T-1 - Pacific Sundance

ABBREVIATIONS GENERAL NOTES GENERAL REQUIREMENTS APPLICABLE CODES INDEX OF DRAWINGS PROJECT DATA A.B. ANCHOR BOLT ACCOUS. ACOUSTIC A.C. ASPHALT CONCRETE A/C AIR CONDITIONING A.D. AREA DRAIN ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE A.I.S.C. AMERICAN INSTITUTE OF

STEEL CONSTRUCTION ALT. ALTERNATE ALUM. ALUMINUM ANOD. ANODIZED A.P. ACCESS PANEL APPROX. APPROXIMATELY ARCH. ARCHITECTURAL ASPH. ASPHALT A.S.T.M. AMERICAN SOCIETY FOR

TESTING & MATERIALS AUTO. AUTOMATIC

BD. BOARD BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM BOTT. BOTTOM B.T.U. BRITISH THERMAL UNIT

CAB. CABINET C.B. CATCH BASIN C.D. CONDENSATE DRAIN OEM. CEMENT CER. CERAMIC . C.F.M. CUBIC FEET PER MINUTE C.I. CAST IRON C.L. CENTER LINE CLG. CEILING CLOS. CLOSET CLR. CLEAR CNTR. COUNTER s

COL. COLUMN COMPO. COMPOSITION CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS C.O. CLEAN OUT CORR. CORRIDOR C.S. CLINIC SINK CTR. CENTER CTSK. COUNTER SINK C.W. COLD WATER

DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT D.F. DOUGLAS FIR OR

DRINKING FOUNTAIN DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DISP. DISPENSER DIV. DIVISION DN. DOWN DR. DOOR DS. DOWNSPOUT DWG. DRAWING DWR. DRAWER

(E) EXISTING EA. EACH E.A.R. EXHAUST AIR REGISTER E.J. EXPANSION JOINT ELEV. ELEVATOR ELEC. ELECTRICAL EMERG. EMERGENCY ENCL. ENCLOSURE ENT. ENTRANCE E.P. ELECTRICAL PANELBOARD EQUIP. EQUIPMENT EQ. EQUAL ETC. ETCETERA . E.W.C. ELECTRIC WATER COOLER E.W.W.M. ELECTRIC WELDED WIRE MESH EXH. EXHAUST EXIST. EXISTING EXT. EXTERIOR EXP. EXPANSION E.W. EACH WAY

F.D. FIRE DAMPER F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FEM. FEMININE F.F. FINISH FLOOR F.H. FIRE HYDRANT F.H.C. FIRE HOSE CABINET FIN. FINISH FIN. GR. FINISH GRADE FIX. GL. FIXED GLASS F.J. FLOOR JOIST FL. FLOOR FL. DR. FLOOR DRAIN FLASH. FLASHING FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE F.O.F.,FF FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S.,FS FACE OF STUD FOUND. FOUNDATION FPRF. FIREPROOFING F.S. FLOOR SINK FT. FEET FTG. FOOTING FURR. FURRING FUT. FUTURE

GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR G.D. GARBAGE DISPOSAL GL. GLASS GR. GRADE GRND. GROUND GYP. GYPSUM

H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HDWD. HARDWOOD HDWR. HARDWARE H.M. HOLLOW METAL HORZ. HORIZONTAL H.P. HORSE POWER HR. HOUR HT. HEIGHT HTR. HEATER H.W. HOT WATER

I.C.B.O. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS

l.D. INSIDE DIAMETER I.E. INVERT ELEVATION ILLUM. ILLUMINATION INCL. INCLUDED INSUL. INSULATION i INT. INTERIOR INV. INVERT

JAN. JANITOR JT. JOINT

KIT. KITCHEN

LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LKR. LOCKER LT. LIGHT

MACH. MACHINE MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MED. MEDICINE MEMB. MEMBRANE MET. METAL MEZZ. MEZZANINE MFR. MANUFACTURER M.H. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING M.S. MACHINE SCREW MTD. MOUNTED

(N) NEW N. NORTH N.E.C. NATIONAL ELECTRIC CODE1

N.F.P.A. NATIONAL FIRE PROTECTION ASSOCIATION

N.I.C. NOT IN CONTRACT NO. OR # NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE

O / OVER OA. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OPNG. OPENING OPP. OPPOSITE O.F.D. OVERFLOW DRAIN

P.G. PAINT GRADE P.L. PROPERTY LINE PLAS. PLASTER PLWD. PLYWOOD P.O.C. POINT OF CONNECTION PR. PAIR PRCST. PRECAST P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PT. POINT P.V.C. POLYVINYL CHLORIDE

Q.T. QUARRY TILE

R. RISER R.A.R. RETURN AIR REGISTER RAD. RADIUS RD. ROUND R.D. ROOF DRAIN REF. REFERENCE RCP REFLECTED CEILING PLAN REFER. REFRIGERATOR REINF. REINFORC(ING)_(ED) REG. REGISTERED REV. REVISION RM. ROOM R.O. ROUGH OPENING RWD. REDWOOD

S.A.R. SUPPLY AIR REGISTER SC. SCALE S.C. SOLID CORE SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT SHWR. SHOWER SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTOR NATIONAL ASSOCIATION

SQ. SQUARE STD. STANDARD s.s. STAINLESS STEEL STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED

T. TOILET OR THREAD T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED T & G TONGUE & GROOVE THK. THICK THRESH. THRESHOLD TLT. TOILET T.O.P. TOP OF PARAPET T.P. TOP OF PAVEMENT T.V. TELEVISION T.W. TOP OF WALL TYP. TYPICAL

U.M.C. UNIFORM MECHANICAL CODE UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE U.P.C. UNIFORM PLUMBING CODE UR. URINAL

V.B. VACUUM BREAKER V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL V.T.R. VENT THRU ROOF V.W.C. VINYL WALL COVERING

W/ WITH W/D WASHER / DRYER W.C. WATER CLOSET WD. WOOD W.H. WATER HEATER W/O WITHOUT WP. WATERPROOF W.R. WATER RESISTANT W.S.P. WET STAND PIPE

SYMBOLS DETAIL REFERENCE

SECTION REFERENCE

ELEVATION REFERENCE

ROOM REFERENCE

A7,

& LOBBY 101

I 1/A5

DOOR REFERENCE

WINDOW REFERENCE

KEYNOTE REFERENCE

EQUIPMENT REFERENCE

DIMENSION REFERENCE

REVISION REFERENCE

E.

(7-0")

7-0"

DETAIL NUMBER SHEET NUMBER

SECTION LETTER SHEET NUMBER

ELEVATION LETTER SHEET NUMBER

ROOM NAME ROOM NUMBER REFERENCE TO ADDITIONAL INFORMATION WHEN SHOWN (ENLARGED FLOOR PLAN, CEILING PLAN OR INTERIOR ELEVATION)

DOOR NUMBER IS SAME AS ROOM NUMBER (ONLY EXTERIOR DOORS, CROSS CORRIDOR DOORS & MULTIPLE DOORS ARE LABELED FOR CLARITY)

WINDOW TYPE

KEYNOTE NUMBER

EQUIPMENT LETTER

DIMENSIONS ENCLOSED BY PARENTHESES INDICATE EXISTING MEASUREMENTS

ARROW DIMENSIONS INDICATE FACE OF FINISH

REVISION NUMBER

C.

D. E. F.

G.

1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES OF THE TRADE: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL

TRADES. B. THE TERM "CONTRACTOR" AS USED HEREIN AND ON THE DRAWINGS SHALL ALSO BE

APPLICABLE TO EACH SUBCONTRACTOR AS REQUIREMENTS PERTAIN TO HIS TRADE. 2. ALL WORK SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES NOTED PLUS:

A. LOCAL PLANNING AND ZONING REGULATIONS AND ORDINANCES. B. ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION. C. RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITING. D. STATE OF CALIFORNIA, TITLE 24, ENERGY REGULATIONS.

3. BEFORE COMMENCING WORK OR PROCEEDING WITH ERECTION AND SHOP DRAWING, EACH SUB-CONTRACTOR SHALL VERIFY MEASUREMENTS, LINES, GRADES, LOCATIONS, AND DETAILS OF EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. STARTING OF WORK BY A SUB- CONTRACTOR DENOTES THAT UNDERSURFACE HAS BEEN INSPECTED AND IS APPROVED BY THE SUB-CONTRACTOR.

4. ADEQUATELY PROTECT ALL PUBLIC AND PRIVATE PROPERTY AND IMPROVEMENTS FROM DAMAGE AND INJURY. DAMAGED AREAS SHALL BE REPLACED IN GOOD CONDITION. SUPPLY ALL BONDS NECESSARY AND REQUIRED BY THE CITY FOR WORK ON THE CITY PROPERTY.

5. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS AND CORRECT ANY POOR WORKMANSHIP AT NO ADDITIONAL COST TO THE OWNER, AND SHALL REMEDY ANY DEFECTS IN MATERIALS OR WORKMANSHIP WHICH APPEAR WITHIN A ONE YEAR PERIOD FROM DATE OF COMPLETION AND ACCEPTANCE OF THE JOB.

6. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT INSURANCE AND SERVICES OF EVERY KIND NECESSARY FOR THE PROPER EXECUTION OF ALL WORK AS SHOWN, AND INDICATED ON THESE DRAWINGS. CONTRACTOR TO COORDINATE WITH THE OWNER THE USE OF EXISTING WATER, TELEPHONE, POWER AND TOILET, FOR CONSTRUCTION WORKERS AT THE SITE.

7. PLAN CHECK, BUILDING PERMIT AND MISCELLANEOUS CITY FEES WILL BE PAID FOR BY THE OWNER. THE CONTRACTOR SHALL PAY ALL LICENSES AND ROYALTIES AND SHALL DEFEND ALL SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT RIGHTS AND SHALL SAVE THE OWNER HARMLESS FROM LOSS ON ACCOUNT THEREOF.

8. THERE SHALL BE A COMPETENT FOREMAN FAMILIAR WITH THE DRAWINGS ON THE JOB AT ALL TIMES. ALL WORKMEN AND SUB-CONTRACTORS SHALL BE SKILLED IN THEIR TRADE.

9. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS AND AT THE END OF THE JOB SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN. BESIDES GENERAL CLEANING, THE FOLLOWING ITEMS SHALL BE EXECUTED MAKING THE BUILDING COMPLETE AND READY FOR OCCUPANCY: ~ A. REMOVE ALL PUTTY STAINS, PAINT SPATTERS, FROM GLASS AND MIRRORS. WASH AND

POLISH SAME, INSIDE AND OUTSIDE. EXERCISE CARE NOT TO SCRATCH GLASS. B. REMOVE MARKS, STAINS, FINGERPRINTS, OTHER SOIL DIRT FROM PAINTED, DECORATED

OR STAINED WORK. CLEAN AND POLISH HARDWARE FOR ALL TRADES. THIS SHALL INCLUDE REMOVAL OF STAINS, DUST, DIRT, PAINT AND THE LIKE. CLEAN FIXTURES AND EQUIPMENT. REMOVE STAINS, PAINT, DIRT, DUST. REMOVE TEMPORARY FLOOR PROTECTION AND CLEAN FLOORS. CLEAN EXTERIOR AND INTERIOR METAL SURFACES, INCLUDING DOORS AND WINDOWS REQUIRED TO HAVE POLISHED FINISHED, OR OIL, STAINS, DUST, DIRT, PAINT AND THE LIKE. POLISH AND LEAVE WITHOUT FINGER MARKS AND OTHER BLEMISHES. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR MAKING CERTAIN THAT ALL EXPOSED FINISHED SURFACES OF THE BUILDING ARE BROUGHT TO A NEAT, CLEAN AND THOROUGHLY PRESENTABLE CONDITION, AS DETERMINED BY THE ARCHITECT, REGARDLESS OF WHETHER OR NOT ANY SUB-CONTRACTOR MAY HAVE BEEN REQUIRED BY THE SPECIFICATIONS TO CLEAN THAT SUB-CONTRACTORS OWN PORTION OF THE WORK WHILE HE WAS STILL ON THE JOB.

10. THESE OUTLINE SPECIFICATIONS ARE DIVIDED BY THE ARCHITECT FOR CONVENIENCE ONLY. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE TRADE IS RESPONSIBLE FOR EACH ITEM, AND TO COMPLETE THE JOB IN ITS ENTIRETY. THE FOLLOWING OUTLINE SPECIFICATIONS INCLUDE ONLY MAJOR INFORMATION. IN THE ABSENCE OF MORE DETAILED SPECIFICATIONS, ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED BY THE ARCHITECT. THE CONTRACTOR AND HIS SUB-CONTRACTORS ARE ASSUMED TO BE SKILLED IN THE USE AND INTERPRETATION OF PLANS AND HAVE EITHER NOTIFIED THE ARCHITECT PRIOR TO SUBMITTING A BID, OR HAVE FOUND THESE PLANS FREE OF AMBIGUITIES SUFFICIENT FOR BID AND CONSTRUCTION PURPOSES.

11. ALL MATERIALS SHALL BE NEW MATERIALS AND OF THE HIGHEST QUALITY AND ALL SUBSTITUTIONS SHALL BE SUBMITTED FOR APPROVAL BY THE CONTRACTOR TO THE ARCHITECT. SAMPLES OF ITEMS TO BE SUBMITTED SHALL BE MARKED AND LEFT FOR EXAMINATION. MATERIAL AND PRODUCTS SHALL BE DELIVERED TO THE BUILDING SITE IN ORIGINAL PACKAGES. MATERIALS AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD BLOCKING IN AN UPRIGHT POSITION PROTECTED FROM THE ELEMENTS AND IN A MANNER TO PREVENT MARRING OF FINISHES.

12. CHANGES: THE OWNER RESERVES THE RIGHT TO MAKE CHANGES, ADDITIONS, OR OMISSIONS IN THE PLANS AND SPECIFICATIONS. THE COST OF SUCH WORK TO BE ADDED TO OR DEDUCTED FROM THE CONTRACT. IN CASE OF INCREASE, OVERHEAD AND PROFIT WILL BE ALLOWED PER CONTRACT.

13. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALL, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

14. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO TYPICAL DETAILS SHOWN FOR PERSPECTIVE MATERIALS AND SIMILAR CONDITIONS.

15. VERIFY WITH MECHANICAL, PLUMBING AND ELECTRICAL SUB-CONTRACTORS, THE SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND FOR ALL PIPE SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK.

16. ALL WORKMANSHIP, SCHEDULING AND PHASING SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING OWNER.

17. THE CONTRACTOR SHALL INVESTIGATE, VERIFY EXISTING CONDITIONS AND BE RESPONSIBLE FOR ALL DIMENSIONS AND ELEVATIONS, AND CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT REGARDING ANY CONDITION REQUIRING CHANGE OR MODIFICATION BEFORE PROCEEDING WITH THE WORK.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, AND / OR RE-INSTALLING MISCELLANEOUS ITEMS THAT MAY BE AFFECTED BY NEW CABINETRY, WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO SOAP DISPENSERS, PAPER TOWEL HOLDERS, RECEPTACLES, ETC.

19. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DETAIL DRAWINGS SHALL TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS.

20. PROVIDE AND INSTALL ANY NECESSARY BLOCKING, BACKING, FURRING AND FRAMING FOR ELECTRICAL, PLUMBING, CABINETS, SHOWERS, EQUIPMENT, FIXTURES, AND OTHER MISCELLANEOUS ITEMS REQUIRING SAME.

21. ALL GYPSUM WALLBOARD AND PLASTER CONSTRUCTION SHALL CONFORM TO CURRENT EDITION OF THE CBC AND UL LISTINGS FOR FIRE ASSEMBLIES.

22. CONTRACTOR MUST ERECT DUST BARRIERS, SOUND BARRIERS, USE DROP CLOTHES AND/OR APPROVED MEANS TO PROTECT EQUIPMENT FINISHES AND BUILDING OCCUPANTS IN THE IMMEDIATE VICINITY OF WORK.

23. CONTRACTOR MUST CONFORM AND COORDINATE TO FACILITY REQUIREMENTS AS TO EXACT TIME WHEN UTILITIES/SERVICES WILL BE INTERRUPTED DURING CONSTRUCTION; SUCH INTERRUPTION TO OPERATIONS SHALL BE MINIMIZED TO EXTENT POSSIBLE.

24. THESE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THOSE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

25. CONTRACTOR TO FOLLOW THE "PROJECT MANUAL FOR THE CONSTRUCTION AND/ OR RENOVATION OF GENESIS HEALTH CARE FACILITIES."

26. INTERIOR FINISHES SHALL BE PER OWNER. ALL INTERIOR FINISH MATERIALS MUST BE SUBMITTED TO OSHPD FOR APPROVAL PRIOR TO ORDERING. A. FLOOR FINISHES SHALL BE SMOOTH, WATERPROOF AND DURABLE B. INTERIOR WALL FINISHES SHALL BE SMOOTH, WASHABLE AND DURABLE

27. FOR ANY DIMENSION PROVIDED ON THE CONTRACT DOCUMENTS THAT IS NOT AN EXACT NUMBER SUCH AS A PLUS AND/OR MINUS DIMENSION OR A MAXIMUM OR MINIMUM DIMENSION, IF THE ACTUAL DIMENSION IS 1" MORE OR LESS THAN THE PROVIDED DIMENSION, CONTRACTOR IS TO NOTIFY THE ARCHITECT FOR ADDITIONAL INFORMATION AND CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. FAILURE TO COMPLY PUTS FULL RESPONSIBILITY ON THE CONTRACTOR FOR THE WORK AND ANY ADJUSTMENT/CORRECTION THAT NEEDS TO OCCUR.

1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THE BUILDING IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY OSHPD BEFORE PROCEEDING WITH THE WORK.

2. ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED, AS A PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY 2016 CBC SECTION 1616A.1.18. EQUIPMENT SUPPORTS AND ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND OSHPD AS A PART OF FIELD REVIEWS/OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

3. WHEN INSTALLING DRILLED-IN ANCHORS AND,/ OR POWER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST-TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE-INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/ OR PIN.

4. OWNER AND/ OR CONTRACTOR TO VERIFY AND DO AN ASBESTOS INVESTIGATION OF EXISTING MATERIALS AS REQUIRED. IF ASBESTOS IS PRESENT IN MATERIALS BEING REMOVED, ALL ASBESTOS TO BE CONTAINED AND REMOVED FROM JOB SITE BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR. OSHPD STATE ADVISORY INSPECTOR TO BE NOTIFIED IF ASBESTOS IS PRESENT.

5. INSULATION AROUND WATER PIPES AND AIR DUCTS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED.

6. WORK EXEMPT FROM PERMIT BY THE CBC 2016 SECTION 105.2 OR ASCE 7-05 SECTION 13.1.4 NEED NOT BE DETAILED ON THE CONSTRUCTION DOCUMENTS. EXEMPTIONS FROM PERMIT REQUIREMENTS OF THE CODE SHALL NOT BE DEEMED TO GRANT AUTHORIZATION FOR ANY WORK TO BE DONE IN ANY MANNER IN VIOLATION OF THE PROVISIONS OF THIS CODE OR ANY LAWS OR ORDINANCES OF THIS JURISDICTION. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE REINFORCED.

2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 1, TITLE 24, CALIFORNIA CODE OF REGULATION (CCR)

2016 CALIFORNIA BUILDING CODE PART 2, TITLE 24, CCR (2015 IBC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA ELECTRICAL CODE PART 3, TITLE 24, CCR (2014 NEC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA MECHANICAL CODE PART 4, TITLE 24, CCR (2015 UMC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA PLUMBING CODE PART 5, TITLE 24, CCR (2015 UPC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA ENERGY CODE PART 6, TITLE 24, CCR (2015 IECC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA FIRE CODE PART 9, TITLE 24, CCR (2015 IFC AND 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA REFERENCED STANDARDS PART 12, CBSC

DWG.NO. DRAWING TITLE ISSUE DATE

LAST REV.

ARCHITECTURAL T-1.0

A-1.0

A-2.0

TITLE SHEET, GENERAL NOTES & DATA, OVERALL SITE PLAN

PARTIAL FLOOR PLAN

DETAILS & ROOM ELEVATIONS

PLUMBING P-1.0

P-1.0

PLUMBING FLOOR PLAN & DETAILS

PLUMBING DIAGRAM

10/27/17

10/27/17

10/27/17

A

10/27/17

10/27/17

A

ADDRESS:

(E) OCCUPANCY:

(E) LICENSED BEDS:

CONSTRUCTION TYPE:

NUMBER OF STORES:

FACILITY ID:

BUILDING NUMBER:

YEAR OF CONSTRUCTION:

RIO HONDO SUBACUTE & NURSING CENTER LLC 273 E. BEVERLY BLVD. MONTEBELLO, CA 90640

1-2, SKILLED NURSING FACILITY

200 LICENSED BEDS

TYPE V-l, FULLY FIRE SPRINKLERED

ONE

21985

04575

1969

GREGG MAEDO + A S S O C I A T E S I N C .

