Amendment_DRAWINGS.pdf
PDF 4 MB Posted
- Solicitation number
- 36C24920B0003
About this file
This solicitation is for a construction project to renovate Building 7 at the VA Medical Center in Memphis, Tennessee to create a Spinal Cord Injury Rehab Area. The scope of work includes renovations to existing spaces on the second floor including partition walls, flooring, ceilings, casework, and mechanical, electrical and plumbing systems. Construction documents provided include architectural drawings, specifications and mechanical drawings. The solicitation number is 36C24920B0003 and an IFB will be issued under solicitation number 36C24919B0001_1. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24920B0003 0007.docx | DOCX document | |
| 36C24920B0003 0006.docx | DOCX document | |
| 36C24920B0003 0005.docx | DOCX document | |
| 36C24920B0003 0004.docx | DOCX document | |
| Amendent_SPECS.pdf | ||
| Amend Rpt 0001.pdf | ||
| 36C24920B0003 0003.docx | DOCX document | |
| RFI Form - Renovate Bldg. 7 SCI Rehab Area.docx | DOCX document | |
| Contractor EMR Certification Form 2020.docx | DOCX document | |
| 36C24920B0003 0002.docx | DOCX document | |
| 36C24920B0003 0001.docx | DOCX document | |
| Drawings 614-19-102.pdf | ||
| Electric-Telecom Drawings.pdf | ||
| 36C24920B0003_1.docx | DOCX document | |
| Addendum G-101.pdf | ||
| Architectural Drawings 2.pdf | ||
| Wage Determination - Shelby County.pdf | ||
| Specifications.pdf | ||
| Architectural Drawings 1.pdf | ||
| Mechanical Drawings.pdf | ||
| Fire-Plumbing Drawings.pdf | ||
| General Drawings.pdf |
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Text version
ARCHITECTURAL ABBREVIATIONS SYMBOLS:
VIEW TITLES:
PLAN SYMBOLS:
MATERIALS IN SECTION - FILL PATTERNS:
A.F.F.
ACC. DR.
ADAAG
ACCESS.
ADJ.
ACOUST.
A.B.
ACT
ANOD.
A.C.
AL / ALUM.
L
APP.
APPROX.
ARCH.
AT
AT / FP
AVG.
A.W.I.
B.H.M.I.
BM.
BLKG.
BD.
BTM.
BLDG.
CFCI
CH.
CPT.
CLG.
CLG. HT.
CTR.
CL
C. TO C.
C.T.
CLR.
C.O.
CLOS.
CO.
COL.
CONC.
CORR.
COTR
CMU
CONF.
CONST.
CONT.
CONTR.
C.J.
DET.
DIA.
DIM.
DISP.
DR.
DN.
D.S.
DESC.
DWG.
EA.
ELEC.
EL.
E.W.C.
E.R.D.
E.P.
ENGR.
EQUIP.
EQ.
EXIST.
EXP.
E.J. (EXP. JT.)
EXP. TO STRUCT.
EXT.
ETD
FAC.
FDC
FT.
F.E.
F.E.C.
F.H.C.
FIN.
F.P.
F.F.
FLR.
F.D.
FLUOR.
FV.
RECEPTIONIST
REFERENCE
REINFORCEMENT
REQUIRED
REVISIONS / REVISED
RIGHT HAND
RIGHT HAND REVERSE
ROOM
ROUGH OPENING
RUBBER BASE
SEALED CONCRETE
SOLID CORE WOOD
SCHEDULE
SECTION
SEMI-GLOSS PAINT
SERVICE SINK
SHEET METAL
SIMILAR
SOUND TRANSMISSION CLASS
SPECIFICATION
SPRAYED FIRE RESISTIVE
MATERIAL
SQUARE
STAIN
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
TOILET
TELEPHONE
THICK
THRESHOLD
TEMPERED GLASS
TOP OF
TOP OF BEAM
TOP OF CONCRETE
TOP OF CURB
TOP OF STEEL
TOP OF WALL
TOUCH-UP
TYPICAL
UNDERWRITERS LABORATORIES
UNFINISHED
UNLESS NOTED OTHERWISE
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
VINYL COVE BASE
WIDTH
WITH
WATER CLOSET
WALL CLEAN OUT
WOOD
WINDOW
WIRE MESH PARTITION
WITHOUT
WATER RESISTANT GYPSUM
BOARD
WEATHERSTRIPPING
WINDOW ROUGH OPENING
YARD
ELEVATION
NUMBER (TYP.)
DWG. NO. WHERE
ELEVATION IS DRAWN
INTERIOR ELEVATION MARK
DWG. NO. WHERE
DETAIL IS DRAWN
CALLOUT HEAD
DETAIL
NUMBER (TYP.)
AREA COVERED
BY DETAIL
DOOR TAGROOM TAG PARTITION TYPE
CONCRETE / GROUT
STEEL
RIGID INSULATION
BATT INSULATION EXPOSED & FINISHED
WOOD TRIM
GYPSUM / PLASTER
PLYWOOD
ABOVE FINISHED FLOOR
ACCESS DOOR / PANEL
AMERICAN WITH DISABILITIES
ACCESSIBILITY GUIDELINES
ACCESSORIES
ADJUST/ ADJUSTABLE
ACOUSTICAL
ANCHOR BOLT
ACOUSTICAL CEILING TILE
ANODIZED
AIR CONDITIONING
ALUMINUM
AND
ANGLE
APPROVED
APPROXIMATE
ARCHITECTURAL
AT
ANTI TERRORISM / FORCE PROTECTION
AVERAGE
ARCHITECTURAL WOODWORK INSTITUTE
BUILDER'S HARDWARE MANUFACTURER'S
ASSOCIATION, INC.
BEAM
BLOCKING
BOARD
BOTTOM
BUILDING
CONTRACTOR FURNISHED CONTRACTOR
INSTALLED
CHANNEL
CARPET
CEILING
CEILING HEIGHT
CENTER
CENTER LINE
CENTER TO CENTER
CERAMIC TILE
CLEAR
CLEANOUT
CLOSET
COMPANY
COLUMN
CONCRETE
CORRIDOR
CONTRACTING OFFICER'S TECHNICAL
REPRESENTATIVE
CONCRETE MASONRY UNIT
CONFERENCE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONTROL JOINT
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOOR
DOWN
DOWNSPOUT
DESCRIPTION
DRAWING
EACH
ELECTRICAL OR ELECTRIC
ELEVATION
ELECTRIC WATER COOLER
EMERGENCY ROOF DRAIN
EPOXY PAINT
ENGINEER
EQUIPMENT
EQUAL
EXISTING
EXPANSION / EXPOSED
EXPANSION JOINT
EXPOSED TO STRUCTURE
EXTERIOR
ESTIMATED TRAVEL DISTANCE
FACTORY
FIRE DEPARTMENT CONNECTION
FEET
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FINISH
FLAT PAINT
FINISHED FLOOR
FLOOR
FLOOR DRAIN
FLUORESCENT
FIELD VERIFY
RECEP.
REF.
REINF.
REQ'D.
REV.
RH
RHR
RM.
R.O.
RB
SC
SCW
SCHED.
SECT.
S.G.P.
SSK
SHT. MET.
SIM.
STC
SPEC(S)
SFRM
SQ.
ST.
S.S.
STD.
STL.
STOR.
STRUCT.
SUSP.
TOIL. / TLT
TEL.
THK.
T'HOLD
TG
T/
TOB
TOC
T/C
TOS
T/W
TU
TYP.
U.L.
UNFIN
U.N.O.
VERT.
VEST.
VCT
VCB
W.
W/ W.C.
WCO
WD.
WDW.
W.M.P.
W/O W.R.G.B.
W.S.
W.R.O.
YD.
KEYNOTE
TAG
CEILING TAG
(TYPE & HEIGHT)
CEILING HGT.
CEILING TYPE
PARTITION TYPE
EQUIPMENT
TAG
GA.
GALV.
G.B.F.
GC
GFCI
GFGI
G.L.
G.P.
GL.
GOVT.
GYP.
GYP. BD. (GWB)
HKS
HR.
HDW.
HGT.
H.
H.P.
H.M.
HORIZ.
H.V.A.C.
IN.
I.D.
INSUL.
INT.
JAN.
J.C.
JT.
JST.
K.P.
LAM.
LDG.
LAV.
L.H.
LHR
LT.
LTG.
LONG.
LVR.
L.P.
MGR.
MANUF.
MATL.
MAX.
MECH.
MTL.
M.W.P.
MIN.
MISC.
N.I.C.
NO. (#)
NTS
NFPA
O.C.
OFCI
OFGI
O.H.
OPNG.
OPP.
O.D.
OSHA
OVHD
PDU
PT
PR.
PNL.
PART.
PLAS.
PL
PLYWD.
LBS. OR #
PSF
PSI
P.M.J.F.
PRE-FAB.
Q.T.
