUSTIC
0 WINDOW SCHEDULE
4" RUBBER
2X ACOUSTIC
4" RUBBER
2X ACOUSTIC
MARK
SIZE
TYPE
FINISH
FRAME
REMARKS
A
4'--0"x3'--0"
1
PAINT
MTL
R/F SHIELDING
B
4'-0"x3'-0"
1
PAINT
MTL
SHIELDING PER PHYSICIST REPORT
i
C
3'•-0"x3'-0"
1
PAINT
WOOD
SHIELDING PER PHYSICIST REPORT
a
TYPE "A"
i
It
TYPE "1"
1�
Revisions
NO.
DESCRIPTION
DATE:
BY:
LJ
('
� t
LLJ
0
0
u
i z
Firm Name and Address
"""z—
N�
Riopelle Development Corn aVa.
2935 San -uis Rey Rd., Qceansi e,
(760) 0 -6344 Fax (760) 439-0705
PROPRIETARI' NZ
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HERIN AND ORIGINATING WITH
RDC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet ~
155.05
Date A 3.3
05/02/2005
Scale
1/4 " = 1'-0"
I
T
T
M
REFLECTED CEILING PLAN
RIGID VERT. STRUT - MAY BE STL.
STUD, BLACK IRON, EMT OR WD. STUD
(IN COMBUSTIBLE CONSTRUCTION TYPES
ONLY) OR OTHER APPROVED EQUAL --
12 GA. VERT. WIRE
HANGERS 0 4'-0"
O.C. EA. WAY TYP.
12 GA WIRE SPLAYED IN FOUR
DIRECTIONS 90*APART 0
-" 12'-V O.C. EA. WAY
CEILING PANELS
TYP.
: 01 M
i
\xt
-t0"
•lit. ♦ . :.t+ i r�.�
LA, 0 -
ti
2" (MAX) FROM BRACING
ERE TO MAIN RUNNERS
NOTES:
1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND
FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE
STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING
ERE.
2. THESE HORIZONTAL RESTRANT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH
DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL.
(� SUSPENDED CIELING ATTACHMENT
SUSPENSION
WIRES PER 7/A-4
CEILING TILE
MAIN RUNNER
CEILING @ WALL DETAIL
(E) EXTERIOR STUD
WALL
SHADOW MOLDING
(E) GLAZING
NEW 2'x2" LAY -IN ACOUS11CAL TILE DARKROOM SAFELIGHT
& #T GRID CEILING SYSTEM
NEW GYP BD CEILING. COORDINATE
UNISTRUT INSTALL W/MANUF. REQS. IN AIR SUPPLY REGISTER
R/F ROOM
RECESSED iNCANDESENT 100 WATT
DOWN LIGHT FIXTURE. - DIMMABLE AIR RETURN REGISTER
/ RECESSED FLOURESCENT DOWN LIGHT
FIXTURE. NON-FERROUS CONSTRUC11ON
EXHAUST AIR REGISTER
RECESSED FLOURESCENT DOWNLIGHT 18
WATT g`-0-►-- CEILING HEIGHT
ROOM NUMBER
2'x2' FLOURESCENT LIGHT FIXTURE
EXIT SIGN
2'0' FLOURESCENT LIGHT FIXTURE
1. MAIN RUNNERS 0 4'-0" OC MAX GRID SPACING, W/ 12 GA HANGER WIRES ALONG
RUNNER 0 4'-0" OC MAX. SPLICES IN HANGER WIRES ARE NOT PERMITTED. ICBO #1639
2. ATTACH HANGER WIRE AT END OF ALL RUNNERS, WITHIN T OF PERIMETER WALLS OR
SOFFITS.
3. VERTICAL WIRES MORE THAN 1-IN--6 OUT OF PLUMB SHALL HAVE COUNTER -BRACING
WIRES. PROVIDE TRAPEZE, STRUTS, BRACING, OR ADDITIONAL HANGERS AT CEILING BREAKS
AND DISCONTINUOUS AREAS.
4. ATTACK (2) 12 GA SLACK WIRES TO HOUSING OF ALL LIGHT FIXTURES AT DIAGONAL
CORNERS. WIRES SHALL BE SUSPENDED FROM FLOOR STRUCTURE ABOVE.
5. ATTACH FIXED END OF GRID TO NOT MORE THAN (2) ADJACENT WALLS. FREE ENDS
SHALL NOT BE ATTACHED TO WALLS AND GRIDS SHALL BE A MINIMUM OF 1/2» CLEAR OF
WALLS.
6. INSTALL 4-WAY SEISMIC SPLAY WIRES (12'02' OC MAX AND NO MORE THAN 6' FROM
WALL). SPLAY WIRES SHALL BE ORIENTED AT 90 DEGREES FROM EACH OTHER. ALL WIRES
SHALL BE TAUT WITHOUT CAUSING UPLIFT OF BUCKLING. HANGER WIRES SHALL BE
FASTENED WITH NOT LESS THAN (3) TIGHT TURNS. SPLAY WIRES SHALL BE FASTENED WITH
NOT LESS THAN (4) TIGHT TURNS. ALL TURNS SHALL BE MADE WITHIN A DISTANCE OF 1
1 /2- CLEAR OF WALLS.