321 NORTH RAMPART ST. SUITE 101

ORANGE, CA 92868 P: 714.937.1985 F: 714.937.1989

ELECTRICAL E-1.0

VICINITY MAP

ELECTRICAL PLAN & PANEL SCHEDULE 10/27/17 A SCOPE OF WORK ADDITION OF DIALYSIS SYSTEM TO 16 EXISTING PATENT ROOMS (29 BEDS) 1. ADDITION OF WASTE AND SUPPLY FOR DIALYSIS SYSTEM 2. ANCHORAGE OF DIALYSIS EQUIPMENT ON EXTERIOR CONCRETE PADS

OWNER CONSULTANT

GENESIS HEALTHCARE 27442 PORTOLA PARKWAY, SUITE 200 FOOTHILL RANCH, CA 92610

DEFERRED APPROVALS PROJECT TEAM NONE. ARCHITECT

GREGG MAEDO + ASSOCIATES, INC. 321 N. RAMPART ST. SUITE 101 ORANGE, CA 92868 (714) 937-1985 CONTACT: GREGG MAEDO

SEAL

OSHPD KEY MAP BUILDING NAME SPC RATING NPC RATING BLD-04575- MAIN BUILDING 1

RIO HONDO SUBACUTE &

NURSING • MONTEBELLO '•

273 E. BEVERLY BLVD. MONTEBELLO, CA 90640

(323) 740-5100

DIALYSIS INSTALLATION

NOTE: PER CBC 11 B-202.4 (EXCEPTION 7) THIS PROJECT IS EXEMPT FROM ACCESSIBILITY REQUIREMENTS IN SECTION 11 B-202.4

OSHPD APPROVAL:

AREA OF WORK, SEE

PT "'An p fNACrnpDANCEV\"TB Ti tf '*-«4U'l»rMLWtSs OF T?4, CCR

APPRCM

2-BED

1 404 |

2-BED

I 405 j

2-BED

[406]

NURSE STATION

m

UTILITY ROOM •

. ar

2-BED

| 409 j

PATIO

•

I r"

2=

4-BED [j 4-BED 4-BED SHOWER 1URSESTATIO •j 2-BED 2-BED 2-BED 2-BED

1 222 | 1 1 221 1 | 22Q | • m Rip 1218 [ 1 217 1 1 216 |

u ILtTY ROO/i • p n j! n n It I . !l c n ll \rm i(

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3-BED 1 3-BED 3-BED 3-BED 3-BED 3-BED 3-BED 3-BED 3-BED 3-BED 3-BED

| 202 | 8 [ 203 | 12041 m fml . J207l 1 208 j Unol cm CUD

L_

2-BED

Rip

= 1

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= s

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BH]

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2-BED

Rill

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ED

| 2-BED

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2-BED

12141

EMPLOYEE ! LOUNGE SI

1 1

r.rp i o 701

UttlCB ut biaitftVKJo 1 ledhh Planning 0 Dev«*lopntum

FACILITIES DEVELOPMENT DIVISION

OSHPD PROJECT#: SI 72101-19-00

TITLE SHEET GENERAL NOTES DATA

ALL MATERIAL APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

PROJECT NUMBER: 17137

DRAWN BY: EC

LEGEND: 1 HOUR RATED FIRE PARTITION

HOUR RATED SMOKE BARRIER ACCESSIBLE PATH OF TRAVEL

AUG 1 4 2018

ENTERED

ISSUE RECORD: NUMBER DATE DESCRIPTION

A 10/27/17 OSHPD SUBMITTAL

A 2/12/18 BC-1 SUBMITTAL


6/29/18 BC-3 SUBMITTAL


SHEET NUMBER

OVERALL SITE PLAN SCALE

1:300 T-1.0

KEYNOTES

© <E> WATER MAIN ENCLOSURE TO REMAIN

(0 (N) EQUIPMENT LOCATION FOR WATER SOFTENER

THREE CARBON TANKS PER DETAIL I/A2.0

VEGETATION TO REMAIN ® (E)

(J) (N) SUPPLY HOSE RUNNING FROM WATER SOFTENER

TO THE DIALYSIS SUPPLY 7/A2.0

TYPICAL 2-BED PATIENT ROOMS

TYPICAL 2-BED SUBACUTE ROOMS

KEYNOTES 0) (E) DOOR TO REMAIN

(E) WARDROBE TO REMAIN

(E) TOILET TO REMAIN

(E) HANDWASHING FIXTURE TO REMAIN

(N) REVERSE OSMOSIS MACHINE STRAPPED

TO WALL WHEN BED CLEARANCE IS REQ.

PER DETAIL 5/A2.0

(N) DIALYSIS MACHINE STRAPPED TO

WALL WHEN BED CLEARANCE IS REQ.

PER DETAIL 4/A2.0

(N) DIALYSIS MACHINE LOCATION WHEN

IN USE STRAPPED TO WALL PER DETAIL 4/A2.0

(N) REVERSE OSMOSIS MACHINE LOCATION

WHEN IN USE STRAPPED TO WALL

PER DETAIL 5/A2.0

(9) (N) RACEWAY ON WALL PER DETAIL 6/A2.0

(N) BEND RADIUS CONTROL FULL

CAPACITY ELBOW AT 90 DEGREE CORNER

(0) (N) DRAIN HOSE POINT OF CONNECTION TO

WASTE

(N) EXTERIOR WATER SUPPLY CONNECTED TO

WATER SOFTENER PER DETAIL 7/A2.0

©

©

SCALE 3/8" = 1 -0"

KEYNOTES (0 (E) DOOR TO REMAIN

(2) (E) WARDROBE TO REMAIN

(3) (E) TOILET TO REMAIN

(4) (E) HANDWASHING FIXTURE TO -REMAIN

(5) (N) REVERSE OSMOSIS MACHINE STRAPPED


PER DETAIL 5/A2.0

(0 (N) DIALYSIS MACHINE STRAPPED TO


PER DETAIL 4/A2.0

© (N) DIALYSIS MACHINE LOCATION WHEN


(N) REVERSE OSMOSIS MACHINE LOCATION


PER DETAIL 5/A2.0

(N) RACEWAY ON WALL PER DETAIL 6/A2.0

(f0) (N) BEND RADIUS CONTROL FULL


(jl) (N) DRAIN HOSE POINT OF CONNECTION TO

WASTE

(N) EXTERIOR WATER SUPPLY CONNECTED TO


TEMPORARY LOCATION FOR DIALYSIS

MACHINE WHEN IN USE

@ (E) CASEWORK TO REMAIN

SCALE 3/8" = 1 -0"

©

KEYNOTES (E) DOOR TO REMAIN

(E) WARDROBE TO REMAIN

(E) TOILET TO REMAIN

(4) (E) HANDWASHING FIXTURE TO REMAIN

(N) REVERSE OSMOSIS MACHINE STRAPPED


PER DETAIL 5/A2.0

(N) DIALYSIS MACHINE STRAPPED TO


PER DETAIL 4/A2.0

(N) DIALYSIS MACHINE LOCATION WHEN


(Nj REVERSE OSMOSIS MACHINE LOCATION


PER DETAIL 5/A2.0

©

0 (N) RACEWAY ON WALL PER DETAIL 6/A2.0

(N) BEND RADIUS CONTROL FULL


0 (N) DRAIN HOSE POINT OF CONNECTION TO

WASTE

1 2) (N) EXTERIOR WATER SUPPLY CONNECTED TO


(E) CASEWORK TO REMAIN



ORANGE, CA 92868 P: 714.937.1985 F: 714.937.1989

CONSULTANT

SEAL


NURSING • MONTEBELLO •


(323) 740-5100


OSHPD APPROVAL:

1 t 1- U C L . J X X 8 C P I X C C R .Spjr©0Vj

sa> 1.0 m

Office of Statewide Health Planning & Development

FACILITIES DEVELOPMENT DIVISION

OSHPD PROJECT#: SI 72101-19-00

PARTIAL PLAN & TYPICAL UNITS

ALL MATERIAL APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.


DRAWN BY: EC







SHEET NUMBER

A-1.0 PARTIAL FLOOR PLAN SCALE 1 / 4 M = V - O " TYPICAL 4-BED SUBACUTE ROOMS SCALE

3/8" = 1 -0"

(E) EXTERIOR WALL

(N) CARBON TANKS (80 LBS) w/ (2) 22 GA 1" GALVANIZED IN TEAR SHAPE

(N) WATER SOFTENER (350 LBS) ANCHOR TO BOTH PI000 UNISTRUT FRAME W/P2947 UNISTRUT FITTING. SEE DETAIL 12/A-2.0

(N) 6" CONCRETE SLAB w/ 10" FTG.

NOTE: PRE-DRILL 3/16" DIAMETER HOLES INTO (E) STUCCO

(N) WATER SOFTENER (350 LBS) ANCHOR TO BOTH PI000 UNISTRUT FRAME W/ P2947 UNISTRUT FITTING. SEE DETAIL 12/A-2.0

(N) USE FITTING PI 026 W/ (2) BOLTS TOTAL

(N) CARBON TANKS TO BE STRAPPED W/ 22GA 1" GALVANIZED STEEL STRAP IN TEAR SHAPE (N) PI000 UNISTRUT W/ I' 0 LAG SCREWS W/ 2" MIN PENETRATION

(N) WATER SUPPLY LINE ATTACHED TO UNISTRUT W/ P2026 HOSE CLAMP

(N) PI000 UNISTRUT ATTACHED TO (3) STUDS MIN. W/^0 GALVANIZED LAG SCREWS W/ 2" MIN PENETRATION (N) 6" CONCRETE PAD W/ 10" FTG.@ 3000 PSI W/GRADE 60 #4 REBAR 12" O.C.

(N) WATER SOFTENER (350 LBS)

ANCHOR TO BOTH PI 000 UNISTRUT FRAME W/

P2947 UNISTRUT FITTING. SEE DETAIL 12/A-2.0

(N) 6" CONCRETE PAD @ 3000 PSI W/ GRADE 60 #4 REBAR 12" O.C. & 10" FTG. W/ GRADE

60 (2) #4 REBAR CONTINUOUS

(E) LANDSCAPING (E) PARKING

(E) EXTERIOR WALL

(N) P1000 UNISTRUT W/ P2026 HOSE CLAMP FOR WATER SUPPLY

(N) PI 000 UNISTRUT ATTACHED TO (3) STUDS MIN. W/ f 0 GALVANIZED LAG SCREWS W/ 2" MIN. PENETRATION (E) INTERIOR FLOOR

NOTE: PRE-DRILL 3/16" DIAMETER HOLES INTO (E) STUCCO

(N) DIALYSIS MACHINE (FRESNIUS 2008K)

160 LBS

(N) MC MASTER CARR EYEBOLT SCREWED INTO

2X4

(N) STRAP WITH RATCHET. DOUBLE WRAPPED

AROUND REVERS OSMOSIS MACHINE

CASTERS LOCKED WHEN IN USE BY PATIENT &

LOCKED WHEN NOT IN USE

(E) INTERIOR WALL

DIALYSIS MACHINE STRAPPED TIGHTLY AGAINST WALL

(N) CHAMFERED 2X4 ATTACHED TO (2) STUDS MIN. W/ 1/4" 0 LAG SCREWS W/ 2" MIN PENETRATION

(N) REVERSE OSMOSIS MACHINE (ZyZA 70)

110 LBS

(N) MC MASTER CARR EYEBOLT SCREWED INTO

2X4

(N) STRAP WITH RATCHET. DOUBLE WRAPPED

AROUND REVERS OSMOSIS MACHINE

CASTERS LOCKED WHEN IN USE BY PATIENT &

LOCKED WHEN NOT IN USE

(E) INTERIOR WALL

REVERSE OSMOSIS MACHINE STRAPPED TIGHTLY AGAINST WALL

(N) CHAMFERED 2X4 ATTACHED TO (2) STUDS MIN. W/ 1/4" 0 LAG SCREWS W/ 2" MIN PENETRATION

(E) WOOD STUD GYPSUM BOARD INTERIOR WALL

(N) 5500 LEGRAND LARGE CAPACITY RACEWAY

TWO #8X2" LONG PAN HEAD WOOD SCREW EVERY STUD CROSSED 24 "MAX SPAN



ORANGE, CA 92868 P: 714.937.1985 F: 714.937.1989

EQUIPMENT PAD PLAN SCALE 1/2"= T-0" EQUIPMENT PAD ELEV. SCALE

1/2"= I'-O" EQUIPMENT PAD SECTION SCALE 1/2"= l'-0" DIALYSIS WALL SECTION SCALE

1 " = T - 0 " R/O WALL SECTION SCALE 1 " = T - 0 " RACEWAY WALL SECTION SCALE

3" = r-o"

II j.

