associates RENAL AMERICAN Dialysis Services of London Renal... · 2016-09-02 · - fire alarm...
Transcript of associates RENAL AMERICAN Dialysis Services of London Renal... · 2016-09-02 · - fire alarm...
Bid/Plan Review SetIncorporating Addendum #1 dated
August 7, 2012, Addendum #2 datedAugust 21, 2012, and Addendum #3
dated August 27, 2012(Superceded: July 27, 2012)
@ ATACOUS. ACOUSTICALADJ. ADJUSTABLEAL. OR ALUM. ALUMINUMA.F.F. ABOVE FINISHED FLOORANOD. ANODIZEDB.L. BRICK LEDGEBITUM. BITUMINOUSBLDG. BUILDINGBD. BOARDBRG. BEARINGBUS/RCPT BUSINESS/RECEPTIONC CONDUITCAB. CABINETCI CAST IRONCER. T. CERAMIC TILECH COAT HOOKCJ CONTROL JOINTCKT. CIRCUITCL CARPET LINECLG. CEILINGCLO. CLOSETCMU CONCRETE MASONRY UNITSCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONS. CONSULATION/OFFICECONT. CONTINUOUSCONTR. CONTRACTORCORR. CORRIDORCP CHROME PLATEDCR CRASH RAILCRS COURSECSBA COLOR SELECTED BY
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XFMR. TRANSFORMER
GENERAL NOTES
SEALS
American Renal Associates, LLCProject Management
Phone : 978.998.5220Contact: Kent Reisenauer, Director of
Project Management
TENANT'S REPRESENTATIVE
LOCATION MAP ABBREVIATIONS PROJECT INFORMATION
DRAWING INDEX OWNER'S REPRESENTATIVE
PROJECT SQUARE FOOTAGE
APPLICABLE CODES
OCCUPANT LOAD CALCULATIONS
OCCUPANCY CLASSIFICATION GROUP : - BUSINESS GROUP B (OUTPATIENT DIALYSIS CLINIC - ESRD FACILITY)
CONSTRUCTION CLASSIFICATION : - TYPE IIB
FIRE PROTECTION: - FULLY SPRINKLERED (DESIGN/BUILD SYSTEM PER CODE)(SEE GENERAL NOTE #16)
- FIRE ALARM SYSTEM (DESIGN/BUILD NEW SYSTEM PER CODE)- FIRE EXTINGUISHERS LOCATED PER CODE
NUMBER OF STORIES : - 1
BUILDING HEIGHT : - 17'-0" (EXISTING)
PARKING : - 26 STANDARD STALLS (EXISTING FOR BUILDING 'C')3 ACCESSIBLE STALLS (EXISTING FOR BUILDING 'C')(128 TOTAL STALLS FOR ENTIRE COMMERCIAL DEVELOPMENT)
TENANT IMPROVEMENT PROJECT AREA:TOTAL BUILDING SQUARE FOOTAGE:
6,555 N.S.F.8,400 G.S.F.
Principal - in - ChargeChristopher D. Kidd, A.I.A.
Project Number12043-01
PROJECT TEAMArchitectChristopher D. Kidd, AIA, ALA, RIBAN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505
1/100 G.S.F. FOR BUSINESS AREAS USE PER PERSON (5,160 G.S.F.): 52 OCC.
ARCHITECTURALT TITLE SHEETA1.0 SITE PLANLS2.0 LIFE SAFETY PLAND2.0 DEMOLITION PLANA2.0 NOTED FLOOR PLANA2.1 DIMENSIONED FLOOR PLANA2.2 ENLARGED FLOOR PLANSA2.3 FINISH FLOOR PLANA2.5 REFLECTED CEILING PLANA2.6 DOOR & WINDOW SCHEDULESA2.7 DOOR HARDWARE SCHEDULESA2.8 FINISH SCHEDULESA6.0 DETAILSA6.1 DETAILSA6.2 DETAILSA6.3 UL PENETRATION DETAILSA6.4 UL PENETRATION DETAILSA9.0 INTERIOR ELEVATIONSA9.1 INTERIOR ELEVATIONSA9.2 INTERIOR ELEVATIONS
PLUMBINGP1.0 WATER PLAN AND SCHEDULESP1.1 WATER ISOMETRIC AND ROOF PLANP2.0 DRAIN PLAN AND SCHEDULESP2.1 DRAIN ISOMETRIC AND SCHEDULESP3.0 PROCESS PIPING PLANP4.0 PLUMBING DETAILSP4.1 PROCESS DETAILS
MECHANICALM1.0 MECHANICAL SCHEDULES AND DETAILSM2.0 MECHANICAL PLAN
ELECTRICALE1.0 ELECTRICAL PANELS & SCHEDULESE1.1 ELECTRICAL RISER & MAIN DISTRIBUTION PANELE2.0 ELECTRICAL POWER PLANE2.1 ELECTRICAL LIGHTING PLANE2.2 ELECTRICAL COMMUNICATIONS PLANE4.0 ELECTRICAL DETAILS
STRUCTURALS1.0 DETAILS
WATER TREATMENT VENDORDRAWINGS (FOR REF. ONLY)1 SYSTEM FLOW DRAWING 1 6 R.O. LOOP2 SYSTEM FLOW DRAWING 2 7 BICARB LOOP3 R.O. ROOM 8 CONCENTRATE LOOPS4 BICARB ROOM 9 UNDERGROUND CONDUITS5 CONCENTRATE 10 SIMPLE FLOW
PROJECT MANUAL WITH SPECIFICATIONS AND SPECIFIC PRODUCT DETAILS SHALL BE DISTRIBUTED WITH THIS SET OF DRAWINGS ASPART OF THE CONTRACT DOCUMENTS. PLEASE REVIEW THIS DOCUMENT IN ITS ENTIRETY AS A SUPPLEMENT TO THE INFORMATIONCONTAINED IN THIS SET.
KEY PLAN
1/300 G.S.F. FOR STORAGE/MECH AREAS USE PER PERSON (1,495 G.S.F.): 5 OCC.
TOTAL TENANT OCCUPANT LOAD: 57 OCC.
MINIMUM NUMBER OF PLUMBING FIXTURES (KENTUCKY PLUMBING CODE, 815 KAR 20:191 SECT. 14 (3))BUSINESS CLASSIFICATION: TOTAL NUMBER OF TENANT OCCUPANTS: 57(MALE OCCUPANT LOAD: 28 - FEMALE OCCUPANT LOAD: 29)
WATER CLOSETS (MALE): REQUIRED: 2 PROVIDED: 2WATER CLOSETS (FEMALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (MALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (FEMALE): REQUIRED: 2 PROVIDED: 2OTHER FIXTURES: REQUIRED: 1 SERVICE SINK PROVIDED: 1 SERVICE SINKWATER FOUNTAIN: REQUIRED: 1 PROVIDED: 2
PLUMBING FIXTURE CALCULATIONS
BUILDING : 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IBC)
PLUMBING : 2007 KENTUCKY PLUMBING CODE
MECHANICAL: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IMC)
ELECTRICAL : 2005 NATIONAL ELECTRICAL CODE (NFPA 70)
FIRE: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IFC)
ACCESSIBILITY : 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2003 ICC/ANSI A 117.1)
ENERGY: 2007 KENTUCKY BUILDING CODE (KBC) (BASED ON 2006 IECC)
LIFE SAFETY: 2000 NFPA 101 LIFE SAFETY CODE (CHAPTER 20, AMBULATORY HEALTH CAREFACILITY PER CMS REGULATIONS)
1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.
2. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS AREDISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FORSUB-CONTRACTOR COORDINATION.
3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THECONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE.
4. 'PROVIDE' MEANS TO FURNISH AND INSTALL.
5. PRIOR TO THE NEGOTIATED BID, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED,AND QUANTITIES REQUIRED. ALL CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADESINCLUDING DIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL CONSTRUCTION NECESSARY TOCOMPLETE THE WORK REQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS.
6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES. CONTRACTOR SHALL PICK UP PERMITAND PAY SUBCONTRACTOR PERMITS. OWNER SHALL PAY FOR GENERAL BUILDING PERMIT.
7. CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OREXCAVATION WORK.
8. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHEREAPPLICABLE), ETC. WITH THE LANDLORD.
9. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE,AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.
10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.
11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDINGSTANDARDS.
12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLYMARKED KEYS WILL BE TURNED OVER TO OWNER'S REPRESENTATIVE.
13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES.
14. ALL MILLWORK / CABINETRY SHALL BE PROVIDED BY THE OWNER'S MILLWORK VENDOR AND SHALL BE INSTALLED BY THEGENERAL CONTRACTOR.
15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE FIRE ALARM SYSTEM. LOCALCERTIFIED FIRE ALARM CONTRACTOR (CFAC) SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER20). CFAC SHALL WARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHALL. CFAC IS RESPONSIBLE FOR ALL INCIDENTALCOSTS RELATIVE TO THE COMPLETE INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, BATTERY CALCULATIONS,PLAN SUBMITTALS, FEES AND PERMITS.
16. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL DESIGN AND INSTALL A COMPLETE, FULLY OPERATIONAL, CODE COMPLIANT (WHICH AT A MINIMUM SHALL INCLUDE NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFE SAFETY CODE - SPECIFICALLY CHAPTER 20), APPROVED, HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. THE WATER SERVICE, RISER AND MAIN BRANCHES SHALL BE EXISTING (PROVIDED BY THE LANDLORD) AND THE FSC SHALL EXTEND THE EXISTING SYSTEM. THE (FSC) SHALL BE THE ENGINEER OF RECORD, RESPONSIBLE FOR PREPARING AND PROVIDING SIGNED AND SEALED DRAWINGS AND CALCULATIONS AS REQUIRED BY THE REVIEWING AUTHORITIES AS WELL AS THE CONTRACTOR FOR THE FIRE SPRINKLER SYSTEM AND ALL RELATED COMPONENTS.
THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS,PREPARING SIGNED AND SEALED PLAN REVIEW AND INSTALLATION DRAWINGS, HYDRAULIC CALCULATIONS, ENGINEERING,AND COORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES. FSC SHALL SUBMIT ALL NECESSARYDOCUMENTS TO INSURANCE COMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCALAUTHORITIES HAVING JURISDICTION.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR, BEFORE SUBMITTING THE BID, SHALL VISIT THE PROJECT SITE ANDFAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE PREMISES, THE CONTRACTORSHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC), PRIOR TO SUBMITTING BID, SHALL VERIFY ACCURACY ANDCOMPLETENESS OF ELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL REQUIREMENTS.FSC SHALL NOTIFY ELECTRICAL ENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT ABID ADDENDA CAN BE ISSUED. SHOULD ELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BENECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THE FIRE SPRINKLER DESIGN-BUILD CONTRACTOR SHALL PAY FORTHE ADDITIONAL ELECTRICAL COSTS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL ALL PIPING CONCEALED ABOVE CEILINGS OR IN WALLS INALL AREAS WITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS SHALL BE INSTALLED INCENTER OF 2' x 2' HALF OF 2' x 4' CEILING TILES.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN UNHEATEDAREAS (SUCH AS ATTIC) SUBJECT TO FREEZING. THE SPRINKLER SYSTEM SHALL BE A COMBINATION WET/DRY SYSTEM IFREQUIRED.
AMERICANRENAL a s s o c i a t e sDialysis Services of London
301 South PlazaLondon, Kentucky 40741
PROJECT SITE
Structural EngineerAmbrose Engineering, Inc.W66N215 Commerce Ct.Cedarburg, Wisconsin 53012Phone: 262.377.7602
McKnight & Associates, Inc.25 Commercial DriveLondon, KY 40744
Phone: 606.878.6631Contact: Neil McPhetridge
PME EngineerSteven H. Hagman, PEN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505
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Project #:
These drawings, asinstruments of service,remain the property of theArchitect or Engineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
D2.0
12043-01
07/27/2012
EAH
TMW
DE
MO
LITION
PLAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
A1 08-07-12 ADDENDUM #1 TMW
A1
A1
A1
A2A2
A2 08-21-12 ADDENDUM #2 HW
GEN
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AL NO
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42" DO
OR
36" DO
OR
EX
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EX
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MA
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NC
E: 90'
E
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
LS2.0
12043-01
07/27/2012
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ISH
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ATE
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EA
. CO
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TOR
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ALL A
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8'-0" HIG
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RE
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E PLU
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ES
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R V
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R IN
STA
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AY
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R 1'-0".
8.A
LL PE
NE
TRA
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S THR
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EX
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G R
ATE
D A
SS
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S SH
ALL B
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AU
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D A
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RA
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PE
R C
OD
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TAIN
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SS
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TING
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LL EXP
OS
ED IN
TERIO
R W
ALL C
OR
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RS S
HA
LL REC
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CO
RN
ER
GU
ARD
S. LEN
GTH
OF C
OR
NE
R G
UAR
DS IN
RO
OM
S WITH
CH
AIR
RAIL SH
ALL BE FRO
M TO
P OF B
ASE TO
BO
TTOM
OF C
HA
IR R
AIL. VER
IFY DIM
ENSIO
N IN
FIELD
. REM
AIN
DER
OF C
OR
NER
GU
ARD
S SH
ALLB
E 3'-4" A
.F.F. TO TO
P O
F GU
AR
D, U
NLE
SS
NO
TED O
THE
RW
ISE O
N P
LAN
S.
10.O
WN
ER
'S CO
MM
UN
ICA
TION
SY
STE
M V
EN
DO
R S
HA
LL MO
UN
T IND
IVID
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L FLAT P
AN
EL TV
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AC
H P
ATIE
NT S
TATIO
N TO
THE D
IALY
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INE
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AN
EL TV LO
CA
TED
IN TH
E WA
ITING
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OM
, PD
/HO
ME H
EM
O R
OO
MS
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ATE D
IALY
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ND
STA
FF LOU
NG
ES
HA
LL BE W
ALL M
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Y THE O
WN
ER
'S TV VE
ND
OR
. CO
NTR
AC
TOR
SH
ALL C
OO
RD
INA
TE INS
TALLA
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OF TV
S, P
RO
VID
E BLO
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ING
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D P
RO
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E ELE
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L RE
QU
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ME
NTS
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HE
ET A6.1 FO
R TV D
ETA
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11.C
ON
TRA
CTO
R S
HA
LL PR
OV
IDE N
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1" HO
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T ALL IN
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IND
OW
S. V
ER
IFY IF BU
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TAN
DA
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CO
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EX
ISTS
. IF NO
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TYLE A
S SH
OW
N O
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ET A
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E SP
EC
IFICA
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SE
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N 12491 FO
R M
OR
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FOR
MA
TION
.
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ON
TRA
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R S
HA
LL LOC
ATE A
ND
INS
TALL A
LL FIRE E
XTIN
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ISH
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DE
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ITS AN
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OM
MA
IN TR
EA
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RD
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ITH O
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ER
IFY WITH
LOC
AL FIR
E MA
RS
HA
L OR
AU
THO
RITY
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G JU
RIS
DIC
TION
(AH
J).
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TRA
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R S
HA
LL INS
TALL A
LL OW
NE
R FU
RN
ISH
ED
INTE
RIO
R S
IGN
AG
E.
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ON
TRAC
TOR
SHALL IN
STALL ALL MILLW
OR
K/C
ABIN
ETRY P
RO
VIDE
D BY O
WN
ER'S M
ILLWO
RK VEN
DO
R.
15.A
LL SM
OK
E PA
RITIO
NS S
HA
LL BE C
OM
PLE
TE SE
ALE
D FO
R S
MO
KE A
T TOP A
ND
BO
TTOM
, AN
D A
T ALL P
EN
ETR
ATIO
NS
. CO
NTR
AC
TOR
SH
ALL V
ER
IFY CO
NS
TRU
CTIO
N O
F AN
Y EX
ISTIN
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ALLS TO
RE
MA
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AT AR
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NO
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MO
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AR
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RA
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CO
NS
TRU
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N A
S N
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RY
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VE
NT TH
E P
AS
SA
GE
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MO
KE
.
16.A
T WIN
DO
WS B
EH
IND
WA
LL MO
UN
TED
DIA
LYS
IS CA
BIN
ETS
, PR
OV
IDE B
LAC
K-O
UT G
LAZIN
G FILM
AP
PLIE
D IN
TER
IOR
SU
RFA
CE O
F GLA
ZING
BE
LOW
THE H
OR
IZON
TAL M
ULLIO
N. P
RO
VID
E A SILL A
T THE H
OR
IZON
TAL M
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N LO
CA
TION
S. TH
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AC
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EN
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AR
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ND
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W TH
E HO
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NC
EALED.
GEN
ER
AL NO
TESSY
MBO
L LEGEN
D
TC
O.F.I.C
.
*CG
CH
FDR
OO
MN
AM
EX
XX
-R
OO
M N
AM
E / NU
MB
ER
-R
EVISION
REFE
REN
CE M
ARK
-D
OO
R R
EFER
ENC
E MAR
K
-E
XIS
TING
DO
OR
RE
FER
EN
CE
MAR
K
ELE
VA
TION
DE
TAIL S
YM
BO
L
-E
LEV
ATIO
N D
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ER
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LEVATIO
N N
UM
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OR
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BY C
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ESSED
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ISHER
CAB
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EN
OTE
S FIRE R
ATE
D D
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RA
ND
FRA
ME
AS
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MB
LY
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OR
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(SE
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6.0)
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ED P
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CO
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SED)
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EX.
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
A2.0
12043-01
07/27/2012
EAH
TMW
NO
TEDFLO
OR
PLAN
A1 08-07-12 ADDENDUM #1 TMW
A1
A1
A1
A1
A2
A2A2
A2
A2
A2
A2A2
A2
A2
A2 08-21-12 ADDENDUM #2 HW
A2
A2
A3
A3 08-27-12 ADDENDUM #3 TMW
PR
IVA
TED
IALY
SIS
104127 S
Q.FT.
SO
C. W
OR
KER
/D
IETITIA
N120
165 SQ
.FT.
EX
AM
122100 S
Q. FT.
RE
CE
PTIO
N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STA
FFTO
ILET
12447 S
Q. FT.
STA
FFTO
ILET
12547 S
Q. FT.
STA
FFLO
UN
GE
126187 S
Q. FT.
PATIEN
TTO
ILET/
SO
ILED
UTIL.
11851 S
Q. FT.
ITC
OM
MR
OO
M131
55 SQ
. FT.
I.W.
12852 S
Q. FT.
PATIEN
TTO
ILET
10263 S
Q. FT.
LAB
114107 S
Q. FT.
CLIN
ICM
AN
AG
ER
113104 S
Q. FT.
ME
DR
ECO
RD
S117
49 SQ
. FT.
STO
RAG
E129
780 SQ
. FT.
BLEAC
HS
INK
110
WA
ITING
RO
OM
100424 S
Q. FT.
HAN
DW
AS
HS
INK
111
HAN
DW
AS
HS
INK
112
RE
PA
IRFTM130
140 SQ
. FT.
ME
D105
BLEAC
HS
INK
115
11'-0"
5" 5" 5" 5"
5"
7'-4"
5"10"
9'-9"45'-3"
13'-2"
6'-2"5"
10'-4"10'-11"
5"10'-6"
5"5'-6"
13'-10"7"
5"
15'-7" 13'-7" 18'-2"9'-8"
8'-1" 7" 6'-8" 7" 6'-6"
45'-6 5/8"
5"
5'-0"
18'-7"
12'-7"
10'-3"
21'-11"5"
10'-0"
11 5/8"
96'-0"24'-0"
11 5/8"
11 5/8" 68'-0 5/8" 11 5/8"
7'-2"14'-0"
8'-5"5"
5"
5'-11 5/8"
5"7"
13'-8"7"
120'-0"
70'-0"
5" 10'-10"
5"7" 6'-6"
11'-6"5"
25'-1"5"
5"2'-7"
5"7'-4"
118'-0 5/8"
5"5"
6'-6"5"
5"
5"7'-4"
5"5"
5"
10'-5"
9'-10"
43'-0"22'-9 5/8"
5"22'-10"
14'-5"
1'-3"
5" 11'-8"
5"5'-0"
5"30'-10"
31'-7"
HAN
DIC
APH
AND
WASH
106
15'-5"
4'-6" 9'-0"15'-11 5/8"
18'-0"7'-6"
4'-0"5'-5"
4'-0"7'-6"
11'-3"
6"8'-8"
6"
6"8'-6"6"
HAN
DW
AS
HS
INK
107
NU
RS
E STA
TION
108
NU
RS
E STA
TION
109
CO
ATS
101
UTILITY
RO
OM
12752 S
Q. FT.
5'-0"
3'-0"
2'-0"
CO
RR
IDO
R123
WA
TER
TRE
ATM
ENT
133
AC
ID/BIC
ARB
132
TRE
ATME
NT R
OO
M103
22'-9"16'-0"
24'-0"16'-0"
16'-0"22'-9"
35'-0" 35'-0"
RTU
#1R
TU #2
RTU
#3R
TU #6
RTU
#4R
TU #5
CO
RR
IDO
R119
3'-9"
2"(TB
D)
5"
27'-7"
(TBD
)4"
RTU
#7
3'-1"4'-4"
3'-1"
12
34
56
7
A
B
B
B
B
B
B6
BB
BC
CC
C
B
B
C
C
B
BBBB
B
B
B
B
A
B
B
C
C7
D7DD
EG
GG
F
F F
FF
FF
SIM
.
E
B
B
B
C
C
C
15'-10"
5" 6'-11"
5" 26'-8 5/8" 5" 8'-0" 13'-7" 8'-6"
1'-8"
4'-4"
4'-3"
DIESE
L BAC
K-UP
GEN
ER
ATOR
ON
NEW
PAD
WITH
FENC
EE
NC
LOSU
RE (BY
OTH
ER
S)
EX
ISTIN
GD
RIV
EW
AY
EX
ISTIN
GS
IDE
WA
LKE
XIS
TING
SID
EW
ALK
EX
ISTIN
GS
IDE
WA
LK
EX
ISTIN
GA
CC
ESSIBLER
AM
P
EX
ISTIN
GA
CC
ESSIBLEPAR
KNG
STA
LLS
EX
ISTIN
GP
ARKIN
GS
TALLS
EX
ISTIN
GA
CC
ESSIBLEP
ARK
NG
STALL
EX
ISTIN
GD
RIV
EW
AY
EX
ISTIN
GD
RIV
EW
AY
11'-6"23'-0"
15'-0"15'-0"
15'-0"11'-6"
C7
C7
D7
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
A2.1
12043-01
07/27/2012
EAH
TMW
DIM
ENSIO
NED
FLOO
R PLAN
A1
A1 08-07-12 ADDENDUM #1 TMW
A3 A3A3A3
A3
A3 08-27-12 ADDENDUM #3 TMW
WATER CLOSET:CLR. FLOORAREA - 56" X 60"
LAVATORY:CLR. FLOORAREA - 30" X 48"
60" TURNING RAD.
8'-1
"
7'-4"
PATIENTTOILET
102
1/2" = 1'-0"PATIENT TOILET1
103
7'-4"
6'-6
"
PATIENTTOILET/
SOILED UTIL.118
1/2" = 1'-0"PATIENT TOILET/SOILED UTILITY2
110
60" TURNING RAD.
STAFFTOILET
125
STAFFTOILET
124
1/2" = 1'-0"STAFF TOILETS3
128127
18" VERTICALGRAB BAR
TOILET PAPERDISPENSER
60" T
URNI
NG R
AD.
WATER CLOSET:CLR. FLOORAREA - 56" X 60"
LAVATORY:CLR. FLOORAREA - 30" X 48"
WATER CLOSET:CLR. FLOORAREA - 56" X 60"
LAVATORY:CLR. FLOORAREA - 30" X 48"
WATER CLOSET:CLR. FLOORAREA - 56" X 60"LAVATORY:
CLR. FLOORAREA - 30" X 48"
18" VERTICALGRAB BAR
TOILET PAPERDISPENSER
ITCOMMROOM
131
PROVIDE FRT 3/4"PLYWOOD ALLWALLS - PAINTEDBLACK
(2) 10 TAP TV POWERSUPPLY - PDI-772ULPROVIDED BY OWNER'SCOMMUNICATIONSSYSTEM VENDOR
WALLPHONE
48" X 48" CLEAR FLOORAREA FORCOMMUNICATIONS RACK
MOR-84 POST MOUNTEDTV EQUIPMENT RACKPROVIDED BY OWNER'SCOMMUNICATIONSSYSTEM VENDOR
PROVIDE CONDUIT AND(4) RG6 CABLES FORSATELLITE TV FROMROOFTOP SATELLITEMOUNT LOCATION,TERMINATE 6" BELOWFINISH CEILING - SEEELECTRICAL DRAWINGSFOR CONDUIT SIZING
PROVIDE CONDUIT FOR (1)CAT-5 AND (1) RG6PATIENT STATION WIRING- SEE ELECTRICALDRAWINGS FOR CONDUITSIZING
A/C UNIT ABOVEDOOR - SEEMECHANICALPLANS FOR MOREINFORMATION
NOTE:SEE ELECTRICAL DRAWINGSAND COORDINATE WITH THEOWNER'S COMMUNICATIONSYSTEMS VENDOR
1/2" = 1'-0"IT COMM ROOM4
131
5'-6"
10'-0
"
1. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE,LOCAL, AND FEDERAL CODES AND ORDINANCES.
