04 - 596-22-700 Drawings 00_General.pdf

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATIONS

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

STRUCTURAL

STAND

8234 ROBINSON

OVERLAND PARK, KS 66204

(913) 214-2169

/1

/2

:0 :1

P

M

COVER SHEET

NSM 1 258AJS

BID DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

LEXINGTON, KY

VA PROJECT NUMBER: 596-22-700

EHRM INFRASTRUCTURE

UPGRADES LEXINGTON, KY

03/15/2024

596-22-700

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

LEXINGTON VA HEALTH CARE SYSTEM

2250 LEESTOWN RD

LEXINGTON, KY 40511

BID DOCUMENTS

GI000

SPUR #: 2207

LOCATION

PLAN

N

W N

E W

C I R

R D

W N

E W

C I R

R D

LEESTOWN RD

LEESTOWN RD

C I T

A T

I O

N B

L V

D

AREA

PLAN

N

LEESTOWN RD

PROJECT LOCATION

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[00] GENERAL

1 GI000 COVER SHEET

2 GI001 GENERAL INFORMATION

3 GI002 ICRA CONSTRUCTION DETAILS

4 GI010 GENERAL PHASING NOTES

[01] ENVIRONMENTAL

5 HA000 HAZARDOUS MATERIALS - GENERAL NOTES

6 HA010 BUILDING 1 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

7 HA011 BUILDING 1 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

8 HA012 BUILDING 1 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

9 HA013 BUILDING 1 - THIRD FLOOR - ENVIRONMENTAL HAZARDS

10 HA020 BUILDING 2 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

11 HA021 BUILDING 2 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

12 HA022 BUILDING 2 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

13 HA030 BUILDING 3 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

14 HA031 BUILDING 3 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

15 HA032 BUILDING 3 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

16 HA040 BUILDING 4 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

17 HA041 BUILDING 4 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

18 HA121 BUILDING 12 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

19 HA160 BUILDING 16 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

20 HA161 BUILDING 16 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

21 HA162 BUILDING 16 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

22 HA170 BUILDING 17 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

23 HA171 BUILDING 17 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

24 HA172 BUILDING 17 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

25 HA250 BUILDING 25 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

26 HA251 BUILDING 25 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

27 HA252 BUILDING 25 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

28 HA270 BUILDING 27 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

29 HA271 BUILDING 27 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

30 HA272 BUILDING 27 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

31 HA280 BUILDING 28 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

32 HA281 BUILDING 28 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

33 HA282 BUILDING 28 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