GAGE OR GAUGE
GALVANIZED
GYPSUM BOARD FURRING
GENERAL CONTRACTOR
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GIRT LINE
GLOSSY PAINT
GLASS
GOVERNMENT
GYPSUM
GYPSUM BOARD
HOOKS
HANDRAIL
HARDWARE
HEIGHT
HIGH
HIGH POINT
HOLLOW METAL
HORIZONTAL
HEATING VENTILATION & AIR
CONDITIONING
INCH
INSIDE DIAMETER
INSULATION
INTERIOR
JANITOR
JANITOR'S CLOSET
JOINT
JOIST
KICK PLATE
LAMINATE
LANDING
LAVATORY
LEFT HAND
LEFT HAND REVERSE
LIGHT
LIGHTING
LONGITUDINAL
LOUVER
LOW POINT
MANAGER
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
METAL
METAL WALL PANEL
MINIMUM
MISCELLANEOUS
NOT IN CONTRACT
NUMBER
NOT TO SCALE
NATIONAL FIRE PROTECTION
ASSOCIATION
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
GOVERNMENT INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
OUTSIDE DIAMETER
OCCUPATIONAL SAFETY AND
HEALTH ACT
OVERHEAD
POWER DISTRIBUTION UNIT
PAINT
PAIR
PANEL
PARTITION
PLASTER OR PLASTIC
PLATE
PLYWOOD
POUNDS
POUNDS / SQUARE FOOT
POUNDS / SQUARE INCH
PRE-MOLDED JOINT FILLER
PREFABRICATED
QUARRY TILE
DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)
NORTH ARROWS
FLOOR PLANS, ELEVATIONS OR DETAIL VIEWS TITLE
A-101
SIM
A-101
ROOM
NAME
101 1t 12'-0" 1i
A1
ELEVATIONS, DETAILS & CALLOUTS
SCALE: 1/8" = 1'-0"
REVISION
TAG
N
SECTION NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
WALL SECTION MARK
A1
A-101
SIM
DETAIL NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
DETAIL SECTION MARK
A1
A-101
SIM
1X
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592Revisions: Date:
ORIGINAL DRAWING SIZE (30"X42")
B
IM
/1
V A
B ld g
S p in a l C o rd
I n ju ry
R e h a b A re a /1
V
A B ld g
A rc h
V
.r v t
/9
/2
:5
:2
P M
A-001
GENERAL NOTES,
ABBREVIATIONS & SYMBOLS
RENOVATE BUILDING 7 SPINAL
CORD INJURY (SCI) REHAB AREA
VA MEDICAL CENTER, MEMPHIS, TN
614-19-102
BLDG 7
4/22/2020 MWD QVL
1. BASED ON THE ASBESTOS SURVEY REPORT THAT WAS PREPARED BY TERRACON CONSULTANTS, INC (DATED MAY 30, 2019) AND ASBESTOS SURVEY REPORT THAT WAS PROVIDED BY TTL ASSOCIATES (DATED JANUARY 2021, CONTRACTED THROUGH THE VA), THERE ARE AREAS OF ASBESTOS-CONTAINING BLACK MASTIC ASSOCIATED WITH NON-ASBESTOS VINYL FLOOR TILE THROUGHOUT AND ASBESTOS-CONTAINING BROWN DUCT JOINT SEALANT IN EXISTING ROOMS 2C115, C2-27 AND C2-29. REFER TO THE ASBESTOS SURVEY REPORTS, AD-101 DRAWING & SPECIFICATIONS FOR SPECIFIC REQUIREMENTS AND ASBESTOS RELATED INFORMATION
2. NOTE THAT ALL PERSONNEL HANDLING THE WORK SHALL HAVE CLASS III ASBESTOS TRAINING AS DEFINED IN THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) ASBESTOS STANDARD (29 CFR 1926.1101) AND SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE ON-SITE DOCUMENT ENTITLED "JAMES A. HALEY VETERANS' HOSPITAL, HOSPITAL MEMORANDUM NO. 138-14, ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM" AND DATED JULY, 2007.
GENERAL ASBESTOS CONTAINING MATERIAL NOTES
1. GC TO PROVIDE TEMPORARY CONSTRUCTION /
ENVIRONMENTAL BARRIERS AS REQUIRED BY VA TO FULLY
ENCLOSE ALL AREAS OF CONSTRUCTION. REFER TO EXISTING
VA ASBESTOS REPORT AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
2. WHERE TEMPORARY ENVIONMENTAL BARRIERS ARE
INSTALLED, GC TO ENSURE THAT A MINIMUM CLEAR DISTANCE
OF 5'-0" IS PROVIDED ON THE WALKING CIRCULATION SIDE OF
THE BARRIERS SO AS NOT TO IMPEDE THE FLOW OF WALKING
TRAFFIC.
GENERAL CONSTRUCTION /
ENVIRONMENTAL BARRIER NOTES
1. ALL FLOORS OF EXISTING BUILDING WILL BE FULLY OCCUPIED DURING
CONSTRUCTION. CONSTRUCTION MUST BE PHASED AS TO NOT SHUT DOWN
UTILITIES AND INFRASTRUCTURE (I.E. WATER, POWER, DATA, TELEPHONES, ETC.),
AS REQUIRED TO MAINTAIN DAILY, UNINTERRUPTED OPERATIONS.
2. PHASE CONSTRUCTION SO THAT NEW CONSTRUCTION WON'T INTERFERE WITH
EXISTING FUNCTIONS NEARBY. ONLY MAKE FINAL CONNECTIONS WITH EXISTING
BUILDING AFTER COMPLETION OF INSTALLATION.
3. NOTE THAT THERE IS VERY LIMITED PARKING AND MATERIAL STAGING AREAS ON
THE CAMPUS. GC TO COORDINATE WITH VA PROJECT MANAGER FOR REQUIRED
SPACE AVAILABILITY AND ACCESS.
4. GC TO COORDINATE SPECIFIC PHASING REQUIREMENTS WITH VA.
GENERAL PROJECT PHASING &
ACCESS NOTES
GENERAL PROJECT NOTES:
3. HAZARDOUS MATERIALS ABATEMENT PLAN AND ALL REQUIRED ABATEMENT WITHIN THE AREAS OF RENOVATION SHALL BE PERFORMED BY THE GC AS PART OF THIS CONTRACT PRIOR TO THE START OF SELECTIVE DEMOLITION.
4. IT SHALL BE UNDERSTOOD BY ALL PARTIES THAT THE SCOPE OF SERVICES PROVIDED BY ARCHITECT DOES NOT INCLUDE ANY SERVICES RELATED TO THE DETERMINATION OF MATERIAL OR ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. ARCHITECT IS NOT RESPONSIBLE IN ANY WAY FOR SAFETY PRECAUTIONS, INCLUDING MEASURES FOR THE PROTECTION OF THE CONTRACTOR OR SUB CONTRACTORS, NOR FOR THE PROTECT OF GOVERNMENT EMPLOYEES AND THE PUBLIC. SUCH RESPONSIBILITY FOR SAFETY PRECAUTIONS IS AND SHALL
REMAIN THAT OF THE GOVERNMENT AND THE CONTRACTOR.
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT
INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT
DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR
IMPLIED THEREFROM.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE
WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.
4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S
PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS,
ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING
REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE
CONTRACTING OFFICER'S REPRESENTATIVE ATTENTION PRIOR TO PROCEEDING WITH
THE WORK.
5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW WORK.
6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF
WORK AGREEMENT.
7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL
DISPOSAL OF MATERIALS AND RUBBISH.
8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL
NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING OF ANY
DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.
9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER
SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S
REPRESENTATIVE IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT
OF WORK.
10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO RECEIVE ONE
PRIMER COAT AND TWO COATS OF PAINT.
11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE
OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.
12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION
OPERATIONS SHALL BE APPLIED.
13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING
SHALL BE CONSTRUCTED AS DETAILED HEREIN.
14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).
15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT
MANUFACTURER'S STANDARDS.
16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE
CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY
BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.
17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL
APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.
18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC
CORROSION.
19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS
ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO
RELATED DRAWINGS AND DETAILS.
20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL
IS TO BE FINISHED OR FIRE-RATED AS INDICATED.
21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS,
THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE THE LOCATION OF
ADJACENT WALLS AND FRAMES.
22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE
SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT
THE CONTRACTING OFFICER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.
23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND
WALL SLEEVES INCLUDING CONDUITS WITH ALL MECHANICAL, ELECTRICAL, PLUMBING,
FIRE PROTECTION, AND ARCHITECTURAL DRAWINGS.
24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR
MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE
CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO
PROCEEDING.
25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS
SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE
RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.
26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE
FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON THE DRAWINGS.
27. INTERIOR PARTITION MOVEMENT CONTROL:
A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE
THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.
B. PROVISIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND INSTALLATION OF
INTERIOR PARTIONS FOR TYPICAL FLOOR DEFLECTIONS OF THE STRUCTURE UNDER
SUPERIMPOSED LOADS AS FOLLOWS:
TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2”.
28. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR
PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER
TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.
29. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED
IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO START OF SUCH WORK.
30. THE ARCHITECT SHALL NOT BE LIABLE TO THE OWNER OR CONTRACTOR FOR DAMAGE
RESULTING FROM CONFLICTS, INCONSISTENCIES, OR DEVIATIONS IN THE CONTRACT
DOCUMENTS DUE TO UNFORESEEN EXISTING CONDITIONS, ETC. THE CONTRACTOR SHALL
REPORT TO THE ARCHITECT ANY CONFLICTS, INCONSISTENCIES, OR DEVIATIONS
DISCOVERED PRIOR TO COMMENCEMENT OF FABRICATION/CONSTRUCTION.
31. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH REQUIREMENTS OF CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF DIMENSIONS AND
DETAILS, AND FOR COORDINATION OF THE WORK OF ALL TRADES.
32. CONTRACTOR TO FIELD VERIFY AND PROTECT ALL EXISTING CONDUITS AND SYSTEMS WHICH
ARE TO REMAIN UNDISTURBED THROUGHOUT THE CONSTRUCTION PERIOD. IMMEDIATELY
REPORT DAMAGE TO THE ARCHITECT IN WRITING AND REPAIR DAMAGES TO MEET CODES,
MANUFACTURER'S SPECIFICATIONS AND OWNER'S SATISFACTION. NOTIFY THE OWNER AND
ARCHITECT OF ANY DISCREPANCIES.
33. CONTRACTOR TO VERIFY REQUIRED EQUIPMENT (PLUMBING, ETC.) SLAB
OPENINGS/DEPRESSIONS DIMENSIONS/REQUIREMENTS PRIOR TO
FABRICATION/CONSTRUCTION OF SLAB - TYP.
34. THE DOOR TO THE CONSTRUCTION AREA SHALL BE MIN. 36" WIDE WITH A CLOSER AND LEVER
HANDLE LATCHSET, EITHER EXISTING, NEW OR TEMPORARY.
35. REMOVE AND STORE MATERIALS AND EQUIPMENT INDICATED TO BE REUSED OR RELOCATED
TO PREVENT DAMAGE IN A COOL DRY PLACE.
36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALL
REQUIRED CITY AND STATE PERMITS.
37. CONTRACTOR RESPONSIBLE FOR COORDINATING INTERIOR FINISHES LISTED IN PLANS,
SCHEDULES, NOTES, AND ELEVATIONS. NOTIFY ARCHITECTS OF ANY CONFLICTS,
INCONSISTENCIES, OR DEVIATIONS IN WRITING PRIOR TO CONSTRUCTION.
38. THE GENERAL CONTRACTOR AND SUBCONTRACTOR TO COORDINATE FINISH HARDWARE AND
KEYING WITH OWNER. CONTRACTOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM;
APPROVED BY OWNER.
39. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN
THE DESIGNATED CONSTRUCTION AREAS, STAGING AREAS OR HAUL ROUTES.
40. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS DIRECTED BY THE
OWNER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION
PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE
IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT
OF HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND
ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED
BY THE OWNER.
41. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY
TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE AS
APPROVED BY OWNER. THE CONTRACTOR SHALL PROVIDE ADEQUATE ROADWAY SIGNS TO
DIRECT DELIVERIES.
42. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION , MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR
THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE
CONTRACTOR AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL ERECT AND
MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGE AND
WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL
SUCH AREAS.
43. SUBMIT LIGHT GAUGE METAL FRAMING SHOP DRAWINGS SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED FOR APPROVAL.
44. PREPARE, APPLY, AND/OR INSTALL MATERIALS TO MEET ALL MANUFACTURER'S WARRANTIES
AND SPECIFICATIONS.
45. THE AVAILABILITY OF ALL MATERIALS DESIGNATED ON PLANS SHALL BE VERIFIED BY
CONTRACTORS AND SUBCONTRACTORS PRIOR TO ESTIMATE SUBMITTALS. CONTRACTOR TO
NOTIFY ARCHITECT IF MATCHING MATERIALS ARE NOT AVAILABLE. ANY SUBSTITUTIONS TO BE
REVIEWED AND APPROVED.
46. ESTABLISH PROCEDURES AND EXECUTE OPERATIONS TO PROVIDE CONTINUOUS SECURITY.
PROVIDE TEMPORARY PROTECTION FROM OPENINGS AND AT OTHER LOCATIONS AS MAY BE
APPROPRIATE DURING CONSTRUCTION. DENY ENTRANCE OF UNAUTHORIZED PERSONS INTO
WORK AREA.
47. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
DURING DEMOLITION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER
TEMPORARY BRACING, GUYS OR TIE-DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE
REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF
THE PROJECT.
48. ALL RFI's, PROPOSED CHANGES, OR PROPOSED VALUE ENGINEERING ITEMS MUST HAVE A COST SUBMITTED AND ITS IMPACT (i.e. NO COST, ADDITIONAL COST, CREDIT, CONSTRUCTION
SCHEDULE IMPACT,ETC.) PRIOR TO ARCHITECT'S APPROVAL. IT SHALL BE UNDERSTOOD
OMISSION OF THESE ITEMS REPRESENTS THERE IS NO COST OR SCHEDULE INCREASE
ASSOCIATED.
49. ALL CUTTING AND PATCHING SHALL BE PERFORMED BY THE GENERAL CONTRACTOR.
GENERAL CONTRACTOR SHALL INCLUDE COST OF ALL REQUIRED CUTTING AND PATCHING
FOR ALL TRADES IN THEIR ESTIMATE.
50. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE
CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY
BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.
51. SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE
AND SECURE MANNER. CONTRACTOR TO COMPLY WITH ALL OSHA STANDARDS AND
REGULATIONS.
52. FLOAT OUT AND/OR GRIND FLOOR IRREGULARITIES WHERE OCCURRING AS NECESSARY FOR
SMOOTH LEVEL FLOOR IN CONDITION TO RECEIVE SCHEDULED FLOOR MATERIALS. COMPLY
WITH ALL MATERIAL MANUFACTURES RECOMMENDATIONS (INCLUDING SLAB MOISTURE
REQUIREMENT), ALL CODES (FED, STATE AND LOCAL, ETC) AND SPECS AND DRAWINGS.
53. ALL WOOD BLOCKING AND CONCEALED LUMBER TO BE FIRE RETARDANT TREATED. G.C.
SHALL COORDINATE ALL REQUIRED BLOCKING WITH THE OWNER & OWNER'S VENDOR(S)
FOR ALL WALL MOUNTED ACCESSORIES & MISC WALL MOUNTED OR RECESSED ITEMS.
54. PROVIDE DENS-SHIELD (OR EQUAL TILE BACKER BOARD AS APPROVED BY ARCHITECT) AT
ALL TILE & TILE WET WALL LOCATIONS U.O.N.
55. CONTRACTOR TO FRAME FOR RIGID CONDITION AT ALL FRAMING CONDITIONS. TO
INCLUDE BUT NOT LIMITED TO DOORS, WINDOWS, WALLS, ROOF, ETC.
56. CONTRACTOR TO PROVIDE ALL ENGINEERING AND SHOP DRAWINGS OF ALL GLAZED
WINDOW SYSTEMS (INCLUDING ALL ANCHORAGE CONDITIONS - SIGNED AND SEALED) .
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. PROVIDE
WATERPROOF CONDITION AT ALL GLAZING SYSTEMS.
57. PROVIDE OPENINGS IN NEW AND EXISTING WALLS, FLOORS, AND ROOF FOR ALL
MECHANICAL, ELECTRICAL, PLUMBING, ETC. PROVIDE FLASHING, COUNTER-FLASHING,
SEALANTS, SMOKE BARRIERS / DAMPERS, AND FIRE-SAFING REQUIRED TO MEET
MANUFACTURER'S WARRANTIES AND SPECIFICATIONS, FED, STATE AND LOCAL CODES.
COORDINATE WITH M.E.P. DRAWINGS. COORDINATE WITH ALL TRADES. NOTIFY
ARCHITECT IN WRITING OF ALL DISCREPANCIES. PROVIDE REVISIONS PRIOR TO
CONSTRUCTION.
58. ALL UNDERGROUND, UTILITY LINES AND CABLES TO REMAIN SHALL BE PROTECTED.
NOTIFY ARCHITECT IN WRITING OF ANY DAMAGE TO EXISTING ITEMS TO REMAIN.
59. DIMENSIONS ARE TO FACE OF EXISTING WALL/CONSTRUCTION, STRUCTURAL COLUMN
CENTERLINES, OR FACE OF STUD OR CMU UNLESS OTHERWISE NOTED.