NOTE: SUPPORT WATER SUPPLY LINE EVERY 4' MAX

(E) EXTERIOR WALL

(N) PI 000 UNISTRUT ATTACHED VERTICALLY TO STUD W. 0 LAG SCREWS W/ 2" MIN PENETRATION

(N) T 0 WATER SUPPLY LINE TO WATER SOFTENER

(N) P2026 HOSE CLAMP

WALL ASSEMBLY - THE 1, 2, 3, OR 4 HR. EIRE RATED GYPSUM WALLBOARD/STUD WALL : ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR. FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16" OC. WITH NOM 2 BY 4" LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3 5/8" WIDE BY 1 3/8" DEEP CHANNELS SPACED MAX 24" OC. B. GYPSUM BOARD - NOM 1/2 OR 678" THICK, 4FT WIDE WITH SQUARE OR TEMPERED EDGES. THE GYPSUM WALL BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U4Q0 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM, OF OPENING IS 26"

THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT, OR TUBING AND PERIPHERY OF OPENING SHALL BE MiN. OF 0" (POINT CONTACT) TO MAX 2". PIPE, CONDUiT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PiPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 24" DIAM. (OR SMALLER). SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - NOM 24" DIAM. (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOU PIPE, NOM 12" DIAM. (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE C. CONDUIT - NOM 6" DIAM. (OR SMALLER) STEEL CONDUIT OR NOM 4" DIAM. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING D. COPPER TUBING - NOM 6" DIAM. (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE. E. COPPER PIPE - NOM 6" DIAM. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE USED.

1. NOM 2" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

FILL, VOID, OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 5/8. 1-1/4, 1-7/8 AND 2-1 IT THICKNESS OF CAULK FOR 1, 2, 3, AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN. 1 /4" DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/ PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUiT AND THE HOURLY FIRE RATiNG OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATION BELOW.

MAX PIPE OR CONDUIT SIZE IN.

ANNULAR SPACE, IN.

F RATING HR. T RATING HR.

1 0TQ 3/16 1 OR 2 • 0+, 1 OR 2

1 1/4 TO 1/2 3 OR 4 3 OR 4

4 OTO 1-1/2 1 OR 2 0

6 1/4 70 1/2. 3 OR 4 0

12 3/16 TO 3/8 1 OR 2 0

+ WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 3M COMPANY - CP 25 WB + CAULK OR FB-3000 WT SEALANT •BEARING THE UL CLASSIFICATION MARKING

2. NOM 1" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

ABUNDY CO. 3. NOM 1" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. WARD MFG INC.

(N) f 0 (2) LAG SCREWS. PRE-DRILL 9/16" DIAMETER HOLE INTO STUCCO

SYSTEM NO. W-L-10G1 F RATING -1,2, 3, 4 HR. T RATiNG - 1,2, 3, 4 HR. L RATING AT AMBIENT - LESS THEN 1 CFM/S.F. L RATING AT 400 F - LESS THEN 1 CFM/S.F.

WALL ASSEMBLY - THE 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16" OC. STEEL STUDS TO BE MIN. 3 I IT WIDE AND SPACED MAX 24" OC. B. GYPSUM BOARD - THICKNESS, TYPE, NUMBER OF LAYER AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM. OF OPENING IS 4 1 /2" THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.

CABLES - MAX 4" DIAM. TIGHT BUNDLE OF CABLES INSTALLED ECCENTRICALLY OR CONCENTRICALLY IN OPENING. THE ANNULAR SPACE BETWEEN THE BUNDLED CABLES AND THE PERIPHERY OF THE OPENING TO BE MiN. 0" (POINT CONTACT) TO A MAXIMUM 1 IT. CABLE MAY OR MAY NOT BE ROUTED THROUGH FLEXIBLE STEEL CONDUIT WITH OR WITHOUT VINYL COATING. CABLES TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED: A. MAX 150 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET. B. MAX 1/C 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) JACKET. C. MAX 3/C NO. 2/0 AWG (OR SMALLER) ALUMINUM OR COPPER CONDUCTOR CABLE WITH XLPE INSULATION AND PVC JACKET. D. MAX 7/C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR CABLE WITH PVC INSULATION AND JACKET. E. MAX NO. 18 AWG RG 6//U COAXIAL CABLE WITH PVC INSULATION AND JACKET. F. MAX 3/C WITH GROUND NO. 12 AWG (OR SMALLER) NM CABLE WITH PVC INSULATION AND JACKET. G. THROUGH PENETRATING PRODUCT* - MAX 3/C NO. 2 AWG (OR SMALLER) ALUMINUM OR STEEL CLAD ARMORED CABLE* OR ALUMINUM OR STEEL CLAD METAL CUD CABLE* WITH COPPER CONDUCTORS.

ALFLEX CORP.

FILL, VOID, OR CAVITY MATERIALS* - CAULK OR SEAUNT - MIN 5/8" THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH EACH SURFACE OF WALL. MIN. 5/8" THICKNESS OF FILL MATERIAL APPLIED INTO INTERSTICES OF CABLES ON BOTH SIDES OF WALL.

3M COMPANY - CP 25WB+CAULK OR FB - 3000 WT SEALANT •BEARING THE UL CLASSIFICATION MARKING.

SYSTEM NO. W-L-3110 F RATiNG-1 AND 2 HR. T RATiNG -OMR.

3.

SECTION A - A

(N) PIPE

CONDUIT CLAMP, SIZE AS REQUIRED (TYPICAL)

(E) 2X WOOD STRUCTURE

(E) 2X WOOD STUD EXTERIOR FULL HEIGHT WALL

UNISTRUT PI000 ANCHORED TO (3) STUDS MIN. W 1/4" 0 LAG SCREWS W/ 2"

DRILL PILOT HOLES IN (E) STUCCO.

(E) JOIST

(N) P1000 UNISTRUT CHANNEL

1 /4" 0 X 2-3/4" LONG WOOD SCREWS

(N) 2X BLOCKING TO MATCH HEIGHT OF (E) JOISTS

SIMPSON A35 TWO PER BLOCKING

SECTION A-A

NOTE: 1. PROVIDE PIPE SUPPORT AT EVERY 8' MAX. 2. REFER TO PLUMBING DRAWINGS FOR QUANTITY AND LOCATION OF PIPES. 3. PROVIDE BLOCKING PER 1 l/A-2.0 WHERE STRUCTURE CANNOT BE LOCATED

(E) CEILING

CONSULTANT

SEAL




(323) 740-5100


EXTERIOR SUPPLY HOSE SCALE 3" = 1 '-0" 7 RATED WALL PENETRATION SCALE

NTS 8 RATED WALL PENETRATION SCALE

NTS PIPE ANCHORAGE SCALE

NTS 10 BLOCKING SCALE l - l /2 "= l ' -0 " 11 EQUIPMENT ANCHORAGE SCALE

3"= l'-O" 12

(N) DIALYSIS MACHINE LOCATION WHEN IN USE SECURED TO WALL PER DETAIL

(N) DIALYSIS MACHINE LOCATION WHEN IN

USE SECURED TO WALL PER DETAIL

a

"


(E) BED LIGHT TO REMAIN

(E) BEDS TO REMAIN

(N) REVERSE OSMOSIS LOCATION WHEN IN


CO CN

X <

00 CNi ~vr ©

(E) DOOR TO REMAIN

\,

/

VS>SS\

(E) DOOR TO REMAIN

(E) DRESSER TO REMAIN

(N) DIALYSIS MACHINE LOCATION WHEN IN USE SECURED TO WALL PER DETAIL ,

A_ A2.0,

fTr©—

L ©

—© _i| J ~0||

I I i

(N) REVERSE OSMOSIS LOCATION WHEN IN USE SECURED TO WALL PER DETAIL

^ ,"z .'v

OOOOO (N) 551 LARGE RACE V/.

E) DRESSER TO REMAIN

(N) DIALYSIS MACHINE PERMANENT LOCATION SECURED TO WALL PER DETAIL

_ j

•

O O O


(N) REVERSE OSMOSIS PERMANENT LOCATION SECURED TO WALL PER DETAIL

oo o OSHPD APPROVAL:

B C.

PATIENT ROOM ELEVATIONS SCALE

1/2"= l ' -O" RlVC*'' - *CRD, VMCe W.Th The ... KfiViENls OF T2A OCR

APPROVE!


_

-

(E) BED TO REMAIN

-J

• 0

(N) DIALYSIS MACHINE LOCATION WHEN IN


(N) REVERSE OSMOSIS LOCATION WHEN \t^i

USE SECURED TO WAL. PER DETAI.