2. ALL HARDWARE TO BE MOUNTED IN FULL COMPLIANCE WITH ALL APPLICABLECODE REQUIREMENTS.
3. ALL TOILET ROOMS TO RECEIVE PROPER SIGNAGE PER STATE REQUIREMENTS.
4. REFER TO DETAIL #12 ON A6.0 FOR BLOCKING REQUIREMENTS.
5. ALL TOILETS AND LAVATORIES SHALL BE HANDICAP ACCESSIBLE.
6. ALL EXPOSED HOT WATER PIPING & DRAIN PIPING SHALL BE INSULATED.
7. TOILETS SHALL BE CENTERED 18" FROM NEAREST WALL.
8. SINKS SHALL BE CENTERED 15" FROM NEAREST WALL UNLESS OTHERWISENOTED.
9. 36" GRAB BARS SHALL BE LOCATED BEHIND TOILETS 6" FROM ADJACENT WALLAND 42" GRAB BARS SHALL BE LOCATED ON ADJACENT WALL 12" FROM REARWALL. VERTICAL GRAB BARS SHALL BE INSTALLED PER CODE.
10. ALL TOILET ROOM WALLS AND CEILING TO RECEIVE ACOUSTICAL INSULATION.
11. SHADED AREA DENOTES 30" X 48" CLEAR FLOOR AREA REQUIRED WHEN DOORSWINGS INTO CLEAR FLOOR AREA AND/OR TURNING RADIUS.
12. ALL TOILET ROOMS SHALL RECEIVE DENS ARMOR PLUS WALLBOARDTHROUGHOUT ON ALL WALLS AND CEILING.
TOILET ROOM - GENERAL NOTES:
RESPONSIBILITY MATRIX
FURNISHED BY INSTALLED BY OWNER'S VENDOR NOTES
ELECTRONIC RECESSED SCALE
ITEMNO.
1.
DESCRIPTION
ALL BUILT-IN MILLWORK ITEMS
MUSTEE SINKS LOCATED IN MILLWORK
PAPER TOWEL DISPENSORS IN MILLWORK
STL. COUNTER SUPPORT BRACKETS
CHAIR RAIL
BLOCKING FOR ALL MILLWORK ITEMS
ALL BLOCKING IN WALLS AS REQUIRED
SINK AT STAFF LOUNGE
ICE MACHINE AT STAFF LOUNGE
INTERIOR SIGNAGE
EXTERIOR SIGNAGE
EMERGENCY GENERATOR
FURNITURE
APPLIANCES
WATER TREATMENT/SDS EQUIPMENT
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
OWNER
OWNER
OWNER
OWNER
OWNER
OWNER
CONTRACTOR
OWNER
OWNER
OWNER
OWNER
OWNER
OWNER
CONTRACTOR
19.
AUTOMATIC TRANSFER SWITCH
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
OWNER
OWNER
MISKO, INC.
MISKO, INC.
MISKO, INC.
MISKO, INC.
MISKO, INC.
SINK FAUCETS/FITTINGS BY G.C.
FINISH BY G.C.
CONTRACTOR
OWNER OWNER MARCOR
R/O AND SDS TUBING/PIPING OWNER OWNER MARCOR
UNDERSLAB SLEEVES FOR SDS TUBING CONTRACTOR CONTRACTOR
20. VALVE BOXES OWNER CONTRACTOR MARCOR DRAIN CONNECTIONS BY G.C.
OWNER MISKO, INC. SINK FAUCETS/FITTINGS BY G.C.
1/2" = 1'-0"RESPONSIBILITY MATRIX5
N/A
N/A
1'-3"TYPICAL
1'-3"TYPICAL
1'-3"TYPICAL
60" TURNING RAD.
17" M
IN.
FIX
T. D
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TH
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IN.
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1'-6"TYPICAL
1'-6"TYPICAL
1'-6"TYPICAL
1'-6"TYPICAL
3'-6
" MA
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1'-0
"M
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.
3'-6
" MA
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.3'
-6" M
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.1'
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6"MAX.
3'-0"MIN.
6"MAX.
3'-0"MIN.
3'-6
" MA
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1'-0
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4A9.1
6A9.1
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OWNEROWNER
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#D
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VIS
ION
DE
SC
RIP
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-
A2.2
12043-01
07/27/2012
EAH
TMW
ENLARGEDFLOOR PLANS
Pro
pose
d Te
nant
Impr
ovem
ent f
or:
AR
A -
Dia
lysi
s Se
rvic
es o
f Lon
don
301
Sou
th P
laza
, Ken
tuck
y H
wy.
192
Lond
on, K
Y, 4
0741
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, asinstruments of service,remain the property of theArchitect or Engineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Chr
isto
pher
D. K
idd
A.I
.A.,
A.L
.A.,
R.I
.B.A
.
N48
W16
550
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on R
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, Wis
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in 5
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62.9
01.0
505
/ Fac
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62.9
01.0
510
Emai
l: ar
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ckid
darc
hite
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com
Web
site
: ww
w.c
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arch
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EX
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PATIEN
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LAB
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# DATE REVISION DESCRIPTION ---
A2.3
12043-01
07/27/2012
EAH
TMW
FINISH
FLOO
R PLAN
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
A1 08-07-12 ADDENDUM #1 TMW
A1
A2A2
A2
A2 08-21-12 ADDENDUM #2 HW
RTU
#1R
TU #2
RTU
#3R
TU #6
RTU
#4R
TU #5
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PR
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122
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124
STA
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STA
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PATIEN
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ITC
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CLIN
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112
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115
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TION
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EILING
HVA
C C
ON
TRA
CTO
R SH
ALLLO
CA
TE A
LL CE
ILING
DIFFU
SE
RS
AN
DC
OO
RD
INA
TE WITH
ELE
CTR
ICA
LC
ON
TRAC
TOR
AS RE
QU
IRED
.
3.S
USP
END
ED C
EILING
SYSTEM
SHA
LL BE2'x2'x5/8" O
R 2'x4'x5/8" LA
Y-IN A
CO
USTIC
ALTILE STAN
DA
RD
GR
ID AS S
HO
WN
(SEES
PEC
IFICA
TION
S).
4.R
EFLEC
TED C
EILING
PLA
N IS S
HO
WN
FOR
SU
SPEN
DED
CEILIN
G SYSTEM
INS
TALLATIO
N O
NLY
. ELE
CTR
ICAL
CO
NTR
AC
TOR
SH
ALL IN
STA
LL ALL
ELE
CTR
ICA
L ITEMS PE
R ELEC
TRIC
ALD
RA
WIN
GS.
5.C
ON
TRAC
TOR
SHALL C
OO
RD
INATE
RE
FLEC
TED
CE
ILING
PLA
N W
ITHA
PPRO
PRIATE TR
ADES IN
CLU
DIN
GM
ECH
AN
ICA
L, ELE
CTR
ICA
L, PLU
MBIN
G,
FIRE
PR
OTE
CTIO
N, E
TC.
6.C
ON
TRAC
TOR
SHALL PR
OVID
E SOU
ND
BA
TT INS
ULA
TION
AB
OV
E CE
ILING
EX
TEN
DIN
G O
UT 4'-0" E
AC
H S
IDE
OF A
LLTY
PE
'B' W
ALLS
. PR
OV
IDE
SO
UN
D B
ATT
INS
ULATIO
N AB
OV
E THE EN
TIRE C
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IN TH
E FO
LLOW
ING
RO
OM
S: TO
ILETS
,O
FFICE
S, R
EC
EP
TION
, STA
FF LOU
NG
E,
AN
D E
XAM R
OO
M.
7.FIR
E PR
OTE
CTIO
N C
ON
TRA
CTO
R S
HA
LLD
ES
IGN
FIRE P
RO
TEC
TION
SY
STE
M TO
ME
ET A
LL AP
PLIC
AB
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CA
L, STA
TE,
AN
D FED
ERAL C
OD
ES (INC
LUD
ING
NFP
A13 A
ND
CH
AP
TER
20 OF TH
E N
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101).S
PRIN
KLER H
EAD
S SH
ALL BE CEN
TERED
IN TILE
S.
2' x 4' FLUO
RE
SC
EN
TLIG
HT FIX
TUR
ES
1' X 4' STA
ND
ARD
FLUO
RES
CEN
TS
TRIP W
/ DB
L. LAMP
RE
CE
SS
ED
LIGH
T FIXTU
RE
S
GW
B SO
FFIT
AC
T CEILIN
G
SLO
TD
IFFUS
ER
EG
RES
S LIGH
T
EM
ERG
ENC
YB
AC
KU
P LIG
HT
EX
IT SIG
N
SM
OK
E DE
TEC
TOR
GW
B - 5/8" G
YPS
UM
WA
LL BO
AR
D
O.T.S
. - OP
EN
TO S
TRU
CTU
RE
N.I.C
. - NO
T IN C
ON
TRA
CT
B.O
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TTOM
OF TR
US
S
D.F.P
. - DR
Y FO
G P
AIN
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2' x 4' IND
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OR
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EN
T LIGH
TFIXTU
RES
SHH
EA
T DE
TEC
TOR
HV
AC
GR
ILLES
SU
SPEN
DED
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OR
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T LIGH
T
WA
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TED
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RES
CE
NT LIG
HT
EX
IT
EX
TER
IOR
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RES
S LIGH
T
GEN
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AL NO
TESLEG
END
(NO
T ALL S
YM
BO
LS NE
CESSAR
ILY USED
)
AA
CC
ENT P
AIN
T CO
LOR
VAC
T CE
ILING
(WA
SH
AB
LE V
INY
LC
OA
TED
TILES
)
SM
OK
EP
AR
TITION
6"
VA
RIE
SS
EE
SH
EE
T A2.5
AC
OU
STIC
AL C
EILIN
GTILE
AC
T CEILIN
G
(VA
RIE
S - S
EE
SH
EE
T A2.5)
5/8" GY
PSU
M B
OA
RD
ON
3 5/8" ME
TAL S
TUD
S A
T16" O
.C. P
RO
VIDE
BR
ACIN
G AS R
EQ
UIR
ED.
GY
P BO
AR
D S
OFFIT
8'-10" A.F.F.
3" = 1'-0"TY
PIC
AL B
ULK
HE
AD
DE
TAIL
2
# DATE REVISION DESCRIPTION ---
A2.5
12043-01
07/27/12
EAH
TMW
RE
FLEC
TEDC
EILIN
G PLAN
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
A1 08-07-12 ADDENDUM #1 TMW
A2
A2
A2 08-21-12 ADDENDUM #2 HW
FRAM
E DO
OR
SC
HE
DU
LE
MA
T'LTY
PEW
IDTH
SIZE
HG
TTH
ICK
DO
OR
MA
T'LLA
BEL
FRAM
ETY
PEH
AR
DW
ARE
SE
TH
EA
D &
JAMB
GLA
SSP
AN
ELR
EM
AR
KSLO
CATIO
NK
EY
EX
- DE
NO
TES
EX
ISTIN
G D
OO
R A
ND
FRA
ME
AS
SE
MB
LY* - D
EN
OTE
S FIR
E R
ATE
D D
OO
R A
ND
FRA
ME
AS
SE
MB
LY
TYP
E B
TYP
E C
DO
OR
TYPE
SS
CA
LE: 1/4" = 1'-0"
TYP
E A
S.C
. WO
OD
DO
OR
S.C
. WO
OD
DO
OR
W/ V
ISIO
N P
AN
EL
S.C
. WO
OD
DO
OR
W/ V
ISIO
N P
AN
EL
V.I.F. 6"
V.I.F.
2'-6"
1'-0"
10"6"
TYP
E D
ALU
MIN
UM
DO
OR
W/ FU
LL LITE
12"
TYP
E E
EXTER
IOR
INSU
L.FLU
SH
ME
TAL
DO
OR
- PAIN
TFIN
ISH
TO M
ATC
HE
XIS
TING
EXTE
RIO
R D
OO
RS
TYP
E F
EXTER
IOR
ALUM
INU
MD
OO
R TH
ER
MALLY
BR
OK
EN
W/ FU
LL LITE,FIN
ISH
TO M
ATCH
EXISTIN
GE
XTER
IOR
DO
OR
S (DAR
KB
RO
NZE AN
OD
IZED)
FRA
ME
TYP
ES
TYP
E 1
HO
LLOW
ME
TAL O
RA
LUM
. FRA
ME
NO
TE: 4" H
EA
D FR
AM
E O
NLY
AT M
AS
ON
RY
WA
LL UN
LES
S O
THE
RW
ISE
NO
TED
.SEE SCHEDULE 2"
2"S
EE
SCH
ED2"
VA
RIE
S
2"
FRA
ME
DE
TAILS
DE
TAIL J-1
HE
AD
SIM
ILAR
2" AT
DO
OR
S (TY
P)
SC
ALE
: 11/2" = 1'-0" HE
AD
SIM
ILAR
DE
TAIL J-3
GE
NER
AL NO
TES - D
OO
RS A
ND
WIN
DO
WS
1.FIE
LD V
ERIFY ALL D
IME
NS
ION
S PR
IOR
TO SH
OP D
RA
WIN
GS SU
BMITTA
L AND
SU
BSE
QU
EN
T FABR
ICA
TION
OF A
LL DO
OR
S AN
D W
IND
OW
S
2.A
LL INTER
IOR
DO
OR
S AR
E TO H
AVE A G
RAD
E 'A' FA
CE O
VER
A BON
DED
7-PLY CO
RE
WITH
A WH
ITE BIRC
H V
EN
EE
R FA
CTO
RY FIN
ISH
WITH
A STA
IN TO
BE SELEC
TED FR
OM
THE M
ANU
FACTU
RE
R'S STAN
DA
RD
CO
LOR
SE
LEC
TION
S. SAM
PLES FOR
APPRO
VALM
US
T BE
SU
BM
ITTED
TO A
RC
HITE
CT A
ND
SU
BS
EQ
UE
NTLY
AP
PR
OV
ED
BY
THE
OW
NER
.
3.A
LL VIS
ION
PAN
ELS IN
FIRE R
ATED D
OO
RS TO
HA
VE TECH
NIC
AL GLA
SS PR
OD
UC
T'SFIR
ELITE
NT G
LAZIN
G (N
O W
IRE
GLA
SS
IS P
ER
MITTE
D).
4.A
LL DO
OR
HA
RD
WA
RE (STYLE AN
D FIN
ISH) O
N N
EW A
ND
EXISTIN
G EXTER
IOR
DO
OR
STO
MA
TCH
EX
ISTIN
G B
UILD
ING
STAN
DA
RD
(FIELD VE
RIFY
).
5.W
IND
OW
PR
IVAC
Y FILM S
HA
LL BE 3M
FASAR
A DE
CO
RA
TIVE WIN
DO
W FILM
. PATTE
RN
SH
ALL B
E SELE
CTE
D B
Y AR
CH
ITEC
T/OW
NER
FRO
M M
ANU
FAC
TUR
ER'S S
TAN
DAR
DS
ELECTIO
NS.
6.A
LL INTER
IOR
DO
OR
AN
D W
IND
OW
FRA
MES S
HA
LL BE PA
INTE
D TH
E FIELD
WA
LLP
AINT C
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R. A
LL EXTER
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DO
OR
AN
D W
IND
OW
FRAM
ES SH
ALL M
ATC
H TH
EE
XISTIN
G BU
ILDIN
G S
TAN
DAR
D FIN
ISH.
SC
ALE
: 1/4" = 1'-0"
INTE
RIO
R W
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OW
TYPE
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OTE: S
EE
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IND
OW
ELE
VA
TION
1/A9.0 A
ND
RE
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NS O
N S
HE
ET A
6.1 FOR
SLID
ING
RE
CE
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OW
DE
TAILS
W1
ALU
MIN
UM
FRAM
E(D
ARK B
RO
NZE
AN
OD
IZED
FINISH
)
2" 2"4'-0"
2'-0"
8'-9"2"
4'-10"2"8'-8"
4'-0"5"
1/4"TE
MP
ER
ED
GLA
ZING
VA
RIE
S
VE
RIFY
DIM
EN
SIO
NS
OF
WIN
DO
WS
FOR
PR
IVA
CY FILM
2"1'-4"
OPEN
(NO
GLA
ZING
)
TYP
E 3
ALU
MIN
UM
FRA
ME
W/ TH
ER
MA
L BR
EA
K(D
AR
K BR
ON
ZE ANO
DIZED
FINISH
)
7'-0"
2"3'-6"
2"
1'-10" 2" 4'-10" 2" 1'-4" 2"
8'-8"
12"
1" INS
ULA
TED
AND
TEM
PE
RE
DG
LAZIN
G
1/4"TE
MP
ER
ED
GLA
ZING
1/4"TE
MP
ER
ED
GLA
ZING
1/4"TE
MP
ER
ED
GLA
ZING
1" INS
ULA
TED
GLA
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TYPICAL D
OO
R APP
RO
ACH
DETA
ILSS
CA
LE: 1/4" = 1'-0"
12" MIN
.
48" MIN.
PU
SH SID
E
PU
SH SID
E
60" MIN.
18"M
IN.
PU
LL SIDE
PU
LL SIDE
24"M
IN.
PU
SH SID
E
24" MIN
PU
LL SIDE
36"M
IN.
60" MIN.
22" MIN
.
*12" M
IN. C
LEAR
ANC
ER
EQ
UIR
ED
ON
LY IF BOTH
CLO
SER
AND
LATC
H A
RE
PR
OVID
ED.
**54" M
IN. C
LEAR
ANC
ER
EQU
IRED
WH
ENC
LOS
ER IS PR
OVID
ED.
***48" M
IN. IF B
OTH
CLO
SER
AN
D LATC
H AR
EP
RO
VIDED
.
****48" M
IN. IF C
LOSE
R IS
PR
OVID
ED.
PU
LL SIDE
42" MIN
.
54" MIN.
12"M
IN.
*
*
48" MIN.**
42" MIN.***
42" MIN.
****
100AW
AITIN
G TO
EX
TER
IOR
100BW
AITIN
G TO
CO
RR
IDO
R
103AW
AITIN
G TO
TRE
ATM
EN
T RO
OM
102P
ATIE
NT TO
ILET
104P
RIV
ATE D
IALY
SIS
113C
LINIC
MA
NA
GE
R
116R
EC
EP
TION
117M
ED R
EC
OR
DS
118P
ATIE
NT TO
ILET/ S
OILE
D U
TIL.
120S
OC
. WO
RK
ER
/ DIE
TITIAN
121P
D/ H
OM
E H
EM
O
122E
XA
M
124
STA
FF LOU
NG
E
125
STA
FF TOILE
T
127
STA
FF TOILE
T
128
UTILITY
129
I.W.
130
131
3'-0"
3'-0"7'-0"
7'-0"AA
WD
WD
3'-0"7'-0"
BW
D
3'-0"7'-0"
BW
D
3'-6"7'-0"
AW
D
3'-6"7'-0"
AW
D
3'-0"7'-0"
AW
D
RE
PA
IR FTM
IT CO
MM
RO
OM
3'-0"7'-0"
AW
D
3'-6"7'-0"
DA
L/GL
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
3'-0"7'-0"
AW
D
123C
OR
RID
OR
TO E
XTE
RIO
R
3'-6"7'-0"
FA
L/GL
3'-6"7'-0"
BW
D
3'-6"7'-0"
BW
D
EX
ISTIN
GE
HM
103BTR
EATM
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T RO
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OR
R.
103CTR
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EN
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TO M
ECH
.
103DTR
EA
TME
NT R
OO
M E
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3'-6"7'-0"
FA
L/GL
3'-0"7'-0"
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3'-6"7'-0"
BW
D
119C
OR
RID
OR
TO C
OR
RID
OR
3'-0"7'-0"
BW
D
126
DE
LIVE
RIE
S(2)3'-0"
7'-0"E
HM
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
SM
OK
E
SM
OK
E
SM
OK
E
SM
OK
E
SM
OK
E
--------------------
11111111111111111111
EX
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G
2
TYP
E 2
HO
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ME
TAL
FRA
ME
SEE SCHEDULE 4"
2"S
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HE
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SIM
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DE
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EX
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4"
345
TYP
E 5
ALU
MIN
UM
FRAM
E(D
AR
K BR
ON
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DIZED
FINISH
)
7'-0"
4'-0 1/2"2"
2'-0" 2" 4'-10" 2" 1'-4" 2"
8'-8"
OPEN
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GLA
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1/4"TE
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A2.6
12043-01
07/27/2012
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A2.7
12043-01
07/27/2012
EAH
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A2.8
12043-01
07-27-12
EAH
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
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12043-01
07/27/2012
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OO
D
GYPSU
M BO
ARD
RETU
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UTY
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SE
E FLO
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ET A
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ATIO
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WA
LL TYP
ED
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AR
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VE
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ARD
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PO
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R
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VE
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R
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A6.1
12043-01
07/27/2012
EAH
TMW
DE
TAILS
3'-6"
1'-0"
5'-2"
SE
E D
ETA
IL OF S
CA
LES
EC
TION
AT FLO
OR
PR
OV
IDE
DE
PR
ES
SE
DC
ON
CR
ETE SLAB AREA
42" X 62" X
6" (VE
RIFY
)M
INIM
UM
CE
NTER
SC
ALE
IN P
IT AN
DP
ARALLE
L TO W
ALL.C
ON
TRA
CTO
R S
HA
LLE
XTE
ND
VA
PO
RB
ARR
IER
BEN
EATH
THE
DE
PR
ES
SE
D P
OR
TION
OF S
LAB
AN
D TA
PE
ALL
SE
AM
S
32" X 50" S
CA
LE
PLAN
SCALE
: 3/4"=1'-0"
3'-0"
6"
REC
ESSED
ELECTR
ON
ICR
EA
DO
UT B
OX (O
.F.I.C.)
OFFS
ET FR
OM
SC
ALE A
ND
FASTE
NE
D TO
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WO
OD
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H SID
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F BOX
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ME
TER
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IBLE
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ND
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STA
LLED
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ICAL
CO
NTR
ACTO
R
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LEC
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ALE (V
ER
IFY SIZE
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LE W/ O
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S SCH
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ETE
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ALE: 3/4"=1'-0"
3'-6" TO TOP OFWALL
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BA
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ITH P
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DS
AFE
TY G
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CK
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META
L STU
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AMIN
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H SID
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D STU
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1" DIA
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TER
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TOR
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3" RE
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32" X 50" SC
ALE (O
.F.I.C.)
MIN.
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ME A
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R BO
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.F.I.C.) S
ET FR
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T FLOO
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ET IN
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ED
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AME
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B
3" 'Z' CH
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EL SC
ALE SUBFR
AME
(O.F.I.C
.). SE
T INTO
CO
NC
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TE P
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INS
TALLA
TION
OF S
CA
LE.
CH
ANN
ELS FOR
SCALE
FRA
ME (O
.F.I.C.)
DE
TAIL A
T SUBFR
AME
SCALE
: 3"=1'-0"V
APOR
BAR
RIER
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RIES
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OR
SC
ALE
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AIN
, SET
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ITH S
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EN
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LLOW
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PE TO
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AR
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INY
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R
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TER
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M
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ATE
R TR
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1 1/2" = 1'-0"P
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T 12 0.C.
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ISTIN
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TE S
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A6.2
12043-01
07/27/2012
EAH
TMW
DE
TAILS
1.W
all Assem
bly – The 1 or 2 hr fire-rated gypsum
wallboard/stud w
all assembly shall be constructed of the m
aterials and in the manner
described in the individual U300 or U
400 Series W
all or Partition D
esign in the UL Fire R
esistance Directory and shall include the follow
ingconstruction features:
A.
Studs – Wall fram
ing may consist of either w
ood studs or steel channel studs. Wood studs to consist of nom
2 by 4 in. lumber spaced
16 in. OC
with nom
2 by 4 in. lumber end plates and cross braces. S
teel studs to be min 3-1/2 in. w
ide by 1-3/8 in. deep channelsspaced m
ax 24 in. OC
.B
.G
ypsum B
oard* – 5/8 in. thick, 4ft wide w
ith square or tapered edges. The gypsum w
allboard type, thickness, number of layers,
fastener type and sheet orientation shall be as specified in the individual U300 or U
400 Series D
esign in the UL Fire R
esistanceD
irectory. Max diam
of opening is 6 in.The hourly F R
ating of the firestop system is 1 hr w
hen installed in a 1 hr fire rated wall and 2 hr w
hen installed in a2 hr fire rated w
all.
2.Steel Sleeve – C
ylindrical sleeve fabricated from m
in 0.019 in. thick (28 gauge) galv sheet steel and having a min 2 in. lap along the
longitudinal seam. Length of steel sleeve to be equal to thickness of w
all plus approx 7/8 to 1 in. such that, when installed, the ends of the
sleeve will project approx 7/16 to 1/2 in. beyond the surface of the w
all on each side of the wall assem
bly. Sleeve installed by coiling the sheet
steel to diam sm
aller than the max 6 in. diam
through openings, inserting the coil through the openings and releasing the coil to let it uncoilagainst the circular cutouts in the gypsum
wallboard layers.
3.C
ables – Aggregate cross-sectional area of cables in opening to be m
in 8 percent to max 36 percent of the cross-sectional area of the sleeved
opening in wall. C
ables to be rigidly supported on both sides of wall assem
bly. The space between cables and periphery of opening shall be
min 1/4 in. to m
ax 2-1/2 in. Min separation betw
een Arm
ored Cables and/or M
etal-Clad C
ables (Item 3F) and betw
een Armored C
ables and/orM
etal-Clad C
ables and all other types of cables shall be 1/4 in. Any com
bination of the following types and sizes of copper conductor cable
may be used:
A.
Max 350 kcm
il single conductor power cables; cross-linked polyethylene (XLPE) insulation.
B.
Max 200 pair N
o. 24 AW
G conductor telecom
munication cables; polyvinyl chloride (P
VC
) insulation and jacket.C
.M
ax 7/C N
o. 2/0 AW
G m
ulti conductor power and control cables; X
LPE
or PV
C insulation w
ith XLPE or PVC
jacket.D
.M
ax 3/C N
o. 2/0 AW
G cables; P
VC
insulation and jacket.E
.M
ax 6/94 Fiber Optic (F.O
.) cable; PV
C insulation and jacket.