60. PROVIDE BLOCKING AND OR SHIMS NECESSARY TO INSTALL, BUT NOT LIMITED TO, DOORS, WINDOWS, FIXTURES, MILLWORK, AND EQUIPMENT, WHICH WILL MEET ALL
MANUFACTURER'S WARRANTIES AND SPECIFICATIONS. BLOCKING TO MEET ALL
APPLICABLE FEDERAL, STATE, AND LOCAL CODES.
61. ALL EXPOSED INTERIOR AND EXTERIOR BUILDING FEATURES SHALL BE PAINTED (UNLESS
OTHERWISE SPECIFICALLY NOTED) IF NOT SUPPLIED AS A FINISH PRODUCT PER OWNER
OR SPECIFIED BY ARCHITECT, COORDINATE AND PROVIDE FINISH. PAINTING EXCLUDES
GALVANIZED AND/OR PRE-FINISHED FACTORY ITEMS.
62. STRUCTURAL MEMBERS: ANY STRUCTURAL MEMBERS ACCIDENTALLY OR INTENTIONALLY
CUT WITHOUT PROPER AUTHORIZATION SHALL BE RESTORED TO ORIGINAL INTEGRITY
AND CONDITION TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER.
63. ALL FIELD ADJUSTMENTS SHOULD COMPLY WITH THE INTENT OF THE CONTRACT
DOCUMENTS AND ALL APPLICABLE CODES. NOTHING SHALL RELIEVE THE CONTRACTOR
FROM COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ALL
APPLICABLE CODES. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF
DIMENSIONS AND DETAILS, QUANTITIES FOR COORDINATION OF ALL TRADES AND
CONDITIONS (CLEARANCES, FIXTURES, EQUIPMENT, ETC) AND ANY ADDITIONAL COSTS
INCURRED AS A RESULT OF CONTRACTOR REQUESTED FIELD ADJUSTMENTS.
64. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED
STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL
REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING
REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR
TO COMMENCEMENT OF WORK.
65. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS
SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS,
FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.
66. ARCHITECT'S REVIEW OF SHOP DRAWING'S IS FOR GENERAL COMPLIANCE WITH
CONTRACT DOCUMENTS ONLY. SHOP DRAWINGS MARKED "NO EXCEPTIONS TAKEN" OR
"COMPLY WITH MARKINGS" AS WELL AS ANY ADDITIONAL MARKINGS OR NOTES DO NOT
RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF
DIMENSIONS AND DETAILS, AND FOR COORDINATION OF THE WORK OF ALL TRADES.
67. THE GC SHALL INSTALL AND MAINTAIN TEMPORARY SIGNAGE FOR ALL PHASES OF
CONSTRUCTION TO INDICATE "WARNING - CONSTRUCTION AREA - DO NOT ENTER" ON THE
DOOR TO THE CONSTRUCTION AREA.
68. PROVIDE FIRE AND SMOKE JOINT SYSTEMS , FIRE SAFEING, FIRE AND SMOKE CLOSURES, ETC. TO MAINTAIN FIRE AND SMOKE RATINGS AT ALL FIRE AND SMOKE WALL LOCATIONS, AND WHERE ALL SHAFTS AND WALLS INTERSECT FLOOR AND ROOF DECKS. COMPLY WITH
IBC 715
69. THE FOLLOWING PLANS ARE INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL
KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING
EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM
LIMITED FIELD OBSERVATIONS AND THE EXISTING AS-BUILTS WHICH MAY NOT BE UP TO
DATE. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES AND CONDITIONS THAT
EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY ALL SERVICES, CONDITIONS
AND LOCATIONS PRIOR TO ANY DEMOLITION WORK COMMENCING. ANY DEVIATIONS
IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE
ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION
SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS AND THE COST OF
NECESSARY CONSTRUCTION REVISIONS DUE TO CONFLICTS AND/OR UNFORESEEN
CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION
WHETHER SHOWN ON THE PLANS OR NOT.
70. THE CONTRACTOR SHOULD OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY
WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITY THAT GENERATES SPARKS
CAPABLE OF CAUSING COMBUSTION. SEE NFPA 51B AND APPENDIX A FOR ADDITIONAL
INFORMATION. PROVIDE A FIRE WATCH AND/OR A GUARD WATCH AS REQUIRED BY NFPA
601 DURING THE PROCESS OF CUTTING, WELDING, BRAZING, GRINDING OR OTHER
ACTIVITY THAT GENERATES SPARKS CAPABLE OF CAUSING COMBUSTION , ETC.
71. CONTACT ARCHITECT TO CLARIFY ANY DRAWING DISCREPANCY AND/OR CONFLICTS OF
DIFFERENT BIDDING ELEMENTS/ COMPONENTS. FOR THE PURPOSES OF PRICING AND
BIDDING ASSUME THE MORE COSTLY OPTION .
AMENDMENT 0001 2 - 5 - 21
AREA OF WORK
2ND FLOOR
ELEVATOR ELEVATOR ELEVATOR
STAIR
NO 4
STAIR
NO 5
ELEVATOR ELEVATOR ELEVATOR
STAIR
NO 4
STAIR
NO 5
A-402B1
COMM
2C100
EC
2C101
COMM
2C100
EC
2C101
CORRIDOR
C2-30
CORRIDOR
C2-30
PRIVATE
TREATMENT
2C104
WAITING
2C102
CHECK-IN
DESK
2C103
STORAGE
2C105
DRIVER
THERAPY
2C106
MULTI-PURPOSE
ROOM
2C107
MEN
(PATIENT)
2C108
WOMEN
(PATIENT)
2C109
EQUIP.
STORAGE
2C110
PHYSICAL
THERAPY
(PT)
2C111
KINESIO-THERAPY
(KT)
2C112
OCCUPATIONAL
THERAPY
(OT)
2C113
BREAKROOM
2C114
WOMEN
(STAFF)
2C115
MEN
(STAFF)
2C116
COMM
2C117
EL
2C118
JAN
2C119
RECREATIONAL
THERAPY
2C120
STORAGE
2C121
CORRIDOR
C2-27
CORRIDOR
C2-28
A-402
E1
A-402 E6
A-401
C6
A-401
C3
E8
C1
2C104
2C105
2C106
2C108
2C109
2C107
2C110
2C117 2C118 2C110A
2C114
2C115
2C116 2C119 2C120
2C121
C2-28
C2-27
STORAGE
2C111A
CHARTING
2C112A
CHARTING
2C113A
/2
/2
/2
/2
/2
19' - 2" 8' - 6" 15' - 8" 10' - 9 1/2"
35' - 0 1/2"
A-402
E3
A
A
B2
A
A
A
B
B2
B
B
A
B
2C111A
A
D
D
D
D
15' - 2 1/2" 12' - 1"
9' - 0" 9' - 9" 8' - 11"
STORAGE
2C114A
2C114A
B2
A-402
F4
F1
9' - 10 1/2" 15' - 0" 2' - 9 1/2"
A-401
C8
FEC
OPEN COURTYARD
OPEN COURTYARD
OPEN COURTYARD
OPEN COURTYARD
/2
/2
/2
/2
FE
A-101
B5
B
B
B1
6' - 6"
7' - 6"
D
16' - 6"
1' - 4"
B
9'
6"
10' - 10"
D
D
D
D
M
IN
1. ALL DIMENSIONS ARE TO FACE OF GWB, U.N.O.
2. ALL NEW WALLS ARE TO BE PARTITION TYPE A, U.N.O. SEE A-371 FOR PARTITION TYPES.
3. ALL WALLS SHALL HAVE FULL HEIGHT SOUND ATTENUATION BLANKETS, TYP. U.N.O.
4. WHEN FLOOR, WALL, AND CEILING ARE REQUIRED TO BE PATCHED, THE CONTRACTOR SHALL PATCH WITH NEW
LIKE MATERIALS TO MATCH WITH THE EXISTING ADJACENT SURFACES, UNO.
5. ALL NEW WORK SHALL BE COMPLETE AND OPERATIONAL
6. CONTRACTOR IS RESPONSIBLE FOR REROUTING ANY CONDUITS, WIRING, PLUMBING, OR PIPING AS REQUIRED TO ACHIEVE THE DESIRED LAYOUT SHOWN. NEW REROUTING LOCATIONS SHALL BE CONCEALED WITHIN WALL. WHEN IT IS IMPOSSIBLE TO CONCEAL ITEMS, LOCATE ITEMS TIGHT AGAINST WALLS-ENCLOSE ITEMS WITH GWB WITHOUT
DISRUPTION OF SERVICE TO OTHER AREAS..
7. TYPICAL WALL JAMB TO BE 4" FROM WALL AT HINGE SIDE OF DOOR U.N.O.
8. ALL PENETRATIONS/HOLES IN EXISTING OR NEW WALLS & FLOORS SHALL BE PROPERLY PATCHED TO MATCH ADJACENT AREA OR FIRESTOPPED AS REQUIRED, EVEN IF PENETRATIONS/HOLES ARE COVERED BY NEW
MILLWORK.