34 HA290 BUILDING 29 - GROUND FLOOR - ENVIRONMENTAL HAZARDS

35 HA291 BUILDING 29 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

36 HA292 BUILDING 29 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

37 HA371 BUILDING 37 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

38 HA471 BUILDING 47 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

39 HA481 BUILDING 48 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

[02] CIVIL

40 GS001 GENERAL LAYOUT PLAN

41 GS002 OVERALL SITE AND DEMOLITION PLAN

42 GS003 SITE AND DEMOLITION PLAN 1

43 GS004 SITE AND DEMOLITION PLAN 2

44 GS005 SITE AND DEMOLITION PLAN 3

45 GS006 GRADING PLAN 1

46 GS007 GRADING PLAN 2

47 GS008 GRADING PLAN 3

48 GS009 UTILITY PLAN 1

49 GS010 UTILITY PLAN 2

50 GS011 UTILITY PLAN 3

51 GS012 OVERALL EROSION CONTROL PLAN

52 GS013 EROSION CONTROL PLAN 1

53 GS014 EROSION CONTROL PLAN 2

54 GS015 EROSION CONTROL PLAN 3

55 GS016 EROSION CONTROL DETAILS

56 GS017 DETAILS 1

57 GS018 DETAILS 2

[03] STRUCTURAL

58 SE001 STRUCTURAL GENERAL NOTES AND DETAILS

59 SE101 BUILDING 17 - ENLARGED PLANS

60 SE102 BUILDING 25 - ENLARGED PLAN

[04] ARCHITECTURAL

61 AS001 ARCHITECTURAL SITE PLAN

62 A-101 BUILDING 1 - REFERENCE PLANS

63 A-102 BUILDINGS 2 & 3 - REFERENCE PLANS

64 A-103 BUILDINGS 4 & 12 - REFERENCE PLANS

65 A-104 BUILDINGS 16 & 17 - REFERENCE PLANS

66 A-105 BUILDING 25 - REFERENCE PLANS

67 A-106 BUILDINGS 27 & 28 - REFERENCE PLANS

68 A-107 BUILDINGS 29, 37, 47, & 48 - REFERENCE PLANS

69 AE101 BUILDING 1 - ENLARGED PLANS

70 AE102 BUILDINGS 1 & 2 - ENLARGED PLANS

71 AE103 BUILDING 3 - ENLARGED PLANS

72 AE104 BUILDINGS 4, 12, & 16 - ENLARGED PLANS

73 AE105 BUILDING 16 - ENLARGED PLANS

74 AE106 BUILDINGS 16 & 17 - ENLARGED PLANS

75 AE107 BUILDING 17 - ENLARGED PLANS

76 AE108 BUILDING 17 - NEW MCR ENLARGED PLANS

77 AE109 BUILDINGS 25 - ENLARGED PLANS

78 AE110 BUILDING 27 - ENLARGED PLANS

79 AE111 BUILDINGS 28 - ENLARGED PLANS

80 AE112 BUILDING 29 - ENLARGED PLANS

81 AE113 BUILDINGS 29, 37, 47, & 48 - ENLARGED PLANS

82 AE201 BUILDING 17 - MECH PAD BLAST WALL ELEVATIONS & DETAILS

AND MCR ELEVATION

83 AE202 GENERATOR BLAST WALL ELEVATIONS & DETAILS

84 AE511 FIBER CHASE PLAN DETAILS

85 AE601 DOOR SCHEDULE & DETAILS

86 AF711 PARTITION, FINISH SCHEDULES & DETAILS

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[05] FIRE PROTECTION

87 FA001 FIRE ALARM NOTES MATRIX AND RISER DIAGRAM

88 FA101 BUILDING 1 - FIRE ALARM REFERENCE PLANS

89 FA102 BUILDINGS 2 & 3 - FIRE ALARM REFERENCE PLANS

90 FA103 BUILDING 4 - FIRE ALARM REFERENCE PLANS

91 FA104 BUILDINGS 16 & 17 - FIRE ALARM REFERENCE PLANS

92 FA105 BUILDING 25 - FIRE ALARM REFERENCE PLANS

93 FA106 BUILDINGS 27 & 28 - FIRE ALARM REFERENCE PLANS

94 FA107 BUILDING 29 - FIRE ALARM REFERENCE PLANS

95 FA108 BUILDINGS 1 & 2 - FIRE ALARM ENLARGED PLANS

96 FA109 BUILDINGS 3 & 4 - FIRE ALARM ENLARGED PLANS

97 FA110 BUILDING 16 - FIRE ALARM ENLARGED PLANS

98 FA111 BUILDING 17 - FIRE ALARM ENLARGED PLANS

99 FA112 BUILDINGS 25 & 27 - FIRE ALARM ENLARGED PLANS