F.M
ax four copper conductor No. 2/0 A
WG
(or smaller) alum
inum or steel A
rmored C
able or Metal-C
lad Cable C
lassified as a ThroughP
enetrating Product.The T R
ating is 0 Hr w
hen armored cables or m
etal-clad cables are used.
See
Through Penetrating Product* (XH
LY) C
ategory in the Fire Resistance D
irectory for names of m
anufacturers. Any aluminum
or steelA
rmored C
able or Metal-C
lad Cable C
lassified as a Through Penetrating P
roduct meeting the above specifications m
ay be used.
4.Packing M
aterial – Min 1 in. thickness of m
ineral wool batt insulation firm
ly packed into steel sleeve on both sides of the wall assem
bly asperm
anent forms. P
acking material to be recessed m
in 1 in. from end of steel sleeve (m
in 1/2 in. from surface of gypsum
wallboard) on both
sides of wall assem
bly.
5.Fill, Void or C
avity Material* –
Caulk or Sealant – M
in 1 in. thickness of fill material applied w
ithin the annulus, flush with both ends of the
steel sleeve. A nom
1/4 in. diam continuous bead of caulk shall be applied around the circum
ference of the steel sleeve at its egress from the
gypsum w
allboard layers on both sides of the wall assem
bly.
3M C
OM
PAN
Y – C
P 25W
B+ caulk or FB
-3000 WT sealant
* Bearing the U
L Classification M
arking
System N
o. W-L-3032
Septem
ber 07, 2004(Form
erly System
No. 590)
F Ratings – 1 and 2 H
r(See Item
1)T R
ating – 0 and 1/4 Hr (S
ee Item 3F)
L Rating A
t Am
bient – 76 CFM
/sq ftL R
ating At 400 F – 7 C
FM/sq ft
25
32
1B
4
55
A A
SECTIO
N A
-A
1.W
all Assem
bly – The 1 or 2 hr fire-rated gypsum w
allboard/stud wall assem
bly shall be constructed of the materials and in the m
annerspecified in the individual U
300 or U400 S
eries Wall or P
artition Designs in the U
L Fire Resistance D
irectory and shall include thefollow
ing construction features:A
.Studs – W
all framing m
ay consist of either wood studs or steel channel studs. W
ood studs to consist of nom 2 by 4 in. lum
berspaced 16 in. O
C. S
teel studs to be min 3-5/8 in. w
ide and spaced max 24 in. O
C.
B.
Gypsum
Board* – N
om 5/8 in. thick, 4 ft w
ide with square or tapered edges. The gypsum
wallboard type, num
ber of layers,fastener type and sheet orientation shall be as specified in the individual W
all and Partition D
esign. Max diam
of opening inw
allboard layers is 7 in.The hourly F R
ating of the firestop system is 1 hr w
hen installed in a 1 hr fire rated wall and 2 hr w
hen installed in a2 hr fire rated w
all.
2.Through Penetrants
– One m
etallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system
. Pipe ortubing to be rigidly supported on both sides of w
all assembly. The follow
ing types and sizes of metallic pipes or tubing m
ay be used:A
.Steel Pipe – N
om 4 in. diam
(or smaller) S
chedule 10 (or heavier) steel pipe. When steel pipe is used, T R
ating is 3/4 hr.B
.C
opper Tubing – N
om 4 in. diam
(or smaller) Type L (or heavier) copper tubing.
T Rating is 3/4 hr for copper tubing of nom
2 in.diam
and smaller. For copper tubing greater than nom
2 in. diam, T R
ating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated
walls, respectively.
C.
Copper Pipe – N
om 4 in. diam
(or smaller) R
egular (or heavier) copper pipe.T R
ating is 3/4 hr for copper pipe of nom 2 in. diam
and smaller. For copper pipe greater than nom
2 in. diam, T R
ating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated w
allrespectively.
3.Pipe Insulation
–Plastics# – N
om 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (A
B/P
VC
) flexible foam furnished in the form
of tubing. The annular space between the insulated pipe and the edge of the through opening shall be m
in zero in. (point contact) tom
ax 1-1/4 in.S
eePlastics# (Q
MFZ2) category in the R
ecognized Com
ponent Directory for nam
es of manufacturers. A
ny Recognized C
omponent tube
insulation material m
eeting the above specifications and having a UL94 Flam
mability C
lassification of 94-5VA m
ay be used.
4.Fill, Void or C
avity Materials* –
Caulk or Sealant
– Min 5/8 in. thickness of caulk applied w
ithin the annular space, flush with each
surface of wall. A
min 1/2 in. diam
bead of caulk shall be applied to the pipe insulation/ wallboard interface at the point contact location on
both sides of wall.
3M C
OM
PAN
Y – C
P 25W
B+ caulk or FB
-3000 WT sealant
* Bearing the U
L Classification M
arking
System N
o. W-L-5040
Septem
ber 07, 2004F R
atings – 1 and 2 Hr (S
ee Item 1)
T Ratings – 1/4, 1/2 and 3/4 H
r (See Item
2)
A A
2 3 4
4
23
4
1B 1A
SECTIO
N A
-A
1B
1AAA
System N
o. W-L-8010
May 19, 2005
F Ratings – 1 &
2 Hr (S
ee Item 1)
T Ratings – 1/4, 3/4, 1, 1-1/2 and 1-3/4 H
r (See Item
s 2 & 3)
1.W
all Assem
bly – The 1 or 2 hr fire-rated gypsum board/stud w
all assembly shall be constructed of the m
aterials and in the manner specified
in the individual U300, U
400 or V400 S
eries Wall and P
artition Designs in the U
L Fire Resistance D
irectory and shall include the following
construction features:A
.Studs – W
all framing m
ay consist of either wood studs or steel channel studs. W
ood studs to consist of nom 2 in. by 4 in. (51 m
m to
max 102 m
m) lum
ber spaced 16 in. (406 mm
) OC
. Steel studs to be m
in 3-5/8 in. (92 mm
) wide and spaced m
ax 24 in. (610 mm
) OC
.B
.G
ypsum B
oard* – Nom
5/8 in. (16 mm
) thick gypsum board, as specified in the individual W
all and Partition D
esign. Max area of
opening is 65-1/4 sq in. (421 cm2) w
ith max dim
ension of 14-1/2 in. (368 mm
).The hourly F R
ating of the firestop system is equal to the hourly fire rating of the w
all assembly.
2.Through Penetrants
– A m
ax of four pipes, conduits or tubing to be installed within the opening. The space betw
een pipes, conduits ortubing shall be m
in 1/2 in to max 1-5/16 in. (13 m
m to m
ax 33 mm
). The space between pipes, conduits or tubing and periphery of opening
shall be min 1-3/16 in. (30 m
m) for uninsulated copper tubes and copper pipes (Item
s 2C and 2D
) and 0 in. (point contact) for insulatedcopper tubes and copper pipes and uninsulated steel pipes and conduit (Item
2B). The space betw
een pipes, conduits or tubing and peripheryof opening shall be m
ax 1-5/16 in. (33 mm
). Pipe, conduit or tubing to be rigidly supported on both sides of floor or w
all assembly. The
following types and sizes of m
etallic pipes, conduits or tubing may be used:
A.
Steel Pipe – Nom
2 in. (51 mm
) diam (or sm
aller) Schedule 5 (or heavier) steel pipe.
B.
Conduit – N
om 2 in. (51 m
m) diam
(or smaller) steel electrical m
etallic tubing or steel conduit.C
.C
opper Tubing – N
om 2 in. (51 m
m) diam
(or smaller) Type L (or heavier) copper tubing.
D.
Copper Pipe – N
om 2 in. (51 m
m) diam
(or smaller) R
egular (or heavier) copper pipe.W
hen uninsulated steel pipe or conduit is used, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assem
blies, respectively.
When uninsulated copper tubing or pipe is used, T R
ating is 1/4 hr for both 1 and 2 hr rated assemblies.
3A.
Pipe Covering*
(Optional) – N
om 1 in. (25 m
m) hollow
cylindrical heavy density glass fiber units jacketed on the outside with an all
service jacket. Longitudinal joints sealed with m
etal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with m
etalfasteners or w
ith butt tape supplied with the product.
See
Pipe and Equipment C
overing – Materials*
(BR
GU
) category in the Building M
aterials Directory for nam
es of manufacturers. Any
pipe covering material m
eeting the above specifications and bearing the UL C
lassification Marking w
ith a Flame Spread Index of 25 or less
and a Sm
oke Developed Index of 50 or less m
ay be used.W
hen pipe covering is used on all through penetrants, T Rating is 1 hr and 1-3/4 hr for 1 and 2 hr rated assem
blies, respectively.
3B.
Tube Insulation – Plastics# (O
ptional) – Nom
3/4 in. (19 mm
) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam
furnished in the form of tubing.
See
Plastics(Q
MFZ2) category in the R
ecognized Com
ponent Directory for nam
es of manufacturers. A
ny Recognized C
omponent tube
insulation material m
eeting the above specifications and having a UL94 Flam
mability C
lassification of 94-5VA m
ay be used.W
hen tube insulation is used on all through penetrants, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assem
blies, respectively.
4.Fill, Void or C
avity Material* – C
aulk or Sealant – M
in 5/8 in. or 1-1/4 in. (16 mm
or 32 mm
) thickness of fill material, for 1 or 2 hr
walls, respectively, applied w
ithin the annulus, flush with both surfaces of w
all. At point contact locations, a m
in 1/2 in. (13 mm
) diam bead
of fill material shall be applied at the w
all/pipe and wall/pipe insulation interface on both surfaces of w
all.3M
CO
MPA
NY
– CP
25WB
+, IC 15W
B+ caulk or FB
-3000 WT sealant
5.Fill, Void or C
avity Materials* – W
rap Strip (N
ot Show
n) – Min one layer of 2 in. (51 m
m) w
ide, nom 1/4 in. (6 m
m) thick intum
escentelastom
eric material faced on one side w
ith aluminum
foil, required only when tube insulation (Item
3B) is used in 2 hr rated assem
blies.W
rap strip tightly wrapped around tube insulation (foil side exposed) w
ithin the opening on both sides of the wall, flush w
ith both surfacesof the w
all assembly.
3M C
OM
PAN
Y – FS-195+
# Bearing the U
L Recognized C
omponent M
ark* B
earing the UL C
lassification Marking
SECTIO
N A
-A
1A1B
3B2
43B
3A
44
1.W
all Assem
bly – The 1 or 2 hr fire rated gypsum board/stud w
all assembly shall be constructed of the m
aterials and in the manner specified
in the individual U300, U
400 or V400 S
eries Wall and P
artition Designs in the U
L Fire Resistance D
irectory and shall include the following
construction features:A
.Studs – W
all framing m
ay consist of either wood studs or steel channel studs. W
ood studs to consist of nom 2 in. by 4 in. (51 m
m by
102mm
) lumber spaced 16 in. (406 m
m) O
C. S
teel studs to be min 3-1/2 in. (89 m
m) w
ide and spaced max 24 in. (610 m
m) O
C.
B.
Gypsum
Board* – Thickness, type, num
ber of layers and fasteners as required in the individual Wall and P
artition Design. D
iam of
opening shall be 7/8 in. (22 mm
) larger than the outside diam of nonm
etallic pipe or conduit (Item 2).
The hourly F Rating of the firestop system
is equal to the hourly fire rating of the wall assem
bly in which it is installed.
2.Through Penetrants
– One nonm
etallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system
. Theannular space for m
ax 1-1/4 in. (32 mm
) diam pipe or conduit shall be m
in 0 in. (point contact) to max 7/8 in. (0 m
m to m
ax 22 mm
). Theannular space for pipe or conduit larger than nom
1-1/4 in. (32 mm
). diam shall be m
in 1/2 in. to max 1 in. (13 m
m to m
ax 25 mm
). Pipe orconduit to be rigidly supported on both sides of w
all assembly. The follow
ing types and sizes of nonmetallic pipes or conduits m
ay be used:A
.Polyvinyl C
hloride (PVC) Pipe
– Nom
2 in. (51 mm
) diam (or sm
aller) Schedule 40 solid core or cellular core PVC
pipe for use inclosed (process or supply) or vented (drain, w
aste or vent) piping system.
B.
Polyvinyl Chloride (PVC
) Pipe – N
om 3 in. (76 m
m) diam
(or smaller) S
chedule 40 solid core PV
C pipe for use in closed (process or
supply) piping system.
C.
Chlorinated Polyvinyl C
hloride (CPVC
) Pipe – N
om 3 in. (76 m
m) diam
(or smaller) S
DR
11 CP
VC
pipe for use in closed (processor supply) piping system
s.D
.R
igid Nonm
etallic Conduit++
– Nom
3 in. (76 mm
) diam (or sm
aller) Schedule 40 P
VC
conduit installed in accordance with Article
347 of the National E
lectrical Code (N
FPA N
o 70).E
.Electrical N
onmetallic Tubing (EN
T)++ – N
om 1 in. (25 m
m) diam
(or smaller) E
NT form
ed of PV
C, installed in accordance w
ithA
rticle 331 of the National E
lectrical Code (N
FPA N
o. 70).
See
Rigid N
onmetallic C
onduit (DZK
T) andElectrical N
onmetallic Tubing
(FKH
U) categories in the U
L Electrical C
onstructionE
quipment D
irectory for names of m
anufacturers.
F.A
crylonitrile Butadiene Styrene (A
BS) Pipe
– Nom
. 2 in. (51 mm
) diam (or sm
aller) Schedule 40 solid core or cellular core ABS
pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system
s.The hourly T R
ating is dependent on the hourly rating of the wall assem
bly, the pipe or conduit size and whether the pipe is intended
for use as a closed or vented system, as show
n in the following table.
3.Fill, Void or C
avity Materials* – C
aulk, Sealant or Putty – M
in thickness of 5/8 in. and 1-1/4 in. (16 mm
and 32 mm
) of caulk or putty for 1and 2 hr rated w
all assemblies, respectively, applied w
ithin annulus between pipe or conduit and periphery of the opening, flush w
ith bothsurfaces of w
all assembly. A
t the point contact location between pipe or conduit and gypsum
board, a m
in 1/2 in. (13 mm
) diam bead of caulk
or putty shall be applied at the pipe or conduit/wallboard interface on both surfaces of w
all assembly.
3M C
OM
PAN
Y – C
P 25W
B+, IC
15WB
+ caulk, FB-3000 W
T sealant or MP+ Stix putty
(Note: C
P 25W
B+ not suitable for use w
ith CPVC
pipes.)
+++ Bearing the U
L Listing Mark.
* Bearing the U
L Classification M
arking
Nom
Pipe Diam
In. (mm
)
1/2 to 3 (13 to 76)
1/2 to 1-1/4 (13 to 32)
1/2 to 1-1/4 (13 to 32)
1/2 to 1-1/4 (13 to 32)
2 (51)
2 (51)
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
System N
o. W-L-2088
May 23, 2005
F Ratings – 1 and 2 H
r (See Item
1)T R
atings – 0, 1 and 2 Hr (S
ee Item 2)
SECTIO
N A
-A
AA
SECTIO
N A
-A
AA System N
o. W-L-7008
June 15, 2005F R
ating – 1 & 2 H
r (See Item
1)T R
atings – 0 Hr
1.W
all Assem
bly – The 1 and 2 hr fire rated gypsum w
allboard/stud wall assem
bly shall be constructed of the materials and in the m
annerspecified in the individual U
400 Series W
all and Partition D
esigns in the UL Fire R
esistance Directory and shall include the follow
ingconstruction features:
A.
Studs – Wall fram
ing shall consist of steel channel studs to be min 3-1/2 in. (89 m
m) w
ide and spaced max 24 in. (610 m
m) O
C.
Additional 3-1/2 in. (89 m
m) w
ide steel studs shall be used to completely fram
e opening.B
.G
ypsum B
oard* – Thickness, type, number of layers and fasteners as required in the individual W
all and Partition Design. M
ax sizeof opening to be 1216 sq in. (188.5 cm
2) with a m
ax dimension of 38 in. (965 m
m).
The hourly F Rating of the firestop system
is equal to the hourly fire rating of the wall assem
bly in which it is installed.
2.Through Penetran
t – Nom
36 by 30 in. (914 by 762 mm
) (or smaller) N
o. 24 gauge (or heavier) galv steel duct to be installed eitherconcentrically or eccentrically w
ithin the firestop system. A
n annular space of min 0 in. (0 m
m) (point contact) to m
ax 2 in. (51 mm
) isrequired w
ithin the firestop system. S
teel duct to be rigidly supported on both sides of floor or wall assem
bly.
3.Firestop System
– The details of the firestop system shall be as follow
s:A
.Packing M
aterial(Optional) – P
olyethylene backer rod, mineral w
ool batt insulation or fiberglass batt insulation friction-fit intoannular space for 2 hr rated w
all assemblies only. P
acking material to be recessed from
both surfaces of wall to accom
modate the
required thickness of fill material (Item
3B).B
.Fill, Void or C
avity Material* – C
aulk or Sealant – M
in 5/8 in. (16 mm
) thickness of fill material applied w
ithin annulus, flush with
both surfaces of wall assem
bly. At the point contact location betw
een duct and wallboard, a m
in 1/4 in. (6 mm
) diam bead of sealant
shall be applied at the wallboard/duct interface on both surfaces of w
all assembly.
3M C
OM
PAN
Y – C
P 25W
B+ caulk or FB
-3000 WT sealant
C.
Retaining A
ngles – Min 16 gauge galv steel angles sized to lap duct a m
in of 2 in. (51 mm
) and lap wall surfaces of a m
in of1 in. (25 m
m). A
ngles attached to duct on both sides of wall w
ith min 1/2 in. (13 m
m) long, N
o. 10 (or larger) sheet metal screw
sspaced a m
ax of 1 in. (25 mm
) from each end of duct and spaced a m
ax of 6 in. (152 mm
) OC
.
* Bearing the U
L Classification M
arking
3
2
3
1B
1AAA
SECTIO
N A
-A
System N
o. W-L-1146
Septem
ber 03, 2004F R
atings – 1 and 2 Hr (S
ee Item 1)
T Rating – 0 H
r
1.W
all Assem
bly – The 1 or 2 hr fire rated gypsum
wallboard/stud w
all assembly shall be constructed of the m
aterials and in the manner
described in the individual U300 or U
400 Series W
all or Partition D
esign in the UL Fire R
esistance Directory and shall include the
following construction features:
A.
Studs – Wall fram
ing may consist of either w
ood studs or steel channel studs. Wood studs to consist of nom
2 in. by 4 in. (51 mm
by 102 mm
) lumber spaced 16 in. (406 m
m) O
C. S
teel studs to be min 3-1/2 in. (89 m
m) w
ide and spaced max 24 in. (610 m
m) O
C.
When steel studs are used and the diam
of opening exceeds the width of stud cavity, the opening shall be fram
ed on all sides usinglengths of steel stud installed betw
een the vertical studs and screw-attached to the steel studs at each end. The fram
ed opening in thew
all shall be 4 in. to 6 in. (102 to 152 mm
) wider and 4 in. to 6 in. (102 to 152 m
m) higher than the diam
of the penetrating item such
that, when the penetrating item
is centered in the opening, a 2 in. to 3 in. (51 mm
to 76 mm
) clearance is present between the
penetrating item and the
framing in all four sides.
B.
Gypsum
Board* – The gypsum
wallboard type, thickness, num
ber of layers, fastener type and sheet orientation shall be as specifiedin the individual U
300 or U400 S
eries Design in the U
L Fire Resistance D
irectory. Max diam
of opening is 26 in. (660 mm
) for steelstud w
alls. Max diam
of opening is 14-1/2 in. (368 mm
) for wood stud w
alls.
The hourly F Rating of the firestop system
is equal to the hourly fire rating of the wall assem
bly in which it is installed.
2.Through Penetrant – O
ne metallic pipe, conduit or tubing installed either concentrically or eccentrically w
ithin the firestop system. The
annular space between pipe, conduit or tubing and periphery of opening shall be m
in of 0 in. (point contact) to max 2 in. (0 m
m to 51 m
m).
Pipe, conduit or tubing to be rigidly supported on both sides of w
all assembly. The follow
ing types and sizes of metallic pipes, conduits or
tubing may be used:
A.
Steel Pipe – Nom
24 in. (610 mm
) diam (or sm
aller) Schedule 10 (or heavier) steel pipe.
B.
Iron Pipe – Nom
24 in. (610 mm
) diam (or sm
aller) service weight (or heavier) cast iron soil pipe, nom
12 in (305 mm
) diam (or
smaller) or C
lass 50 (or heavier) ductile iron pressure pipe.C
.C
onduit – Nom
6 in. (152 mm
) diam (or sm
aller) steel conduit or nom 4 in (102 m
m) diam
(or smaller) steel electrical m
etallic tubingD
.C
opper Tubing – N
om 6 in. (152 m
m) diam
(or smaller) Type L (or heavier) copper tubing
E.
Copper Pipe
– Nom
6 in. (152 mm
) diam (or sm
aller) Regular (or heavier) copper pipe.
3.Fill, Void or C
avity Materials* – C
aulk or Sealant – M
in 5/8 in. (16 mm
) thickness of fill material applied w
ithin the annulus, flush with
both surfaces of wall. M
in 1/2 in. (13 mm
) diam bead of caulk applied to the penetrant/w
allboard interface at the point contact location onboth sides of w
all.
3M C
OM
PAN
Y – C
P 25W
B+ caulk or FB
-3000 WT sealant.
* Bearing the U
L Classification M
ark
1A
1B
3
2
2
2
3A
1A
3B
1B4
Wall A
ssembly
Rating H
rC
losed (c) orVented (v)
T RatingH
r
2 1 2 2 1 1
c v c
0 0 1 2 1 1
vvv
5N
ON
-ME
TALLIC
PIP
E P
EN
ETR
ATIO
N D
ETA
ILN
.T.S.
4IN
SU
LATE
D P
IPE
PE
NE
TRA
TION
DE
TAIL
N.T.S.
3H
VA
C D
UC
T PE
NE
TRA
TION
DE
TAIL
N.T.S.
1M
ETA
LLIC P
IPE
PE
NE
TRA
TION
DE
TAIL
N.T.S.
6C
OM
BIN
ATIO
N M
ATE
RIA
L PE
NE
TRA
TION
DE
TAIL
N.T.S.
2C
AB
LE P
EN
ETR
ATIO
N D
ETA
ILN
.T.S.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A6.3
12043-01
07-27-12
EAH
TMW
UL P
EN
ETR
ATION
DE
TAILS
1.W
all Assem
bly – The fire-rated gypsum board/steel stud w
all assembly shall be constructed of the m
aterials and in the manner
described in the individual U400 or V
400 Series W
all and Partition D
esign in the UL Fire R
esistance Directory and shall include the
following construction features:
A.
Steel Studs – Steel studs to be m
in 3-5/8 in. (92 mm
) wide and spaced m
ax 24 in. (610 mm
) OC
. The opening in the wall
to accomm
odate the cable tray (Item 2) shall be fram
ed on all sides using lengths of steel stud installed between the
vertical studs and screw-attached to the steel studs at each end. The fram
ed opening in the wall shall be m
in 1/2 in. (13 mm
) tom
ax 6 in. (152 mm
) wider and higher than the w
idth and height of the cable tray such that, when the cable tray is centered in the
opening, a 1/4 to 3in. (6 to 76 mm
) clearance is present between the cable tray and the fram
ing on all four sides.
When the clearance betw
een the cable tray and the framing is less than 2 in. (51 m
m), the T R
ating is 0 hr.
B.
Gypsum
Board* – Tw
o layers of nom 5/8 in. (16 m
m) thick gypsum
board, as specified in the individual Wall and Partition
Design.
2.C
able Tray – Max 24 in. (610 m
m) w
ide by max 4 in. (102 m
m) deep open ladder steel or alum
inum cable tray. C
able tray to consist ofchannel-shaped side-rails w
ith boxed channel rungs spaced 9 in. (229 mm
) OC
. Cable tray centered in fram
ed opening and rigidlysupported on both sides of w
all assembly.
3.C
ables – Aggregate cross-sectional area of cables in cable tray not to exceed 32 percent of the cross-sectional area of the cable tray
based on a max 3 in. (76 m
m) cable loading depth w
ithin the cable tray. Any com
bination of the following types and sizes of
copper conductor cables may be used:
A.
Max 350 kcm
il single-conductor power cables; cross-linked polyethylene (XLPE) insulation.
B.
Max N
o. 2/0 AW
G m
ulticonductor power and control cables; X
LPE
insulation, XLP
E or polyvinyl chloride (PVC
) jacket.C
. M
ax No. 12 A
WG
multiconductor pow
er and control cables; XLP
E insulation, XLPE
or PVC jacket.
D.
Max 7C
No. 12 A
WG
(or smaller) m
ulti conductor power and control cables; X
LPE
insulation, XLPE or polyvinyl chloride (PVC
)jacket.
E.
Max N
o. 18 AW
G R
G 6/U
coaxial cable with P
VC
insulation and jacket.F.
Max 1-10/125 Fiber O
ptic (F.O.) cable w
ith PV
C insulation and jacket.
When cables A
and B are used in steel cable tray, T R
ating is 0 hr.W
hen cables A and B
are used in aluminum
cable tray, T Rating is 1/2 hr.
When cables C
, D, E and F are used in steel cable tray, T R
ating is 1/2 hr.W
hen cables C, D
, E and F are used in aluminum
cable tray, T Rating is 1 hr.