7. THE CEILING GRID WORK SHALL BE POSITIVELY CONNECTED TO PREVENT LATERAL
SPREADING. ALL MAIN RUNNERS & CROSS RUNNERS AND THEIR INTERSECTION CONNECTORS,
SPLICES AND EXPANSION DEVICES SHALL BE POSITIVELY CONNECTED BY APPROVED
HARDWARE & METHODS CONFORMING TO CBC 2501A.
8. CEILING GRID MATERIAL AT MRI SCAM ROOM TO BE NON-FERROUS.
REFLECTED CIELING PLAN NOTES
N.T.S.
EXISTING ROOF SYSTEM:
ROOFING MATERIAL,
OVER RIGID INSULATION
OVER PLYWOOD OVER
MR DECKING
(2) SHT. MR. SCREWS
SHOT INTO METAL DECK.
SIZE PER MANUF. REQS.
12 GA. BRACING WIRE
WHERE OCCURS
CLIP ANGLE, ICBO #1639,
0 4'-0# OC EACH WAY.
12 GA. SUSPENSION WIRE
0 4'-C OC TYP
SUSPENDED CIELING ATTACHMENT
N.T.S. TO ROOF STRUCT ABV
)f OR LESS
0 FREE END
12 GA SUSPENSION WIRE, ICBO #1639,
1/4 LENGTH 0 4'-O° OC TYP-W/ THREE TIGHT TURNS.
OF T-BAR OR (MAX ERE SLOPE 16 DEGREES)
8" MAXINUM-
WHICHEVER IS
I GREATER.
T-BAR RUNNER ICBO #5173
LAY -IN ACOUSTIC TILE
ATTACH CEILING GRID W/
POP RIVET 0 FIXED END
WAILS ONLY 0 NOT MORE
THAN TWO ADJACENT WALLS
3/4' PERIMETER TRIM ICBO #5173
FINISHED FACE OF WALL
SUSPENDED CIELING ATTACHMENT
N.T.S. AT END
At*;
Y�
3374
. 3.31
Revisions
NO.
DESCRIPTION
GATE:
BY:
z
_____t
Li
u
0
LJ
u
Firm Name and Address
Ria elle Development Com' '
29� San Luis Rey Rd., Oceansi e, a.
(760) 439-6344 Fax (760) 439-0705
PROPRIETARY KM
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENARE MATERIAL CONTAINED HERIN AND ORIGINATING WITH
ROC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
Project Name and Address ^--------------.
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
—i
155.05
Date
05/02/2005 A-4
Scale
1/4 » _ 1,-0„
Ko—
PLAM
PLAM
ELEV A
ELEV 8
PROCESSOR ACCESS FROM HALLWAY.
THE OPENING IS TO BE LIGHT SEALED.
VERIFY EXACT OPENING LOCATION &
SIZE IN FIELD AFTER PROCESSOR
IS DELIVERED.
SANITARY COVER
DISPENSER
TOILET PAPER
DISPENSER
PLAM COUNTER TOP -2 TYP.)
PLAM CABINET FA (P-1 TYP.)
1#-00
%
-,OPEN,
C14
2'-9* 2'-3"
ELEV Q ELEV Q
PLAM LOWER CABINETS
W/ ADA SINK
e BACKSPLASH
P WEN FOR 7
C>
BIN <
B� ks
2-6-
6'-4"
IV RUBBER BASE
ELEV ELEV A 14 4* SPLASH
-9
DARK ROOM_ 118
GYP BD PAINTED
3!-6*
SCALE: 1/4" = V—O"
4" SPLASH
MIRROR GF1 OUTLET 0 W AFF
GYP 80 PAINTED
GYP BD PAINTED
FGRAB BAR
SEE 9/A-9.1 PAPER TOWEL DISPENSER
31-0`1 60
GRAB BAR
SEE 9/A-9J
2!-0' IL4! COVED BASE ir O.C. ir Oc
-4!' COVED BASE
ELEV A ELEV
ELEV-
GR LIGHT SWTCH
0 54" AFF, OC
4* COVED BASE
ELEV
PUN UPPER
P. I AU CO PAD MICTC
^. nN ft
6mri ICU
-On C C)
C14 t-.
OPEN
><
6)-0)*
PLAM UPPER & LOWERS BACKING
9 DETAIL ON 11& 12/A-9 (TYP)
cj
—9,-V,—
if
7'-0"
SCALE: 1/4 1'-0)1
PLAM COUNTER TOP (P-2 TYP.)
PLAM COUNTER FACE (P-1 TYP.)
1 1/2-
L
4!-3- 8!-1"
ELEV E
WAITING 101r.-
M
mg
ELEV
SCALE: 1/4" = 1'-0"
4....ou
,
m0afflifiv�1
SCALE: 1/4" = 1'-0"
^%Am nft nAHAIrrm
MRI SCAN 123
SCALE: 1/4" = 1'-0"
0
wmAd-----
AR
L
4r
.31
Visions
NO.
DESCRIPTION
DATE:
BY:
Li
0
LIJ
FirmN Name —and '—Address
r)
Riopelle Development Coma 29 San Luis Rey Rd., OceansiRe,
(760) 439-6344 Fax (760) 439-0705
MOMEMY NOTE
THE DRAWINGS, DESIGNS AND INFORMA71DN CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPV-LE DEVELOPMENT {ROC} ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE D REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWILEDGE AND WRITIEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HERIN AND ORIGINATING WITH
ROC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
155.05
Date 7.