100 FA113 BUILDINGS 28 & 29 - FIRE ALARM ENLARGED PLANS

101 FA500 FIRE ALARM DETAILS

102 FX001 FIRE SPRINKLER NOTES

103 FX101 BUILDING 1 - FIRE SPRINKLER REFERENCE PLANS

104 FX102 BUILDINGS 2 & 3 - FIRE SPRINKLER REFERENCE PLANS

105 FX103 BUILDINGS 4 - FIRE SPRINKLER REFERENCE PLANS

106 FX104 BUILDINGS 16 & 17 - FIRE SPRINKLER REFERENCE PLANS

107 FX105 BUILDING 25 - FIRE SPRINKLER REFERENCE PLANS

108 FX106 BUILDINGS 27 & 28 - FIRE SPRINKLER REFERENCE PLANS

109 FX107 BUILDINGS 29 - FIRE SPRINKLER REFERENCE PLANS

110 FX108 BUILDINGS 1 & 2 - FIRE SPRINKLER ENLARGED PLANS

111 FX109 BUILDINGS 3 & 4 - FIRE SPRINKLER ENLARGED PLANS

112 FX110 BUILDING 16 - FIRE SPRINKLER ENLARGED PLANS

113 FX111 BUILDING 17 - FIRE SPRINKLER ENLARGED PLANS

114 FX112 BUILDINGS 25 & 27 - FIRE SPRINKLER ENLARGED PLANS

115 FX113 BUILDINGS 28 & 29 - FIRE SPRINKLER ENLARGED PLANS

116 FX500 FIRE SPRINKLER DETAILS

[06] MECHANICAL

117 M-000 LEGEND AND ABBREVIATIONS

118 M-101 BLDG 1 - REFERENCE PLANS

119 M-102 BLDG 2 & 3 - REFERENCE PLANS

120 M-103 BLDG 4, 12, 37, 47 & 48 - REFERENCE PLANS

121 M-104 BLDG 16 & 17 - REFERENCE PLANS

122 M-105 BLDG 25 - REFERENCE PLANS

123 M-106 BLDG 27 & 28 - REFERENCE PLANS

124 M-107 BLDG 29 - REFERENCE PLANS

125 M-401 BLDG 1 - ENLARGED PLANS

126 M-402 BLDG 2, 3, & 4 - ENLARGED PLANS

127 M-403 BLDG 16 & 17 - ENLARGED PLANS

128 M-404 BLDG 17 MCR ENLARGED PLANS

129 M-405 BLDG 25 - ENLARGED PLANS

130 M-406 BLDG 28 & 29 - ENLARGED PLANS

131 M-501 MECHANICAL DETAILS

132 M-502 MECHANICAL DETAILS

133 M-601 MECHANICAL SCHEDULES

134 M-701 MECHANICAL CONTROLS

[07] ELECTRICAL

135 E-001 ELECTRICAL SYMBOLS AND LEGEND

136 E-002 SITE PLAN

137 E-101 BUILDING 1 - REFERENCE PLANS

138 E-102 BUILDING 2, 3 - REFERENCE PLANS

139 E-103 BUILDING 4, 12 - REFERENCE PLANS

140 E-104 BUILDING 16, 17 - REFERENCE PLANS

141 E-105 BUILDING 25 - REFERENCE PLANS

142 E-106 BUILDING 27, 28 - REFERENCE PLANS

143 E-107 BUILDING 29, 37, 47, 48 - REFERENCE PLANS

144 E-401 BUILDING 1 - ENLARGED PLANS

145 E-402 BUILDING 1, 2 - ENLARGED PLANS

146 E-403 BUILDING 3 - ENLARGED PLANS

147 E-404 BUILDING 4, 12, 16 - ENLARGED PLANS

148 E-405 BUILDING 16 - ENLARGED PLANS

149 E-406 BUILDING 16, 17 - ENLARGED PLANS

150 E-407 BUILDING 17 - ENLARGED PLANS

151 E-408 BUILDING 17 - ENLARGED PLANS

152 E-409 BUILDING 25, 27 - ENLARGED PLANS

153 E-410 BUILDING 27 - ENLARGED PLANS

154 E-411 BUILDING 27, 28 - ENLARGED PLANS

155 E-412 BUILDING 29 - ENLARGED PLANS

156 E-413 BUILDING 29, 37, 47, 48 - ENLARGED PLANS

157 E-414 ELECTRICAL SITE ENLARGED PLANS

158 E-501 ELECTRICAL DETAILS

159 E-502 ELECTRICAL DETAILS

160 E-503 ELECTRICAL DETAILS

161 E-504 ELECTRICAL GROUNDING DIAGRAMS

162 E-505 ELECTRICAL GROUNDING DIAGRAMS

163 E-601 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 1, 2

164 E-602 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 3, 4, 12

165 E-603 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 16, 17 -

DEMOLITION

166 E-604 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 16, 17 - NEW WORK