(E) BED TO REMAIN

-€"9-CN

X - <

CO —r

itL. ~vr

(E) DOOR TO REMAIN



"1

y h ± _L J«

E In

(N) REVERSE OSMOSIS LOCATION WHEN IN USE SECURED TO WALL PER DETAIL

(N) 55C LARGE RACEW

k

E) DRESSER TO REMAIN


(E) CROWN MOULDING TO REMAIN

(N) DIALYSIS MACHINE 7 PERMANENT LOCATION / SECURED TO WALL PER DETAIL

O O O

(N) REVERSE OSMOSIS PERMANENT LOCATION SECURED TO WALL PER DETAIL

SEP 10 m

(E) DOOR TO REMAIN

SLIDING



FACILITIES DEVE! CPMENT DIVISION

OSHPD PROJECT#: SI 72101 -19-00

DETAILS & ROOM ELEVATIONS

(N) 5500 LEGRAND LARGE CAPACITY RACEWAY ALL MATERIAL APPEARING HEREIN CONSTITUTES THE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

...~!yr..-gT PROJECT NUMBER: 17137

A C DRAWN BY: EC



A 2/12/18 BC-.l SUBMITTAL




2-BED SUBACUTE ROOM ELEVATIONS SCALE

1/2"= l'-0" 14

(E) BED TO REMAIN

(E) DRESSER TO REMAIN

(E) BED TO REMAIN

(N) DIALY. PERMANEN SECURED

S MACHINE T LOCATION

WALL PER DETAIL

(N) REVEI PERMANEN SECURED

OSMOSIS T LOCATION

WALL PER DETAIL

to

U) U)

(E) DRESSER TO REMAIN (E) DOOR TO REMAIN


O O O

REVERSE OSMOSIS MANENT LOCATION iURED TO WALL PER UL

"TET

OOOOO

3_

(N) DIA LOCAT! USE SEQ PER DE

YSIS MACHINE ON WHEN IN URED TO WALL All

ffT-(N); REVERSE OS/\fOSIS LOf^TpRjkHEbj| IN USf SE(^UgED[[Oj|WALL PER DETAIL Lx+

I , H V

5500 LEGRAND ARGE CAPACITY

RACEWAY

(E) DOOR TO REMAIN -

(N) 5500 LEGRAND — LARGE C^FACIT

^CEWA

(N) DIALYSIS MACHINE LOCATION WHEN IN USE SECURED TO WALL

(Iff) REVERSE OSMOSIS LOCATION WHEN IN USE SECURED TO WALL PER DETAIL

(E) BED TO REM (E) BED TO REMAIN

X <

CO CN CO

CN

© © SHEET NUMBER

A-2.0 4-BED SUBACUTE ROOM ELEVATIONS SCALE 1/2"= l'-O" 15

ooo

© ©

© ©

/ (N) 1/2" 0CW

2-BED

314 4-BED 4-BED

2-BED

313

315 316

5 U

6

!z

4-BED

317 SHOWER

(E) 1"0 CW (E) 1"0CW

2-BED

312 5 u s

2-BED

31 I

•/(N)-3/4 ']0 CW •

S i u S I

2-BED

306

2-BED NURSE STATION

305

UTILITY 2-BED

304

2-BED

303

0 d o 0 .

2-BED OO

310 x

0.BO. .0. j7p°°

© ©

(N) 1/2" 0CW

p lo 0 _pooo

© ©

© ©

2-BED

309

PATIO

MED WASTE

MAINT. JANITOR CLOSET 2-BED 2-BED 2-BED 2-BED 2-BED

113 114 115 1 1 6 117

KEYNOTES

© (N) WATER SOFTENER EQUIPMENT WITH CARBON TANKS

ON EQUIPMENT PAD

CONNECT 0 CW TO EXISTING CW SUPPLY LINE © (N)

© (N) I' 0 CW IN ATTIC ANCHOR PER DETAIL 10/A-2.0

© (E) 1" CW

© (N) DIALYSIS LINES IN RACEWAY SEE DIAGRAM 2/P1.0

© (Nj POC TO WASTE PER DETAIL 3/P1.0

© (N) BACKFLOW PREVENTER AND PRESSURE REGULATOR

AT CONNECTION TO WATER SOFTENER TYP. SEE l/P-2.0

FOOD SUPPLY

SHOWER ROOM

NEW PLUMBING FLOOR PLAN SCALE

3/16"= l'-0"

(E) 1 s" 0 VENT TO REMAIN

(Nj 1 |'0 VENT TO CONNECT TO EXISTING VENT 6" ABOVE FLOOD RIM LEVEL

(E) 2" WASTE TO REMAIN

(N) COPPER MANIFOLD FOR DIALYSIS DRAIN LINES

(N) FIXED AIR GAP (J.R. SMITH #3950)

(N) 2" WASTE POC TO EXISTING WASTE

CONNECTION TO WASTE SCALE

NTS

DIALYSIS EQUIPMENT SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL DIMENSIONS LOCATION ROOM NUMBER REMARKS

DM DIALYSIS MACHINE FRESNIUS 2008K PATIENT RM. 303,304,305,306,307,308,309,310, 311,312,313,314,315,316,317, 318

RO REVERSE OSMOSIS MACHINE ZyZA 704 PATIENT RM. 303,304,305,306,307,308,309,310, 311,312,313,314,315,316,317,318

WS WATER SOFTENER BY OWNER BY OWNER EXTERIOR CT CARBON TANK BY OWNER BY OWNER EXTERIOR

DIALYSIS EQUIPMENT SCHEDULE SCALE

NTS

PIPE MATERIALS

// / //# /

/ii/i A°v

imm /tf/v/'J)/ SERVICES / / / FITTINGS

WATER • wroi mm ooppfr vifoa ppo-prfss WATER

INDIRECT WASTE • FLEX HOSE CONNECTIONS SECURED W/ PTFE INDIRECT WASTE TAPE AT ALL CONNECTIONS

WASTE • NO-HI !R OAST IPON WASTE

NOTE: ALL PIPING MATERIAL, FITTINGS INCLUDING SOLDER, VALVES AND FIXTURES INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALL COMPLY WITH AB 1953.

SCALE

NTS 4

LEGEND SYMBOL

•SD'

1 OD"

1GW-

-CD-

-d>

0-

ABR.

S OR W

S OR W

SD

OD

GW

CD

V

CW

HW

HWR

FCO

COTG

CV

SOV

BV

GC

(E)

POC

N/C

DESCRIPTION

SOIL/ WASTE BELOW GRADE

SOIL/ WASTE ABV. GRADE

STORM DRAIN LINE

OVERFLOW DRAIN LINE

GREASE WASTE LINE

NATURAL GAS

CONDENSATE

VENT

COLD WATER

HOT WATER

HOT WATER RETURN

FLOOR CLEAN OUT

CLEANOUT TO GRADE

CHECK VALVE NIBCO #T-413-YLF OR EQUAL

SHUT-OFF VALVE NIBCO S-585-80LF OR EQUAL

BACK PRESSURE REGULATOR EXTERNAL TAP BELL & GOSSET CIRCUIT SETTER #CB

GAS COCK

EXISTING

POINT OF CONNECTION

NORMALLY CLOSED

STAINLESS STEEL FLEXIBLE HOSE

GENERAL NOTES 1. SLOPE DRAIN PER FOOT MIN & PER FOOT MAX

PLUMBING NOTES 1. BEFORE BIDDING ON THIS WORK, THE CONTRACTOR MUST MAKE A CAREFUL

EXAMINATION OF THE PREMISES, INCLUDING EXISTING UTILITY SERVICES, AND INVERT

ELEVATIONS, TO DETERMINE IN ADVANCE THE METHODS OF INSTALLING AND

CONNECTING THE SPECIFIED AND DETAILED SYSTEMS.THE CONTRACTOR MUST BECOME

THOROUGHLY FAMILIAR WITH ALL OF THE PROJECT REQUIREMENTS AND PLAN AND

PROVIDE ALL NECESSARY MEANS TO GET EQUIPMENT AND MATERIAL INTO PLACE.

2. THE CONTRACTOR MUST COORDINATE ALL PIPING AND EQUIPMENT INSTALLATION

WITH OTHER TRADES AND STRUCTURAL COMPONENTS PRIOR TO INSTALLATION.

CONFLICTS MUST BE RESOLVED PRIOR TO INSTALLATION. WHERE CONFLICTS EXIST,

CONTRACTOR IS REQUIRED TO DEVELOP SHOP DRAWINGS TO ASSIST THE ARCHITECT

WITH CONFLICT RESOLUTION.

3. THE CONTRACTOR MUST SUBMIT ALL SCHEDULED EQUIPMENT AND OTHER MATERIALS

AS REQUIRED BY DRAWING TO THE ARCHITECT FOR APPROVAL PERFORMANCE OF

INSTALLED EQUIPMENT OR MATERIAL SUBSTITUTIONS WHICH DEVIATE FROM EQUIPMENT

OR MATERIALS SPECIFIED IN THIS DESIGN WILL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

4. INSULATION APPLIED TO PIPING IN THE ATTIC OR WALL CAVITIES MUST BE 1-1 /2" THICK

WITH VAPOR BARRIER. INSULATION MUST BE ONE POUND PER CUBIC FOOT DENSITY AND

SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOP RATING OF 50 WHEN

TESTED AS A COMPOSITE SYSTEM INCLUDING INSULATION, FACING MATERIALS, TAPES

AND ADHESIVES AS NORMALLY APPLIED.

5. ALL EQUIPMENT, PIPING, VALVES, ETC. MUST BE PERMANENTLY LABELED FOR EASE OF

IDENTIFICATION. EQUIPMENT LABELS MUST BE BAKELITE WITH TWO INCH HIGH LETTERING.

VALVE IDENTIFICATION MAY BE STRAPPED ON TO EACH VALVE. PIPING MST BE COLOR

CODED AND INDICATE DIRECTION OF FLOW ON EACH PIPE EVERY TWENTY FEET. ALL

LABELS MUST BE IN A READILY VISIBLE LOCATION.

6. PRIOR TO CLOSE OF THE PROJECT, THE CONTRACTOR MUST PROVIDE A COMPLETE

WATER BALANCE REPORT EXECUTED BY AN INDEPENDENT TEST AND BALANCE AGENCY.

THE INDEPENDENT AGENCY MUST BE A CURRENT MEMBER OF AABC, NEBB, OR TABB.

7. ALL NEW PIPES SHALL BE PRESSURE TESTED PER 2016 CMC.

8. ALL WORK MUST COMPLY WITH THE MOST RESTRICTIVE CODES OF THE GOVERNING

PERMITTING AGENCY. APPLICABLE CODES ENFORCED ON THIS PROJECT INCLUDE, BUT

ARE NOT LIMITED TO:



ORANGE, OA 92868 P: 714.937.1985 F: 714.937.1989

SEAL



273 E. BEVERLY BLVD. MONTEBELLO, OA 90640

(323) 740-5100


OSHPD APPROVAL:

•S5 f-T'V

;-:30ANCfc YV3.TK 1 W f c . » • c v w i b ' X i ' G K T L T 0 8 ' T 2 O C R

xPFRCV

SEP 10 «


I AGILITIES DEVELOPMENT DIVISION

OSHPD PROJECT#: S172101-19-00

PLUMBING FLOOR PLAN & DETAILS




DRAWN BY: EC







SHEET NUMBER

P-1.0

(E)1"0CW

(N)l' CW

CARBON TANK

V

WATER SOFTENER

NEW PLUMBING DIAGRAM SCALE

NTS

LEGEND SYMBOL

•SD-

1 OD-

1 GW-

-CD-

—c|> -N-

HXL-

-W

ABR.