05/02/2005 A - 5.1
Scale
1/4 - = ll—O"
1`
/1
11
/f
t
OPEN
TO
HALLWAY
1 �
I
I l
ELEV A
R/1~ ROOM 111 -
SCALE: 1 4>' = 1 i--0>' `-
LEADED WINDOW
I MRI CABINET
PLAM UPPER
& LOWER CABINETS
W/ ADA SINK
1-111 // ID
MRI OPERATOR'S CONSOLE
ELEV C
I.hl ^ ABINET
PLAM UPPER
S. I nUCO PADIKICTC
LASER LAGER
T— SKEWED
SKEWED
ELEV D
GYP BD PAINTED
FILTER BOX
CT WINDOW
CT OPERATOR'S
CONSOLE
x�
4" X 16" WALL MOUNTED WIREWAY
CONTROL 124
SCALE: 1 /4" 1'-0"
00
}
x� x
i O
BASE
ELEV B
CT SCAN 125
SCALE: 1 /4" = E'--0"
Al2
NO, C23 4
Revisions
NO.
DESCRIPTION
DATE:
BY:
I
LLJ
n-11"
i
i
Ir, Firm Name and Address
Rio elle Development Com an�
29� San Luis Rey Rd., Oeeanslce, C`a.
(760) 439-6344 Fax (760) 439-0705
PROPRIETARY NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HFRIN AND ORIGINATING WITH
RDC SHAH BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
( Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
155.05
Date
05/02/2005 A — 4 2
Scale
3 /4 " — 1'-0"
J—
ROOF i t►, --_
BUILDING
BELOW
ASPHALT DRIVA
BELOW (TYP.)
i. al= 1 -21
APPROX. LOCATION
OF EXISTING
AND NEW MECH.
UNIT(S) SEE THE
MECHANICAL &
STRUCTURAL DWGS
VYiJI ILV LIIVLJ IIVUIl.Y11 L.
LIMITS OF PROJECT:
A MEDICAL IMAGING CENTER
41180 5*f
BUILDING LINE
BELOW
ROOF PARAPET--s
ir Mm Mw mmm =0
T
SHED ROOF
eV eIi � eV
9
PARKING
BELOW (TYP.)
7
I
T`
0 EXISTING ROOF FRAMING SEE
( CONT. 16 GA. SHEET METAL V
CLEAT SET IN SEALANT, SEAL
CONT. 4° CANT STRIP.
RUN ROOFING UP UNDER FLA!
PLYWOOD ROOF CRICKET FOR
DRAINAGE AROUND CURB.
ROOF CURB FRAMING. SEE ST
Nn-
COORDII-ATE. CURB DIMENSION
HVAC MANUF. AND STRUCTUR
SLASHING @ ROOFTOP
HVAC CURB
ROOF PLAN
1 /8" = 11--0"
SCALE: N . T. S.
19
Firm Name and Address
No�p Ile Development COm�a�r
2935 San Luis Rey Rd,, Oc eansi e, a.
(760) 439-6344 Fax (760) 439-070
EMBIElay NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDQ AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWlNM PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HERIN AND ORIGINATING WITH
RDC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE OF
ISSUANCE.
Project Dame and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
l Project Sheet ~'
155.05
Date 7-
05/02/2005 A —
Scale
1 /4" = 1'---0"
f
- —F —F
BUILDING SECTION
l 001r
SUSPENDED
ACOUSTIC
CEILING
vy
WALL SECTION
1/2 )) = 11_011
(E) ROOFING MATERIAL OVER RIGID
INSULATION OVER METAL DECKING
3 Wx 20 GA MET TRACK BRACES
ALTERNATING SIDES 0 48" OC.
NOTE: RUN BRACES FOR MRI SCAN
WAILS AWAY FROM SCAN ROOM ONLY
20 GA 3V MET STUDS
(VERT)@ le OC ICBO # 4943P
0 %e SHOT PINS 0 32" OC
#2388
tr-1 vONCRETE
SLAB ON GRADE (VIF)
3 5/8 ME rY STUDS
RC20 : 4943P �
SEE WALL SCHEDULE FOR
MORE INFORMATION
HILTI 5/320 SHOT PINS 0 32" OC ICBO #2388
a. NCRETE "LAB
DEMISING WALL SECTION
1 /2"=l f -0„
A Mr%r ^kJtt t A -rr- i nn A -ri ^k i nr- t-•1/te- rtA to /K ir-%At A jr-ni i t tk r rr-r- t-t nnn
3--5/8" STUD 0 MID
f " SPAN: 10' SPAN MAX
BO
OOF
h 16 GA
U- 3 5/8 MET STUDS
' 0 16" OC
I SUSP ACOUS _I
CLG
s.
20 GA
2-1/2" MET STUDS
(VERT)0 16" OC.