167 E-605 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 17 - NEW WORK

168 E-606 ELECTRICAL ONE-LINE DIAGRAMS - BUILDING 25, 27, 28

169 E-701 ELECTRICAL PANEL SCHEDULES - BUILDING 1, 2, 4

170 E-702 ELECTRICAL PANEL SCHEDULES - BUILDING 3, 16

171 E-703 ELECTRICAL PANEL SCHEDULES - BUILDING 17

172 E-704 ELECTRICAL PANEL SCHEDULES - BUILDING 25, 28

173 E-705 ELECTRICAL PANEL SCHEDULES - BUILDING 29

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[08]TELECOMMUNICATIONS

174 T-001 ICT OVERALL SITE REDUNDANT FIBER PLAN

175 T-002 ICT REDUNDANT FIBER PLAN - AREA A

176 T-003 ICT REDUNDANT FIBER PLAN - AREA B

177 T-004 ICT REDUNDANT FIBER PLAN - AREA C

178 T-005 ICT REDUNDANT FIBER PLAN - AREA D

179 T-006 ICT REDUNDANT FIBER RISER & DETAILS

180 T-201 ICT PLANS - BUILDING 1 - GROUND LEVEL

181 T-202 ICT PLANS - BUILDING 1 - LEVEL 1

182 T-203 ICT PLANS - BUILDING 1 - LEVEL 2

183 T-204 ICT PLANS - BUILDING 1 - LEVEL 3

184 T-205 ICT PLANS - BUILDING 1 - LEVEL 4

185 T-206 ICT PLANS - BUILDING 2 - GROUND LEVEL

186 T-207 ICT PLANS - BUILDING 2 - LEVEL 1

187 T-208 ICT PLANS - BUILDING 2 - LEVEL 2

188 T-209 ICT PLANS - BUILDING 3 - GROUND LEVEL

189 T-210 ICT PLANS - BUILDING 3 - LEVEL 1

190 T-211 ICT PLANS - BUILDING 3 - LEVEL 2

191 T-212 ICT PLANS - BUILDING 4 - LEVEL 1

192 T-213 ICT PLANS - BUILDING 12 - LEVEL 1

193 T-214 ICT PLANS - BUILDING 16 - GROUND LEVEL

194 T-215 ICT PLANS - BUILDING 16 - LEVEL 1

195 T-216 ICT PLANS - BUILDING 16 - LEVEL 2

196 T-217 ICT PLANS - BUILDING 17 - GROUND LEVEL

197 T-218 ICT PLANS - BUILDING 17 - LEVEL 1

198 T-219 ICT PLANS - BUILDING 17 - LEVEL 2

199 T-220 ICT PLANS - BUILDING 25 - GROUND LEVEL

200 T-221 ICT PLANS - BUILDING 25 - LEVEL 1

201 T-222 ICT PLANS - BUILDING 25 - LEVEL 2

202 T-223 ICT PLANS - BUILDING 27 - GROUND LEVEL

203 T-224 ICT PLANS - BUILDING 27 - LEVEL 1

204 T-225 ICT PLANS - BUILDING 27 - LEVEL 2

205 T-226 ICT PLANS - BUILDING 28 - GROUND LEVEL

206 T-227 ICT PLANS - BUILDING 28 - LEVEL 1

207 T-228 ICT PLANS - BUILDING 28 - LEVEL 2

208 T-229 ICT PLANS - BUILDING 29 - GROUND LEVEL

209 T-230 ICT PLANS - BUILDING 29 - LEVEL 1

210 T-231 ICT PLANS - BUILDING 29 - LEVEL 2

211 T-232 ICT PLANS - BUILDING 47, 48 - GROUND LEVEL

212 T-301 BUILDING 1 - ENLARGED TR PLANS

213 T-302 BUILDINGS 1 & 2 - ENLARGED TR PLANS

214 T-303 BUILDINGS 2 & 3 - ENLARGED TR PLANS

215 T-304 BUILDINGS 4, 12, & 16 - ENLARGED TR PLANS

216 T-305 BUILDING 16 - ENLARGED TR PLANS

217 T-306 BUILDING 16 & 17 - ICT ENLARGED TR PLANS

218 T-307 BUILDING 17 - ENLARGED TR PLANS

219 T-308 BUILDING 17 - ENLARGED TR PLANS

220 T-309 BUILDINGS 25, 27 ENLARGED TR PLANS

221 T-310 BUILDING 27 - ENLARGED TR PLAN

222 T-311 BUILDING 27 & 28 - ENLARGED TR PLAN

223 T-312 BUILDING 29 - ENLARGED TR PLANS

224 T-313 BUILDINGS 29, 37, 47, & 48 - ENLARGED TR PLANS

225 T-314 BUILDINGS 201, 202, 205, 206, 20, 22, 67 - ENLARGED TR PLANS

226 T-501 ICT - DETAILS

227 T-502 ICT - DETAILS

228 T-503 ICT - DETAILS

229 T-504 ICT - DETAILS

230 T-505 ICT - DETAILS

231 T-601 DIAMOND ANALYSIS PLAN

232 T-602 DIAMOND ANALYSIS PLAN

233 T-603 DIAMOND ANALYSIS PLAN