9. PROVIDE ALL NEW WALLS AS SHOWN IN WALL TYPES, IF THICKNESS IS DIFFERENT FROM ADJACENT EXISTING WALL, CONTRACTOR IS REQUIRED TO ADD LAYERS OF GWB TO EXG. OR NEW WALLS AS REQ'D. FOR FLUSH
CONDITION.
10. SUPPORT ALL WALL AND CEILING MOUNTED ITEMS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
COORDINATE WITH WALL AND CEILING TYPES, TYPICAL.
11. WHERE WALL, FLOOR, CEILING ARE SCHEDULED TO REMAIN OR PARTS OF WALLS ARE DAMAGED OR OPEN DUE TO CONSTRUCTION, CONTRACTOR SHALL PATCH AND REPAIR AS REQUIRED FOR A CLEAN FINISH LOOK AND SAME PREVIOUS CONDITION. PRE ALL SURFACES WHERE ARE SCHEDULED TO RECEIVE NEW FINISHES AS REQUIRED.
12. PROVIDE BLOCKING IN ALL WALLS WHERE CABINETRY, SPECIALTY SHELVING OR A/V EQUIPMENT IS TO BE
LOCATED.
13. PROVIDE ALL NONCOMBUSTIBLE TYPE BACKING AND BLOCKING IN WALLS AND CEILINGS AS REQ'D. TO RIGIDLY SECURE ALL WALL & CEILING MOUNTED ITEMS WITH ALL WOOD BLOCKING TO BE FIRE RETARDANT TYPE. COORD.
W/OWNER AND OWNER'S SPECIAL EQUIPMENT CONTRACTOR FOR LOCATION OF ALL WALL & CEILING MOUNTED
ITEMS OTHER THAN THOSE SCHEDULED.
14. SEE MATERIAL, FINISH SCHEDULES, AND FLOORING PLANS FOR ADDITIONAL FINISH INFORMATION AND LOCATIONS
15. PREPARE WALLS TO RECEIVE FINISH AS INDICATED ON THE FINISH SCHEDULE AND APPROPRIATE SPEC. SECTION IN ACCORDANCE WITH MANUF. RECOMMENDATIONS (U.O.N.). IF OTHERWISE NOTED INSTALLATION METHOD CONFLICTS WITH MANUF. RECOMMENDATIONS NOTIFY ARCHITECT IN WRITING PRIOR TO MATERIAL ORDER, FABRICATION OR INSTALLATION.
16. SEE REFLECTED CEILING PLANS FOR ADDITIONAL CEILING MATERIAL LOCATION, AND SOFFIT LOCATIONS/HEIGHTS.
17. SMOKE BARRIERS, FIRE BARRIERS, FIRE PARTITIONS, ETC. SHALL BE CONTINUOUS FROM SLAB TO UNDERSIDE OF ROOF DECK AND SHALL BE COMPLIANT WITH REGULATIONS SET FORTH IN FBC CHAPTER 7, NFPA 101 AND ALL FED., STATE AND LOCAL CODES. PERMANENTLY LABEL AND IDENTIFY ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, OR ANY OTHER PROTECTED ASSEMBLY ABOVE DECORATIVE CEILINGS AND IN CONCEALED
SPACES PER ALL FED., STATE AND LOCAL CODES.
18. PROVIDE 1/2" RADIUS BULL-NOSE CORNERS AT ALL VERTICAL GWB CORNER LOCATIONS (EXCLUDING DROP SOFFIT, CEILING LOCATIONS, AND CORNERS THAT ARE TO RECEIVE CORNER GUARDS - SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION)
19. DO NOT ATTACH AND/OR FASTEN LT. GAUGE FRAMING TO GWB WALL PARTITION MEMBRANES SUSPENDED/ FASTENED TO WALL STRUCTURE BY RESILIENT CLIPS, CHANNELS, FASTENERS, MTL FRAMING MEMBERS, ETC.-TYP.
20. PROVIDE UL APPROVED PENETRATION PROTECTION AT ALL RATED WALL ASSEMBLIES, RATED HORIZONTAL ASSEMBLIES AND ALL WALL DOUBLE TOP PLATE PENETRATIONS AS PER FBC CHAPTER AND ALL FED., STATE AND
LOCAL CODES - TYP.
GENERAL FLOOR PLAN NOTES:
NEW RATED WALL LEGEND
1-HR RATED FIRE BARRIER
2-HR RATED FIRE BARRIER
1-HR FIRE RATED SMOKE BARRIER
SMOKE PARTITION
GC TO MODIFY EXISTING REMAIN WALLS/PARTITIONS
AS REQUIRED TO MEET FIRE RATED REQUIREMENT AS
SHOWN ON NEW FLOOR PLAN
LEGEND
EXISTING CONCRETE AND / OR STUD
WALLS / PARTITIONS TO REMAIN
NEW STUD WALLS / PARTITIONS
EXISTING FIRE EXTINGUISHER
CABINET TO REMAIN
EXISTING WALL MOUNTED FIRE
EXTINGUISHER TO REMAIN
FEC
FE
24/48
3' - 4" 4' - 0"
30/36
34/41
2' - 6" 4' - 10"
ADA SIDE APPROACH
BBF
CHECK-IN
DESK
2C103
WAITING
2C102
PRIVATE
TREATMENT
2C104
D5
A-101
A D
A S
ID
E
A P
P R
O A
C H
7' - 4"
B A
D5
A-101
CRASH RAIL AS
SCHEDULED. GC TO
PROVIDE CONT. BLOCKING
AS REQUIRED FOR RIGID
CONDITION
8' CLEAR MIN. CORRIDOR
FURNITURE SYSTEM.
PROVIDE GROMMETS AS
REQUIRED. SEE ELECT.
DRAWINGS FOR ADDITIONAL
WORKS
SS-2
COORDINATE FURNITURE
SYSTEM MANUFACTURER
TO PROVIDE PL-2 WHERE
PLASTIC LAMINATE OCCURS
BBF
NOTES:
FIELD INSTALL GROMMET HOLES IN ALL BUILT
IN CABINETS FOR ELECTRICAL CORDS ALONG
WITH PROVIDING ADDITIONAL GROMMETS
WHERE INDICATED.
GROMMETS - PROVIDE A GROMMET SAT
EACH LOCATION WHERE POWER AND/OR
SIGNAL DEVICE OCCURS BELOW A
COUNTERTOP
THIS DETAIL IS TO PROVIDE CRITICAL
DIMENSIONS & NOTES. REFER TO
SPECIFICATIONS & MANUFACTURER DETAILS
FOR MORE INFORMATION.
2' - 6" OR 2'-0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592Revisions: Date:
ORIGINAL DRAWING SIZE (30"X42")
B
IM
/1
V A
B ld g
S p in a l C o rd
I n ju ry
R e h a b A re a /1
V
A B ld g
A rc h
V
.r v t
/5
/2
:1
:0
P M
A-101
PARTIAL 2ND LEVEL - FLOOR PLAN RENOVATE BUILDING 7 SPINAL
CORD INJURY (SCI) REHAB AREA
VA MEDICAL CENTER, MEMPHIS, TN
614-19-102
BLDG 7
4/22/2020 MWD QVL
SCALE: = 1'-0"
0 8 168
1/8"
KEYPLAN
N
SCALE: 1/8" = 1'-0"F1
PARTIAL 2ND LEVEL - NEW FLOOR PLAN
KEYNOTES - NEW
NO. DESCRIPTION
8 EXISTING 3'H POST. PROVIDE NEW DOOR OPENER
AT THE SAME LOCATION.
9 NEW PLUMBING FIXTURE AT THE EXISTING
LOCATION. REFER TO A-571 FOR MOUNTING
HEIGHTS INFORMATION
10 2 TIER METAL LOCKERS. PROVIDED & INSTALLTED
BY GC.
11 WALL MOUNTED PULLEYS AREA. CONTRACTOR TO
PROVIDE 7' H VENEER PLYWOOD SURFACE.
PLYWOOD SHALL BE 3/4" A GRADE WHITE BIRCH
WITH TRANSPARENT FINISH. COORDINATE WITH
VA FOR WIDTHS AND LOCATIONS.
KEYNOTES - NEW
NO. DESCRIPTION
1 NEW STOREFRONT PARTITION ON TOP OF 42"H
GWB PARTITION, TYP.
2 MODIFY EXISTING WALL / PARTITION TO MEET FIRE
RATED REQUIREMENT AS WALL LEGEND SHOWN.
3 REINSTALL EXISTING MEDICAL GAS RACKS.
4 PATCH AND REPAIR EXISTING WALL AS REQUIRED
TO RECEIVE NEW FINISHES AS SCHEDULED.
5 FURNITURE SYSTEM. VA PROVIDED, VA INSTALLED.
6 FURNITURE BY VA.
7 PROVIDE 3 LEVEL ADJUSTABLE METAL SHELVING
SYSTEM. MAXIMUM HEIGHT 7'-6" TO AVOID
CONFLICT WITH FIRE SPRINKLERS. REFER TO
F5/A-101 FOR BASIS OF DESIGN.