ICSO # 4943P
MRI SCAN RM 20 GA
3 5/8 MET STUDS
(VERT)@ 16" OC
ICBO # 4943P
A-7 HILTI 5/320
SHOT PINS 0 32" OC
ICBO #2388
(E) ROOFING MATERIAL OVER RIGID
INSULATION OVER METAL DECKING
(E) GLU-LAM BEAM
6" MET
TRACK
FLOOR $' 4 _ . w _ .; •:. , ; * .: . �.
livillsomeja
1/2 >f = 11_013
ca
3 Wx 20 GA MET TRACK BRACES
0 48" OC.
NOTE: RUN BRACES FOR MRI SCAN
WALES AWAY FROM SCAN_ ROOM ONLY
T
No
{1} LAYER V TYPE "X"
6GYP BD EACH SIDE
3-W 20 GA MET STUDS
0 16" OC
4" THICK ACOUSTIC
BATT INSULATION R-11
{ LION -BEARING WALL
USE 3-W METAL STUDS. 5" TYPE Y GYP BD 2 SIDES. EXTEND TO 6" ABOVE
SUSPENDED CEILING.
j LEADED WALL
SAME AS �EXCEPT USE fit" TYPE 'X' LEADED GYP BD ON SCAN ROOM SIDE TO 7'
AFF. USE W TYPE 'X' GYP BD FROM 7' AFF TO TOP OF WALL.
C M ED 20 (E) WA
ADD (I) LAYER W TYPE 'X' LEADED GYP BD TO (E) WALL TO 7' AFF. W TYPE 'X' GYP BD
FROM 7' AFF TO 6" ABOVE SUSPENDED CEILING.
eUMBINQ WALL
SAME AS �EXCEPT USE 6" 20GA. METAL STUDS.
CONJRQLM N RQQM WAL
SAME AS EXCEPT USE 6" MET STUDS
1 f IA
SAME AS <9>EXCEPT WALL TO BE 40" TALL, ABOVE FINISHED FLOOR. VERIFY WITH
CASEWORK COUNTERTOP HEIGHT.
LOW WALL
SAME AS <i �?>EXCEPT WALL TO BE 7' HIGH AFF. FINISH TOP OF WALL W/ W TYPE 'X'
LEAD GYP BD SCAN SIDE.
<$> EXISTING WALL
1 WALL
SAME AS EXCEPT USE W TYPE 'X' GYP BD. OVER (E) WALL
TO 6" ABOVE SUSP. CLG.
i{ QEMISJN9 WAAL
SAME AS '{q EXCEPT EXTEND TO STRUCTURE ABOVE
`� LEADED DEMII W
SAME AS �EXCEPT EXTEND TO STRUCTURE ABOVE
STUD WALL FURRED WALL
(1) LAYER 5/8" TYPE "X`
GYP BE
FULL THICKNESS ACOUSTIC
GATT INSULATION R-11
3-W 20 GA MET STUDS
Ole OC
OUTSIDE OF
MRI ROOM
(1) LAYER 5/8" TYPE
"X" GYP BD
20 GA., 2--1/2° MET
STUDS 0 16" OC TYP
INSIDE OF
RF ROOM
1 VX1 fix" x 1 A"X
BRONZE CLIPS
ATTACHED W/
# 12 SCREWS
L- �" TYPE 'x' GYP. BD.
SHT. MTL. SCREWS 26 WD BLK'G AT TOP
NEW MRI WALL & BOT. (FIRE RESISTIVE)
12' X AC METAL STUDS WITH BRACING TO UNDERSIDE OF STRUCTURE ABV.
EXTENT} FURRED RF WALL TO 6" ABOVE ACOUSTIC CEILING.
CONTROL WALL.
SAME AS WALL TYPE <�> EXCEPT USE 6" STUDS ON WALL. EXTEND FURRED RF
9jWALL TO 9'-6" ABOVE FINISHED FLOOR.
EXI� Ski NG WAI
SAME AS WALL TYPE <�> EXCEPT STUD WALL IS EXISTING.
WALL
3" = 1,_Q:
AR
4
Revi 'ons
NO.
DESCRIPTION
DATE:
BY:
C�d
U
U�
Firm [Name and Address
—..,.d
N-..,
R10 elle Development COmay
29San Luis Rey Rd,, Oceansi et a.