4.Fill, Void or C
avity Materials* –
Intumescent Sheet – R
igid aluminum
foil-faced sheet with galv steel sheet backer. Sheets cut to
tightly follow the contours of the cables around the entire perim
eter of the cable tray and cable fill. Sheets cut to lap a m
in of 2 in. (51mm
)on the w
all on all sides of the opening on both sides of the wall. P
rior to installation, a min 1/4 in. (6 m
m) diam
bead of caulk (Item 7) or a
nom 1/8 by 1/2 in. (3.2 by 13 m
m) ribbon of putty (Item
7A) shall be applied as a gasket approx 1 in. (25 m
m) from
and on all sides of thethrough opening. S
heet to be installed with the galv steel sheet backer exposed (alum
inum foil facing against w
all surface) and secured tosteel fram
ing, through gypsum board layers, w
ith min 1/4 in. (6 m
m) diam
by 2-1/4 in. (57 mm
) long steel screws in conjunction w
ith min
1-1/4 in. (32 mm
) diam steel fender w
ashers. Max spacing of fasteners not to exceed 6 in. (152 m
m) w
ith additional fasteners located oneach side of batted seam
s or slits made to perm
it installation of the sheet around the cable tray.
3M C
OM
PAN
Y – Type CS-195+
5.Steel C
over Strip – M
in 2 in. (51 mm
) wide strip of m
in 0.020 in. (.51 mm
) thick (26 gauge) galv steel centered over entire length ofeach butted seam
or slit made in the intum
escent sheet (Item 5). P
rior to installation of the steel strip, the seam or slit in the
intumescent sheet shall be covered w
ith a nom 1/4 in. (6 m
m) diam
bead of caulk (Item 7) or a nom
1/8 by 1/2 in. (3.2 by 13 mm
) ribbon ofputty (Item
7A). S
teel cover strip secured to galv steel sheet backer of intumescent sheet w
ith steel sheet metal screw
s or steel rivetsspaced m
ax 3 in. (76 mm
) OC
on each side of seam or slit.
6.Fill, Void or C
avity Materials* –
Graphite Seal, C
aulk, Sealant or Putty – O
ne layer of 1/2 in. x 1/16 in. (13 mm
by 1.6 mm
) adhesivebacked graphite intum
escent seal positioned under intumescent sheet around entire perim
eter of through opening or min 1/4 in. (6 m
m)
diam continuous bead of caulk or putty applied to edge of intum
escent sheet at its interface with surface of floor or w
all around entireperim
eter of through opening. Caulk applied to fill all interstices betw
een cables and between cables and w
rap strip (Item 4). C
aulkdepth to be m
in 2 in. (51 mm
) within confines of w
rap strip on both sides of floor or wall assem
bly. Generous application of caulk to be
applied around the base of the cable tray side-rails and contour applied wrap strips at their egress from
the intumescent sheet on both
sides of the wall assem
bly. Caulk also applied to cover all exposed edges of w
rap strips to a min thickness of 1/8 in. (3.2 m
m).
3M C
OM
PAN
Y– E
-FIS or U
ltra GS
seal, CP
25WB
+ caulk, MP
+ Stix putty, IC
15WB
+ caulk or FB-3000 WT sealant
6A.
Fill, Void or Cavity M
aterials* –Putty – A
s an alternate to the caulk (Item 6) w
hen steel cable tray is used, nom 1/4 in. (6 m
m) thick by 2
in. (51 mm
) wide strips of m
oldable putty shall be applied to follow the contours of the cable fill on the top and bottom
of the cable tray priorto installation of the intum
escent sheets (Item 5). M
oldable putty strips installed to project approx 7/8 in. (22 mm
) beyond each face of theintum
escent sheet on each side of the wall assem
bly. After installation of the intum
escent sheets, putty pressed into cable fill and againstintum
escent sheet to fill all openings. Nom
1/2 in. (13 mm
) diam "ropes" of putty applied around cable tray side-rail m
embers at their
egress from the intum
escent sheet and pressed into the intersections. A m
in 1/8 in. (3.2 mm
) thickness of putty shall be applied to coverthe short lengths of w
rap strip installed to fill the channel of the steelcable tray side-rails.
3M C
OM
PAN
Y– M
P+ S
tix
*Bearing the U
L Classification M
arking
A A
1A1B
1A
1B7
45
2
36
5
477 5
23
SECTIO
N A
-A
System N
o. W-L-4004
May 19, 2005
F Rating – 2 H
rT R
atings – 0, 1/2 and 1 Hr (S
ee Items 1A
and 3)
System N
o. C-A
J-1292M
arch 05, 2007F R
ating – 3 Hr
T Rating – 0 H
rL R
ating At A
mbient – Less Than 1 C
FM/sq ft
L Rating A
t 400 F – 2 CFM
/sq ftW
Rating – C
lass 1
4A2
4B
3
AA
2
4B4A
31
SECTIO
N A
-A
2M
ETA
LLIC P
IPE
S - FLO
OR
DE
TAIL
N.T.S.
1C
AB
LE TR
AY
S - W
ALL D
ETA
ILN
.T.S.
1.Floor or W
all Assem
bly– M
in 4-1/2 in. (114 mm
) thick reinforced lightweight or norm
al weight (100-150 pcf or 1600-2400 kg/m
³)concrete. W
all may also be constructed of any U
L Classified
Concrete B
locks*. Max diam
of opening is 6 in. (152 mm
).S
eeC
oncrete Blocks (C
AZT) category in the Fire R
esistance Directory for nam
es of manufacturers.
2.Sleeves – (O
ptional) – The following sleeves m
ay be used:A
.M
etallic Sleeve – Nom
6 in. (152 mm
) diam (or sm
aller) steel Schedule 40 (or heavier) pipe cast or grouted into floor or w
all assembly,
flush with floor or w
all surfaces. As an alternate, nom
6 in. (152 mm
) diam (or sm
aller) sleeve fabricated from nom
0.019 in.(0.48 m
m) thick galv steel cast or grouted into floor or w
all assembly flush w
ith floor or wall surfaces.
B.
Nonm
etallic Sleeve – N
om 6 in. (152 m
m) diam
(or smaller) S
chedule 40 polyvinyl chloride (PV
C) pipe cast or grouted into floor or
wall assem
bly, flush with floor or w
all surfaces.
3.Through Penetrants
– One m
etallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system
. Theannular space shall be m
in 1/2 in. (13 mm
) to max 2-3/8 in. (60 m
m) P
ipe, conduit or tubing to be rigidly supported on both sides of floor orw
all assembly. The follow
ing types of pipe, conduit or tubing may be used:
A.
Steel Pipe – Nom
4 in. (102 mm
) diam (or sm
aller) Schedule 10 (or heavier) steel pipe.
B.
Conduit – N
om 4 in. (102 m
m) diam
(or smaller) steel electrical m
etallic tubing (EMT) or steel conduit.
C.
Copper Tubing
– Nom
3 in. (76 mm
) diam (or sm
aller) Type M (or heavier) copper tubing.
D.
Iron Pipe – Nom
4 in. (102 mm
) diam (or sm
aller) cast or ductile iron pipe.
4.Firestop System
– The firestop system shall consist of the follow
ing:A
.Packing M
aterial – Min 3-3/4 in. (95 m
m) thickness of m
in 4 pcf (64 kg/m³) m
ineral wool batt insulation firm
ly packed into openingas a perm
anent form so that the w
idth of the wool is com
pressed at least 50 percent. Packing m
aterial to be recessed from top surface
of floor or from both surfaces of w
all as required to accomm
odate the required thickness of fill material.
B.
Fill, Void or Cavity M
aterial* – Sealant – M
in 1/4 in. (6 mm
) thickness of sealant applied within the annulus, flush w
ith the topsurface of floor or w
ith both surfaces of wall.
3M C
OM
PAN
Y – FB
-1000 NS
, FB-1003S
L or FB-3000 W
T
*Bearing the U
L Classification M
ark
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
This material w
as extracted and drawn from
the 2007 edition of the UL Fire R
esistance Directory.
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
A6.4
12043-01
07/27/2012
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A1
# DATE REVISION DESCRIPTION ---
A9.0
12043-01
07/27/2012
EAH
TMW
INTER
IOR
ELEVATIO
NS
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com A1 08-07-12 ADDENDUM #1 TMW
A1
A1
A2
A2 08-21-12 ADDENDUM #2 HW
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ON
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TOR
PO
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R A
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EE ELECTR
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6'-0"
3/8" = 1'-0"N
UR
SE
STA
TION
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PLA
STIC
LAM
INA
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AB
INE
TS WITH
WIR
E PULLS
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SE
AS
SC
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PLA
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ES
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S REQ
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R A
ND
DA
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TTH
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CA
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AT
NU
RSE S
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LY
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R (IN
STALLED
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ON
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R) W
/P
LAS
TIC LA
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ATE
WA
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PS
6'-6"2'-0"
PLA
STIC
LAM
INA
TEC
AB
INE
TS WITH
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E PULLS
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SE
AS
SC
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ES
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S REQ
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T 18"A
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ME
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BA
CK
SP
LAS
H A
ND
SID
ES
PLA
SH
META
L SU
PP
OR
TB
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2'-10"
DB15
2'-6"3'-6"
4'-2"
3'-0"
6"4'-10"
2'-1"D
B15
2'-6"
3'-10"
3'-0"
2'-0"
7'-6"9'-6"
6"
3/8" = 1'-0"N
UR
SE
STA
TION
11109
6"6'-6"
2'-0"D
B15
2'-6"3'-6"
3'-0"
9'-0"4'-6"
6"4'-10"
2'-1"D
B15
2'-6"3'-6"
3'-0"
2'-0"
7'-6"
PLA
STIC
LAM
INA
TEC
AB
INE
TS WITH
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SE
AS
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PO
WE
R A
ND
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TA A
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OM
ME
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OM
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LYSISC
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INE
T
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CA
BIN
ET
PA
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IGH
TP
AR
TITION
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RK
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DO
R (IN
STALLED
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/P
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TIC LA
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ATE
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PS
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TE: V
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L TO TH
E S
ITE.
A1
# DATE REVISION DESCRIPTION ---
A9.1
12043-01
07/27/2012
EAH
TMW
INTER
IOR
ELEVATIO
NS
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com A1 08-07-12 ADDENDUM #1 TMW
A1A1
A2 08-21-12 ADDENDUM #2 HW
A2
A2
3/8" = 1'-0"N
OR
TH EA
ST DIA
LYSIS C
HA
SE CABIN
ET (4 STATION
S)2 8'-0" P
ATIE
NT STA
TION
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
8'-0" PA
TIEN
T STATIO
N
3/8" = 1'-0"N
OR
TH W
EST DIALYSIS C
HASE C
ABIN
ET (4 STATION
S)3
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
5"
5"
3/8" = 1'-0"E
AS
T DIA
YLS
IS C
HA
SE
CA
BINE
T (4 STA
TION
S)1
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
8'-0" PA
TIEN
T STATIO
N
NO
TE: D
IALY
SIS
CH
AS
E C
AB
INE
TS S
HA
LLB
E FUR
NIS
HE
D B
Y OW
NE
R'S M
ILLWO
RK
VEN
DO
R A
ND
INSTA
LLED
BY C
ON
TRAC
TOR
.C
ON
TRA
CTO
R S
HA
LL PR
OV
IDE
BLO
CK
ING
IN W
ALLS AS R
EQU
IRED
NO
TE: D
IALY
SIS
CH
AS
E C
AB
INE
TS S
HA
LLB
E FUR
NIS
HE
D B
Y OW
NE
R'S M
ILLWO
RK
VEN
DO
R A
ND
INSTA
LLED
BY C
ON
TRAC
TOR
.C
ON
TRA
CTO
R S
HA
LL PR
OV
IDE
BLO
CK
ING
IN W
ALLS AS R
EQU
IRED
NO
TE: D
IALY
SIS
CH
AS
E C
AB
INE
TS S
HA
LLB
E FUR
NIS
HE
D B
Y OW
NE
R'S M
ILLWO
RK
VEN
DO
R A
ND
INSTA
LLED
BY C
ON
TRAC
TOR
.C
ON
TRA
CTO
R S
HA
LL PR
OV
IDE
BLO
CK
ING
IN W
ALLS AS R
EQU
IRED
NO
TE: O
WN
ER
'S M
ILLWO
RK
VE
ND
OR
SH
ALL PR
OV
IDE SH
RO
UD
S UN
DER
DIA
LYS
IS CA
BIN
ETS A
T ALL LO
CATIO
NS
WH
ER
E D
IALY
SIS
TUB
ING
SLE
EV
ES
EX
ITTH
E SLA
B AND
ALL DR
AIN LO
CATIO
NS.
NO
TE: O
WN
ER
'S M
ILLWO
RK
VE
ND
OR
SH
ALL PR
OV
IDE SH
RO
UD
S UN
DER
DIA
LYS
IS CA
BIN
ETS A
T ALL LO
CA
TION
SW
HE
RE
DIA
LYS
IS TU
BIN
G S
LEE
VE
S E
XIT
THE S
LAB AN
D ALL D
RAIN
LOC
ATION
S.
NO
TE: O
WN
ER
'S M
ILLWO
RK
VE
ND
OR
SH
ALL PR
OV
IDE SH
RO
UD
S UN
DER
DIA
LYS
IS CA
BIN
ETS A
T ALL LO
CA
TION
SW
HE
RE
DIA
LYS
IS TU
BIN
G S
LEE
VE
S E
XIT
THE S
LAB AN
D ALL D
RAIN
LOC
ATION
S.
RE
MO
VA
BLE P
LAS
TIC LA
MIN
ATE
PAN
EL FRO
NTS, C
OO
RD
INATE
CU
T-OU
TS FOR
VALV
E BOX AN
DE
LEC
TRIC
AL ITE
MS
RE
MO
VA
BLE P
LAS
TIC LA
MIN
ATE
PAN
EL FRO
NTS, C
OO
RD
INATE
CU
T-OU
TS FOR
VALV
E BOX AN
DE
LEC
TRIC
AL ITE
MS
RE
MO
VA
BLE P
LAS
TIC LA
MIN
ATE
PAN
EL FRO
NTS, C
OO
RD
INATE
CU
T-OU
TS FOR
VALV
E BOX AN
DE
LEC
TRIC
AL ITE
MS
212 " P
LAS
TIC LAM
INATE
BA
CK
SP
LAS
H TO
MA
TCH
CO
UN
TER
TOP
212 " P
LASTIC
LAMIN
ATE
BA
CK
SP
LAS
H TO
MA
TCH
CO
UN
TER
TOP
212 " P
LAS
TIC LA
MIN
ATEB
AC
KS
PLA
SH
TO M
ATC
HC
OU
NTE
RTO
P
PO
WER
AN
D D
ATA FO
RP
ATIEN
T STA
TION
- SEE
ELE
CTR
ICA
L (TYPIC
AL)
PO
WE
R A
ND
DA
TA FOR
PA
TIEN
T STA
TION
- SEEE
LEC
TRIC
AL (TYP
ICAL)
FULL H
EIG
HT W
ING
WA
LL(TY
PIC
AL)
LINE
OF D
EN
S A
RM
OR
PLU
SW
ALLBOA
RD
BEH
IND
DIALYSIS C
HASE
CA
BIN
ETS TO
48" A.F.F.
LINE
OF D
EN
S A
RM
OR
PLU
SW
ALLBOA
RD
BEH
IND
DIALYSIS C
HASE
CA
BIN
ETS TO
48" A.F.F.
LINE
OF D
EN
S A
RM
OR
PLU
SW
ALLBOA
RD
BEH
IND
DIALYSIS C
HASE
CA
BIN
ETS TO
48" A.F.F.
HIN
GE
D PLAS
TIC LA
MIN
ATE PANEL
FRO
NTS
HIN
GE
D PLAS
TIC LA
MIN
ATE PANEL
FRO
NTS
HIN
GE
D PLAS
TIC LA
MIN
ATE PANEL
FRO
NTS
GE
NER
AL NO
TES - M
ILLWO
RK
1. A
LL MILLW
OR
K INC
LUD
ING
CA
BINE
TS, C
OU
NTE
RTO
PS,
DIA
LYS
IS C
HA
SE
CA
BIN
ETS
AN
D C
OU
NTE
RTO
PS
, WA
LLC
AP
S, W
OO
D TR
IM, E
TC. IS
PR
OV
IDE
D B
Y TH
E O
WN
ER
'SM
ILLWO
RK V
EN
DO
R A
ND
INS
TALLE
D B
Y THE G
.C.
2. TH
E G.C
. SHALL R
EC
EIV
E SHO
P DR
AW
ING
S FRO
M TH
EO
WN
ER
'S M
ILLWO
RK
VE
ND
OR
AFTE
R A
RC
HITE
CT'S
RE
VIE
WFO
R U
SE IN C
OO
RD
INA
TING
BLO
CK
ING
, RO
UG
H O
PENIN
GS,
ETC
. PR
IOR
TO TH
E INS
TALLATIO
N O
F THE M
ILLWO
RK
.
3. CO
NTR
AC
TOR
SH
ALL V
ER
IFY THA
T ALL C
OU
NTE
RTO
PS
INC
LUD
ING
DIA
LYSIS C
OU
NTE
R TO
PS ARE S
ECU
RELY
MO
UN
TED
TO TH
E W
ALL O
R B
AS
E FR
AM
E.
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
8'-0" PA
TIEN
T STATIO
N8'-0" P
ATIE
NT STA
TION
6"
NO
TE: D
IALY
SIS
CH
AS
E C
AB
INE
TS S
HA
LLB
E FUR
NIS
HE
D B
Y OW
NE
R'S M
ILLWO
RK
VEN
DO
R A
ND
INSTA
LLED
BY C
ON
TRAC
TOR
.C
ON
TRA
CTO
R S
HA
LL PR
OV
IDE
BLO
CK
ING
IN W
ALLS AS R
EQU
IRED
NO
TE: O
WN
ER
'S M
ILLWO
RK
VE
ND
OR
SH
ALL PR
OV
IDE SH
RO
UD
S UN
DER
DIA
LYS
IS CA
BIN
ETS A
T ALL LO
CA
TION
SW
HE
RE
DIA
LYS
IS TU
BIN
G S
LEE
VE
S E
XIT
THE S
LAB AN
D ALL D
RAIN
LOC
ATION
S.
RE
MO
VA
BLE P
LAS
TIC LA
MIN
ATE
PAN
EL FRO
NTS, C
OO
RD
INATE
CU
T-OU
TS FOR
VALV
E BOX AN
DE
LEC
TRIC
AL ITE
MS
212 " P
LAS
TIC LA
MIN
ATE
BA
CK
SP
LAS
H TO
MA
TCH
CO
UN
TER
TOP
PO
WE
R A
ND
DA
TA FOR
PA
TIEN
T STA
TION
- SEE
ELE
CTR
ICA
L (TYPIC
AL)
FULL H
EIG
HT W
ING
WA
LL(TY
PIC
AL)
DE
NS
AR
MO
R P
LUS
WALLBO
AR
D BEH
IND
DIALY
SISC
HA
SE
CA
BIN
ETS
TO P
AR
TIAL
HE
IGH
T WA
LL CA
P
HIN
GE
D P
LAS
TIC LA
MIN
ATE
PA
NE
L FRO
NTS
8'-0" PA
TIEN
T STATIO
N
AC
CE
SS PAN
EL IN TO
P OF C
HASE
CA
BIN
ET
AC
CE
SS PAN
EL IN TO
P OF C
HASE
CA
BIN
ET
AC
CE
SS PAN
EL IN TO
P OF C
HASE
CA
BIN
ET
AC
CE
SS
PA
NE
L IN TO
P O
FC
HASE C
ABIN
ET
VA
LVE
BO
XE
S P
RO
VID
ED
BY
OW
NE
R'S
WA
TER
VE
ND
OR
AN
D IN
STA
LLED
BY
CO
NTR
ACTO
R - C
ON
TRA
CTO
R SH
ALLC
OO
RD
INATE D
RAIN
LOC
ATION
S AND
MAK
E FINA
L DR
AIN
CO
NN
ECTIO
NS
PA
INT W
ALL A
BO
VED
IALY
SIS
CH
AS
EC
OU
NTE
RTO
P A
CC
EN
TC
OLO
R (TY
P.), S
EE
SH
EE
TA
2.3
PA
INT W
ALL A
BO
VED
IALY
SIS
CH
AS
EC
OU
NTE
RTO
P A
CC
EN
TC
OLO
R (TY
P.), S
EE
SH
EE
TA
2.3
PA
INT W
ALL A
BO
VED
IALY
SIS
CH
AS
EC
OU
NTE
RTO
P A
CC
EN
TC
OLO
R (TY
P.), S
EE
SH
EE
TA
2.3
PLA
STIC
LAM
INA
TE S
HR
OU
D A
TA
LL DR
AIN
LOC
ATION
S - PR
OV
IDED
BY O
WN
ER
'S MILLW
OR
K VEND
OR
,C
OO
RD
INATE D
RAIN
LOC
ATION
S
PLA
STIC
LAM
INA
TE S
HR
OU
D A
TA
LL DR
AIN
LOC
ATION
S - PR
OV
IDED
BY O
WN
ER
'S MILLW
OR
K VEND
OR
,C
OO
RD
INATE D
RAIN
LOC
ATION
S
BASE A
S SCH
EDU
LED
BASE A
S SCH
EDU
LED
BASE A
S SCH
EDU
LED
CO
NTR
AC
TOR
SH
ALL
PR
OV
IDE
STE
EL
REIN
FOR
CEM
EN
T AND
BLO
CK
ING
IN P
AR
TIAL
HE
IGH
T WA
LL FOR
SU
PPO
RT O
F WA
LL-HU
NG
CH
AS
E C
AB
INE
TS - S
EE
SH
EE
TS A2.0 A
ND
A6.0 FO
RP
AR
TITION
TYP
E
PA
RTIA
L HE
IGH
T WA
LL BY
CO
NTR
AC
TOR
W/ W
ALL C
AP
PR
OV
IDE
D B
Y OW
NER
'SM
ILLWO
RK VE
ND
OR
,IN
STA
LLED B
Y CO
NTR
ACTO
R
3'-6"
2'-1"3'-0"
2'-6"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-6"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-6"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-6"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-1"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-6"1'-9"
3'-0"2'-6"
3'-0"
6"3'-0"
2'-6"3'-0"
2'-6"2'-6"
3'-0"2'-6"
2'-6"3'-0"
2'-6"2'-6"
3'-0"2'-6"
6"3'-0"
6"3'-0"
103
103
103
HO
LLOW
ME
TAL W
IND
OW
TO C
LINIC
MA
NA
GE
R'S
OFFIC
E - PRO
VID
E BLIN
DS
A1
# DATE REVISION DESCRIPTION ---
A9.2
12043-01
07/27/2012
EAH
TMW
INTER
IOR
ELEVATIO
NS
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com A1 08-07-12 ADDENDUM #1 TMW
P-1 A
ME
RIC
AN
STA
ND
AR
D C
AD
ET M
OD
EL 2467.016 W
ATE
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LOS
ET, C
HU
RC
H M
OD
EL 9500C
SE
AT.
P-2
AM
ER
ICA
N S
TAN
DA
RD
0355.012 WA
LL HU
NG
LAV
ATO
RY
WITH
4" CE
NTE
RS
, DE
LTA 2529-H
DF FA
UC
ET,
7723.018 GR
ID S
TRAIN
ER
, TRU
EBR
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HIELD
, LEON
AR
D S
ERIE
S 170-BP MIX
ING
VALVE, J. R
.S
MITH
0723 CO
NC
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D AR
M SU
PPOR
T.
P-3
MU
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P-24
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1.) ALL P
LUM
BIN
G W
OR
K SH
ALL C
OM
PLY W
ITH TH
E 2012 KE
NTU
CK
Y STA
TE PLU
MB
ING
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DE A
ND
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EN
DM
EN
TS.
2.) WO
RK IN
DIC
ATE
D O
N TH
E DR
AW
ING
S IS BA
SE
D O
N B
ES
T AV
AILA
BLE IN
FOR
MA
TION
CO
NC
ER
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G LO
CA
TION
OF E
XIS
TING
EQ
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ME
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RE
S, AN
D P
IPIN
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CO
NTR
AC
TOR
SH
ALL V
ER
IFY THE E
XA
CT LO
CA
TION
OF S
UC
H W
OR
K PR
IOR
TO B
IDD
ING
. EX
ISTIN
G P
LUM
BIN
G D
RA
WIN
GS A
RE N
OT A
VA
ILAB
LE, SO
LOC
ATIO
N A
ND
RO
UTE
OF E
XIS
TING
BU
RIE
D D
RA
IN P
IPIN
G IS
UN
KN
OW
N A
ND
MU
ST B
E FIE
LD V
ER
IFIED
BY
PLU
MB
ING
CO
NTR
AC
TOR
. IF DE
VIA
TION
S IN
EX
ISTIN
G W
OR
K A
RE
DIS
CO
VE
RE
D,
CO
NTR
AC
TOR
SH
ALL N
OTIFY
AR
CH
ITEC
T AN
D E
NG
INE
ER
. SU
BM
ISS
ION
OF B
ID IN
DIC
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S TH
AT A
DE
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ATE
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WA
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ES
HA
VE
BE
EN
MA
DE
.
3.) PLU
MB
ING
CO
NTR
AC
TOR
RES
PON
SIB
LE FOR
PR
OVID
ING
ALL LAB
OR
, MA
TER
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D E
QU
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T NEC
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CO
NS
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TEM
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THE EN
TIRE P
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N O
N TH
ESE D
RA
WIN
GS. O
BTAIN
ALL PER
MITS, FEE
S, AN
D A
NY O
THER
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UR
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CES R
EQU
IRED
BY LOC
AL JUR
ISDIC
TION
STO
THE
EX
EC
UTIO
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F THE
CO
NTR
AC
T.