S OR W

SOR W

SD

OD

GW

G

CD

V

CW

HW

HWR

FCO

COTG

CV

SOV

BV

GC

POC

N/C

DESCRIPTION

SOIL/ WASTE BELOW GRADE

SOIL/ WASTE ABV. GRADE

STORM DRAIN LINE

OVERFLOW DRAIN LINE

GREASE WASTE LINE

NATURAL GAS

CONDENSATE

VENT

COLD WATER

HOT WATER

HOT WATER RETURN

FLOOR CLEAN OUT

CLEANOUTTO GRADE

CHECK VALVE NIBCO #T-413-YLF OR EQUAL

SHUT-OFF VALVE NIBCO S-585-80LF OR EQUAL

BACK PRESSURE REGULATOR EXTERNAL TAP BELL & GOSSET SERIES 1140 REGULATOR

GAS COCK

)

EXISTING

POINT OF CONNECTION

NORMALLY CLOSED

STAINLESS STEEL FLEXIBLE HOSE

GENERAL NOTES 1. SLOPE DRAIN 4" PER FOOT MIN & 4" PER FOOT MAX

PLUMBING NOTES 1. BEFORE BIDDING ON THIS WORK, THE CONTRACTOR MUST MAKE A CAREFUL

EXAMINATION OF THE PREMISES, INCLUDING EXISTING UTILITY SERVICES, AND INVERT

ELEVATIONS, TO DETERMINE IN ADVANCE THE METHODS OF INSTALLING AND

CONNECTING THE SPECIFIED AND DETAILED SYSTEMS .THE CONTRACTOR MUST BECOME

THOROUGHLY FAMILIAR WITH ALL OF THE PROJECT REQUIREMENTS AND PLAN AND

PROVIDE ALL NECESSARY MEANS TO GET EQUIPMENT AND MATERIAL INTO PLACE.

2. THE CONTRACTOR MUST COORDINATE ALL PIPING AND EQUIPMENT INSTALLATION

WITH OTHER TRADES AND STRUCTURAL COMPONENTS PRIOR TO INSTALLATION.

CONFLICTS MUST BE RESOLVED PRIOR TO INSTALLATION. WHERE CONFLICTS EXIST,

CONTRACTOR IS REQUIRED TO DEVELOP SHOP DRAWINGS TO ASSIST THE ARCHITECT

WITH CONFLICT RESOLUTION.

3. THE CONTRACTOR MUST SUBMIT ALL SCHEDULED EQUIPMENT AND OTHER MATERIALS

AS REQUIRED BY DRAWING TO THE ARCHITECT FOR APPROVAL PERFORMANCE OF

INSTALLED EQUIPMENT OR MATERIAL SUBSTITUTIONS WHICH DEVIATE FROM EQUIPMENT

OR MATERIALS SPECIFIED IN THIS DESIGN WILL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

4. INSULATION APPLIED TO PIPING IN THE ATTIC OR WALL CAVITIES MUST BE 1-1/2" THICK

WHIT VAPOR BARRIER. INSULATION MUST BE ONE POUND PER CUBIC FOOT DENSITY AND

SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOP RATING OF 50 WHEN

TESTED AS A COMPOSITE SYSTEM INCLUDING INSULATION, FACING MATERIALS, TAPES

AND ADHESIVES AS NORMALLY APPLIED.

5. ALL EQUIPMENT, PIPING, VALVES, ETC. MUST BE PERMANENTLY LABELED FOR EASE OF

IDENTIFICATION. EQUIPMENT LABELS MUST BE BAKEL1TE WITH TWO INCH HIGH LETTERING.

VALVE IDENTIFICATION MAY BE STRAPPED ON TO EACH VALVE. PIPING MST BE COLOR

CODED AND INDICATE DIRECTION OF FLOW ON EACH PIPE EVERY TWENTY FEET. ALL

LABELS MUST BE IN A READILY VISIBLE LOCATION.

6. PRIOR TO CLOSE OF THE PROJECT, THE CONTRACTOR MUST PROVIDE A COMPLETE

WATER BALANCE REPORT EXECUTED BY AN INDEPENDENT TEST AND BALANCE AGENCY.

THE INDEPENDENT AGENCY MUST BE A CURRENT MEMBER OF AABC, NEBB, OR TABB.

7. ALL NEW PIPES SHALL BE PRESSURE TESTED PER 2016 CMC.

8. ALL WORK MUST COMPLY WITH THE MOST RESTRICTIVE CODES OF THE GOVERNING

PERMITTING AGENCY. APPLICABLE CODES ENFORCED ON THIS PROJECT INCLUDE, BUT

ARE NOT LIMITED TO:

GREGG MAEDO

+ A S S O C I A T E S I N C .


ORANGE, CA 92868 P: 714.937.1985 F: 714.937.1989

CONSULTANT

SEAL




(323) 740-5100


OSHPD APPROVAL:

• ,-rr* c i 'OANCE WTIK "» : >n or ->"*4, COR

SEf ' 0 ̂

O f f i c e of SiUewicse health PKnninci & Development

F. CUTTIES DEVELOPMENT DIVISION


PLUMBING PLAN SKETCH




DRAWN BY: EC





6/29/11 BC-3 SUBMITTAL


SHEET NUMBER

P-2.0

••• •.

. • • - • • • • •

W ' : z i X X : '

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z zZC

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. . .

O/X^

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zzzzzzz

zzczz .

zzzzzzz : ftCX/ zf/Zz;

zzzzzzz _ ...

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:zXz:""-

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-

;

Z Z Go;

v::

xxx

Xz /

, zv.zftft zz

- r....v -zz-z-Xz.-

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/ ' ------ -. -' • ^ : V — X ;

'

' ••

A. A-Z"

-'X:-: .. :. • -

zftzZ-ftz

z

Zzz A

; . •...• •

-v Ix:

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z:zz . ;zI: z

OZ

A •• /A" - zzz

Z . ,v;z. ,A -

A;

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XOX ' A-. . • •A ..; .;

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Z,;' = :Z

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;.ZZ Zz z Z Z - A Z :

AZZz. zZaz .

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A

KEYNOTES (Y) PLUG EQUIPMENT INTO (E) RECEPTACLE AS

INDICATED.

REPLACE (E) 20 AMP RECEPTACLE W/ 20 AMP GFCI

RECEPTACLE. PROVIDE RED COVER PLATE.

1/2" 0 EMT W/ (2) #12 AWG AND (1) #12 GROUND,

CONCELAED IN WALLS. CONNECT TO (E) CIRCUIT

AT JUNCTION BOX AS INDICATED.

^:CNN to!cO — J aj i±f saii'gxLJ ?

trr : L=_ |

i-l' P© fO h©- -r0\

j(N) EE, r x4ezi J

(E) EDJ-14:-(E) ED, 16 (E) ED, 18 (E) ED 20 (E) EDJ 2'ii (E)- ED'1241

sxtixg rrrrrrrrr

o

I

,(E)-EC;,-2S :(E) EC, 27 |E) EC, 29 '(E). EC, 31

:) EC1, 33 !) EC; 35

.(E)EC,.26-(E) EC. 28 (E) EC, 30 (E) EC, 32 (E) EC, 34 (E) EC, 3X

...' [ii

©=! ©=>

-(E)-EC,il 3 (IE) EC, 15 (E) EC, 17

: ©= L=> (£) EC 1 9 tXXfE) EC,i!21

Zfi f®z(E)^C,|23

(4) WATERPROOF EXTERIOR GFCI 20A DUPLEX

RECEPTACLE W/ COVER

(E) EC, 1 ,;r-•(Ej-EGr3r-^ (E) EC, 5; #i (E)EC,7j X 'E].£C,S^* E) EQh.-1-^w

© T Y P .

PANEL EC PANEL EB

PANEL ED

d> ®-

PANEL EE

LUiLLJ LL! LU LU LU I iED,..4 Aft rZaZZZfELED', 27,. Xr® l!E)i

|(E) ED, 31 ED, 33 ED-, 35

|(N) EE,8jO

! vEj

UN) EE, ^4f3_ixZft

&! L™

ED, 29

(EJzEiJi 13^ _.(E)ZEDi 15.., (E) ED, 17 (E) ED, 19

JEJ ED, 21 / (EJiiEDl 23/

P /

1 •

-J ii! I/; / 5 !•

Zzift lXZ;C(E)..Eb,i.,. ©1 I (E) ED, 5

'(E) ED, 7 (E) ED, 9 (E)"ED,Tl

© TYP.

>(E)i EBi 14 .. (E)LEBUC,

(E) EB, 18

ILi. Hi LiJ LUiLLi UJ

EXISTING PARTIAL ELECTRICAL FLOOR PLAN SCALE

1 / 8 " = T - 0 "

(E) MAIN SERVICE BOARD

125KW GENERATOR

400A

p__TA (G

159 KvA

(E) 4" C, (4) #600KCMIL & (1) #3 / 0 G (COPPER)

LOAD CALCULATION:

(E) EMERGENCY DISTRIBUTION PANEL

(E) 4" C, (4) #500KCMIL & (1) #3 / 0 G (COPPER)

100A

PANEL "E" LOAD SUMMARY: PHASE A PHASE B PHASE C

NEW ADDED CONNECTED LOAD 218.5 AMPS 210 AMPS 140 AMPS

EXISTING DEMAND LOAD WITH 25% PER CEC 220 (72 HOUR LOAD READING 2/1-6/2018) 85 AMPS 95 AMPS 182.5 AMPS

NEW TOTAL CONNECTED LOAD 303 AMPS 305 AMPS 322.5 AMPS

PANEL CAPACITY 400 AMPS OK 400 AMPS OK 400 AMPS OK

(E) 1-1/4" C, (4) #2& (1) # G

100AZ) 100A) 100A) 30A ) 30A

(E) PANEL

"ED"

(E) (E) (E) (E) (E) PANEL PANEL PANEL PANEL PANEL

"EE" "EB" "EC" "EA" "EF"

EXISTING ELECTRICAL SINGLE LINE DIAGRAM SCALE

NTS

PANEL EE SCHEDULE:

VOLTAGE BUS AMPS

120/208 225

3<)>, 4W. PANEL EE

MAIN BREAKER LUGS ONLY

100 •"

. A.F.. 100 . A.T.

LOCATION TOP FEED BOTTOM FEED REMARKS

HALLWAY

• SURFACE MTG. FLUSH MTG.