(760) 439-6344 Fax (760) 439-0705
PMRILM NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HERIN AND ORIGINATING WITH
RDC SMALL BE THE PROPERTY OF ROC. COPYRIGHT DATE IS DATE OF
ISSUANCE
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
PrOJect Sheet
155.05
Date
05/02/2005 A-7
Scale
�NOTED�.�../
�,�AS
-L - I
PLAM COUNTERTOP 1'--00 SANITARY COVER GA OUTLET
& FACE DISPENSERI
FLUSH WAINSCOT PAPER TOWEL DISPENSER
TOILET PAPER LEVER
(WHERE APPLICABLE)
DOUBLE METAL SOAP DISPENSER
PLAM COUNTERTOP STUD BLOCKING GRAB BAR GRAB BAR MIRROR NO. 374
MELAMINE INTERIOR
COVER PLATE —� . 3-3l �
1-1/2" OD STAINLESS "
STEEL GRAB BAR W/ 3,_6" N Revisions
R CONCEALED FASTENERS NO. DESCRIPTION DATE: BY:
III �
<n 111 o U
CL
MOUNTING FLANGE �,, „ °' _ °O "'i M t M w
W/ (2) 14 GAUGE
X 4" SMS
WALL TYPE t'
FINISHED WALL 2' IV-6* O.C. ",'-c O.C. INSULATED
FINISHED FLOOR
RECEPTION COUNTER GRAB BAR DETAILS ACCESSIBLE DIMENSIONS
13 ss ,= " 9 ss __ 1/4 if-011
(J�
,5 J�
PLAM COUNTERTOP 010— —
U MELAMINE INTERIOR,
C)
2'-6 :`• ens
:v 1Cc
�
Q, /f
CUT AND BEND
' FLANGES 0 STUD
ac c`t r •. �"? �" , 6" METAL, 18 GA. f 0 RO
TRACK. SPAN MINIMUM VERIFY
WALL TYPE h . OF (3) STUDS M
ILI (3) #10 SMS EACH LINE OF
DOUBLE STUD FINISHED 9
FINISHED FLOOR � FLOOR
STUD PER PLAN Ul
ADA RECEPTION COUNTER UPPER BACKING DETAIL FIRE EXTINGUISHER CABINET ACCESSIBLE REST ROOD PLAN L
14 10 „ _ 1„ V-0== 2 , /4"
'� o '� CONTRACTOR TO PROVIDE AND INSTALL BACKING u
u
1-0 1-O PLAM
EXTERIOR
;�S J
,..
� 2 ADJUSTABLE
,,, MEL. SHELFS ON
`•� `d, 32MM SYSTEM
r UNISEX WOMEN
M N
(2) LOCKS, Firm Name and Address
KEYED PLAM
CUT AND BEND • UPPER CASE TEXT RAISED V IN DIFFERENTLY ''' TOP
FLANGES STUD SANS SERIF OR SIMPLE SERIF
TYPEFACE WITH GRADE 2 BRAILLE 1, "
6" METAL, 18 GA, DRAWER W/ _6
TRACK. SPAN MINIMUM HOLE
MELAMINE
OF (3) STUDS SYMBOLS ARE TO BE CENTERED MELAMINE INTERIOR & FULL � ,
ON THE DOOR AND TO BE INTERIOR EXT. GLIDES �s Flope Development C0
(3) #10 SMS EACH STUD DISTINCTLY DIFFERENT FFtOIa THE
DOOR IN COLOR & O NTWT " 2935 San Luis Rey Rd., 0mansPee!Ra.
ATTACH SIGNS USNG (3) THREE (760) 439-6344 Fax (760) 439-0705
FLAT HEAD, CHROME WOOD SCREW,
TAMPER RESISTANT M LOCKER BENCH I?�IELMY N4�
STUD PER PLAN COUNTERSUNK AND ADHESIVE. THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
LOWER BACKING DETAIL REST ROOM DOOR SYMBOLS LOCKER/BENCH DETAIL ARE THE PROPERTY OF RIt�DEDEVELOPMENT (R AND ARE
DISCLOSED IN CONFIDENCE ANDND SHALL NOT BE COPIED,IE D, REPRODUCED OR
PUBLISHED IN %H& OR7 s, , )s 3 s s PRODUCE, CONSTR«UCCT, ORI MANU ACTUREPART TOOVIDE DRAWINGS, PARTS OR
' INFORMATION TO
" = it -Olt CONTRACTOR TO PROVIDE AND INSTALL BACKING 1-1 /2 - 1 - (} ,= 3/8 =- 1 ---0 ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDG ALL PATENABLE 'MATERIAL CONTAINED HERIN AND ORIGINATING WITH
RDC SHALL BE THE PROPERTY OF ROC, COPYRIGHT HATE IS DATE OF
ISSUANCE"
CEILING SINK
1O �- PLASTIC LAMINATE
A-s ;WALL SlIV46E � COUNTERTOP
" 16 GA. 3-5/8" METAL TRACK. DOOR SINAGE - Project Name and Address
SPAN MINIMUM OF (3) STUDS (TYP) A-9
UPPER MIN, (2) ON ZIPPERS AND (2) ON LOWERS
CABINET I COUNTERTOP SUPPORT
ATTACH CABINET TO WALL W/ es $" MAX! I PLAZA MEDICAL IMAGING CENTER
N #14 X 3" SMS 0 16" OC MIN, (TYP) 3731 SOUTH PLAZA DR.
3" I CABINET DOORS SANTA ANA, CA
11- WALL FRAMING PER PLAN I 92704
A-s BATCH AREA DENOTES PERIMETER
N C;, s MIN, I i OF PERMISSIBLE OBSTRUCTIONS
2X4 PTDF BLOCKING ATTACHED W/ II
LOWER Yx" HILTI KW1K BOLT, K&-111," UNISEX WOMEN MEN11 NI I
CABINET IMBEOMENT 0 24" PER BLOCK. FINISH
iC64 #4627. FLOOR FINISH FLOOR
M LINE OF CABINET FASCIA BEYOND Project Sheet
" #14 X 3" CADMIUM PLATED FHWS 155.05
FLOOR 0 12" OC & COUNTERSINK ,�----- 17" MIN
Date
BACKING LOCATION DETAIL PICTOGRAM IDENTIFICATION SIGNS ACCESSIBLE SINK 05/02/2005 A --- 9
2 8It = V_ 09 8 4== 1, 0__ 4 _> :_ Scale
C�.lill�:
1. REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER IN CALIFORNIA TO VERIFY
ADEQUATE SOIL COMPACTION & SOIL BEARING CAPACITY OF 1000 PSF (1333 PSF
INCLUDING LATERAL). STRUCTURAL ENGINEER TO RECEIVE GEOTECH REPORT PRIOR TO
CONSTRUCTION.
2. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000
P.S.I. AT THE END OF 28 DAYS, UNLESS OTHERWISE NOTED.
3. ALL REINFORCING SHALL CONFORM TO A.S.T.M. DESIGNATION A615, GRADE 40 FOR #4
AND SMALLER, GRADE 60 FOR #5 AND LARGER.
4. CONTINUOUS BARS IN CONCRETE SHALL BE LAPPED 44 DIAMETERS AT ALL SPLICES,
EXCEPT AS OTHERWISE NOTED. (50 DIAMETERS FOR MASONRY)
5. SPLICES IN ADJACENT CONTINUOUS HORIZONTAL BARS SHALL BE STAGGERED 4'-0"
MINIMUM. ,
6. ALL BAR HOOKS SHALL BE THUS: _ _ R R=3D FOR #3 TO #8
4D OR 2 1 /2" MIN. ---- I d 4D FOR #9 TO # 11
7. ALL BAR BENDS SHALL BE THUS:
8. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:
CONCRETE POURED AGAINST EARTH-----------.3"
FORMED CONCRETE, EXPOSED TO EARTH ----- 2"
SLABS AND WALLS, NOT EXPOSED TO EARTH---1"
1. MATERIALS: HILTI KWIK—BOLT 3; COMPLY WITH ICC ESR NO. 1385.
2. INSTALLATION AND FIELD QUALITY CONTROL
A. INSTALLATION OF ALL ANCHORS SHALL BE REVIEWED BY A SPECIAL INSPECTOR
WHO SHALL VERIFY PROPER EMBEDMENT, CLEAN HOLES AND PROPER TORQUE.
B. EMBEDMENTS:
SIZE (IN) EMBEDMENT UNO (IN)
5/8- z 1 /4
3/4 3 1/4
C. INSTALLATION OF ANCHORS SHALL BE ACCORDING TO THE MANUFACTURER'S
INSTRUCTIONS AS TO TOOLS, TORQUE AND TIGHTENING TECHNIQUE.
D. ANCHOR LOCATIONS, SPACING AND EDGE DISTANCES SHALL BE AS SHOWN ON
THE DRAWINGS.
I
N
M R 1 GANTRY
SCALE: 1 /2" = 1'-0
m
10'-0" x 8'-0" WIDE
2'-0" 1'-6Y2"±
TABLE
ED TO GANTRY
)0#
CONC
)N—GRADE
1'-7"t SQ LEG
%" 0 HILTI KB 3
W/ 5" EMBED
TYP (16 TOTAL)
L3x2YY4 LLH, TYP
(8 TOTAL)
DETAIL r 2
SCALE: 3/4" = 1'-0" S —V
MYERS
HOU HTON
�RZV ESS
L & PARTNERS
in 0� (� SYRUCiUR^L ET`J+C1T`JEER.S
Circle Business Center I
�, 2P 4500 E. Pacific Coast Hwy., Ste. 100
tl RUCA 4�� Lang Beach, CA 90804
Tel. (562) 985-3200 Fax (562) 985-1011
MHP JN 05132-00-2
yk
.3 1-07
R visions
NO.
DESCRIPTION
DATE:
BY:
BLDG DEPT SUBMITTAL.
05/02/05
BLDG DEPT RE —SUBMITTAL
05/18/05
L t
C
w 1 i
C
11)
1
1
r Firm Name and Address
Riopelle Development Coman�y
29 5 San Luis Rey Rd., Oceansi e, a.
(760) 439-6344 Fax (760) 439-0705
PROPRIETARY NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL. NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC, ALL PATENABLE MATERIAL CONTAINED HEREIN AND ORIGINATING
WITH RDC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE
OF ISSUANCE.
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
r
oject Sheet
XX
04/26/05 S-1
Scale
NONE
PARTIAL. F O U N DATI O N PLAN
SCALE: 1 /4" = 1'-0"
a
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1 • ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR (E). EXISTING
CONSTRUCTION IS SHOWN FADED. NEW CONSTRUCTION IS SHOWN SOLID AND IS
REFERENCED BY DETAILS AND NOTES.
2. EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
MYE RS
FESS/ HOU+ HTON
L"�`F� & PARTNERS
v, N0.3503 =' S`i'RIJCTIJRAL ENGINEERS
p.3-31-06 Circle Business Center I
4500 E. Pacific Coast Hwy., Ste. 100
flfjF DRucl ���y.�� Long Beach, CA 90804
C Tel. (562) 985-3200 Fax (562) 985-1011
MHP jN 05132-00-2
AR
7 �
. 3-3 -07
evisions
NO.