4.) AR
EA
S WH
ER
E EX
ISTIN
G C
ON
CR
ETE S
LAB IS TO
BE C
UT S
HA
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T BE S
CA
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ED
WITH
AP
PR
OP
RIA
TE INS
TRU
ME
NTS TO
DE
TER
MIN
E THE P
RE
SE
NC
E OF ALL EX
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PIP
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, CO
ND
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. IF UN
DER
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R C
ON
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IT IS DE
TEC
TED, TH
E AREA IS TO
BE D
EM
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ED W
ITH H
AN
D M
ETHO
DS
. PIPING
OR
CO
ND
UIT
CU
T BY
DE
MO
LITION
AC
TIVITY
SH
ALL B
E R
EP
AIR
ED
AT TH
E C
ON
TRA
CTO
R'S
EX
PE
NSE
.
5.) WH
ER
E NE
W S
AN
ITAR
Y DR
AIN
IS CO
NN
EC
TING
TO E
XIS
TING
, CO
NTR
AC
TOR
SH
ALL V
ER
IFY DE
PTH
AN
D LO
CA
TION
OF TH
E EX
ISTIN
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RA
IN P
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R TO
WO
RK A
ND
NO
TIFYA
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ND
EN
GIN
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R IF E
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TING
IS N
OT D
EE
P E
NO
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H TO
INS
TALL N
EW
PIP
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T PR
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PE
.
6.) CO
NTR
AC
TOR
SH
ALL R
OU
GH
-IN U
ND
ER
GR
OU
ND
SA
NITA
RY D
RA
INS A
S HIG
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S PO
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IBLE IN
OR
DE
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PR
OV
IDE M
AX
IMU
M D
RO
P FOR
SLO
PIN
G N
EW
PIPE TO
CO
NN
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TION
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XIS
TING
.
7.) FIELD
VE
RIFY A
LL STR
UC
TUR
AL, M
EC
HA
NIC
AL, A
ND
ELE
CTR
ICA
L CO
ND
ITION
S PR
IOR
TO C
UTTIN
G O
F FLOO
R S
LAB A
ND
STR
UC
TUR
E BE
FOR
E INS
TALLA
TION
OF N
EW
WO
RK
.
8.) CO
OR
DIN
ATE E
XA
CT LO
CA
TION
OF P
LUM
BIN
G P
IPIN
G W
ITH S
TRU
CTU
RA
L ME
MB
ER
S, LIG
HTS
, RE
FLEC
TED
CE
ILING
PLA
NS
, CA
BLE TR
AY
, ELEC
TRIC
AL C
ON
DU
ITS,
DU
CTW
OR
K, MEC
HA
NIC
AL PIPIN
G A
ND
ALL O
THER
TRA
DE
S AND
EXISTIN
G C
ON
DITIO
NS.
9.) WATER
TRA
P PRIM
ERS (ZU
RN
SAN
I-GU
AR
D #Z1022) S
HA
LL BE IN
STALLED
ON
FLOO
R D
RA
INS A
CC
OR
DIN
G TO
PLU
MB
ING
CO
DE
AN
D A
NY
LOC
AL A
ME
ND
ME
NTS
. TAILP
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E M
OU
NTE
D TR
AP
PR
IME
RS
AR
E N
OT A
CC
EP
TAB
LE.
10.) WA
TER
HA
MM
ER
AR
RE
STO
RS TO
BE IN
STA
LLED
PE
R P
LUM
BIN
G C
OD
E AN
D A
NY LO
CA
L AME
ND
ME
NTS
.
11.)RO
UTE P
VC
WA
TER
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OM
BU
STIO
N A
IR IN
TAK
E AN
D E
XH
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ST P
IPIN
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EX
TER
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(THR
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MFR
S. IN
STA
LLATIO
N IN
STR
UC
TION
S AN
D P
ER
AP
PLIC
AB
LE CO
DE R
EQ
UIR
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EN
TS.
12.)PU
BLIC
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MP
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34 "
34 "
34 "
34 "
34 "
12 "
34 "
34 "
34 "
34 "
34 "
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34 "
34 "
12 "12 "
34 "
12 "
12 "12 "
12 "
12 "
12 "
12 "
12 "
34 "
34 "
34 "
34 "
34 "
34 "3
4 "
12 "12 "
P-5A
PR
IVATE
DIA
LYSIS104
127 SQ
.FT.
SO
C. W
OR
KER
/D
IETITIAN120
165 SQ
.FT.
EX
AM122
100 SQ
. FT.
REC
EPTIO
N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STA
FFTO
ILET124
47 SQ
. FT.
STA
FFTO
ILET125
47 SQ
. FT.
STA
FFLO
UN
GE
126187 S
Q. FT.
PA
TIENT
TOILET/
SO
ILED
UTIL.
118
ITC
OM
MR
OO
M131
55 SQ
. FT.
I.W.
12852 S
Q. FT.
PA
TIENT
TOILET
10263 S
Q. FT.
LAB114
107 SQ
. FT.
CLIN
ICM
ANAG
ER113
104 SQ
. FT.
MED
REC
OR
DS
11749 S
Q. FT.
STO
RA
GE
129780 S
Q. FT.
BLE
ACH
SIN
K110
WAITIN
GR
OO
M100
424 SQ
. FT.
HAN
DW
ASH
SIN
K111
HAN
DW
ASH
SIN
K112
RE
PAIR
FTM130
140 SQ
. FT.
MED
105
BLE
ACH
SIN
K115
HA
ND
ICAP
HAN
DW
ASH106
HAN
DW
ASH
SIN
K107
NU
RS
E S
TATION
108
NU
RS
E S
TATION
109
CO
ATS
101
UTILITY
RO
OM
12752 S
Q. FT.
CO
RR
IDO
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WA
TER
TRE
ATMEN
T133
AC
ID/B
ICAR
B132
TRE
ATM
EN
T RO
OM
103
CO
RR
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R119
P-25
34 "
114 "
P-14A
FIRE SP
RIN
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ATE
R SE
RV
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ISER AN
D SH
ELLB
UILD
ING
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PR
INK
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Y LAN
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PR
INK
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M M
OD
IFICA
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S FOR
TEN
AN
TIM
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EN
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STIC
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TER
SE
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, ME
TER
AN
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ENTER
BY LAND
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TER
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ED
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CO
NN
EC
T TO 2" W
ATER
STU
B.
CO
OR
DIN
ATE LO
CA
TION
WITH
LAN
DLO
RD
.
34 "
114 "
1"1"
1"
34 "
114 "
114 "
114 "
114 "
114 "
114 "
114 "
112 "
112 "
114 "
112 "
114 "
112 "
114 "
112 "
114 "
112 "2"
112 "2"
2"
112 "
1"1"
TYP
E "K
" CO
PP
ER
BE
LOW
SLA
B, N
O JO
INTS
# DATE REVISION DESCRIPTION ---
P1.0
12043-01
07/27/2012
JAA
DA
R
WA
TER
PLANA
ND
SC
HE
DU
LES0
4'-0"2'-0"
8'-0"
SC
ALE
: 1/4" = 1'-0"
WATER
PLAN
SC
ALE
: 1/4" = 1'-0"
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR
VAC
UU
M R
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PR
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ATE
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THE
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IMA
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ATE
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S TO
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ERE AS R
EQ
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ED BY LO
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EC
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OD
ES.
PR
IMAR
Y ISO
LATIO
N V
ALVE M
UST PR
ECED
ETH
ER
MA
L EX
PA
NS
ION
TAN
K. N
O V
ALV
ES
SH
ALL BE INSTALLED
BETWEE
N E
XPAN
SION
TAN
K A
ND
WA
TER
HE
ATE
R IN
LET.
AS
ME
T&P
RE
LIEF V
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OD
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THE
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NK
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IMA
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N V
ALV
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R W
ATE
R H
EA
TER
.R
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TE AIR
INTA
KE & E
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AU
ST P
IPIN
G TH
RU
RO
OF (S
CH
. 40 PV
C). TE
RM
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TE PIP
ING
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UR
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NS
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NT W
ITH M
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S & LOC
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E REQ
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EMEN
TS.
RO
UTE
RE
LIEF V
ALV
E D
ISC
HA
RG
E P
IPE
FULL S
IZE TO
6" A.F.F. (TO
FLOO
R S
INK
WITH
AIR
GA
P W
HE
RE
AP
PLIC
AB
LE)
GA
S P
IPIN
G B
YM
ECH
ANIC
AL CO
NTR
ACTO
R
DR
IP LEG
8" MIN
.
SAFE
TY CO
NTR
OL
VA
LVE
GAS PR
ESSU
RE R
EGU
LATO
R AS R
EQ'D
(VEN
T PER
CO
DE)
GAS C
OC
K
INS
TALL C
ON
DE
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ATE D
RA
INC
ON
SIS
TEN
T W/ M
FG'R
S INS
TRU
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NS
NO
T TO S
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LE - 2
PRO
CE
SS WATER
HEATER
PIP
ING
DIA
GR
AM
RO
UTE R
ELIE
F VA
LVE D
ISC
HA
RG
E PIP
E FULL S
IZE TO 6"
A.F.F. (TO
FLOO
R S
INK
WITH
AIR
GA
P W
HE
RE
AP
PLIC
AB
LE).
UN
ION
DR
IP LEG
8" MIN
.
SAFE
TY CO
NTR
OL
VA
LVE
GAS PR
ESSU
RE R
EGU
LATO
R AS R
EQ'D
(VEN
T PER
CO
DE)
GAS C
OC
K
INS
TALL C
ON
DE
NS
ATE D
RA
INC
ON
SIS
TEN
T W/ M
FG'R
S INS
TRU
CTIO
NS
UN
ION
P-3
12 "12 "
34 " 3
4 "
12 "
P-15A
P-23
34 "
P-2 12 "
P-3
34 "
P-2
12 "
P-3
12 "12 "
P-5
12 "
12 "
P-3
12 "
P-8
12 "12 "
34 "
34 "
34 "3
4 "
12 "12 "
P-2
P-7
114 " 1
14 "
34 "
112 "
112 "
34 "
34 "
34 "
34 "
34 "
34 "
12 "
34 "
34 "
34 "
12 " 12 "
P-3
34 "
2"
P-3
34 "
P-3
P-3H
12 "3
4 "
P-3
P-3
P-4
BALAN
CIN
GV
ALV
ES
P-3
P-3
P-1
P-1
P-2
P-1
P-1
34 "
12 "P
-5A
TYP
E "K
" CO
PP
ER
BE
LOW
SLA
B, N
O JO
INTS
TYP
E "K
" CO
PP
ER
BE
LOW
SLA
B, N
O JO
INTS
34 "
12 "
12 "
12 "
12 "
12 "
12 "
34 "
34 "
12 "
12 "
12 "
34 "
12 "
P-25
2"
MO
UN
T RP
BP
'S 3'
TO 5' A
BOVE TH
EFIN
ISH
ED
FLOO
R
DO
ME
STIC
WA
TER
HE
ATE
R,W
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PR
OC
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ATE
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TER
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OD
EL
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ER
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S
HW
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ME
RG
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CY
SH
OW
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PM
)
EM
ER
GE
NC
Y S
HO
WE
R M
IXIN
G V
ALV
EA
SSEM
BLY IN S
UR
FACE M
OU
NTED
STA
INLE
SS S
TEEL C
ABIN
ET.
T&P
RE
LIEF
VA
LVE
114 "
114 "
114 "
114 "
112 "
112 "
P-24
34 "
34 "
34 "
HO
SE BIBB (IN
TER
IOR
)
EM
ERG
EN
CY S
HO
WER
TOTA
L DO
ME
STIC
W.S
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PA
TIEN
T SIN
KS
LAVATO
RY
FIXTUR
E
44.0
85.9
EQ
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NT LO
AD D
EM
AN
D G
PM =
NO
TE: SYS
TEM
IS PR
ED
OM
INA
TELY FLU
SH TA
NK
70.2544.25
TOTA
L
8.0
3.0
26.0
16.0
W.S
.F.U.
DO
MES
TIC FIXTU
RE U
NIT SC
HED
ULE
3.0-
1.51.5
1.51.5
C.
H.
12.012.0
P-25
P-9
P-3, 3H
, 4,15A
P-2
LAB
EL
TOTA
L W.S
.F.U.
3.0-
19.519.5
6.06.0
HO
TC
OLD
13.0
132.0
42.0 T.
QTY
.
116.0
12.012.0
LOU
NG
E SINK
2.0P
-51.5
1.52.0
1.51.5
1
P-5A
ICE
MA
KE
R1
0.50.5
-0.5
0.5-
LAUN
DR
Y TRAY
P-7
1.41
1.4
AN
SI S
TAN
DA
RD
Z358.1-5.4.2 FOR
EM
ER
GE
NC
Y S
HO
WE
RS
(23 GP
M)
*
*
1.01.0
1.01.0
MO
P B
AS
INP
-83.0
2.252.25
3.02.25
2.251
(20 gpm) 20.0
PR
OC
ES
S W
ATE
R D
EM
AN
D =
105.4TO
TAL CO
MBIN
ED
WA
TER
DE
MA
ND
W.S
.F.U. =
BED
PAN
WASH
ER2.5
2.5-
P-14A
2.5-
12.5
EM
ER
GE
NC
Y E
YE
WA
SH
P-24
12.0
3.02.0
2.03.0
2.0
AR
A D
IALY
SIS
CLIN
IC
BA
LAN
CIN
G V
ALV
E
HO
T WA
TER
RE
TUR
N P
IPIN
G
ELB
OW
DO
WN
ELBO
W U
P
BA
LL VA
LVE
CO
LD W
ATE
R PIP
ING
HO
T WATER
PIP
ING
EX
ISTIN
G C
OLD
WA
TER
NA
TUR
AL G
AS
PIP
ING
G
NO
TE:
PLU
MB
ING
CO
NTR
AC
TOR
TO SU
PPLY A
ND
INS
TALL A
LL ABO
VE SC
HED
ULED
WATER
HEATER
S.P
LUM
BIN
G C
ON
TRA
CT TO
INC
LUD
E PLA
CE
ME
NT O
F WA
TER
HE
ATE
RS
, CO
MP
LETE AIR
INTA
KE PIP
ING
,C
OM
PLE
TE E
XH
AU
ST (FLU
E) G
AS
PIP
ING
, T&P
RE
LIEF V
ALV
E P
IPIN
G A
ND
ALL D
OM
ES
TIC W
ATE
RP
IPIN
G A
S SH
OW
N O
N W
ATE
R P
IPIN
G P
LAN
, WA
TER
PIP
ING
ISO
ME
TRIC
AN
D W
ATE
R H
EA
TER
INS
TALLA
TION
MA
NU
AL. P
OW
ER
SH
ALL B
E B
Y E
LEC
TRIC
AL C
ON
TRA
CTO
R. N
ATU
RA
L GA
S P
IPIN
GS
HALL B
E BY M
ECH
ANIC
AL CO
NTR
ACTO
R.
A.O
. SM
ITH
WA
TER
HE
ATE
R SC
HE
DU
LE
WH
-1
MAR
KN
UM
BE
R
BTH
-120
MO
DEL
CYC
LON
E
MFG
.
120 MB
H
BTU
-INS
IZE
60 GA
L.
TANK
DO
ME
STIC
SER
VICE
138 GP
H
REC
OVER
Y@
100° TR
114 MB
H
BTU
-OU
T
4" PV
C
VEN
TS
IZE
4" PV
C187 M
BH
227 GP
H100 G
AL.
199 MB
HC
YCLO
NE
BTH
-199A
.O. S
MITH
WH
-2PR
OC
ESS4
--
P-1
WA
TER
CLO
SE
T
DR
INK
ING
FOU
NTA
INP
-230.5
10.5
0.5-
0.5-
HO
SE
BIB
B (E
XTE
RIO
R)
-3.0
-E
XIS
TING
--
13.0
5.05.0
20.020.0
EM
ER
G. E
YE
WA
SH
TO C
ON
TRO
LLING
FIXTU
RE
(5.0 psi)
330 ft.
3.0 psi/100'
(30.0 psi)
10 psi
73 psig
AN
SI S
TAN
DA
RD
Z358.1-5.4.2 FOR
EM
ER
GE
NC
Y S
HO
WE
RS
(EY
E W
AS
HE
S)
*
*
MIN
IMU
M P
RE
SSU
RE AT P
RV O
UTLE
T
WATER
DISTR
IBUTIO
N D
ESIGN
TOTA
L WA
TER
DE
MA
ND
FRO
M FIX
TUR
E UN
IT SCH
EDU
LE = 44 gpm
TOTAL FR
ICTIO
N LO
SS
AV
AIL.
MIN
. PR
ES
SU
RE
@ FIX
TUR
E S
UP
PLY
ALLO
WA
BLE
PR
ES
SU
RE
DR
OP
/100'
TOTA
L EQ
UIV
. FT. OF PIP
ING
EM
ER
G. EW
MIX
ING
VALV
E PRESS
. DR
OP
FUR
THE
ST FIX
TUR
E
-
540 ft.
6.8 psi/100'
(8.0 psi)
37 psi
73 psig2" W
ATE
R M
ETE
R(2 psig)
(2 psig)E
NTR
ANC
E RPBP
(11 psig)(11 psig)
THE D
ESIG
N PR
ESSU
RE D
RO
P/100' WILL BE S
ET @ 3.0 P
SI/100'W
ITH A
LIMITIN
G V
ELO
CITY
OF 6 FT./S
EC
..
WATER
SER
VICE PR
ESSU
RE D
RO
P(15 psig)
(15 psig)
2"
114 "
114 "
114 "
34 "
1"
114 "
1"
1"
1"1
14 "
114 "
112 "
112 "
112 "
114 "
114 "
112 "
114 "
114 "
112 "
112 "
2"
112 "
2" DO
ME
STIC
WA
TER
SE
RV
ICE
, ME
TER
AN
D B
AC
KFLO
WP
REV
ENTER
BY LAND
LOR
D. P
LUM
BER
SH
ALLC
ON
NE
CT TO
2" WA
TER
STU
B P
RO
VID
ED
BY
LAN
DLO
RD
.
CO
NN
EC
T TO 2" W
ATER
STU
B.
CO
OR
DIN
ATE LO
CA
TION
WITH
LAN
DLO
RD
.
1"1"
1"1"
1" 1"
12 "
P-14A
34 "
# DATE REVISION DESCRIPTION ---
P1.1
12043-01
07/27/2012
DA
R
DS
D
WA
TER
ISO
METR
IC
WATER
ISOM
ETR
ICN
OT TO
SC
ALE
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR
STA
CK
CLE
AN
OU
TSC
O
HO
RIZO
NTA
L WA
STE
HO
RZ. W
.
WV
WE
T VE
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13
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112 "V
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P-18
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E DE
TAIL 2
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127 SQ
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SO
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/D
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165 SQ
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AM122
100 SQ
. FT.
REC
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N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STA
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47 SQ
. FT. STA
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47 SQ
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GE
126187 S
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PA
TIENT
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SO
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ITC
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55 SQ
. FT.
I.W.
12852 S
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PA
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10263 S
Q. FT.
LAB114
107 SQ
. FT.
CLIN
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104 SQ
. FT.
MED
REC
OR
DS
11749 S
Q. FT.
STO
RA
GE
129780 S
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BLE
ACH
SIN
K110
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424 SQ
. FT.
HAN
DW
ASH
SIN
K111
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DW
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PAIR
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140 SQ
. FT.
MED
105
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ND
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DW
ASH106
HAN
DW
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SIN
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NU
RS
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TATION
108
NU
RS
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TATION
109
CO
ATS
101
UTILITY
RO
OM
12752 S
Q. FT.
CO
RR
IDO
R123
WA
TER
TRE
ATMEN
T133
AC
ID/B
ICAR
B132
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ATM
EN
T RO
OM
103
CO
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W/FFC
DR
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GE S
CH
EDU
LE
FIXTUR
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TAL
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BE
LQ
TY.
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112 "
112 "
112 "
P-1
4"6
424
WA
TER
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SE
T
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RY
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14
4
EX
AM
SIN
KP
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1.513
19.5
LOU
NG
E SINK
P-5
1.51
1.5
LAUN
DR
Y TRAY
P-7
1.51
1.5
31
3
22
4
44
16
MO
P SINK
P-8
3"
VA
LVE
BO
X-
2"4"4"
P-18
4" FLOO
R S
INK
P-19
TREN
CH
DR
AIN4
14
AR
A D
IALY
SIS
CLIN
IC--
-2" FLO
OR
DR
AINP
-18A-
44
164" FLO
OR
DR
AINP
-174"
TOTAL D
RA
INA
GE FIXTU
RE U
NITS =
120.0
46
243" FLO
OR
DR
AINP
-163"
112 "
LAUN
DR
Y TRAY
P-7A
1.51
1.5
112 "
P-23
DR
INK
ING
FOU
NTAIN
11
1
FIRE SP
RIN
KLER
RISER
BY LAN
DLO
RD
P-3
P-7A
P-24
IND
IVIDU
AL VALVE
BO
X. S
EE D
ETA
IL 4O
N S
HE
ET P
4.1
AD
JAC
EN
T TEN
ANT SPAC
EX
XX
4"
4" CO
W/FFC
4"W-4"W
CO
-2"V
# DATE REVISION DESCRIPTION ---
P2.0
12043-01
07/27/2012
JAA
DA
R
DR
AIN
PLANA
ND
SC
HE
DU
LES
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
DR
AIN
PLA
NS
CA
LE: 1/4" = 1'-0"
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR
STA
CK
CLE
AN
OU
TSC
O
HO
RIZO
NTA
L WA
STE
HO
RZ. W
.
WV
WE
T VE
NT (W
AS
TE)
DR
AIN S
TACK
WITH
WA
LL CLE
AN O
UT
VE
NT TH
RU
RO
OF
WITH
FLUS
H FLO
OR
CO
VER
WALL C
LEAN
OU
T
CLE
AN
OU
T
STAC
K VENT
CIR
CU
IT VEN
T
STA
ND
PIP
E
DS
COSV
W/W
CO
VTR
CV
SP
WC
O
W/FFC
VEN
T
WA
STE
VW
EX
ISTIN
G S
AN
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Y P
IPIN
G
NE
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MV
SM
AIN VE
NT STAC
K
POC
PO
INT O
F CO
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PC
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ON
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EN
TR
V
EQ
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EQ
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UT
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N VEN
T
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W FIN
ISH
ED
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L WA
STE
AR
MH
WA
INV
ER
T ELE
VA
TION
IE
PO
INT O
F CO
NN
ECTIO
N
OW
NER
FUR
NISH
ED, IN
STALLED
BY CO
NTR
ACTO
RO
FIC
2"
P-17
4" CO
W/FFC
EX
ISTIN
G S
AN
ITAR
Y TO
EX
ISTIN
G M
UN
ICIP
AL
SEW
ER.
CO
NN
EC
T TO E
XIS
TING
SA
NITA
RY
SE
WE
R S
TUB
. FIELD
VE
RIFY
EX
AC
TLO
CA
TION
, SIZE
AN
D D
EP
TH.
2"
P-18
2"
P-18
2"P
-7A1
12 "
P-19
112 "
P-16
2"
P-18
2"P-18
4" CO
W/FFC
112 "
P-16
P-3
112 "
P-7
2"
112 "
P-16
2"
P-1
4"
2"
P-1
P-3
112 "
112 "
P-16
4" CO
W/FFC
P-2
2"WC
O
2"P
-17
112 "
P-8
2"
P-17
P-5
2"
112 "
P-3
112 "
P-3
112 "
P-3
2"3" C
OW
/FFC2"
2"
2"
P-2
2"
2"
P-1
3"MV
112 "
P-2
2"P
-11
12 "
P-23
2"
112 "
P-4
2"
3" CO
W/FFC
112 "
P-3
2"
112 "P
-15A
2"
112 "
P-3
2"
112 "
2"
2"W-2"W
CO
4" CO
W/FFC
112 "P
-16
P-3
2"
112 "
P-16
P-3
2"
112 "V
-112 "W
CO
2"W-2"W
CO
ISLAND
VEN
TING
112 "V
-112 "W
CO
112 "V
-112 "W
CO112 "V
-112 "W
CO
P-3H
2"W-2"W
CO
ISLAND
VEN
TING
112 "
2"
112 "
112 "
IND
IVIDU
AL VALVE
BO
X. S
EE D
ETA
IL 2O
N S
HE
ET P
4.1
2"
2"
2"W-2"W
CO
112 "V
-112 "W
CO
2"
2"W-2"W
CO
2"
112 "V
-112 "W
CO
112 "V
-112 "W
CO
P-3
P-3
112 "V
-112 "W
CO
3"
3"
3"
3"
2"
2"
3"3"
3"3"
3"
4"
4"
4"
4"
3"
3" VTR
2"1
12 "
112 "
112 "
3" VTR
3"
3" VTR 3"
3"
2" 4"
4"
4"4"
4"
4"
2"
4"
2"
3" VTR
212 "
4"
4"
4"
2"
2"
212 "
4"
4"
4"
2"
2"
112 "
2"
112 "
2"
4"4"4"
4"
4"
2"
3"
3"
4"
4"
4"
2"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"4"
4"3"
3"
3"
4"
4"
4"
112 "
112 "
2"
212 "
2"
2"
2"
2"
112 "
2"
2"
2"
2"
112 "
112 "
112 "
2"
2"2"
212 "
2"
2"
112 "
112 "
4" CO
W/FFC
IND
IVIDU
AL VALVE
BO
X. S
EE D
ETA
IL 4O
N S
HE
ET P
4.14"
4"
4" CO
W/FFC
DR
AINA
GE S
CH
EDU
LE
FIXTUR
ETO
TAL
D.F.U
.TR
APLA
BE
LQ
TY.