SCALE: 1/2" = 1'-0"B5
ENLARGED PLAN AT NURSE STATION
SCALE: = 1'-0"
0 2 42
1/2"
SCALE: 1 1/2" = 1'-0"D5
TYP. SECTION AT FURNITURE SYSTEM
SCALE: N.T.S.F5
BASIS OF DESIGN - ADJUSTABLE METAL SHELVING SYSTEM
SCALE: = 1'-0"1 1/2"
01 1
PROVIDED AND INSTALLED BY VA
PROVIDED AND INSTALLED BY VA
REF.
GENERAL FURNITURE PLAN NOTES:
1. ALL FURNITURE & EQUIPMENT BY VA / NIC, UNO.
2. REFER TO OTHER DRAWINGS FOR ELECTRICAL & SECURITY SYSTEM
3. PROVIDE BLINDS/SHADES FOR ALL WINDOWS
FURNITURE LEGEND
FURNITURE &
EQUIPMENT - N.I.C
WHITE BOARD - VA PROVIDED, GC
INSTALLED. COORDINATE WITH VA FOR
LOCATION.
TACK BOARD - VA PROVIDED, GC
INSTALLED. COORDINATE WITH VA
FOR LOCATION.
WALL MOUNTED TV/MONITORS. VA
PROVIDED, GC TO PROVIDE BLOCKING FOR
RIGID CONDITION. COORDINATE WITH VA
FOR LOCATION. GC TO PROVIDE POWER &
DATA
WB
TB
TV
CORRIDOR
C2-30
ELEVATOR ELEVATOR ELEVATOR
STAIR
NO 4
STAIR
NO 5
COMM
2C100
EC
2C101
PRIVATE
TREATMENT
2C104
WAITING
2C102
STORAGE
2C105
CORRIDOR
C2-27
PHYSICAL
THERAPY
(PT)
2C111
KINESIO-THERAPY
(KT)
2C112
OCCUPATIONAL
THERAPY
(OT)
2C113 EQUIP.
STORAGE
2C110
MULTI-PURPOSE
ROOM
2C107
WOMEN
(PATIENT)
2C109
MEN
(PATIENT)
2C108
EL
2C118
COMM
2C117
STORAGE
2C121
JAN
2C119
MEN
(STAFF)
2C116WOMEN
(STAFF)
2C115
RECREATIONAL
THERAPY
2C120
BREAKROOM
2C114
CORRIDOR
C2-28
DRIVER
THERAPY
2C106
A-171
C4
A-171
F4
A-171
F7
STORAGE
2C111A
CHARTING
2C112A
CHARTING
2C113A
A-171
D7
STORAGE
2C114A
OPEN COURTYARD
OPEN COURTYARD
1' - 4"
CHECK-IN
DESK
2C103
TV
TV
TV
TV
A-171
B7 AREA OF WORK
2ND FLOOR
PT16964
PT36094
PT24946
PT72999
PT45331
PT46605
PT71860
PT71861
PT72292
PHYSICAL
THERAPY
(PT)
2C111
PT74356
PT24946
STORAGE
2C111A
TB WB
KT12494
KT47530
KT14799
KT41181
KT56780
KT81652
KT12494
KINESIO-THERAPY
(KT)
2C112
CHARTING
2C112A
TB
W.C.
OT38603
OT44746 OT39162
OT25782
OT52473
OT39222
OT40176
OT49891
CHARTING
2C113A
OCCUPATIONAL
THERAPY
(OT)
2C113
TBWB
W.C.
DT00001
DRIVER
THERAPY
2C106
DT00002
TV
TV
TV
RT47806
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592Revisions: Date:
ORIGINAL DRAWING SIZE (30"X42")
B
IM
/1
V A
B ld g
S p in a l C o rd
I n ju ry
R e h a b A re a /1
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P M
A-171
PARTIAL 2ND LEVEL - FURNITURE /
EQUIPMENT PLAN
RENOVATE BUILDING 7 SPINAL
CORD INJURY (SCI) REHAB AREA
VA MEDICAL CENTER, MEMPHIS, TN
614-19-102
BLDG 7
4/22/2020 MWD QVL
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"F1
PARTIAL 2ND LEVEL - FURNITURE / EQUIPMENT PLAN
KEYPLAN
N
EQUIPMENT SCHEDULE
DT00001 DRIVER STIMULATOR - MEDIA
DT00002 DRIVER STIMULATOR - PHYSICAL
KT12494 WEIGHT SET EXCERCISE PT LATS BAR
KT14799 LIFE STEP
KT41181 EXER ARM & LEG PT
KT47530 TABLE PHYSICOTHERAPEUTIC
KT56780 RECUMBENT EXERCISE CYCLE
KT81652 TABLE STANDING AND TREATMENT TILT TABLE MORORIZED
OT25782 ARM SUSPENSION SLING MOBILE TYPE
OT38603 CABI STG FLAME LQD
OT39162 TABLE PHYSICOTHERAPEUTIC, MAT ELECTRIC
OT39222 ARM-WRIST SHOULDER, PHYSICAL
OT40176 EXERCISER, SHOULDER PHYSICAL THERAPY
OT44746 TABLE PHYSICOTHERAPEUTIC
OT49891 EXERCISER ASSEMBLY PHYSICAL THERAPY
OT52473 STIMULATOR NERVE
PT16964 WALKER, INVALID, SUSPENSION
PT24946 TABLE PHYSICOTHERAPEUTIC
PT36094 EXERCISE STAIRS - PT
PT45331 PARALLEL BARS WITH GLIDER (35847 & 35846)
PT46605 STAND APPARATUS STABILIZER
PT71860 VITQL SIGNS MONITOR
PT71861 VITQL SIGNS MONITOR
PT72292 EXCERCISE CHAIR
PT72999 WALKER, INVALID, SUSPENSION
PT74356 EXCERCISE CHAIR
RT47806 BICYCLE ARM POWER HAN
SCALE: 1/4" = 1'-0"C4
ENLARGED PLAN
SCALE: 1/4" = 1'-0"F4
ENLARGED PLAN
SCALE: 1/4" = 1'-0"F7
ENLARGED PLAN
SCALE: 1/4" = 1'-0"D7
ENLARGED PLAN
SCALE: = 1'-0"
0 4 84
1/4"
NOTES:
• FURNITURE & EQUIPMENT PROVIDED BY VA. GC TO COORDINATE WITH
VA WITH INSTALLATION AND REUSE EXISTING FURNITURE &
EQUIPMENT.
• COORDINATE WITH VA & EXISTING PATIENT LIFTS FOR FURNITURE &
EQUIPMENT LOCATION.
• REFER TO ELECTRICAL FOR POWER REQUIREMENT.
SCALE: 1/4" = 1'-0"B7
ENLARGED PLAN
KEYNOTES - FF&E
NO. DESCRIPTION
1 REINSTALL EXISTING MEDICAL GAS RACKS.
2 FURNITURE BY VA.
3 EXISTING S.S. 1 PIECE COUNTER TOP AND SINK TO REMAIN.
4 EQUIPMENT STORAGE FURNITURE BY VA. COORDINATE WITH VA FOR
STORAGE HEIGHT AND TV MOUNTED HEIGHT
5 WALL MOUNTED PULLEYS AREA. CONTRACTOR TO PROVIDE 7' H
VENEER PLYWOOD SURFACE. PLYWOOD SHALL BE 3/4" A GRADE
WHITE BIRCH WITH TRANSPARENT FINISH COORDINATE WITH VA FOR
WIDTHS AND LOCATIONS
1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 25 GAUGE (MIN.) AT 16" AT O.C. UNLESS OTHERWISE NOTED. STUDS SHALL BE DESIGNED FOR A 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX. DEFLECTION. STUD THICKNESS (GA.) AND DEPTHS INDICATED ARE MINIMUMS, WHILE STUD SPACING IS A MAXIMUM ON CENTER SPACING. WHERE REQUIRED PARTITION HEIGHTS
EXCEED ALLOWABLE CRITERIA, STUD THICKNESS SHALL BE INCREASED AND/OR STUD SPACING
REDUCED AS REQUIRED TO MEET STATED CRITERIA. WHERE WALL HUNG CABINETS, EQUIPMENT, OR
FIXTURES ARE INDICATED, PROVIDE 20 GA. MIN. STUDS.
2. ALL FIRE RATED PARTITIONS MUST EXTEND AND SEAL TO DECK ABOVE.
3. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO FACE OF GWB OR CMU UNLESS NOTED
OTHERWISE.
4. INSTALLATION OF GYPSUM BOARD, BACKER BOARD, BASE BOARD AND ALL SEALANTS, CAULKS, ETC.
SHALL CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.
5. PROVIDE TILE BACKER BOARD AT ALL TILE WALLS.
6. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.