DESCRIPTION
DATE:
BY:
BLDG DEPT SUBMITTAL
05/02/05
BLDG DEPT RE -SUBMITTAL
05/18/05
Q
n
C)
CD
'
Firm
Firm Name and Address
Rioppelle Development Cogan
2935 San Luis Rey Rd., Ocean
(760) 439-6344 Fax (760) 439-0705
PROPRIETARY NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON THIS SHEET
ARE THE PROPERTY OF RIOPELLE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART TO PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HEREIN AND ORIGINATING
WITH RDC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE
OF ISSUANCE.
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
xic
Date
04/26/05 S-2
Scale
AS NOTED
� ,s
a
0
to
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ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR (E). EXISTING
CONSTRUCTION IS SHOWN FADED. NEW CONSTRUCTION IS SHOWN SOLID AND IS
REFERENCED BY DETAILS AND NOTES.
2. EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
MYERS
�RflV ES H 0 U H T 0 N
L B4`Fy ���°���
& PARTNERS
I- No.3503 S-rP_UqC-rL.JP..AL FNC;11NEEPZS
p. 3-31- rn Circle Business Center I
4500 E. Pacific Coast Hwy., Ste. 100
Long Beach, CA 90804
Tel. (562) 985-3200 Fax (562) 985-1011
MHP JN 05132-00-2
AR
4
3- -07
CAL
Revisions
NO.
DESCRIPTION
DATE:
BY:
BLDG DEPT SUBMITTAL
05/02/05
BLDG DEPT RE -SUBMITTAL
05/18/05
n
CD
CD
C)
Firm Name and Address
r) r%
Riopelle Development Comitin
""I 29 5 San Luis Rey Rd., OceansAita.
(760) 439-6344 Fax (760) 439-0705
PROPRIETARY NOTE
THE DRAWINGS, DESIGNS AND INFORMATION CONTAINED ON INS SHEET
ARE THE PROPERTY OF RIOPEILE DEVELOPMENT (RDC) AND ARE
DISCLOSED IN CONFIDENCE AND SHALL NOT BE COPIED, REPRODUCED OR
PUBLISHED IN WHOLE, OR IN PART 70 PROVIDE INFORMATION TO
PRODUCE, CONSTRUCT, OR MANUFACTURE DRAWINGS, PARTS OR
ASSEMBLIES WITHOUT THE FULL KNOWLEDGE AND WRITTEN CONSENT OF
RDC. ALL PATENABLE MATERIAL CONTAINED HEREIN AND ORIGINATING
WITH RDC SHALL BE THE PROPERTY OF RDC. COPYRIGHT DATE IS DATE
OF ISSUANCE.
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
XX
Date 04/26/05 S - 3
Scale
AS NOTED
SECTION
SCALE: 1 /2" = 1
(N) Y2"0 ALL —THREAD
wmm
SCALE: 1 1 /2" = 1'-0
0
0
N
m
dCA b!V\C CUCA'T'L wr,
(N) UNISTRUT
P 1346, TYP —
(E) ROOF SHEATHING
(N) %"0 x2,YY2" _
(E) 2x4 0 24"OC
(N) Y2" 0 ALL
THREADED ROD
2'-4"tOC, TYP
(N) 4x4 BLK W/
SIMPSON LUS44
EA END
UNITRUT SUPPORT PLAN
SCALE: 1 /4" = 1'-0"
hilt" MBEE I M Nth:
LONGITUDINAL RAIL, SUPPLIED BY GENERAL ELECTRIC.
2 TS8x4W4x ROOM LENGTH OVER UNISTRUT P1000
OVER EQUIPMENT RAIL (2 REQUIRED).
UNISTRUT P1001 x4'-4"t (4 REQUIRED).
lrJ UNISTRUT P1000 TRANSVERSE BRACE (4 REQUIRED).
UNISTRUT P1000 LONGITUDINAL BRACE (4 TOTAL).
SCHEDULEALTERNATE MEMBER
1. VERIFY ALL EXISTING PERTINENT CONDITIONS AND
DIMENSIONS.
2. VERIFY ALL INFORMATION WITH EQUIPMENT SUPPLIER.
3. STRUCTURAL STEEL, INCLUDING UNISTRUT OR EQUAL
SHALL CONFORM TO ASTM A36 OR EQUAL. STEEL
TUBES SHALL CONFORM TO ASTM A500 GRADE B.
4. BOLTS SHALL CONFORM TO ASTM A307.
5. ALL WELDING SHALL CONFORM TO AWS CODE
(D1.1-94).
6. WELDING ELECTRODES SHALL CONFORM TO ASTM
A233, AWS CLASS E7015 OR E7016.
7. SUPPORT FRAMING SHALL BE UNISTRUT OR EQUAL
(SEE ALTERNATE MEMBER SCHEDULE).
8. BOLTS FOR SUPPORT FRAMING SHALL BE Yz"
MINIMUM DIAMETER UNLESS NOTED OTHERWISE.
9. USE UNISTRUT FITTINGS AS INDICATED OR SIMILAR,
WHERE REQUIRED.