•

DESCRIPTION VOLT-AMPS L C L

OUTLETS C B

P C K T

BUS

A B C

c

K T

C B

P OUTLETS L C L

VOLT-AMPS DESCRIPTION DESCRIPTION

A B C

L C L L R M

C B

P C K T

BUS

A B C

c

K T

C B

P

L R M

L C L A B C

DESCRIPTION

PATIENT ROOM 314 / R.O 960 1 20 1 1 2 1 20 1 960 PATIENT ROOM 311 / R.O PATIENT ROOM 314 / R.O 960 1 20 1 1

-i t-

2 1 20 1 960 PATIENT ROOM 311 / R.O

PATIENT ROOM 314 180 20 1 3 -i t- 4 1 20 1 1500 PATIENT ROOM 311 / DIALYSIS

PATIENT ROOM 314 / DIALYSIS 1500 1 20 1 5 -i t-

6 1 20 1 180 PATIENT ROOM 311 PATIENT ROOM 314 / DIALYSIS 1500 1 20 1 5 9 6 1 20 1 180 PATIENT ROOM 311

PATIENT ROOM 314 180 1 20 1 7 9

8 1 20 1 540 PATIENT ROOM 311 / W.S. PATIENT ROOM 314 180 1 20 1 7 8 1 20 1 540 PATIENT ROOM 311 / W.S.

PATIENT ROOM 314/DIALYSIS 1500 1 20 1 9 10 1 20 1 1500 PATIENT ROOM 311 / DIALYSIS

PATIENT ROOM 314 180 20 1 11 12 1 20 1 180 PATIENT ROOM 311 PATIENT ROOM 314 180 20 1 11 4 h

12 1 20 1 180 PATIENT ROOM 311

PATIENT ROOM 313 /R.O 960 1 20 1 13 4 h 14 1 20 1 960 PATIENT ROOM 310/R.O PATIENT ROOM 313 /R.O 960 1 20 1 13 4 k

14 1 20 1 960 PATIENT ROOM 310/R.O

PATIENT ROOM 313 / DIALYSIS 1500 1 20 1 15 4 k 16 1 20 1 180 PATIENT ROOM 310 PATIENT ROOM 313 / DIALYSIS 1500 1 20 1 15 16 1 20 1 180 PATIENT ROOM 310

PATIENT ROOM 313 180 1 20 1 17 18 1 20 1 1500 PATIENT ROOM 310 / DIALYSIS PATIENT ROOM 313 180 1 20 1 17 4 1

18 1 20 1 1500 PATIENT ROOM 310 / DIALYSIS

PATIENT ROOM 313 180 1 20 1 19 4 1 20 1 20 1 1500 PATIENT ROOM 310 / DIALYSIS PATIENT ROOM 313 180 1 20 1 19 20 1 20 1 1500 PATIENT ROOM 310 / DIALYSIS

PATIENT ROOM 313 / W.S. 540 1 20 1 21 22 1 20 1 180 PATIENT ROOM 310 PATIENT ROOM 313 / W.S. 540 1 20 1 21 1

22 1 20 1 180 PATIENT ROOM 310

PATIENT ROOM 313 / DIALYSIS 1500 1 20 1 23 1 24 1 20 1 180 PATIENT ROOM 310 PATIENT ROOM 313 / DIALYSIS 1500 1 20 1 23 % 9 24 1 20 1 180 PATIENT ROOM 310

PATIENT ROOM 312 R.O 960 1 20 1 25 % 9

26 1 20 1 1500 PATIENT ROOM 309 / DIALYSIS PATIENT ROOM 312 R.O 960 1 20 1 25 1 9 26 1 20 1 1500 PATIENT ROOM 309 / DIALYSIS

PATIENT ROOM 312 180 1 20 1 27 1 9

28 1 20 1 540 PATIENT ROOM 309 / W.S. PATIENT ROOM 312 180 1 20 1 27 9 nil

28 1 20 1 540 PATIENT ROOM 309 / W.S.

PATIENT ROOM 312 DIALYSIS 1500 1 20 1 29 9

nil 30 1 20 1 180 PATIENT ROOM 309 PATIENT ROOM 312 DIALYSIS 1500 1 20 1 29 1

i 30 1 20 1 180 PATIENT ROOM 309

PATIENT ROOM 312 180 1 20 1 31 1 i

32 1 20 1 180 PATIENT ROOM 309 PATIENT ROOM 312 180 1 20 1 31 32 1 20 1 180 PATIENT ROOM 309

PATIENT ROOM 312 180 1 20 1 33 34 1 20 1 1500 PATIENT ROOM 309 / DIALYSIS PATIENT ROOM 312 180 1 20 1 33 34 1 20 1 1500 PATIENT ROOM 309 / DIALYSIS

PATIENT ROOM 312 DIALYSIS 1500 1 20 1 35 36 1 20 1 960 PATIENT ROOM 309 / R.O PATIENT ROOM 312 DIALYSIS 1500 1 20 1 35 % t 36 1 20 1 960 PATIENT ROOM 309 / R.O 37

% t

38 37 9 38 39

9

40 39 1 9 fR

40 41

1 9 fR 42 41 42

SUBTOTALS 3420 4080 6360 5640 5400 3180 SUB TOTALS

BUS A = 75.5 A BUS B = 79 A BUS C = 79.5 A

<

<

<

100 A 100A 100A

OK OK OK

* NEW EQUIPMENT AT EXISTING RECEPTACLE ** NEW EQUIPMENT AT NEW RECEPTACLE

PANEL ED SCHEDULE:

VOLTAGE BUS AMPS

120/208 225


100

3<j>, 4W.

100

PANEL ED

• .A.F. .A.T.

LOCATION . TOP FEED BOTTOM FEED REMARKS _

HALLWAY

• SURFACE MTG. • FLUSH MTG. 3


OUTLETS C B

P C K T

BUS

A B C

c K T

C B

P OUTLETS L C L


A B C

L C L L R M

C B

P C K T

BUS

A B C

c K T

C B

P

L R M

L C L A B C

DESCRIPTION

PATIENT ROOM 305 / R.O 960 1 20 1 1 2 1 20 1 960 PATIENT ROOM "B" 308 / R.O PATIENT ROOM 305 / R.O 960 1 20 1 1 2 1 20 1 960 PATIENT ROOM "B" 308 / R.O

BED A ROOM 305 / DIALYSIS 1500 1 20 1 3 4 1 20 1 1500 BED B ROOM 308 / DIALYSIS BED A ROOM 305 / DIALYSIS 1500 1 20 1 3 % 4 1 20 1 1500 BED B ROOM 308 / DIALYSIS

BED A ROOM 305 180 1 20 1 5 %

6 1 20 1 180 BED B ROOM 308 BED A ROOM 305 180 1 20 1 5 % 9 6 1 20 1 180 BED B ROOM 308

BED B ROOM 305 180 1 20 1 7 % 9

8 1 20 1 180 BED A ROOM 308 BED B ROOM 305 180 1 20 1 7 8 1 20 1 180 BED A ROOM 308

BED B ROOM 305 / W.S. 540 1 20 1 9 10 1 20 1 180 BED A ROOM 308 BED B ROOM 305 / W.S. 540 1 20 1 9 10 1 20 1 180 BED A ROOM 308

BED B ROOM 305 / DIALYSIS 1500 1 20 1 11 12 1 20 1 1500 BED A ROOM 308 / DIALYSIS BED B ROOM 305 / DIALYSIS 1500 1 20 1 11 % f 12 1 20 1 1500 BED A ROOM 308 / DIALYSIS

BED B ROOM 306 / R.O 960 1 20 1 13 % f

14 1 20 1 180 BED A ROOM 315 BED B ROOM 306 / R.O 960 1 20 1 13 14 1 20 1 180 BED A ROOM 315

BED B ROOM 306 1500 1 20 1 15 16 1 20 1 180 BED A ROOM 315 BED B ROOM 306 1500 1 20 1 15 1 9 16 1 20 1 180 BED A ROOM 315

BED B ROOM 306 180 1 20 1 17 1 9

18 1 20 1 180 BED A ROOM 315 BED B ROOM 306 180 1 20 1 17 9 18 1 20 1 180 BED A ROOM 315

BED A ROOM 306 / DIALYSIS 1500 1 20 1 19 9

20 1 20 1 180 BED BROOM 315 BED A ROOM 306 / DIALYSIS 1500 1 20 1 19 9 20 1 20 1 180 BED BROOM 315

BED A ROOM 306 180 1 20 1 21 9

22 1 20 1 1500 BED BROOM 315 /DIALYSIS BED A ROOM 306 180 1 20 1 21 9 22 1 20 1 1500 BED BROOM 315 /DIALYSIS

BED A ROOM 306 180 1 20 1 23 9

24 1 20 1 960 BED B ROOM 315/ R.O BED A ROOM 306 180 1 20 1 23 9 24 1 20 1 960 BED B ROOM 315/ R.O

BED A ROOM 307 / R.O 960 1 20 1 25 9

26 1 BED A ROOM 307 / R.O 960 1 20 1 25 26 1

BED A ROOM 307 / DIALYSIS 1500 1 20 1 27 28 1 BED A ROOM 307 / DIALYSIS 1500 1 20 1 27 28 1

BED A ROOM 307 180 1 20 1 29 30 1 BED A ROOM 307 180 1 20 1 29 9 30 1

BED B ROOM 307 / DIALYSIS 1500 1 20 1 31 9

32 1 BED B ROOM 307 / DIALYSIS 1500 1 20 1 31 32 1

BED B ROOM 307 / W.S. 540 1 20 1 33 34 1 BED B ROOM 307 / W.S. 540 1 20 1 33 34 1

BED B ROOM 307 180 1 20 1 35 36 1 BED B ROOM 307 180 1 20 1 35 1 P1 36 1 1 P1

38 3 9 38 3 9

40 % 40 % 42 9 42


BUS A = 53 A < 100A BUS B = 75 A < 100A BUS C = 43.5 A < 100A

OK OK OK


PANEL EC SCHEDULE:

VOLTAGE BUS AMPS

120/208 225


100

. 3<f>, 4W.

;A.F._m

PANEL EC

.A.T. •

LOCATION . TOP FEED BOTTOM FEED REMARKS

HALLWAY

• SURFACE MTG. • 3 FLUSH MTG. 3


OUTLETS C B

P C K T

BUS

A B C

c K T

C B

P OUTLETS L C L


A B C

L C L L R M

C B

P C K T

BUS

A B C

c K T

C B

P

L R M

L C L A B C

DESCRIPTION

ROOM 318 BED A / DIALYSIS 1500 1 20 1 1 2 1 20 1 540 ROOM 315 BED A/W.S. ROOM 318 BED A / DIALYSIS 1500 1 20 1 1 2 1 20 1 540 ROOM 315 BED A/W.S.