7. ALL GWB TO BE TYPE X
8. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE
MANUFACTURER OF COMPONENTS ACTUALLY USED.
9. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF
THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED DETAILS AND IN
COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS.
10. INSTALL BLOCKING, STRAPPING AND/OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS AS PER MANUF. RECOMMENDATIONS.
COMPLY WILL ALL FED., STATE AND LOCAL CODE FOR ANCHORING REQ. OFF ALL ITEMS, ACCESSORIES, RAILINGS, ETC.
11. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION "GA-600" FIRE RESISTANCE DESIGN MANUAL AND THE
MOST CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.
12. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THE GYPSUM BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THE DECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE
SEALANT.
13. GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8". SEAL WITH APPROVED SEALANT PER NFPA
101 AND FBC
14. THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULL DEPTH OF THE
GYPSUM BOARD WITH FLEXIBLE SEALANT.
15. REFER TO THE FLOOR PLAN FOR EXTENT OF FIRE WALL RATINGS.
16. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF STRUCTURE OR FLOOR DECK
ABOVE.
17. REFER TO "PARTITION TYPE SUBSCRIPT KEY" FOR SYMBOLS USED TO IDENTIFY ADDITIONAL
REQUIREMENTS AND MODIFICATIONS TO BASIC PARTITION TYPES.
18. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE
MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES FOR
SPECIFICS OF PARTITION CONSTRUCTION.
19. REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.
20. PROVIDE DEFLECTION TRACK AT ALL WALL HEADS.
21. SEE U.L. ASSEMBLY LISTINGS FOR ADDITIONAL INFORMATION.
22. REFER TO FINISH AND MATERIAL SCHEDULES FOR ADDITIONAL FINISH INFORMATION AND LOCATIONS.
23. PROVIDE (FRT) FIRE RETARDANT TREATED WOOD AT ALL WOOD LOCATIONS.
24. PROVIDE ADDITIONAL SOUND ATTENUATION MATERIALS AS NECESSARY TO MEET ALL FED, STATE AND
LOCAL CODE REQ. (INCLUDING FGI, ETC).
25. SUBMIT LIGHT GAUGE METAL FRAMING SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF FLORIDA FOR REVIEW.
26. SEAL ALL SMALL GAPS IN WINDOW AND DOOR MOUNTING POINTS WITH ACOUSTIC SEALANT TO
PREVENT SOUND TRANSMITTANCE.
27. PROVIDE OVERSIZED WALL PENETRATIONS IN ACOUSTIC WALL ASSEMBLIES THAN NEEDED BY DUCTWORK TO ACOUSTICALLY ISOLATE THE DUCT FROM THE WALL ASSEMBLY. FILL GAPS BETWEEN WALL AND DUCT WITH ACOUSTIC SEALANT UL APPROVED (FIRE RATED IN RATED ASSEMBLIES). SEE
MEP DRAWINGS FOR ADDITIONAL INFORMATION - TYP.
28. SEAL ALL GAPS BETWEEN DIFFERENT WALL CONSTRUCTIONS AND PENETRATIONS WITH ACOUSTIC
SEALANT UL APPROVED (FIRE RATED AS NECESSARY). SEE MEP DRAWINGS FOR ADDITIONAL
INFORMATION - TYP.
29. PROVIDE APPROVED FIRE-RESISTANT JOINT SYSTEM AT ALL FIRE RATED UL ASSEMBLIES.
CONTRACTOR TO VERIFY SYSTEM AND INTEGRITY (TYP. AT ALL JOINTS IN RATED WALLS).
GENERAL PARTITION NOTES:
A
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD PARTITION
PLAN VIEW
SCALE : 1" = 1'-0"
A2
6" MTL. STUD PARTITION
PLAN VIEW
C
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD FURRING PARTITION
FINISH CEILING
WHERE OCCURS
(SEE SCHEDULE)
MTL. STUD
FRAMING AT 1'-4"
O.C.
(1) LAYER 5/8" GWB
(ONE SIDE ONLY)
FINISH CEILING
WHERE
OCCURS
(SEE
SCHEDULE)
MTL. STUD
FRAMING AT 1'-4"
O.C.
RUNNER TRACK
(1) LAYER 5/8"
GWB (EACH SIDE)
RUNNER TRACK
B
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD PARTITION
(1-HR. RATED FIRE BARRIER) - UL-U465
PLAN VIEW
FINISH CEILING
WHERE OCCURS
(SEE SCHEDULE)
MTL. STUD
FRAMING AT 1'-4"
O.C.
(1) LAYER 5/8"
TYPE "X" GWB
(EACH SIDE)
RUNNER TRACK
PACK VOID TIGHT W/
MINERAL WOOL.
PROVIDE CONT. FIRE
CAULK BOTH SIDES.
COORD. W/ UL
DESIGN REQ'S
CONT FIRE
CAULK BOTH
SIDES
B.O. SLAB
B2
SCALE : 1" = 1'-0"
6" MTL. STUD PARTITION
(1-HR. RATED FIRE BARRIER) - UL-U465
2'-0". 2'-0".
D
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD PARTITION W/ STOREFRONT
MTL. STUD FRAMING
AT 1'-4" O.C.
(1) LAYER 5/8" GWB
(EACH SIDE)
RUNNER TRACK
ALUMINUM
STOREFRONT
SYSTEM
FINISH CEILING
WHERE OCCURS
(SEE SCHEDULE)
2'-0". 2'-0".
(2X4) BLOCKING
WALL BASE & FLOOR
FINISH AS SCHEDULE
A
F F
A-601
B6
A-601
B9
MTL. STUD BRACING
AT 4'-0" O.C. (TYP.)
PROVIDE METAL STUD BRACING AT 4'-0"
O.C. (TYP.) FROM PARTITION'S TOP TRACK
TO UNDERSIDE OF ROOF / DECK
STRUCTURE. GWB TO 6" ABOVE CEILING.
U.N.O.
UNDERSIDE OF
STRUCTURE
MTL. STUD FRAMING AT
1'-4" O.C.
TOP MTL. TRACK
GYP. BOARD PANEL.
SEE PARTITION
TYPE
FINISH CEILING
WHERE OCCURS
(SEE SCHEDULE)
TYP. MTL. WALL
ANGLE
MTL STUD BENT AT 45 DEG.
SECURED TO TOP MTL
TRACK
SLIPTRACK SYSTEMS SLP-TRK
BRAND SLOTTED TRACK
#8 WAFERHEAD FRAMING
SCREWS (TYP.)
0.5" DEFLECTION
GAP
0.145"x1" POWER ACTUATED
FASTENER AT 16" O.C. (MAX.)
REFERENCE FASTENER MANUF.
ICBO FOR FASTENER CAPACITY
OR PER ENGINEER OF RECORD
EXISTING CONCRETE
STRUCTURAL SLAB
/2
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592Revisions: Date:
ORIGINAL DRAWING SIZE (30"X42")
B
IM
/1
V A
B ld g
S p in a l C o rd
I n ju ry
R e h a b A re a /1
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A B ld g
A rc h
V
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/5
/2
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P M
A-371
PARTITION TYPES & DETAILS RENOVATE BUILDING 7 SPINAL
CORD INJURY (SCI) REHAB AREA
VA MEDICAL CENTER, MEMPHIS, TN
614-19-102
BLDG 7
4/22/2020 MWD QVL
SCALE: N.T.S.B1
PARTITION TYPES
SCALE: 1 1/2" = 1'-0"D1
STUD BRACING DETAIL
SCALE: 1 1/2" = 1'-0"F1
HEAD OF WALL CONNECTION DETAIL
SCALE: = 1'-0"1 1/2"
01 1
VINYL "METALEDGE" STRIP
BY TANDUS CENTIVA
RESILIENT FLOOR;
AS SCHEDULED
CONCRETE SLAB
RUBBER; AS
SCHEDULED
*FEATHER FLOOR WITH LEVELING COMPOUND TO ALLOW SMOOTH
TRANSITION BETWEEN BOTH FLOORING SURFACES. CONTRACTOR
TO ENSURE SMOOTH TRANSITION BETWEEN MATERIALS.
RUBBER TO RESILIENT FLOORING
CONCRETE SLAB
RES-1RESILIENT
FLOORING;
AS SCHEDULED
1/8" TILE REDUCER STRIP
BEVELED EDGE (192Z BY
FLEXCO; COLOR TO MATCH
RESILIENT FLOORING)
1"
RESILIENT FLOORING TO EPOXY FLOOR
ELEVATOR ELEVATOR ELEVATOR
STAIR
NO 4
STAIR
NO 5
COMM
2C100
EC
2C101
CORRIDOR
C2-30
OPEN COURTYARD
OPEN COURTYARD
RF-1
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CG
CG
CG
CG CG
CG
CG
RF-1
RF-1
RES-1
LVT-1
RF-1
RF-1
LVT-1
LVT-1
LVT-1
RES-1
RES-1
RES-1
RES-1
RES-1
RES-1
RES-1
RES-1
PHYSICAL
THERAPY
(PT)
2C111
KINESIO-THERAPY
(KT)
2C112
STORAGE
2C111A
CORRIDOR
C2-27
PRIVATE
TREATMENT
2C104
STORAGE
2C105
DRIVER
THERAPY
2C106
CHARTING
2C112A
CHARTING
2C113A
EQUIP.