112 "
112 "
112 "
112 "
P-1
4"6
424
WA
TER
CLO
SE
T
LAVATO
RY
P-2
14
4
EX
AM
SIN
KP
-'X'
1.513
19.5
LOU
NG
E SINK
P-5
1.51
1.5
LAUN
DR
Y TRAY
P-7
1.51
1.5
31
3
22
4
44
16
MO
P SINK
P-8
3"
VA
LVE
BO
X-
2"4"4"
P-18
4" FLOO
R S
INK
P-19
TREN
CH
DR
AIN4
14
AR
A D
IALY
SIS
CLIN
IC--
-2" FLO
OR
DR
AIN
P-18A
-
44
164" FLO
OR
DR
AIN
P-17
4"
46
243" FLO
OR
DR
AIN
P-16
3"
112 "
LAUN
DR
Y TRAY
P-7A
1.51
1.5
112 "
P-23
DR
INK
ING
FOU
NTA
IN1
11
3"CO
212 "
4" CO
W/FFC
4" WC
O
4" WC
O
4" WC
O
4" WC
O
4" WC
O
4" WC
O
# DATE REVISION DESCRIPTION ---
P2.1
12043-01
07/27/2012
DA
R
DS
D
DR
AIN
ISO
METR
ICA
ND
SC
HE
DU
LESD
RA
IN ISO
ME
TRIC
NO
T TO S
CA
LE
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR
EX
ISTIN
G P
RO
JEC
T CO
ND
ITION
S, A
S TH
EY
AP
PE
AR
ON
THE
SE
DR
AW
ING
S,
SU
CH
AS AR
CH
ITEC
TUR
AL AN
D S
TRU
CTU
RA
L BUILD
ING
CO
MPO
NEN
TS,M
ECH
AN
ICA
L AND
ELECTR
ICAL E
QU
IPM
EN
T, PIPIN
G, D
UC
TWO
RK,
RO
UG
H-IN
S AN
D O
THE
R M
ISC
ELLA
NE
OU
S CO
NS
TRU
CTIO
N, H
AV
E BE
EN
GATH
ER
ED
AN
D TR
AN
SFER
RED
FRO
M P
REV
IOU
S CO
NS
TRU
CTIO
ND
RA
WIN
GS. W
HILE SU
CH
INFO
RM
ATIO
N H
AS BEE
N C
OLLEC
TED AN
DIN
TERPR
ETED W
ITH R
EAS
ON
ABLE C
ARE, TH
E AR
CH
ITECT AN
D EN
GIN
EERD
O N
OT A
SS
UM
E A
NY
EX
PR
ES
SE
D O
R IM
PLIE
D G
UA
RA
NTE
E TH
AT
CO
ND
ITION
S SO
IND
ICA
TED
AR
E EN
TIRE
LY CO
MP
LETE
, CO
RR
EC
T AND
REP
RE
SEN
TATIVE O
F THO
SE AC
TUA
LLY EXIS
TING
. ALL CO
NTR
ACTO
RS
SH
ALL P
RO
VE TO
THE
MS
ELV
ES A
S TO A
LL EX
ISTIN
G C
ON
DITIO
NS P
RIO
R TO
BID
DIN
G, A
ND
VE
RIFY A
LL DIM
EN
SIO
NS A
T THE S
ITE.
EX
ISTIN
G C
ON
DITIO
NS
A.) P
LUM
BIN
G C
ON
TRA
CTO
R S
HA
LL INS
TALL S
CH
. 40 PVC
SLE
EV
ING
RO
UTED
IN M
OS
T DIR
EC
T MA
NN
ER P
OS
SIBLE. SLE
EVE S
HA
LL BE IN
STALLE
D TR
UELY FLA
T. ALL
BE
ND
S S
HA
LL BE
MA
DE
WITH
45° BE
ND
S. (90° E
LBO
WS
AR
E N
OT A
LLOW
ED
). P.C
. SH
ALL IN
STA
LL (2) HE
AV
Y D
UTY
PU
LL STR
ING
S IN
SLE
EV
ING
FOR
WA
TER
VE
ND
OR
INS
TALLA
TION
OF S
DS TU
BIN
G. P
LUM
BIN
G C
ON
TRA
CTO
R S
HA
LL TER
MIN
ATE PVC
6" AFF IN
DIALYS
IS CO
UN
TERS. SE
E DE
TAILS O
N S
HE
ET P4.1.
B.) P
LUM
BIN
G C
ON
TRA
CTO
R S
HA
LL FILL THE SLEE
VE O
PEN
ING
S WITH
A NO
N-H
ARD
EN
ING
FOA
M TO
A DE
PTH
OF A
PP
RO
XIM
ATLY 12" A
FTER
WA
TER V
EN
DO
R IN
STALLS
TUB
ING
.
C.) S
EE SH
EETS P4.1 A
ND
WATER
TRE
ATME
NT V
END
OR
DR
AWIN
GS FO
R A
DD
ITION
AL IN
STALLATIO
N IN
STR
UC
TION
S FOR
PRO
CES
S PIPIN
G S
HO
WN
ON
THESE P
LAN
S.
D.) R
EFE
R TO
SH
EE
T P4.1 FO
R R
.O. TU
BIN
G S
PEC
IFICS A
ND
DETAILS B
ENE
ATH
CO
UN
TER A
RE
AS.
E.) S
EE W
ATE
R TR
EA
TME
NT VE
ND
OR
DR
AW
ING
S FOR
DIVIS
ION
BETW
EE
N O
WN
ER S
UP
PLIE
D EQ
UIP
ME
NT/IN
STALLATIO
N A
ND
ME
CH
ANIC
AL PIPIN
G C
ON
TRAC
T.
F.) DIS
CH
AR
GE
PIP
ING
FRO
M A
LL R.O
. EQ
UIP
ME
NT S
HA
LL HA
VE
AP
PR
OP
RIA
TE C
OD
E D
ES
IGN
ED
AIR
GA
PS
TO S
AN
ITAR
Y D
RA
INA
GE
SY
STE
M - S
EE
WA
TER
TRE
ATM
EN
TV
END
OR
DR
AWIN
GS FO
R S
PEC
IFICS O
F R.O
. EQ
UIP
ME
NT D
ISCH
ARG
E PIPING
.
G.) A
LL PO
TAB
LE AN
D N
ON
-PO
TAB
LE WA
TER P
IPIN
G SH
ALL BE D
IFFERE
NTIA
LLY TAGG
ED
AND
LAB
ELE
D C
ON
SIS
TEN
T WITH
THE R
EQ
UIR
EME
NTS O
F SEC
TION
S 608.8TH
RO
UG
H 608.8.3 O
F THE
2003 IPC
.
H.) A
LL 90° BE
ND
S FOR
SLE
EV
ES MU
ST B
E FAB
RIC
ATE
D FR
OM
(2) 45° FITTING
S.
I.) SE
E WA
TER
TRE
ATM
EN
T VEN
DO
R D
RAW
ING
S FOR
RO
UTIN
G O
F R.O
. & SD
S TUB
ING
(BY W
ATE
R TR
EATM
EN
T VEN
DO
R).
J.) PLU
MB
ING
CO
NTR
AC
TOR
SH
ALL R
EFER
TO W
ATE
R TR
EATM
EN
T VE
ND
OR
DR
AW
ING
S FOR
AD
DITIO
NA
L PLU
MB
ING
RE
QU
IREM
EN
TS NEE
DED
PR
IOR
TO W
ATE
RV
END
OR
EQU
IPMEN
T INSTALLATIO
N.
K.) P
LUM
BIN
G C
ON
TRA
CTO
R S
HA
LL VER
IFY ALL RO
UTIN
G O
F OVE
RH
EAD
R.O
. WITH
ARA P
RO
JECT M
AN
AG
ER
AND
WATER
TREATM
ENT VEN
DO
R.
L.) ALL P
IPIN
G C
ON
VE
YIN
G N
ON
-POTA
BLE WA
TER
SHALL BE P
ERM
AN
EN
TLY IDE
NTIFIE
D B
Y DIS
TINC
TIVE Y
ELLO
W PA
INT, O
R O
THER
CO
DE A
PPR
OV
ED
MA
RK
ING
S,
MA
KIN
G S
UC
H P
IPIN
G A
ND
VA
LVE
S R
EA
DILY
DIS
TING
UIS
HA
BLE
FRO
M P
IPIN
G C
AR
RY
ING
PO
TAB
LE W
ATE
R.
M.) D
EA
D LE
G D
ISTA
NC
E S
HA
LL PR
EFE
RA
BLY
BE
LES
S TH
AN
6" AN
D S
HA
LL NO
T EX
CE
ED
12".
N.) A
ME
RIC
AN
RE
NA
L ASSO
CIATES S
HA
LL RE
VIE
W ALL C
ON
NEC
TION
S.
O.) A
LL PIP
E, TU
BIN
G A
ND
FITTING
S FOR
THE P
RO
CE
SS LO
OP S
HALL B
E FUR
NISH
ED
AN
D IN
STA
LLED
BY TH
E WA
TER
TREA
TME
NT VE
ND
OR
.
1514
1716
34
12
VALVE
78 56
1112
910
VALVE
VALVE VALVE VALVE
13
PR
IVATE
DIA
LYSIS104
127 SQ
.FT.
SO
C. W
OR
KER
/D
IETITIAN120
165 SQ
.FT.
EX
AM122
100 SQ
. FT.
REC
EPTIO
N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STA
FFTO
ILET124
47 SQ
. FT.
STA
FFTO
ILET125
47 SQ
. FT.
STA
FFLO
UN
GE
126187 S
Q. FT.
PA
TIENT
TOILET/
SO
ILED
UTIL.
11851 S
Q. FT.
ITC
OM
MR
OO
M131
55 SQ
. FT.
I.W.
12852 S
Q. FT.
PA
TIENT
TOILET
10263 S
Q. FT.
LAB114
107 SQ
. FT.
CLIN
ICM
ANAG
ER113
104 SQ
. FT.
MED
REC
OR
DS
11749 S
Q. FT.
STO
RA
GE
129780 S
Q. FT.
BLE
ACH
SIN
K110
WAITIN
GR
OO
M100
424 SQ
. FT.
HAN
DW
ASH
SIN
K111
HAN
DW
ASH
SIN
K112
RE
PAIR
FTM130
140 SQ
. FT.
MED
105
BLE
ACH
SIN
K115
HA
ND
ICAP
HAN
DW
ASH106
HAN
DW
ASH
SIN
K107
NU
RS
E S
TATION
108
NU
RS
E S
TATION
109
CO
ATS
101
UTILITY
RO
OM
12752 S
Q. FT.
CO
RR
IDO
R123
WA
TER
TRE
ATMEN
T133
AC
ID/B
ICAR
B132
TRE
ATM
EN
T RO
OM
103
CO
RR
IDO
R119
6" PV
C S
LEE
VE
RO
UTED
UN
DER
SLA
B.
6" PV
C S
LEE
VE
RO
UTED
UN
DER
SLA
B.
6" PV
C S
LEE
VE
RO
UTED
UN
DER
SLA
B.
6" PV
C S
LEE
VE
RO
UTED
UN
DER
SLA
B.
6" PV
C S
LEE
VE
RO
UTED
UN
DER
SLA
B.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
AN
TICIP
ATE
D TU
BIN
G R
OU
TE. (TY
P.) C
ON
TRA
CTO
R TO
CO
OR
DIN
ATE A
ND
VE
RIFY S
LEE
VIN
G LO
CA
TION
S &R
OU
TING
WITH
EX
ISTIN
G A
ND
NE
W U
ND
ER
FLOO
RP
IPIN
G, FO
OTIN
GS
, AR
A PR
OJE
CT M
AN
AG
ER
& WA
TER
TREA
TME
NT VEN
DO
R.
FOR
CO
NTIN
UA
TION
OF
BIC
ARB, R
.O. AN
DC
ON
CE
NTR
ATE TU
BIN
G TO
PR
OC
ES
S E
QU
IPM
EN
T, RE
FER
TO W
ATE
R TR
EA
TME
NT
EQ
UIP
ME
NT D
RA
WIN
GS
.
AN
TICIP
ATE
D TU
BIN
G R
OU
TE. (TY
P.) C
ON
TRA
CTO
R TO
CO
OR
DIN
ATE A
ND
VE
RIFY S
LEE
VIN
G LO
CA
TION
S &R
OU
TING
WITH
EX
ISTIN
G A
ND
NE
W U
ND
ER
FLOO
RP
IPIN
G, FO
OTIN
GS
, AR
A PR
OJE
CT M
AN
AG
ER
& WA
TER
TREA
TME
NT VEN
DO
R.
FIELD
CO
OR
DIN
ATE
WITH
FOO
TING
S.
6" PV
C S
LEE
VE
UP
THR
OU
GH
SLAB.
# DATE REVISION DESCRIPTION ---
P3.0
12043-01
07/27/2012
JAA
DA
R
PR
OC
ES
S P
IPING
PLAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"PR
OC
ESS PIPIN
G PLAN
SC
ALE
: 1/4" = 1'-0"
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741 A2 08-21-12 ADDENDUM #2 DAR
ALL S
UR
PLU
S WIR
E TO B
E NE
ATLY
CO
ILED
AN
D TIE
WR
AP
PE
D.
PLU
G-IN
TRA
NS
FOR
MER
120 VA
C R
EC
EP
TAC
LES
UR
FAC
E MTD
. (BY E
.C.)
CO
NTR
OL U
NIT
SEN
SOR
OP
ERATED
GO
OSEN
ECK
FAUC
ET (D
ECK M
OU
NTED
)
CO
UP
LING
NU
T
3/8" RIS
ER
CO
NN
EC
TOR
FITTING
SO
LEN
OID
VA
LVE
3/8" NP
T CO
NN
EC
TION
THE
RM
OS
TATIC
MIX
ING
VA
LVE
FLOW
CO
NTR
OL
NE
ED
LE V
ALV
E
RE
MO
VA
BLE
AN
DC
LEA
NA
BLE
IN-LIN
E FILTE
R
NO
T TO S
CA
LE -
1S
EN
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R FA
UC
ET D
ETA
IL
SLO
PE
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OD
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FINIS
HE
D FLO
OR
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ALE
DC
LEAN
OU
T HO
US
ING
NO
T TO S
CA
LE
AIR
GA
PP
ER C
OD
E
4" OU
TLET
BO
TTOM
DO
ME
STR
AIN
ER
FLOO
R G
RA
TE
EAC
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E
PIP
E S
TAN
D
DR
AIN LIN
E
SE
T FLUS
HW
/FINIS
H FLO
OR
.
CUT LINE
SLO
PE
12"
- 4
EM
ER
GEN
CY
SH
OW
ERA
ND
EY
EW
AS
H D
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OT TO
SC
ALE
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FLOO
RC
LEA
NO
UT D
ETA
ILN
OT TO
SC
ALE
- 3FLO
OR
SINK D
ETAIL
HW
CW
TTH
ER
MO
STA
TIC M
IXIN
G V
ALV
EIN
SUR
FACE M
OU
NTED
STA
INLE
SS
STE
EL C
AB
INE
T
FLOW
RE
GU
LATIN
G V
ALV
EA
DJU
STE
D TO
25 GP
M
114 " N
PT
INLE
T
P-9
NO
TES
1.C
ON
TRA
CTO
R S
HA
LL INS
TALL A
FLOW
RE
GU
LATIN
G V
ALV
E IN
THE
TEM
PE
RE
DW
ATE
R S
UP
PLY
LINE
. AD
JUS
T TO 25 G
PM.
2.IF TH
E FA
CILITY
WA
TER
SU
PPLY
TEM
PE
RA
TUR
E C
AN
NO
T BE
MA
INTA
INE
D A
TM
INIM
UM
60 °F, THE C
ON
TRAC
TOR
SH
ALLIN
STA
LL A THE
RM
OS
TATIC
MIX
ING
VALV
EU
P STR
EA
M O
F THE FLO
W R
EG
ULA
TING
VALVE
. IF THE FAC
ILITY WA
TER
TEMPE
RA
TUR
E CAN
MAIN
TAIN A M
INIM
UM
TEM
PE
RA
TUR
E O
F 60 °F THE
MIX
ING
VA
LVE
SH
ALL N
OT B
E RE
QU
IRED
.
114 "
114 "
114 " N
PT IN
LET
(OP
PTIO
NA
L)
AN
CH
OR
SE
CU
RLY TO
FLOO
RW
ITH S
TAIN
LES
S S
TEE
L BO
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ND
ANC
HO
RS.
P-9
P-17
MA
TER
IAL
444442445
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YP
. WA
LL
CO
PP
ER
PIP
E W/IN
SU
LATIO
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STE
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IPE W
/INS
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TION
CO
PP
ER
PIP
E
STE
EL P
IPE
CM
U W
ALL
442335
444594
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FLOO
R272
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UM
BE
R R
EQ
'D
PIP
ESE
AL P
IPE
INS
ULA
TION
AT FLO
OR
S,
WA
LLS A
ND
GY
P. B
OA
RD
CE
ILING
S.
1" LIP
SLE
EV
E
FIRE R
ETA
RD
AN
T MA
TER
IAL TO
BEU
.L. APPR
OVED
.FIR
E SE
AL M
ATE
RIA
L TO M
AIN
TAIN
AS
SE
MB
LY R
ATIN
G B
ETW
EE
N P
IPE
&S
LEE
VE
.
NO
T TO S
CA
LE -
5P
IPE
SLE
EV
E D
ETA
IL
114 " N
PT
OP
TION
AL IN
LETP
-17 114 "
DR
AIN
FLOO
RD
RAIN
LON
G R
AD
IUS W
YE
NO
T TO S
CA
LE -
6E
ME
RG
EN
CY
EY
EW
AS
H D
ETA
IL
P-24
ISLAND
VEN
TING
112 " W
AS
TE AR
MIN
CABIN
ETE
XP
OS
ED
TRA
P W
ITHE
SCU
TCH
EON
AT CA
BINET
PE
NE
TRA
TION
2" FUN
NE
L WITH
AIR
BR
EA
K TO TA
ILPIE
CE
REFER
TO AR
CH
ITECTU
RAL
PLA
NS A
ND
DE
TAILS FO
RC
AB
INE
T CO
NS
TRU
CTIO
NA
ND
DIM
MEN
SION
S
36"
PR
OVID
E AD
DITIO
NA
L BLOC
KING
IN C
AB
INE
T AS
NE
CE
SS
AR
Y FO
RS
ECU
RE M
OU
NTIN
G O
F EYEWASH
.
2" WA
STE
DR
AINLIN
E
JOS
AM 30003
FLOO
R D
RA
IN
MO
UN
T FLUSH
WITH
FLOO
R
EXTE
ND
ED
RIM
JOS
AM F-6 R
OU
GH
BR
ON
ZE FUN
NEL
CU
T GR
ATE FR
OM
CE
NTE
R O
FFU
NN
EL
FINIS
HED
FLOO
R
NO
T TO SC
ALE
JOS
AM
TYP
E 9E
1S
TRA
INER
- 7
FLOO
R D
RAIN
ATD
IALYSIS CO
UN
TER
3" IND
IRE
CT W
ASTE LIN
E.P
ITCH
@ 1/8" P
ER
FT. MIN
.V
ENTED
TO ATM
OSP
HER
EA
T END
FUN
NE
L- SEE FLO
OR
DR
AINA
T DIA
LYS
IS C
OU
NTE
RD
ETA
IL.3" P
VC
PIPE CU
T AT 45° AS
SH
OW
N
3" WA
STE
TRA
PP
ED
&V
ENTED
.
3" SC
H. 40 P
VC
, 90° ELB
OW
AIR
BR
EAK
FINIS
HED
FLOO
R
CO
NC
RE
TE P
ATC
H (A
SR
EQ'D
.)
NO
T TO S
CA
LE -
8
IND
IREC
T WA
STE DISC
HAR
GE
DETAIL
212 "
RE
MO
VE
GR
ATE
WITH
INFU
NN
EL BASE
# DATE REVISION DESCRIPTION ---
P4.0
12043-01
07/27/2012
JAA
DA
R
PLU
MBIN
G D
ETAILS
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
PLUM
BIN
G D
ETAILS
NO
T TO S
CA
LE
SC
HE
DU
LE 40 P
VC
45 DE
GR
EE
ELB
OW
SC
HE
DU
LE 40 P
VC
45 DE
GR
EE
ELB
OW
SC
HE
DU
LE 40 P
VC
SLE
EVE, 24" LEN
GTH
MIN
.
CO
NC
RETE PATC
H(AS R
EQ'D
)C
ON
CR
ETE
SLA
B
"PS
DS
" TUB
ING
(BY
WA
TER
TRE
ATM
EN
TV
EN
DO
R) R
O TO
BE
INSTALLED
OVE
RH
EAD.
NO
N H
AR
DE
NIN
G FO
AM
WA
TER
PR
OO
FING
, SE
ALE
DTIG
HT A
T ALL O
PE
NIN
GS
NO
TES
:1) C
ON
TRA
CTO
R S
HA
LL BE
RE
SP
ON
SIB
LE FO
R S
LEE
VE
INS
TALLATIO
N.
2) CO
NTR
AC
TOR
SH
ALL P
RO
VID
E HE
AV
Y DU
TY PU
LL STRIN
GS IN
SLE
EV
E.
3) CO
NTR
AC
TOR
SH
ALL P
RO
VID
E FO
AM
IN TO
P O
F SLE
EV
E A
FTER
TUB
ING
HA
S BEEN
INSTALLED
.
TAP
E OR
STR
AP
PIN
G TO
SEC
UR
E RE
BAR TO
SLEEVE
(2) REB
AR SU
PPO
RTS, SE
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# DATE REVISION DESCRIPTION ---
P4.1
12043-01
07/27/2012
JAA
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PR
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ETAILS
Drafted B
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Checked B
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Date D
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Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
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S, CR
OSS N
OTC
HED
.
PR
OVID
E W/ (2) TE
E BAR
S & MO
UN
TING
CLIP
S, CR
OSS N
OTC
HED
.P
RO
VIDE W
/ (2) TEE BA
RS & M
OU
NTIN
G C
LIPS, C
RO
SS NO
TCH
ED.
6"Ø8"Ø10"Ø6"Ø12"X
12"10"X
10"12"X
12"
22"X22"
10"X10"
30"X12"
10"X10"
10"X10"
10"X10"
10"X10"
TBD
-80-48-2HP
-6-1-02-XX
-2-CN
TBD
-80-48-2HP
-8-1-02-XX
-2-CN
TBD
-80-48-2HP
-10-1-02-XX-2-C
NTB
D-80-24-2H
P-6-1-02-X
X-2
300-FS-12/12-1-26-A
G-15
PA
S-10X
10-24X24-3-26P
AS
-12X12-24X24-3-26
PA
R-A
A-22X
22-24X24-3-26P
AR
-AA
-10X10-12X12-3-26
350-F-L-30X12-1-26
PA
R-A
A-10X
10-12X12-3-26P
AR
-AA
-22X22-24X24-3-26
PA
R-10X
10-12X12-3-26-A
G-95
PA
R-10X
10-12X12-3-26-A
G-95
DIFFU
SE
RS A
ND
GR
ILLES
Rem
arks
Weight Lbs.
-- ----925
MO
DEL N
O.
MAR
KLO
CATIO
NM
AN
UF.
CFM
CLG
. CAP.
VO
LTSS
EE
R
MO
DEL N
O.
MAR
KM
AN
UF.
VO
LTS
AM
PS
MC
AM
OC
PR
EMAR
KS
TYP
EE
ER
MO
CP
NO
TES
:1.) P
RO
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E LOW
AM
BIE
NT TE
MP
ER
ATU
RE C
ON
TRO
LS TO 10°F, C
RA
NK C
AS
E HE
ATE
R2.) FA
N C
OIL (FC
-1) IS P
OW
ER
ED
THR
U C
ON
DE
NS
ING
UN
IT (CU
-1). WIR
ING
BY
E.C
.3.) P
RO
VIDE LIN
ESET, M
OU
NTIN
G PAD
.
FC-1
MITS
UB
ISH
IIT C
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M 131
PK
A-A
12AA
HIG
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ALL
42512,000 B
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13.0-
208V-1Ø
115.0
CU
-1M
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BIS
HI
PU
Y12NH
A208V
-1Ø13.0
15
OU
TDO
OR
UN
IT
IND
OO
R U
NIT
DU
CTLE
SS
SP
LIT SY
STE
M
1, 2, 3
GB
-071-6130
4.1B
ELT.05 H
P115V
-1Ø4.4
1, 30.35
1/6 HP
81
SG
-3TITU
SW
HITE
LAY
-IN8"X
8"P
AS
-8X8-24X24-3-26
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
M1.0
12043-01
07/27/2012
AR
J
AR
J
ME
CH
AN
ICAL
SC
HE
DU
LES
& D
ETAILS
SC
ALE : N
.T.S.
A2 08/21/12 ADD #2 ARJ
1.TH
E RO
OF TO
P UN
IT'S FAN
SH
ALL R
UN
CO
NTIN
UO
US
LY IN TH
E OC
CU
PIE
DM
OD
E AN
D S
TAG
E THE H
EA
TING
AN
D C
OO
LING
, WITH
OU
T OV
ER
LAP
, TO M
AIN
TAIN
THE S
PA
CE TE
MP
ER
ATU
RE S
ETP
OIN
TS. D
UR
ING
UN
OC
CU
PIE
D O
PE
RA
TION
, THE
RO
OF TO
P U
NIT S
HA
LL CY
CLE
ON
/OFF TO
MA
INTA
IN TH
E N
IGH
T HE
ATIN
G/C
OO
LING
TEM
PE
RA
TUR
E SE
TPO
INTS
. DU
RIN
G U
NO
CC
UP
IED
PE
RIO
DS
, THE O
UTS
IDE A
IRD
AM
PE
R S
HA
LL BE
IN TH
E FU
LLY-C
LOS
ED
PO
SITIO
N.