(N) 4x4 POST ^ T
(N) Y2" 0 BOLTS x
(N) PL 16"x3"xW
(N) Y4" BENT PLATE NS & FS W/ 2 Y "0
BOLTS
(N) %" 0 HiLTI HDI
— = x29116" EMBED
—_-- (E) SOG (N) 4x4 POST
DOUGLAS FIR #1
POST BASE PER
in
fh
w DETAIL 3
M
MYERS
gpVESS10* HOUGHTON
& PARTNERS
2 No.3503 =? STRUCTURAL EIVC;INEERS
Exp.3-31 6 Circle Business Center I
4500 E. Pacific Coast Hwy., Ste. 100
F rRUC�UR4�y� Long Beach, CA 90804
Of CAI�� Tel. (562) 985-3200 Fax (562) 985-1011
MHP IN 05132-00-2
AR
1. VERIFY ALL EXISTING PERTINENT CONDITIONS AND
DIMENSIONS.
2. VERIFY ALL INFORMATION WITH EQUIPMENT SUPPLIER.
3. STRUCTURAL STEEL, INCLUDING UNISTRUT OR EQUAL
SHALL CONFORM TO ASTM A36 OR EQUAL. STEEL
TUBES SHALL CONFORM TO ASTM A500 GRADE B.
4. BOLTS SHALL CONFORM TO ASTM A307.
5. ALL WELDING SHALL CONFORM TO AWS CODE
(D1.1-94).
6. WELDING ELECTRODES SHALL CONFORM TO ASTM
A233, AWS CLASS E7015 OR E7016.
7. SUPPORT FRAMING SHALL BE UNISTRUT OR EQUAL
(SEE ALTERNATE MEMBER SCHEDULE).
8. BOLTS FOR SUPPORT FRAMING SHALL BE Yz"
MINIMUM DIAMETER UNLESS NOTED OTHERWISE.
9. USE UNISTRUT FITTINGS AS INDICATED OR SIMILAR,
WHERE REQUIRED.
(N) 4x4 POST ^ T
(N) Y2" 0 BOLTS x
(N) PL 16"x3"xW
(N) Y4" BENT PLATE NS & FS W/ 2 Y "0
BOLTS
(N) %" 0 HiLTI HDI
— = x29116" EMBED
—_-- (E) SOG (N) 4x4 POST
DOUGLAS FIR #1
POST BASE PER
in
fh
w DETAIL 3
M
MYERS
gpVESS10* HOUGHTON
& PARTNERS
2 No.3503 =? STRUCTURAL EIVC;INEERS
Exp.3-31 6 Circle Business Center I
4500 E. Pacific Coast Hwy., Ste. 100
F rRUC�UR4�y� Long Beach, CA 90804
Of CAI�� Tel. (562) 985-3200 Fax (562) 985-1011
MHP IN 05132-00-2
AR
W
0.
"Y
33 Q,
31-0�
1f
Re
sions
NO.
DESCRIPTION
DATE:
BY:
BLDG DEPT SUBMITTAL
05/02/05
BLDG DEPT RE —SUBMITTAL
05/18/05
a,
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T
I-
CD
V)
T
T
CD
1
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Firm Name and Address
•t•a• t • t•a r x t• a •► ►
► «t �► t ►q « t � t t• qr .a••t► «�► t.
5► t t• t ••t ► r• t t
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Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
'{ Project Sheet �
XX
Date
04/26/05 S-4
Scale
AS NOTED
2! A"
v -r
C.G. lA
BENT
"
L3x W
CABINS
2 PLAN
4—%"Q
3 W/
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SLAB—
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MRI CABINET ANCHORAG73
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4—fig"O HILTI k
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;E) 4" CQNC
SLAB—ON—GRAI
FRONT ELEVATION
NM
MANUFACTURER INSTALLERS
TO VERIFY ANCHORAGE.
MRI CONTROL
CONSOLE ANCHORAGE
SCALE: 1" = 1'-0"
%.t-i cn I L-IN I EA SIDE
A
Am
i T, ■ ��1w1�2lL!>•
38.6" 11 38.6"
.4430 t' r W.
.3x3W4x14" W/ SOMATOM
O BOLTS
U
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SCALE: 3/4" = 1'-0"
10.4" 10.4"t
19.7"
PLAN AT BASE
:• '•
C.G. WT=728#
i
4 2, HILTI D 3 I ��J ( 5E[AB SLAB —ON —GRADE
GRADE
NC
Wj 2,ir4" EMBED------...-�---ti 1 11
I
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20.9" 9.3"
ELEVATION
SOMATOM EMOTION
PATIENT TABLE AN C H O I
SCALE: 3/4" = 1'-0"
E ESS/fjH
4
f
No.3503
OC. p, 3-31'114t0
eft c�U�
U4���
of cl+O
K
MYERS
HOUGHTON
Fx PARTNERS
STRU4CTUR^L EIVGiI`VEERS
Circle Business Center 1
4500 E. Pacific Coast Hwy., Ste. 100
Long Beach, CA 90804
Tel. (562) 985-3200 Fax (562) 985-1011
MHP jN 05132-00-2
AR
NO. 74
if
R Visions
NO.
DESCRIPTION
DATE:
BY:
BLDG DEPT SUBMITTAL
05/02/05
BLDG DEPT RE —SUBMITTAL
05/18/05
W
CD
C�
Firm Name and Address
Z N
' !!• �• • !! i !.
I d. Y
Project Name and Address
PLAZA MEDICAL IMAGING CENTER
3731 SOUTH PLAZA DR.
SANTA ANA, CA
92704
Project Sheet
Xx
Date
04/26/05 S-5
Scale
AS NOTED