STORAGE
2C110
BREAKROOM
2C114
STORAGE
2C114A
RECREATIONAL
THERAPY
2C120
MEN
(STAFF)
2C116
WOMEN
(STAFF)
2C115
JAN
2C119
STORAGE
2C121
EL
2C118
COMM
2C117
OCCUPATIONAL
THERAPY
(OT)
2C113
MULTI-PURPOSE
ROOM
2C107
WOMEN
(PATIENT)
2C109
MEN
(PATIENT)
2C108
RF-1
PT-2
PT-3
PT-4
PT-2
PT-3
PT-3
PT-4
PT-4
PT-2
FLOOR FINISH LEGEND
RES-1
LVT-1
RF-1
EXISTING
TO REMAIN
NOTE: SEE FINISH LEGEND & SCHEDULE
CORNER
GUARD
HIWC
CG
AREA OF WORK
2ND FLOOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592Revisions: Date:
ORIGINAL DRAWING SIZE (30"X42")
B
IM
/1
V A
B ld g
S p in a l C o rd
I n ju ry
R e h a b A re a /1
V
A B ld g
A rc h
V
.r v t
/8
/2
:0
:5
A
M
A-631
FINISH SCHEDULE & DETAILS RENOVATE BUILDING 7 SPINAL
CORD INJURY (SCI) REHAB AREA
VA MEDICAL CENTER, MEMPHIS, TN
614-19-102
BLDG 7
4/22/2020 MWD QVL
FINISH SCHEDULE
SPACE FLOOR WALLS CEILING
REMARKSROOM NO. ROOM NAME MAT. BASE NORTH EAST SOUTH WEST FIN.
2C102 WAITING LVT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-L
2C103 CHECK-IN DESK LVT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-L &
GWBC-1
2C104 PRIVATE TREATMENT LVT-1 RB-1 PT-1 PT-2 PT-1 PT-1 ACP-1
2C105 STORAGE LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C106 DRIVER THERAPY RF-1 RB-1 PT-3 PT-1 PT-1 PT-1 ACP-1
2C107 MULTI-PURPOSE ROOM LVT-1 RB-1 PT-2 PT-1 PT-1 PT-1 ACP-1
2C108 MEN (PATIENT) RES-1 RES-1 PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E GWBC-1
2C109 WOMEN (PATIENT) RES-1 RES-1 PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E GWBC-1
2C110 EQUIP. STORAGE RES-1 RES-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C111 PHYSICAL THERAPY (PT) RF-1 RB-1 PT-2 PT-1 PT-1 PT-1 ACP-1
2C111A STORAGE RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C112 KINESIO-THERAPY (KT) RF-1 RB-1 PT-3 PT-1 PT-1 PT-1 ACP-1
2C112A CHARTING RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C113 OCCUPATIONAL THERAPY (OT) RF-1 RB-1 PT-1 PT-1 PT-4 PT-1 ACP-1
2C113A CHARTING RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C114 BREAKROOM LVT-1 RB-1 PT-1 PT-1 PT-1 PT-3 ACP-1
2C114A STORAGE RES-1 RES-1 PT-1 PT-1 PT-1 PT-1 ACP-1
2C115 WOMEN (STAFF) RES-1 RES-1 PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E GWBC-1
2C116 MEN (STAFF) RES-1 RES-1 PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E PWT-1 & PT-E GWBC-1
2C117 COMM -- RB-1 PT-1 PT-1 PT-1 PT-1 --
2C118 EL -- RB-1 PT-1 PT-1 PT-1 PT-1 --
2C119 JAN RES-1 RES-1 PT-1 PT-1 PT-1 PT-1 GWBC-1
2C120 RECREATIONAL THERAPY RF-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1
2C121 STORAGE RES-1 RES-1 PT-1 PT-1 PT-1 PT-1 ACP-1
C2-27 CORRIDOR LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
C2-28 CORRIDOR LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1
FINISH SCHEDULE - GENERAL NOTES
1. IN FINISH SCHEDULE, WHERE "--" IS SHOWN, IT DENOTES EXISTING TO REMAIN.
2. GC IS REQUIRED TO PREP., PATCH, & REPAIR ALL EXISTING SURFACES SCHEDULED TO REMAIN AS
REQUIRED TO RECEIVE NEW FINISHES AS REQUIRED FOR UNIFORM, INTEGRATED, CONSISTENT
CONDITION.
3. GC TO COORDINATE WITH DIVISION 9 SPECIFICATION SECTIONS.
4. PAINT ALL GWB CEILINGS & SOFFITS PER DESIGNATION "GWB" IN FINISH LEGEND, UNLESS NOTED
OTHERWISE, TYPICAL.
5. INFILL & FLOAT ALL LOW AREAS OF FLOOR WITH NEW SELF-LEVELING UNDERLAYMENT CONCRETE
AS APPROVED BY FLOORING MANUFACTURER AND AS REQUIRED FOR FLUSH & UNIFORM
CONDITION WITH THE EXISTING ADJACENT FLOOR LEVEL.
6. INSTALL FINISH MATERIAL PER MANUF. RECOMMENDATIONS AND RECOGNIZED INDUSTRY
STANDARDS UNLESS OTHERWISE SPECIFICALLY NOTED.
7. SEE INT. ELEVATIONS, PLANS, ENLARGED PLANS, ETC. FOR ADDITIONAL PAINT, ACCENT PAINT AND
FINISH LOCATIONS.
8. PREPARE SUB-FLOOR AS PER MANUF. RECOMMENDATIONS AND IN COMPLIANCE WITH INDUSTRY
STANDARD (RH%, SURFACE TEXTURE, ETC.)
9. SLOPE FLOORING 1:50 MAX AT FINISH FLOOR MATERIAL CHANGES (AND OTHER TRANSITIONS, DOOR THRESHOLDS, ETC.) AS NECESSARY.
10. PROVIDE SCHLUTER ROUND EC-EB BRUSHED STAINLESS STEEL OUTSIDE CORNER TRIM AT ALL
TILE TO TILE OUTSIDE EDGE CONDITIONS (U.O.N.).
11. SEE FLOORING PLANS FOR ADDITIONAL FLOOR FINISH INFORMATION.
12. ALL GWB. CEILINGS TO BE PAINTED PT-C
SCALE: N.T.S.B1
TRANSITION DETAILS
ACOUSTIC CEILING TILE AND GYPSUM BOARD CEILING
ACP-1: MANUF: ARMSTRONG
STYLE: ULTIMA HEALTH ZONE #1935
COLOR: WHITE - FINE TEXTURE; NRC 0.70; LR 0.86
SIZE: 24"X24" TEGULAR
NOTES: 15/16" CLEAN ROOM GRID
ACP-L: MANUF: ARMSTRONG
STYLE: ULTIMA #1991
COLOR: WHITE - FINE TEXTURE; NRC 0.65; LR 0.90
SIZE: 12"X60" - TEGULAR
NOTES: 15/16" PRELUDE GRID - AT WAITING 2C102
GWBC-1: GYPSUM BOARD CEILING & ALL SOFFIT
PAINT ALL GWB CEILING AND SOFFITS WITH PT-C.
INSTALL 5/8" WATER- RESISTANT GYPSUM BOARD AT THE
CEILINGS OF RESTROOMS ONLY. ALL OTHER ROOMS
INDICATED AS SUCH WILL BE STANDARD 5/8" GYPSUM BOARD
PAINT
PT-1: MANUF: SHERWIN WILLIAMS
COLOR: NACRE SW 6154
FINISH: EGGSHELL
NOTE: FIELD COLOR
PT-2: MANUF: SHERWIN WILLIAMS
COLOR: TIDEWATER SW6477
FINISH: EGGSHELL
NOTE: ACCENT - TBD BY VA
PT-3: MANUF: SHERWIN WILLIAMS
COLOR: CITRINE SW6714
FINISH: EGGSHELL
NOTE: ACCENT - TBD BY VA
PT-4: MANUF: SHERWIN WILLIAMS
COLOR: SMOKEHOUSE SW7040
FINISH: EGGSHELL
NOTE: ACCENT - TBD BY VA
PT-C: MANUF: SHERWIN WILLIAMS
COLOR: CEILING WHITE
FINISH: SATIN
PT-DT: MANUF: SHERWIN WILLIAMS
COLOR: TBD BY VA
FINISH: SATIN
NOTES: DOOR TRIM / DOOR FRAMES
PT-E: MANUF: SHERWIN WILLIAMS
COLOR: NACRE SW 6154
FINISH: EGGSHELL
N…
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