2.A
7-DA
Y P
RO
GR
AM
MA
BLE
THE
RM
OS
TAT (H
ON
EY
WE
LL VIS
ION
PR
O8000) A
ND
HU
MID
ISTA
T SH
ALL O
PE
RA
TE THE R
OO
F TOP U
NITS A
ND
SH
ALL C
ON
SIS
T OF TH
EFO
LLOW
ING
:24-HO
UR
TIMEC
LOC
KFA
N H
AN
D-O
FF/AU
TO S
WITC
HA
UTO
MATIC
CH
AN
GEO
VERN
IGH
T SE
TBA
CK
LED D
ISPLAY
SE
TPO
INT A
DJU
STM
EN
T2-S
TAG
E HE
ATIN
G & C
OO
LING
A.) A
LL MEC
HA
NIC
AL W
OR
K SH
ALL B
E PER
FOR
ME
D IN
AC
CO
RD
AN
CE W
ITH ALL AP
PLICAB
LE LOC
AL, STATE, AN
D N
ATION
AL CO
DES.
B.) M
EC
HA
NIC
AL C
ON
TRA
CTO
R R
ES
PO
NS
IBLE FO
R P
RO
VID
ING
ALL LA
BO
R, M
ATE
RIA
LS, A
ND
EQ
UIP
ME
NT N
EC
ES
SA
RY TO
CO
NS
TRU
CT A C
OM
PLE
TE, O
PE
RA
TION
AL
HE
ATIN
G, V
EN
TILATIO
N, A
ND
AIR
-CO
ND
ITION
ING
SY
STE
M FO
R TH
E EN
TIRE P
RO
JEC
T AS S
HO
WN
ON
THE
SE D
RA
WIN
GS
. OB
TAIN
ALL P
ER
MITS
, FEES
, AND
AN
Y OTH
ER
AP
PU
RTE
NA
NC
ES R
EQ
UIR
ED
BY LO
CA
L JUR
ISD
ICTIO
NS TO
THE E
XE
CU
TION
OF TH
E CO
NTR
AC
T.
C.) H
VA
C W
OR
K IS IND
ICA
TED
DIA
GR
AM
MA
TICA
LLY. E
XA
CT LO
CA
TION
S OF H
VA
C E
QU
IPM
EN
T AN
D A
LL CO
MP
ON
EN
TS AR
E TO B
E DE
TER
MIN
ED
IN TH
E FIELD
AN
D B
YA
CTU
AL B
UILD
ING
CO
ND
ITION
S. E
QU
IPM
EN
T, DU
CTS O
R P
IPE
S INTE
RFE
RIN
G W
ITH O
THE
R IN
STA
LLATIO
NS S
HA
LL BE R
ELO
CA
TED
AS R
EQ
UIR
ED
AT N
O A
DD
ITION
AL C
OS
TTO
THE
OW
NE
R.
D.) A
LL EX
HA
US
T CA
P LOC
ATIO
NS A
RE A
PP
RO
XIM
ATE
. THE A
IR D
ISC
HA
RG
E FRO
M A
LL EX
HA
US
T FAN
S SH
ALL B
E A MIN
IMU
M O
F 10' FRO
M A
NY A
ND
ALL O
UTS
IDE A
IRIN
TAKES (O
R W
IND
OW
OP
ENIN
GS
.)
E.) P
OS
ITION
AN
D IN
STA
LL SM
OK
E DE
TEC
TOR
IN C
EN
TRA
L RE
TUR
N A
IR P
LEN
UM
OF R
OO
F TOP U
NITS
. INC
LUD
E AC
CE
SS D
OO
R FO
R IN
SP
EC
TION
AN
D M
AIN
TEN
AN
CE O
FS
MO
KE D
ETE
CTO
R. S
MO
KE D
ETE
CTO
R S
UP
PLIE
D A
ND
WIR
ED
FOR
UN
IT SH
UTD
OW
N B
Y FIRE A
LAR
M C
ON
TRA
CTO
R. M
.C. S
HA
LL CO
OR
DIN
ATE W
ITH FIR
E ALA
RM
CO
NTR
AC
TOR
.
F.) GA
S PIP
ING
TO W
ATE
R H
EA
TER
S SH
ALL B
E UN
DE
R M
EC
HA
NIC
AL C
ON
TRA
CT. IN
TAK
E AIR
PIP
ING
AN
D E
XH
AU
ST P
IPIN
G FO
R W
ATE
R H
EA
TER
S SH
ALL B
E UN
DE
RP
LUM
BIN
G C
ON
TRAC
T.
G) N
ATU
RA
L GA
S PIPING
TO BE S
CH
. 40 BLA
CK S
TEEL. A
LL EXTER
IOR
GA
S PIPING
SH
ALL B
E DE
GR
EASE
D, P
RIM
ED
, AN
D P
AINTED
WITH
A QU
ALITY EXTER
IOR
GR
ADE P
AINT
SP
EC
IFICA
LLY DE
SIG
NE
D FO
R E
XTE
RIO
R M
ETA
L SU
RFA
CE
S. TH
E ME
CH
AN
ICA
L CO
NTR
AC
TOR
SH
ALL IN
CLU
DE TH
IS CO
ST IN
THE B
AS
E BID
.
H.) E
AC
H R
OO
F TOP
UN
IT TO B
E C
ON
TRO
LLED
BY
A H
ON
EY
WE
LL VIS
ION
PR
O8000 M
OD
EL TB
822OU
NO
N S
WITC
HIN
G S
UB
BA
SE
THE
RM
OS
TAT. R
TU-7 S
HA
LL ALS
O H
AV
E A
HU
MID
ISTA
T AS SU
GG
ESTED
BY M
AN
UFA
CTU
RER
. THIS SH
ALL BE PR
OVID
ED
AND
WIR
ED BY M
ECH
ANIC
AL CO
NTR
ACTO
R.
I.) ALL D
UC
TWO
RK TO
HA
VE N
O D
UC
T LINE
R. A
LL FLEX TO
HA
VE IN
SID
E PO
LY BA
RR
IER
(NO
EX
PO
SE
D IN
TER
IOR
FIBE
RG
LAS
S INS
ULA
TION
OR
AC
OU
STIC
AL LIN
ER
IN TO
TAL
SY
STE
M.)
MEC
HA
NIC
AL C
ON
TRA
CTO
R S
HA
LL VER
IFY THE EN
TIRE S
CO
PE OF D
EMO
LITION
WO
RK
BY
VIS
ITING
THE
SITE
FOR
A C
OM
PLE
TE W
ALK
THR
U P
RIO
R TO
SU
BM
ITTING
BID
.M
ECH
AN
ICA
L CO
NTR
AC
TOR
SH
ALL R
EMO
VE ALL EX
ISTIN
G M
ECH
ANIC
AL EQU
IPMEN
T,E
XH
AU
ST FA
NS
, EX
ISTIN
G D
UC
TWO
RK
, PIP
ING
, PO
WE
R, C
ON
TRO
LS, A
ND
AP
PU
RTE
NA
NC
ES TH
AT H
AV
E BE
EN
AB
AN
DO
NE
D A
S A RE
SU
LT OF TH
IS RE
NO
VA
TION
SH
ALL B
E RE
MO
VED
. INC
LUD
E THIS C
OS
T IN B
ASE BID
. ALSO IN
CLU
DE IN
BASE BID
ALL C
OS
TS AS
SO
CIA
TED
WITH
INFILLIN
G A
ND
CLO
SIN
G A
LL AB
AN
DO
NE
D R
OO
FO
PEN
ING
S IN A S
TRU
CTU
RA
LLY SO
UN
D AN
D W
ATER
TIGH
T MAN
NER
.
DE
MO
LITION
NO
TE:
1.) THE A
IR H
AND
LING
UN
IT FANS SH
ALL RU
N C
ON
TINU
OU
SLY IN
THE O
CC
UPIED
MO
DE
AN
D S
TAG
E THE H
EA
TING
AN
D C
OO
LING
, WITH
OU
T OV
ER
LAP
, TO M
AIN
TAIN
THE S
PA
CE
TEM
PE
RA
TUR
E SE
TPO
INTS
. DU
RIN
G U
NO
CC
UP
IED
OP
ER
ATIO
N, TH
E AIR
HA
ND
LING
UN
ITFA
NS S
HA
LL CY
CLE O
N/O
FF TO M
AIN
TAIN
THE N
IGH
T HE
ATIN
G/C
OO
LING
TEM
PE
RA
TUR
ES
ETP
OIN
TS. D
UR
ING
UN
OC
CU
PIE
D P
ER
IOD
S, TH
E INTA
KE FA
N S
HA
LL BE DE
-ENE
RG
IZED
AN
D N
O O
UTS
IDE A
IR S
HA
LL BE B
RO
UG
HT IN
TO TH
E AIR
HA
ND
LING
UN
IT.
2. A 7-D
AY
PR
OG
RA
MM
AB
LE TH
ER
MO
STA
T SH
ALL O
PE
RA
TE TH
E S
PLIT S
YS
TEM
UN
ITS A
ND
SH
ALL C
ON
SIS
T OF TH
E FOLLO
WIN
G:
24-HO
UR
TIMEC
LOC
KFA
N H
AN
D-O
FF/AU
TO S
WITC
HA
UTO
MATIC
CH
AN
GEO
VERN
IGH
T SE
TBA
CK
LED D
ISPLAY
SE
TPO
INT A
DJU
STM
EN
TM
ULTIP
LE S
TAG
E H
EA
TIING
& C
OO
LING
W1
W2
A
(E)R
TU-1
(E)R
TU-3
(E)R
TU-4
(E)R
TU-5
(E)R
TU-6
(E)R
TU-2
195cfmS
G-1
VD
8Ø
195cfmS
G-1
VD
8Ø
110cfmS
G-1
8Ø
VD
350cfmS
D-5
VD
350cfmS
D-5
VD
RG
-3
265cfmS
D-3
VD
VD
10Ø
160cfmS
G-1
VD
120cfmS
G-1
VD
160cfmS
G-1
VD
90cfmS
G-36"Ø
VD
75cfmS
G-3
6"ØVD
12/12
RG
-2
RG
-2
RG
-1
60cfmS
G-3
VD
155cfmS
G-1
VD165cfmS
D-2
80cfmS
D-4
VD
205cfmS
G-1
205cfmS
G-1
16/12 20/12
TG-1 TG
-1
130cfmS
G-1
VD
130cfmS
G-1
VD
RG
-1
VD
VD
VD
VD
VD
200cfmS
G-1
VD
190cfmS
G-1
VD
235cfmS
D-3
235cfmS
D-3
235cfmS
D-3
235cfmS
D-3
215cfmS
D-2
VD
215cfmS
G-1
VD
200cfmS
G-1
265cfmS
G-2
265cfmS
G-2
190cfmS
G-1
190cfmS
G-1
190cfmS
G-1
190cfmS
G-1
10Ø8Ø
12Ø
8Ø8Ø
RTU
-772 M
BH
VD
8Ø
VD
8ØV
D8Ø
14/12
18/12
18/12
10"Ø12/12
10/10
14/1216/12
18/12
18/12
22/12
22/12
10Ø12Ø
12Ø
10Ø
VD
VD
RG
-1
VD
VD
VD
VD
VD
VD
VD
VD
VD
10Ø12Ø
12/1210Ø
165cfmS
D-2
165cfmS
D-2
165cfmS
D-2
165cfmS
D-2
80cfmS
D-4
RG
-1
22/12
22/12
VD
265cfmS
D-3
265cfmS
D-3
12/12
8Ø
8Ø
14/12 16/12
16/12
16/12
22/12
26/14
16/1416/14
24/16V
D 12/1212Ø
VD
VD
VD
12Ø12/12
14/12
22/12
RG
-1TG
-1
TG-1
VD
130cfmE
G-2
EF-1
130cfm(O
N R
OO
F)
MC
SHALL R
OU
TEC
ON
DEN
SATE FR
OM
FC-1 TO
RE
CE
PTO
R IN
RO
OM
.
FC-1
WA
LL MO
UN
TED
ABO
VE D
OO
R
T
CU
-1(O
N R
OO
F)V
D
130cfmE
G-2
VD130cfm
EG
-2
VD
130cfmEG-2
VD 130cfm
EG
-2
VD
175cfmE
G-1
8Ø
EF-2
695cfm(O
N R
OO
F)8Ø
8Ø8Ø
22/12
8Ø
DO
OR
U.C
.D
OO
RU
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DO
OR
U.C
.
DO
OR
U.C
.
DOORU.C.
DO
OR
U.C
.
DO
OR
U.C
.
TG-1
TG-1
18/12
16/12
PR
IVATE
DIA
LYSIS
104127 S
Q.FT.
SO
C. W
OR
KER
/D
IETITIA
N120
165 SQ
.FT.
EXAM122
100 SQ
. FT.
REC
EPTIO
N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STAFFTO
ILET124
47 SQ. FT.
STAFFTO
ILET125
47 SQ. FT.
STAFFLO
UN
GE
126187 S
Q. FT.
PATIEN
TTO
ILET/S
OILE
D U
TIL.118
51 SQ. FT.
ITC
OM
MR
OO
M131
55 SQ. FT.
I.W.
12852 SQ
. FT.
PATIEN
TTO
ILET102
63 SQ. FT.
LAB114
107 SQ
. FT.
CLIN
ICM
ANAG
ER113
104 SQ
. FT.
MED
RE
CO
RD
S117
49 SQ. FT.
STO
RA
GE
129780 S
Q. FT.
BLE
ACH
SIN
K110
WAITIN
GR
OO
M100
424 SQ
. FT.
HA
ND
WA
SHS
INK
111
HA
ND
WA
SHS
INK
112
REP
AIRFTM130
140 SQ
. FT.
MED
105
BLE
ACH
SIN
K115
HAN
DIC
APH
AN
DW
ASH106
HA
ND
WA
SHS
INK
107
NU
RSE
STA
TION
108N
UR
SE S
TATIO
N109
CO
ATS
101
UTILITY
RO
OM
12752 SQ
. FT.
CO
RR
IDO
R123
WATE
R TR
EATM
ENT
133
AC
ID/BIC
ARB
132
TRE
ATME
NT R
OO
M103
CO
RR
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R119
EH
-1
18/12
18/12
8Ø
235cfmS
D-3
DO
OR
U.C
.
T
TH
T
T
T
T
10Ø
10Ø
10Ø
CO
NTR
AC
TOR
S P
LEA
SE
NO
TE:
EX
ISTIN
G P
RO
JEC
T CO
ND
ITION
S, A
S TH
EY
AP
PE
AR
ON
THE
SE
DR
AW
ING
S, S
UC
H A
SA
RC
HITE
CTU
RAL A
ND
STR
UC
TUR
AL BU
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OM
PO
NEN
TS, MEC
HAN
ICAL AN
DE
LEC
TRIC
AL EQ
UIPM
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IPIN
G, D
UC
TWO
RK, R
OU
GH
-INS A
ND
OTH
ER M
ISCELLAN
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SC
ON
STR
UC
TION
, HA
VE BEEN
GATH
ER
ED
AN
D TR
AN
SFERR
ED FR
OM
PR
EVIOU
SC
ON
STRU
CTIO
N D
RAW
ING
S. W
HILE S
UC
H IN
FOR
MATIO
N H
AS BEEN
CO
LLECTED
AND
INTER
PRETE
D W
ITH R
EAS
ON
ABLE C
ARE, TH
E AR
CH
ITEC
T AND
ENG
INEER
DO
NO
TA
SSUM
E ANY EX
PRE
SSED
OR
IMPLIED
GU
ARA
NTE
E THAT C
ON
DITIO
NS SO
IND
ICA
TED AR
EE
NTIR
ELY
CO
MP
LETE
, CO
RR
EC
T AN
D R
EP
RE
SE
NTA
TIVE
OF TH
OS
E A
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ALLY
EX
ISTIN
G.
ALL C
ON
TRA
CTO
RS S
HA
LL PR
OV
E TO TH
EM
SE
LVE
S AS TO
ALL E
XIS
TING
CO
ND
ITION
SP
RIO
R TO
BID
DIN
G, A
ND
VE
RIFY A
LL DIM
EN
SIO
NS A
T THE S
ITE.
AP
PR
OX
IMA
TE LOC
ATIO
N O
F EX
ISTIN
G G
AS
SE
RV
ICE
. 434 CFH
@0.5 P
SI C
ON
NE
CTE
D LO
AD
.M
ECH
AN
ICA
L CO
NTR
AC
TOR
TO C
OO
RD
INATE
WITH
NA
TUR
AL G
AS P
RO
VID
ER
TO PR
OV
IDE
ME
TER
AN
D E
NS
UR
E S
UFFIC
IEN
T SE
RV
ICE
.
6Ø
265cfmS
G-2
8Ø
WA
TER
HE
ATER
-1(B
Y P
C) 120 M
BH
1" GA
S TO E
ACH
WA
TER
HE
ATER
. INC
LUD
EG
AS S
HU
TOFF V
ALV
E AN
D S
ED
IME
NT LE
GTO
EA
CH
WA
TER
HE
ATE
R (TY
P.)
WA
TER
HE
ATE
R-2
(BY
PC
) 199 MB
H
VD
200cfmS
G-1
200cfmS
G-1
200cfmS
G-1
200cfmS
G-1
VD
160cfmS
G-1
VD
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
M2.0
12043-01
07/27/2012
AR
J
AR
J
ME
CH
AN
ICA
L PLAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
A2 08/21/12 ADD #2 ARJ
PAN
EL 'P'B
US
AM
PS: 400
VO
LTAG
E:120
208V
AC
MAIN
SIZE
/TYPE
: MAIN
LUG
S O
NLY
SQ
UA
RE D
TYPE NQ
NO
TE:V
OLTA
GE
/PH
AS
E: 208/120V
AC, 3 PH
ASE, 4 WIR
EQ
OB
BR
EA
KERS
ALL P
AN
ELS
AN
D S
UB
PA
NE
LS S
HA
LL BE SU
BMITTED
WITH
CO
OR
DIN
ATE
D B
RE
AK
ER
S P
ER
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C 700.27 AN
D AR
TICLE
100(C
OO
RD
INATIO
N)
AIC
RA
TING
: 22,000AC
OP
PE
R BU
S
MO
UN
TING
/CO
VE
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RFAC
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BR
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UM
DE
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1LIG
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#121
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2
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#121
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(SH
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5LIG
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120
#121
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(SH
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6
7LIG
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120
#121
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(SH
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LES BED
S #7, 8
8
9B
RO
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T BED #1
1,4001
20#12
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WH
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TAC
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S #9, 10
10
11B
RO
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(D) PATIEN
T BED #2
1,4001
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120
#12360
WH
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12
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(D) PATIEN
T BED #3
1,4001
20#12
120
#12360
WH
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HA
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TAC
LES BED
S #13, 14
14
15B
RO
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PTA
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(D) PATIEN
T BED #4
1,4001
20#12
120
#12360
WH
ITE (S
HA
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D) R
EC
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TAC
LES BED
S #15, 16
16
17B
RO
WN
RE
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PTA
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(D) PATIEN
T BED #5
1,4001
20#12
120
#12360
WH
ITE (S
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TACLES
BEDS
#1718
19B
RO
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PTA
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(D) PATIEN
T BED #6
1,4001
20#12
120
#121,400
BR
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TIEN
T BED #13 - PR
IVATE20
21B
RO
WN
RE
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PTA
CLE
(D) PATIEN
T BED #7
1,4001
20#12
120
#121,400
BR
OW
N R
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TAC
LE(D
) PATIEN
T BED #14
22
23B
RO
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RE
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PTA
CLE
(D) PATIEN
T BED #8
1,4001
20#12
120
#121,400
BR
OW
N R
EC
EP
TAC
LE(D
) PATIEN
T BED #15
24
25B
RO
WN
RE
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PTA
CLE
(D) PATIEN
T BED #9
1,4001
20#12
120
#121,400
BR
OW
N R
EC
EP
TAC
LE(D
) PATIEN
T BED #16
26
27B
RO
WN
RE
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PTA
CLE
(D) P
ATIENT BED
#101,400
120
#121
20#12
1,400B
RO
WN
RE
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PTA
CLE
(D) P
ATIENT BED
#1728
29B
RO
WN
RE
CE
PTA
CLE
(D) P
ATIENT BED
#111,400
120
#121
20#12
180W
HITE
RE
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PTA
CLE
HO
ME
HEM
O30
31B
RO
WN
RE
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PTA
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(D) P
ATIENT BED
#121,400
120
#121
20#12
1,400B
RO
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RE
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(D) P
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#18 - HO
ME
HEM
O32
33R
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EP
TAC
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DIALYSIS
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T.500
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#121
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#121
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#121
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120
#121
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#121400
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#12720
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TAC
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CR
(D)
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20#12
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#12720
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EP
AIR
130, UTILITY
12750
51R
EC
EP
TAC
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(D)
1,3651
20#12
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#12540
RE
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PTA
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S, S
TOR
AGE
12952
53R
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TAC
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REC
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7201
20#12
--
--
SP
AC
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55R
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TAC
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7201
20#12
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57R
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TAC
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FOU
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20#12
--
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, SO
C W
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7201
20#12
--
--
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TAC
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1,0801
20#12
--
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SP
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63R
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TAC
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122900
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--
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64
65R
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TAC
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RR
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1,0801
20#12
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SP
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67R
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TAC
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114 CEN
TRIFU
GE
5001
20#12
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#12-
SP
AR
E68
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PA
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--
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120
#12-
SP
AR
E70
71S
PA
CE
--
--
120
#12-
SP
AR
E72
73S
PA
CE
--
--
120
#12-
SP
AR
E74
75S
PA
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--
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PA
RE
76
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PA
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--
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120
#12-
SP
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E78
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PA
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--
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#12-
SP
AR
E80
81S
PA
CE
--
--
120
#12-
SP
AR
E82
83S
PA
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--
--
120
#12-
SP
AR
E84
SU
B-TO
TALS:11,251
12,00711,307
8,6006,870
5,840
PH
AS
E TO
TAL:19,851
18,87717,147
TOTAL:
55,875
LOA
D SU
MM
AR
YK
VAN
OTES:
CO
NTIN
UO
US
LIGH
TING
:5.3
AS
SIG
NE
D LO
ADS:
25.5
TOTAL:
30.7
NO
N-C
ON
TINU
OU
S
AS
SIG
NE
D LO
ADS:
11.2
GE
NE
RA
L RE
CE
PTACLES:
10.0
GE
NE
RA
L RE
CE
PTA
CLE
S (>10KVA@
50%):
2.0
TOTAL:
23.21) C
IRC
UIT B
RE
AK
ER
FOR
FIRE
ALA
RM
EQ
UIP
ME
NT S
HA
LL BE
'RE
D' IN
CO
LOR
AND
LOC
KABLE IN
THE
ON
POSITIO
N. TH
ELO
CA
TION
OF TH
EIR
CO
RR
ES
PO
ND
ING
CIR
CU
IT BR
EA
KE
R A
ND
PA
NE
L SH
ALL BE PER
MAN
ENTLY
AND
SIGN
IFICAN
TLYID
ENTIFIE
D A
T THE
FIRE
ALARM
CO
NTR
OL PAN
EL.ELEC
TRIC
AL LO
AD
CA
LCU
LATIO
N FO
R FEED
ER
CO
NTIN
UO
US
(KVA):30.7
25% O
F CO
NTIN
UO
US (KVA):
7.7
NO
N C
ON
TINU
OU
S (KVA):
23.2
TRA
NS
FOR
ME
R LO
SS (KVA):0.0
25% O
F LAR
GE
ST M
OTO
R (KVA):
0.0
TOTA
L (KVA):61.6
BR
EA
KE
R LO
CK
TYPES
FEEDER
CU
RR
ENT (A
MPS):
170.9TY
PED
ES
CR
IPTION
FEEDER
CU
RR
ENT, 0.85 PF A
PPLIED (A
MPS):
201.11
LOC
KED
IN TH
E O
N PO
SITION
MIN
IMU
M B
REA
KER
SIZE (AM
PS):250
2LO
CK
AB
LE IN
THE
OFF PO
SITION
PAN
EL 'R'
BU
S A
MP
S: 225V
OLTA
GE:
120208
VA
C
MAIN
SIZE
/TYPE
: MAIN
LUG
S O
NLY
SQ
UA
RE D
TYPE NQ
NO
TE:V
OLTA
GE
/PH
AS
E: 208/120V
AC, 3 PH
ASE, 4 WIR
EQ
OB
BR
EA
KERS
ALL P
AN
ELS
AN
D S
UB
PA
NE
LS S
HA
LL BE SU
BMITTED
WITH
CO
OR
DIN
ATE
D B
RE
AK
ER
S P
ER
NE
C 700.27 AN
D AR
TICLE
100(C
OO
RD
INATIO
N)
AIC
RA
TING
: 22,000AC
OP
PE
R BU
SM
OU
NTIN
G/C
OV
ER
: SUR
FACE
BR
KLO
CK
CK
TN
UM
DE
SC
RIPTIO
NV
A P
ER
PHASE
BR
KP
OLES
BR
KA
MPS
WIR
ES
IZEB
RK
PO
LESB
RK
AM
PSW
IRE
SIZE
VA
PE
R PH
ASED
ES
CR
IPTION
CK
TN
UM
BR
KLO
CK
AB
CA
BC
1R
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TAC
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MM
RO
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131 NU
RSE
CALL PO
WER
5001
20#12
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#12180
RE
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NVEN
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2
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5001
20#12
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#12600
FIRE
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CO
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EL4
1
5R
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131500
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ITY PANEL
6
7R
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MM
RO
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131500
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#121
20#12
1500E
LEC
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HE
ATER
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8
9R
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TAC
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MM
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131500
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#121
20#12
1500E
LEC
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HE
ATER
(EH-2)
10
11Q
UA
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T (D) TV
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UPPLY
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131500
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#121
20#12
400E
XH
AU
ST FA
NS
(EF-1 & EF-2)
12
13Q
UA
D-R
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EP
T (D) TV
PO
WE
R S
UPPLY
CO
MM
RO
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131500
120
#121
20#12
600D
OO
R M
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14
15B
OO
STE
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MP
1,2482
20#12
215
#12500
FC-1
16
171,248
#12500
18
19D
ISTRIB
UTIO
N PU
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#11,040
220
#121
20#12
250R
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TAC
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EN
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ATO
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ATTERY
CH
ARG
ER20
211,040
120
#12180
RE
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PTA
CLE
, GE
NE
RA
TOR
SE
RVIC
E R
ECEPTAC
LE22
23D
ISTRIB
UTIO
N PU
MP
#21,040
120
#121
20#12
200LIG
HITN
G, G
EN
ER
ATOR
LIGH
T24
251,040
120
#12500
RE
CE
PTC
LE, G
EN
ER
ATO
R BLO
CK
HEATER
26
27R
EC
EP
TAC
LE P
UM
P S
WITC
HIN
G C
ON
TRO
LLER180
120
#121
--
-S
PA
CE
28
29H
OT W
ATE
R H
EA
TER
S &
CR
IC P
UM
P PO
WER
SUPPLY
5001
20#12
1-
--
SP
AC
E30
31
RO
UN
IT (SE
E W
ATE
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EN
DO
R D
RAW
ING
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1,321
320
#12
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T32
331,321
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T34
351,321
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T36
37R
EC
EP
TAC
LE TIM
ER
CO
ND
UC
TIVITY (2)
3601
20#12
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T38
39S
IGN
1,2001
20#12
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T40
41S
PA
CE
-1
--
120
#12-
CO
NTIN
GE
NC
Y FO
R W
ATE
R TR
EATMEN
T42
43S
PA
CE
-1
--
120
#12-
SP
AC
E44
45S
PA
CE
-1
--
120
#12-
SP
AR
E46
47S
PA
CE
-1
--
120
#12-
SP
AR
E48
49S
PA
CE
-1
--
120
#12-
SP
AR
E50
51S
PA
CE
-1
--
120
#12-
SP
AR
E52
53S
PA
CE
-1
--
120
#12-
SP
AR
E54
SU
B-TO
TALS:5,261
5,9895,109
3,0302,780
1,700
PH
AS
E TO
TAL:8,291
8,7696,809
TOTAL:
23,869
LOA
D SU
MM
AR
YK
VAN
OTES:
CO
NTIN
UO
US
AS
SIG
NE
D LO
ADS:
4.7
PR
OC
ESS:
5.0
MO
TOR
:7.1
TOTA
L:18.0
NO
N-C
ON
TINU
OU
S
ELE
CTR
IC H
EATING
:3.0
GE
NE
RA
L RE
CE
PTACLES:
0.2
MO
TOR
:1.6
TOTA
L:5.9
1) CIR
CU
IT BR
EA
KE
R FO
R FIR
E A
LAR
M E
QU
IPM
EN
T SH
ALL B
E 'R
ED
' IN C
OLO
R AN
D LO
CKABLE
IN TH
E O
N PO
SITION
. THE
LOC
ATIO
N O
F THE
IR C
OR
RE
SP
ON
DIN
G C
IRC
UIT B
RE
AK
ER
AN
D P
AN
EL S
HALL BE
PERM
ANEN
TLY AN
D SIG
NIFIC
ANTLY
IDEN
TIFIED
AT TH
E FIR
E ALAR
M C
ON
TRO
L PANEL.