ROOM 318 BED A 180 1 20 1 3 4 1 20 1 180 ROOM 315 BED A ROOM 318 BED A 180 1 20 1 3 4 1 20 1 180 ROOM 315 BED A

ROOM 318 BED A 180 1 20 1 5 6 1 20 1 180 ROOM 315 BED A ROOM 318 BED A 180 1 20 1 5 6 1 20 1 180 ROOM 315 BED A

ROOM 318 BED B 180 1 20 1 7 8 1 20 1 180 ROOM 315 BED B ROOM 318 BED B 180 1 20 1 7 8 1 20 1 180 ROOM 315 BED B

ROOM 318 BED B / DIALYSIS 1500 1 20 1 9 10 1 20 1 180 ROOM 315 BED B ROOM 318 BED B / DIALYSIS 1500 1 20 1 9 10 1 20 1 180 ROOM 315 BED B

ROOM 318 BED B/R.O 960 1 20 1 11 12 1 20 1 180 ROOM 315 BED B ROOM 318 BED B/R.O 960 1 20 1 11 i p 12 1 20 1 180 ROOM 315 BED B

ROOM 317 BED A 180 1 20 1 13 i p

14 1 20 1 540 ROOM 317 BED D/ W.S. ROOM 317 BED A 180 1 20 1 13 9 9 14 1 20 1 540 ROOM 317 BED D/ W.S.

ROOM 317 BED A 180 1 20 1 15 9 9

16 1 20 1 180 ROOM 317 BED D ROOM 317 BED A 180 1 20 1 15 16 1 20 1 180 ROOM 317 BED D

ROOM 317 BED A 180 1 20 1 17 18 1 20 1 180 ROOM 317 BED D ROOM 317 BED A 180 1 20 1 17 f 9 18 1 20 1 180 ROOM 317 BED D

ROOM 317 BED B 180 1 20 1 19 f 9

20 1 20 1 180 ROOM 317 BED C ROOM 317 BED B 180 1 20 1 19 20 1 20 1 180 ROOM 317 BED C

ROOM 317 BED B / DIALYSIS 1500 1 20 1 21 22 1 20 1 180 ROOM 317 BED C

ROOM 317 BED B/ R.O 960 1 20 1 23 24 1 20 1 180 ROOM 317 BED C ROOM 317 BED B/ R.O 960 1 20 1 23 P 24 1 20 1 180 ROOM 317 BED C

ROOM 316 BED A 180 1 20 1 25 P

26 1 20 180 ROOM 316 BED C ROOM 316 BED A 180 1 20 1 25 9 9 26 1 20 180 ROOM 316 BED C

ROOM 316 BED A 180 1 20 1 27 9 9

28 1 20 1 180 ROOM 316 BED C

ROOM 316 BED A 180 1 20 1 29

9 9

30 1 20 1 180 ROOM 316 BED C ROOM 316 BED A 180 1 20 1 29 P 30 1 20 1 180 ROOM 316 BED C

ROOM 316 BED B 180 1 20 1 31 P

32 1 20 1 180 ROOM 316 BED D ROOM 316 BED B 180 1 20 1 31 <1 9 32 1 20 1 180 ROOM 316 BED D

ROOM 316 BED B 180 1 20 1 33 <1 9

34 1 20 1 1500 ROOM 316 BED D / DIALYSIS ROOM 316 BED B 180 1 20 1 33 * 9 i

34 1 20 1 1500 ROOM 316 BED D / DIALYSIS

ROOM 316 BED B

o

CO

1 20 1 35 * 9 i 36 1 20 1 960 ROOM 316 BED D/R.O ROOM 316 BED B

o

CO

1 20 1 35 K

36 1 20 1 960 ROOM 316 BED D/R.O 37 K 38 37

M 38

39 M 40 39 ft

40 41 ft 42 41 42


BUS A = 35 A BUS B = 51 A BUS C = 37.5 A

< < <

100 A 100 A 100 A

OK OK OK


GENERAL NOTES

1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL SYSTEM.

2. ALL NEW WIRINGS SHALL BE COPPER TYPE "THHN/THWN", U.O.N.

3. ALL FIXTURE,DEVICE, ETC., LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK.

4.. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC...TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC...AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.

5. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF.

6. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL,STATE, AND NATIONAL GOVERNING CODES.

7. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL - U.ON.

8. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR-U.O.N.

9. ELECTRICAL CONTRACTOR SHALL BE INCLUDED IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC...AS DEEMED NECESSARY FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT.

10. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES, DEVICES, FEEDERS, ETC...EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED

- MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED.

11. ALL ELECTRICAL EQUIPMENT CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK.

12. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE C.E.C. ART. 250.

13. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES.

14. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT.

15. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS.

16. ALL EMERGENCY RECEPTACLES SHALL BE IDENTIFIED WITH A RED COVER-PLATE.

SYMBOLS

m

GFI

e

JUNCTION BOX

GROUND FAULT INTERRUPTER RECEPTACLE; NEMA 5-2CR.

SINGLE OUTLET

DUPLEX OUTLET

QUADPLEX OUTLET

POWER AND WIRING DISTRIBUTION

A-l -3-5,7

BRANCH CIRCUIT PANELBOARD

SWITCHBOARDS, DISTRIBUTION PANELBOARD OR MOTOR CONTROL CENTER

CONDUIT RUN CONCEALED IN CEILING OR WALL

CONDUIT BEND UP TOWARD OBSERVER

CONDUIT BEND DOWN AWAY FROM OBSERVER

CONDUIT

NDICATES AN EQUIPMENT GROUND CONDUCTOR

HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS OTHERWISE NOTED, NO HASH MARKS INDICATE 2 #12 AWG (#10 AWG CONDUCTORS INDICATED). WHERE A NUMBER IS NOT INDICATED THE CONDUCTORS ARE #12 AWG (MIN).

INDICATES A HOME RUN TO PANEL A, CIRCUITS 1-3-5 WITH SHARED NEUTRAL AND CIRCUIT 7 WITH DEDICATED NEUTRAL

PANEL EB SCHEDULE:

VOLTAGE BUS AMPS

120/208 225

3<j>, 4W. PANEL EB


100 • .A.F.. 100 .A.T.

LOCATION TOP FEED BOTTOM FEED REMARKS

HALLWAY

• SURFACE MTG. • 3 FLUSH MTG. 3


OUTLETS C B

P C K T

BUS

A B C

c K T

C B

P OUTLETS L C L


A B C

L C L L R M

C B

P C K T

BUS

A B C

c K T

C B

P

L R M

L C L A B C

DESCRIPTION

PATIENT ROOM 301 180 1 20 1 1 2 1 20 1 180 PATIENT ROOM 302 PATIENT ROOM 301 180 1 20 1 1 2 1 20 1 180 PATIENT ROOM 302


PATIENT ROOM 301 180 1 20 1 5 6 1 20 1 180 PATIENT ROOM 302 PATIENT ROOM 301 180 1 20 1 5 % P 6 1 20 1 180 PATIENT ROOM 302

PATIENT ROOM 301 180 1 20 1 7 % P

8 1 20 1 180 PATIENT ROOM 302 PATIENT ROOM 301 180 1 20 1 7 9 9 4

8 1 20 1 180 PATIENT ROOM 302

PATIENT ROOM 301 180 1 20 1 9 9 9

4 10 1 20 1 180 PATIENT ROOM 302 PATIENT ROOM 301 180 1 20 1 9 10 1 20 1 180 PATIENT ROOM 302

PATIENT ROOM 301 180 1 20 1 11 12 1 20 1 180 PATIENT ROOM 302 PATIENT ROOM 301 180 1 20 1 11 1 12 1 20 1 180 PATIENT ROOM 302

PATIENT ROOM 301 180 1 20 1 13 1

14 1 20 1 960 PATIENT ROOM 303 / R.O PATIENT ROOM 301 180 1 20 1 13 9 9 14 1 20 1 960 PATIENT ROOM 303 / R.O

PATIENT ROOM 301 180 1 20 1 15 9 9

16 1 20 1 1500 PATIENT ROOM 303 / DIALYSIS PATIENT ROOM 301 180 1 20 1 15 16 1 20 1 1500 PATIENT ROOM 303 / DIALYSIS


PATIENT ROOM 301 180 1 20 1 19 20 1 20 1 180 PATIENT ROOM 303 PATIENT ROOM 301 180 1 20 1 19 9 9 20 1 20 1 180 PATIENT ROOM 303

PATIENT ROOM 301 180 1 20 1 21 9 9

22 1 20 1 540 PATIENT ROOM 303 / W.S. PATIENT ROOM 301 180 1 20 1 21 22 1 20 1 540 PATIENT ROOM 303 / W.S.

PATIENT ROOM 301 180 1 20 1 23 24 1 20 1 1500 PATIENT ROOM 303 / DIALYSIS PATIENT ROOM 301 180 1 20 1 23 9 9 24 1 20 1 1500 PATIENT ROOM 303 / DIALYSIS

PATIENT ROOM 302 180 1 20 1 25 9 9

26 1 20 1 960 PATIENT ROOM 304 / R.O PATIENT ROOM 302 180 1 20 1 25 9 9 4 k

26 1 20 1 960 PATIENT ROOM 304 / R.O

PATIENT ROOM 302 180 1 20 1 27 9 9

4 k 28 1 20 1500 PATIENT ROOM 304 / DIALYSIS PATIENT ROOM 302 180 1 20 1 27 28 1 20 1500 PATIENT ROOM 304 / DIALYSIS

PATIENT ROOM 302 180 1 20 1 29 30 1 20 1 180 PATIENT ROOM 304 PATIENT ROOM 302 180 1 20 1 29 9 30 1 20 1 180 PATIENT ROOM 304

PATIENT ROOM 302 180 20 1 31 9

32 1 20 1 1500 PATIENT ROOM 304/ DIALYSIS PATIENT ROOM 302 180 20 1 31 i

32 1 20 1 1500 PATIENT ROOM 304/ DIALYSIS

PATIENT ROOM 302 180 1 20 1 33 i 34 1 20 1 180 PATIENT ROOM 304 PATIENT ROOM 302 180 1 20 1 33 34 1 20 1 180 PATIENT ROOM 304


BOILER ROOM PL. 180 1 20 1 37 38 1 20 1 180 SPARE BOILER ROOM PL. 180 1 20 1 37 ft

38 1 20 1 180 SPARE

EF-1 180 1 20 1 39 ft 40 EF-1 180 1 20 1 39 40

FIRE ALARM 180 1 20 1 41 42 FIRE ALARM 180 1 20 1 41 9 42

SUB TOTALS 1260 1260 1260 4140 4080 2400 SUB TOTALS

BUS A = 45 A BUS B = 44.5 A BUS C = 30.5 A

<

<

<

100 A 100 A 100A

OK OK OK


PANEL SCHEDULES SCALE

NTS



ORANGE, CA 92868 P: 714.937.1985 F: 714.937.1989

CONSULTANT

Moses & Associates 447 S Robertson #202 Beverly Hills, CA 90211 310-859-7715




(323) 740-5100


OSHPD APPROVAL:

•c.iawonHccR

ArPRO

SEP 10


AGILITIES DEVELOPMENT DIVISION


ELECTRICAL PLAN & PANEL SCHEDULE




DRAWN BY: EG







SHEET NUMBER

E-1.0

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