ELECTR
ICA
L LOA
D C
ALC
ULA
TION
FOR
FEEDER
CO
NTIN
UO
US
(KVA):18.0
25% O
F CO
NTIN
UO
US (KVA):
4.5
NO
N C
ON
TINU
OU
S (KVA):
5.9
25% O
F LAR
GE
ST M
OTO
R (KVA):
0.3
TOTA
L (KVA):28.7
BR
EA
KE
R LO
CK
TYPES
FEEDER
CU
RR
ENT (A
MPS):
79.6TY
PED
ES
CR
IPTION
FEEDER
CU
RR
ENT, 0.85 PF A
PPLIED (A
MPS):
93.61
LOC
KED
IN TH
E O
N PO
SITION
MIN
IMU
M B
REA
KER
SIZE (AM
PS):150
2LO
CK
AB
LE IN
THE
OFF PO
SITION
PAN
EL BO
AR
D "M
DP"
BUS AM
PS: 800 AMPS
208N
OTES:
MAIN
SIZE/TYPE: MAIN
LUG O
NLYALL PAN
ELS AND SU
BPANELS SHALL BE
SUBM
ITTED WITH CO
ORDINATED
BREAKERS PER NEC 700.27 AND ARTICLE
100 (COO
RDINATION)
VOLTAGE/PHASE: 208/120VAC 3 PHASE, 4 W
IRE AIC RATIN
G: 22,000A MIN O
R AS REQUIRED BY UTILITY RATING.
MO
UNTIN
G/COVER: FLU
SH SQ
UARE D 'I-LIN
E' HCN SERIES, THERM
AL-MAGNETIC BREAKERS, CO
PPER BUS
PA
NEL
PO
LESS
IZEM
IN W
IRE
SIZE
TOTA
L VA
PH
AS
E A
PH
AS
E B
PH
AS
E C
P3
250250m
cm19851.0
18877.017147.0
R3
150#1/0
8291.08769.0
6809.0
RTU
12 (AB)
90#3
8,944.08,944.0
-
RTU
22 (BC
)80
#4-
8,216.08,216.0
RTU
32 (AC
)90
#38,944.0
-8,944.0
RTU
42 (BC
)80
#4-
8,216.08,216.0
RTU
52 (AC
)80
#48,216.0
-8,216.0
RTU
73
45#8
3,662.73,662.7
3,662.7
CU
-13 (AB)
15#12
1,352.01,352.0
-
SP
AC
E3
--
--
-
SP
AC
E3
--
--
-
PH
AS
E TO
TALS:59,260.7
58,036.761,210.7
TOTA
L:178,508.1
CO
NTIN
UO
US
LIGH
TING
(KVA):6.48
AS
SIG
NE
D LO
AD
S (KVA):
30.15
PR
OC
ES
S (KVA):
5.00
MO
TOR
S (KVA):105.82
TOTA
L CO
NTIN
UO
US
LOAD
(KVA):147.45
NO
N-C
ON
TINU
OU
S
ELE
CTR
IC H
EA
TING
(KVA):3.00
AS
SIG
NE
D LO
AD
S (KVA):
12.12
GE
NE
RA
L LOA
DS <= 10KVA (KVA):
10.00
GE
NE
RA
L LOA
DS
(>10KVA
@50%
) (KVA):2.07
MO
TOR
(KVA):1.60
TOTA
L NO
N-C
ON
TINU
OU
S LO
AD (KVA):
28.99
SERVIC
E SIZING
CO
NTIN
UO
US
(KVA):147.45
25% of C
ON
TINU
OU
S (KVA):36.86
NO
N-C
ON
TINU
OU
S (KVA):
28.99
25% O
F LAR
GE
ST M
OTO
R (KVA):
4.47
TOTA
L (KVA):217.77
SE
RV
ICE
CU
RR
EN
T (AMPS):
604.5
SE
RV
ICE C
UR
RE
NT, 0.85 PF APPLIED
(AMPS):
711.2
MIN
IMU
M SER
VICE SIZE (A
MPS):
800
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E1.0
12043-01
7-27-2012
EG
P
RSG
ELE
CTR
ICA
L PANELS
& S
CH
ED
ULES
# DATE REVISION DESCRIPTION ---
A1 08-07-12 ADDENDUM #1 TMW
A1
A2 08-21-12 ADDENDUM #2 EGP
M
NTS 2
ELECTR
ICAL R
ISER
NTS 1
SER
VICE G
RO
UN
DIN
G A
ND
BO
ND
ING
DETAIL
Service equipment
G
N
Separately Derived System
N
4-poletransfersw
itch
Load
N
208Y/120-V, 3 phase, 4 wire system
Separately Derived System
NEC
250.30
GR
OU
ND
ING
ELECTR
OD
E CO
ND
UC
TOR
SP
ER N
EC 250.66
EQU
IPMEN
T GR
OU
ND
ING
CO
ND
UC
TOR
SPER
NEC
250.122
Neutral
Conductor
Grounding
Electrode
Conductor
*Grounding
Electrode
System
Bonding Jum
per
Grounding
Electrode
Conductor
Grounding
Electrode
Equipm
entG
roundingC
onductor
System
G
N
Generator
Disconnect
SE
RVIC
E G
RO
UN
DIN
G A
ND
BO
ND
ING
WITH
STAND
-BY G
ENER
ATOR
DETAIL
System
Bonding Jum
per
Neutral
Conductor
Equipm
entG
roundingC
onductorG
Neutral
ConductorN
eutralC
onductor
Equipm
entG
roundingC
onductor
Equipm
entG
roundingC
onductor
NTS 3
GE
NER
ATOR
SITE
800A
90A2P (ab)
HAC
R250A
3P
4-#250MCM,1-#4 GRD,3"C
80A2P (bc)
HAC
R150A
3P
4-#1/0,1-#6 GRD, 2"C
90A2P (ac)
HAC
R80A
2P (bc)
HAC
R80A
2P (ac)
HAC
R15A
2P (ab)
HAC
R
800A
NTS 3
ALTE
RN
ATE E
LEC
TRIC
AL R
ISER
45A3P
HAC
R
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E1.1
12043-01
7-27-2012
EG
P
RSG
ELECTR
ICAL R
ISER &
MAIN
DISTR
IBUTIO
NP
AN
EL
# DATE REVISION DESCRIPTION ---
A1 08-07-12 ADDENDUM #1 TMWA2 08-21-12 ADDENDUM #2 EGP
DU
PLEX REC
EPTAC
LE
D/R
-3
42"
(D) - D
ED
ICA
TED
DU
PLE
X(G
FI) - GR
OU
ND
FAU
LT INTE
RU
PTIN
G(IG
) - ISO
LATED G
RO
UN
D(P
) - PA
TIEN
T CH
AIR
LOC
ATIO
N,B
RO
WN
,GFI,H
OS
PITA
L GR
AD
E(W
) - PATIE
NT C
HA
IR LO
CATIO
N,W
HITE,G
FI,HO
SPITAL G
RA
DE
(GFIB
) - GR
OU
ND
FAU
LT BR
EA
KE
R P
RO
TEC
TED
LETTE
R D
EN
OTE
S B
RE
AK
ER
PA
NE
L.N
UM
BER
DE
NO
TES C
IRC
UIT N
UM
BER.
MO
UN
TING
HE
IGH
T A.F.F. (18" IF N
OT IN
DIC
ATE
D)
TV
SPEC
IAL EQU
IPM
EN
T CO
NN
ECTIO
N
DU
PLEX GR
OU
ND
ED R
ECEPTAC
LE (IVOR
Y UN
LESS NO
TED)
* IND
ICA
TES M
OU
NTIN
G H
EIG
HT TO
CE
NTE
R O
F RE
CE
PTA
CLE
GE
NE
RA
L GFI R
EC
EP
TAC
LE (IV
OR
Y)
* IND
ICATE
S MO
UN
TING
HE
IGH
T TO C
EN
TER O
F REC
EPTACLE.
SIN
GLE P
LUG
GFI R
EC
EP
TAC
LE NE
MA 5-20
(PRO
VID
E HO
SPITAL G
RA
DE IN
PATIEN
T CA
RE A
REAS AN
D TEC
H R
EPAIR)
* IND
ICA
TES M
OU
NTIN
G H
EIG
HT TO
CE
NTE
R O
F RE
CE
PTA
CLE
WALKE
RD
UC
T FLOO
R BO
X WITH
PO
WER
, CA
T 5 AND
PHO
NE
PR
OV
IDE W
ITH R
EQ
UIR
ED
AC
CE
SS
OR
IES TO
MATC
H FLO
OR
18" AFF M
OU
NTIN
G H
EIG
HT, U
NLE
SS O
THE
RW
ISE N
OTE
D, TO
CE
NTE
RO
F J-BO
X (N
OT A
LL SY
MB
OLS
SH
OW
N A
RE
NE
CE
SS
AR
ILY U
SE
D)
M
PATIE
NT C
ARE R
EC
EPTAC
LE (DE
DIC
ATE
D-BR
OW
N-H
OSP
ITAL GR
ADE G
FI).* IN
DIC
ATES M
OU
NTIN
G H
EIG
HT TO
CE
NTER
OF R
ECEPTAC
LE.
GE
NE
RA
L HO
SP
ITAL G
RA
DE
RE
CE
PTA
CLE
(IVO
RY
-GFI) A
SA
PP
LIED
IN P
ATIE
NT C
ARE
AR
EA
S.
* IND
ICATE
S MO
UN
TING
HE
IGH
T TO C
EN
TER O
F REC
EPTACLE.
HO
SPITA
L GR
ADE D
UPLEX G
RO
UN
DED
REC
EPTACLE (IVO
RY U
NLESS N
OTED
)* IN
DIC
ATE
S MO
UN
TING
HE
IGH
T TO C
EN
TER
OF R
EC
EP
TAC
LE
PO
WE
R P
LAN
SYMBO
LS
EC
ELE
CTR
ICA
L CO
NTR
ACTO
RE
ME
MER
GEN
CY
GC
GEN
ER
AL CO
NTR
ACTO
RM
CM
ECH
ANIC
AL CO
NTR
ACTO
RU
LU
ND
ER
WR
ITER
S LABO
RATO
RY
WH
WA
LL HE
ATE
RA
FF A
BO
VE
FINIS
HED
FLOO
RC
OF
CO
FFEE
MA
KER
EW
HE
LEC
TRIC
WA
TER
HEATER
FBO
FUR
NISH
ED BY O
WN
ERIB
CIN
BUILD
ING
CO
NTR
ACT
MIC
MIC
RO
WAVE
RE
FR
EFIG
ER
ATO
RC
ENT
CEN
TRIFU
GE
AB
BR
EV
IATIO
NS
4'-0"
1'-6"
4'-0"
4'-8"
1'-6"
9'-0" MAX
RE
FRIG
.3'-6"
WA
LL MO
UN
T T.V.TO
BE LO
CA
TED
AM
IN. O
F 7'6" A.F.F.
MIC
./CO
F.D
UP
LEX
OU
TLETS
DU
PLE
XO
UTLE
T
TIME
CLO
CK
DU
PLE
XO
UTLE
T
T.V.
(NIC
)
4'-0"
3'-6"
SW
ITCH
FOR
TVLO
CATED
INR
ECE
PTION
IST AREA
GE
NE
RA
L HO
SP
ITAL G
RA
DE
RE
CE
PTA
CLE
AT P
ATIE
NT S
TATIO
NS
ON
LY-S
EE
ELE
VA
TION
S O
N S
HE
ET E
4.1 (WH
ITE-G
FI RE
CE
PTA
CLE
S).
* IND
ICATE
S MO
UN
TING
HE
IGH
T TO C
EN
TER O
F REC
EPTACLE.
ELE
CTR
ICA
L CO
NTR
AC
TOR
TO R
EFE
R TO
DEM
OLITIO
N PLAN
D2.0
FOR
ALL E
XIS
TING
ELE
CTR
ICA
L FIXTU
RE
S THA
T MU
ST BE
RE
MO
VE
D. A
LL OB
SO
LETE
CO
ND
UIT, R
AC
EW
AY
S, W
IRIN
GD
EV
ICE
S AN
D A
PP
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AN
CE
S RE
SU
LTING
FRO
M TH
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N S
HA
LL BE
RE
MO
VE
D IN
ITS E
NTIR
ETY
AN
D A
LLA
CTIV
E S
OU
RC
E P
OIN
TS S
HA
LL BE
TER
MIN
ATE
D IN
A P
OS
ITIVE
AN
D C
OD
E CO
MP
LIAN
T MA
NN
ER
. FULL D
EM
OLITIO
N C
OS
TSS
HA
LL BE IN
CLU
DED
IN BA
SE BID
INC
LUD
ING
DISPO
SAL.
DEM
O N
OTE
1TY
PIC
AL MO
UN
TING
HE
IGH
T FOR
WIR
ING
DE
VICE
S2
DU
PLE
X R
EC
EP
TAC
LE D
IAG
RA
M
TSFSFA
1514
1716
34
12
VALVE
78 56
1112
910
VALVE
TC
FD
FD
FD
FDFD
FD
VALVE VALVE VALVE
13 PR
IVATED
IALY
SIS
104121 S
Q.FT.
SO
C. W
OR
KE
R /
DIE
TITIAN120
165 SQ
.FT.
EX
AM
122100 S
Q. FT.
RE
CE
PTIO
N116
115 SQ
. FT.
PD
/H
OM
E HE
MO
121144 S
Q. FT.
STA
FFTO
ILET
12447 S
Q. FT.
STA
FFTO
ILET
12547 S
Q. FT.
STA
FFLO
UN
GE
126187 S
Q. FT.
PA
TIEN
TTO
ILET/S
OILED
UTIL.
11851 S
Q. FT.
ITC
OM
MR
OO
M131
55 SQ
. FT.
I.W.
12852 S
Q. FT.
PA
TIEN
TTO
ILET
10263 S
Q. FT.
LAB
114107 S
Q. FT.
CLIN
ICM
AN
AG
ER
113104 S
Q. FT.
ME
DR
EC
OR
DS
11749 S
Q. FT.
STO
RA
GE
129780 S
Q. FT.
BLE
AC
HS
INK
110
WAITIN
GR
OO
M100
424 SQ
. FT.
HA
ND
WA
SH
SIN
K111
HA
ND
WA
SH
SIN
K112
RE
PA
IRFTM130
140 SQ
. FT.
ME
D105
BLE
AC
HS
INK
115
HAN
DIC
APH
AN
DW
AS
H106
NU
RS
E STATIO
N108
NU
RS
E STATIO
N109
CO
ATS
101
UTILITY
RO
OM
12752 S
Q. FT.
CO
RR
IDO
R123
WA
TER
TRE
ATM
EN
T133
AC
ID/BIC
ARB
132
TRE
ATM
EN
T RO
OM
103
P-55
P-55
P-55
P-55
P-53
P-53
D/P-51
P-53
P-61
72"
P-61
GFI/P-61
GFI/P-61
GFI/P-61
GFI/P-63
GFI/P-63
P-6348"
P-63
P-42
72"
P-42
60"D/GFIB/P-38
D/GFI/P-3642"
D/GFIB/P-3442"
P-42
P-65
P-65
P-65
P-65
P-59
P-59
P-59
D/G
FIB/P
-41
D/G
FIB/P
-49
D/P/GFI/P-31
W/GFI/P-12
P-59
P-47
P-47
P-47
P-47
D/P/GFI/P-29
W/GFI/P-12
D/P/GFI/P-27
W/GFI/P-10
D/P/GFI/P-25
W/GFI/P-10
D/P/GFI/P-44
W/GFI/P-48
D/P/GFI/P-46
W/GFI/P-48
GFI/P-5048"
D/R
-11D
/R-13
R-17 D/R-5D/R-7D/R-9
D/R
-1D
/R-3
SE
E P
LAN
NO
TE 4
SE
E P
LAN
NO
TE 4
CR
ASHC
ART
D/P-43
D/G
FI/P-33
44"
GFI/P
-35
GFI/P
-35
GFI/P
-45
GFI/P
-35
P-45
P-39
W/G
FI/P-6
D/P
/GFI/P-19
W/G
FI/P-8
D/P
/GFI/P-21
W/G
FI/P-6
D/P
/GFI/P-17
W/G
FI/P-8
D/P
/GFI/P-23
W/GFI/P-18
D/P/GFI/P-28
W/GFI/P-16
D/P/GFI/P-26
W/GFI/P-16
D/P/GFI/P-24
W/GFI/P-14
D/P/GFI/P-22
W/GFI/P-2
D/P/GFI/P-9
W/GFI/P-2
D/P/GFI/P-11
W/GFI/P-4
D/P/GFI/P-13
W/GFI/P-4
D/P/GFI/P-15
P-39
P-45
D/P
-37
D/P
/GFI/P-20
W/G
FI/P-14
GFI/P
-35G
FI/P-35
P-39
P-45
GFI/P-35
GFI/P-39
P-45
P-35
GFI/P-65
P-65
P-52
P-52
D/G
FI/P-67
48"
P-52
UC
R
CO
PIE
R
SE
E P
LAN
NO
TE 4
SE
E P
LAN
NO
TE 4
CE
NT.
MIC
RE
F
GFI/P-50
UC
R
P-50
W/GFI/P-30
D/P/GFI/P-32
SE
E P
LAN
NO
TE 5
GFI/P-6148"
GFI/P
-3942"
GFI/P-5048"
10A
6.1
P-42
SE
E P
LAN
NO
TE 3
D/P
-4042"
CO
F
42"GFI/P-42
P1
P4.0
10A
6.1
10A
6.1
GFI/P-57
P-35
10A
6.1P
1P
4.0
P1
P4.0
P1
P4.0
P1
P4.0
P1
P4.0
P-53
P-45
P1
P4.0
GFI/P
-35
P1
P4.0
GFI/P-4242"
GFI/P-4242"
R-29
R-29
HO
T WA
TER
HE
ATE
RC
IRC
ULA
TION
PU
MP
(R-29)
PA
PE
RSH
RED
DER
SE
E P
LAN
NO
TE 5
SE
E P
LAN
NO
TE 8
9A
6.1
MO
UN
TR
ECEP
TACLE
HO
RIZO
NTA
LLYA
T 38" AFF
P-45
MO
UN
T REC
EPTAC
LEH
OR
IZON
TALLY A
T 38" AFF
MO
UN
T REC
EPTAC
LEH
OR
IZON
TALLY A
T 38" AFF
HA
ND
WA
SH
SIN
K107
1A
6.2
DO
OR
PO
WE
RS
UP
PLY
(R-14)
DO
OR
PO
WE
RS
UP
PLY
(R-14)
P1
P4.0
GFI/P-6542" P
1P
4.0
SEC
UR
ITY PANEL
(D/R
-6)
FIRE ALAR
M C
ON
TRO
LP
AN
EL, S
EE
PLA
NN
OTE
6 (D/R
-4)
CEN
T
GFI/P-4748"
SE
E P
LAN
NO
TE 9
SE
E P
LAN
NO
TE 12
RTU
-1
1
RTU
-2
2
RTU
-3
3
RTU
-4
4
RTU
-5
5R
TU-6
6
RTU
-7
7
EF-1 8
EF-2 9
EH
-110
EH
-2 11
CU
/FC-1
12
WH
-1W
H -2
11112 345
2A
9.0
1A
9.0
3A
9.0
13A
9.010A
9.0
9A
9.0
8A
9.0
4A
9.2
11A
9.0
12A
9.1
10A
9.112
A9.0
1A
9.2
2A
9.2
3A
9.2
2A
9.1
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ND
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T ASS
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E ANY EX
PRESSED
OR
IMPLIED
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TEE THA
T CO
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S SO
IND
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TED AR
E ENTIR
ELYC
OM
PLETE, CO
RR
EC
T AN
D R
EPR
ESE
NTATIV
E OF TH
OSE A
CTU
ALLYE
XIS
TING
. ALL C
ON
TRA
CTO
RS S
HA
LL PR
OVE TO
THEM
SELVES AS TO ALL
EX
ISTIN
G C
ON
DITIO
NS
PR
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IDD
ING
, AN
D V
ERIFY
ALL D
IME
NS
ION
SA
T THE SITE.
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E2.0
12043-01
7-27-2012
EG
P
RSG
ELE
CTR
ICAL PO
WER
PLAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
A2 08-21-12 ADDENDUM #2 EGP
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CTO
RS S
HA
LL PR
OVE TO
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SELVES AS TO ALL
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ISTIN
G C
ON
DITIO
NS
PR
IOR
TO B
IDD
ING
, AN
D V
ERIFY
ALL D
IME
NS
ION
SA
T THE SITE.
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E2.1
12043-01
7-27-2012
EG
P
RSG
ELE
CTR
ICAL LIG
HTIN
GP
LAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
A2 08-21-12 ADDENDUM #2 EGP
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CTO
RS S
HA
LL PR
OVE TO
THEM
SELVES AS TO ALL
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ISTIN
G C
ON
DITIO
NS
PR
IOR
TO B
IDD
ING
, AN
D V
ERIFY
ALL D
IME
NS
ION
SA
T THE SITE.
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E2.2
12043-01
7-27-2012
EG
P
RSG
ELE
CTR
ICAL
CO
MM
UN
ICATIO
NS
PLAN
04'-0"
2'-0"8'-0"
SC
ALE
: 1/4" = 1'-0"
# DATE REVISION DESCRIPTION ---
A2 08-21-12 ADDENDUM #2 EGP
MINIM
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Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Steven H. Hagman P.E.N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
E4.0
12043-01
7-27-2012
EG
P
RSG
ELE
CTR
ICAL
DE
TAILS
# DATE REVISION DESCRIPTION ---
A2 08-21-12 ADDENDUM #2 EGP
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Proposed Tenant Improvement for:ARA - Dialysis Services of London
301 South Plaza, Kentucky Hwy. 192London, KY, 40741
Drafted B
y:
Checked B
y:
Date D
rafted:
Project #:
These drawings, as
instruments of service,
remain the property of the
Architect or E
ngineer. Anychanges, publication, oruse of any kind isprohibited unless expresslyauthorized by said party.
Copyright 2012
Christopher D. Kidd A.I.A., A.L.A., R.I.B.A.
N48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone 262.901.0505 / Facsimile 262.901.0510Email: [email protected] Website: www.ckiddarchitects.com
# DATE REVISION DESCRIPTION ---
S1.0
12043-01
07/27/2012
MW
TMW
DE
TAILS
A1 08-07-12 ADDENDUM #1 TMW
A1