234 T-604 DIAMOND ANALYSIS PLAN

235 T-605 DIAMOND ANALYSIS PLAN

236 T-606 DIAMOND ANALYSIS PLAN

[09] SECURITY

237 T-000 ELECTRONIC SECURITY SYSTEM COVER SHEET

238 TY101 BUILDING 1 - REFERENCE PLANS

239 TY102 BUILDINGS 2 & 3 - REFERENCE PLANS

240 TY103 BUILDINGS 4 & 12 - REFERENCE PLANS

241 TY104 BUILDINGS 16 & 17 - REFERENCE PLANS

242 TY105 BUILDING 25 - REFERENCE PLANS

243 TY106 BUILDINGS 27 & 28 - REFERENCE PLANS

244 TY107 BUILDINGS 29, 37, 47 & 48 - REFERENCE PLANS

245 TY401 BUILDING 1 - ENLARGED PLANS

246 TY402 BUILDINGS 1 & 2 - ENLARGED PLANS

247 TY403 BUILDING 3 - ENLARGED PLANS

248 TY404 BUILDINGS 4, 12 & 16 - ENLARGED PLANS

249 TY405 BUILDING 16 - ENLARGED PLANS

250 TY406 BUILDINGS 16 & 17 - ENLARGED PLANS

251 TY407 BUILDING 17 - ENLARGED PLANS

252 TY408 BUILDING 17 - NEW MCR ENLARGED PLANS

253 TY409 BUILDING 25 - ENLARGED PLANS

254 TY410 BUILDING 28 - ENLARGED PLANS

255 TY411 BUILDING 29 - ENLARGED PLANS

256 TY412 BUILDINGS 37, 47 & 48 - ENLARGED PLANS

257 TY500 ELECTRONIC SECURITY SYSTEM DETAILS

258 TY600 ELECTRONIC SECURITY SYSTEM RISERS

TOTAL SHEETS: 258

CONTRACTOR

STAGING

AREA

A L

E X

A N

D R

I A

D R

G R

E E

N D

A L E

R D

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE SUPPORT BLOCKING

FOR ALL WALL MOUNTED ACCESSORIES, FIXTURES, AND

EQUIPMENT. ALL EQUIPMENT IN TELECOMMUNICATION

ROOMS TO BE MOUNTED ON FIRE-RETARDANT-TREATED

PLYWOOD, REFER TO ROOM FINISH SCHEDULE FOR MORE

DETAIL.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2024 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2023 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2024 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2023 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2022 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2022 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2023 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2022 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

• 2023 PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: LEXINGTON, KY

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/A

ATTIC AND OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING

OPERABLE: U-0.45 EXISTING

ENTRANCE DOOR: U-0.63 EXISTING

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONSTRUCTION PHASING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR

(GC), REFER TO GI010 - GENERAL PHASING NOTES.

12. FOR MINOR SYSTEM INTERRUPTIONS, CONTRACTOR SHALL SUBMIT A REQUEST, IN

WRITING, TO INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S

REPRESENTATIVE) 5 WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION.

REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION

OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY SYSTEM MUST BE

REQUESTED, IN WRITING, AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED TIME

AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL

BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED

FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION

SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR.

CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF

WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST

INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME

APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN

CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION MAY BE ON

WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO THE

GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL

OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION

SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

13. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

Room Name

150 SF / 150 SF

001A

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATIONS

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

STRUCTURAL

STAND

8234 ROBINSON

OVERLAND PARK, KS 66204

(913) 214-2169

/1

/2

:0 :1

P

M

GENERAL INFORMATION

NSM 2 258AJS

BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADES LEXINGTON, KY

03/15/2024

596-22-700

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

GI001

SPUR #: 2207

CONTROLS DEFINED BELOW FOR THE LEVEL OF PRECAUTIONS IDENTIFIED FOR THE ACTIVITY MUST BE IN PLACE BEFORE THE ACTIVITY BEGINS AND MAINTAINED UNTIL WORK IS COMPLETED AND THE AREA IS ACTIVATED. CONTROL MEASURES FOR EACH PRECAUTION LEVEL MUST ALSO INCLUDE THE CONTROL MEASURES IN THE PRECEDING LEVEL(S). AS THE ACTIVITY PROGRESSES, A FULL RE-

EVALUATION OF REMAINING ACTIVITY TYPE AND PATIENT RISK IS REQUIRED PRIOR TO

DOWNGRADING THE LEVEL OF PRECAUTIONS.

LEVEL I:

1. PERFORM WORK ACTIVITY IN A MANNER THAT DOES NOT CREATE DUST.

2. IMMEDIATELY REPLACE ANY CEILING TILE, CLOSE ACCESS PANELS, ETC., UPON COMPLETION

OF WORK.

3. ANY MATERIALS AND EQUIPMENT BEING BROUGHT INTO THE FACILITY MUST BE FREE OF

CONTAMINANTS AND LOOSE MATERIAL.

LEVEL II:

ALL CONTROL MEASURES IN LEVEL I AND THE FOLLOWING:

1. PROVIDE ACTIVE MEANS TO CONTROL AIRBORNE DUST FROM DISPERSING INTO OCCUPIED

AREAS AND/OR WATER MIST SURFACE TO CONTROL DUST (E.G., MOBILE DUST CONTAINMENT

CART OR SOME OTHER SYSTEM).

2. IF WORK SITE CONTAINED, MUST BE NEUTRAL OR NEGATIVELY PRESSURIZED.

3. ENSURE WORKER CLOTHING IS CLEAN AND FREE OF VISIBLE DUST BEFORE LEAVING THE

WORK AREA.

4. REMOVE/ISOLATE/TAPE OFF AIR DIFFUSERS (SUPPLY AND RETURN) TO PROTECT THE HVAC

SYSTEM FROM DUST AND REDUCE AIR TURBULENCE. REBALANCE SYSTEM TO ADDRESS

DIFFUSER ISOLATION.

5. WHEN THE WORK INVOLVES OR IMPACTS POTABLE WATER SYSTEMS INCLUDING

STAGNATION DUE TO REDUCED USAGE, THE PIPING SHALL BE FLUSHED TWICE A WEEK OR

ISOLATED FROM THE MAIN SYSTEM.

6. SEAL/CLOSE DOORS TO PREVENT DUST MIGRATION. MAY PUT ZIPPER PLASTIC BARRIER

OVER DOOR.

7. CONSIDER HEPA CART USE.

8. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA. PERFORM DAILY CLEANING AND

DISPOSAL OF TRASH (COVERED) FROM WORK AREA USING AN IDENTIFIED EXIT ROUTE.

9. ANY EQUIPMENT, TOOLS, OR MATERIALS REMOVED FROM THE WORK AREA MUST BE IN

SEALED CONTAINERS AND/OR CLEANED OF DUST AND DEBRIS PRIOR TO REMOVAL FROM THE

AREA.

10. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH A HARD LID) MUST BE USED TO

TRANSPORT TRASH AND DEBRIS FROM THE CONSTRUCTION AREAS. THESE CONTAINERS

MUST BE DAMP-WIPED CLEANED AND FREE OF VISIBLE DUST/DEBRIS BEFORE LEAVING THE

CONTAINED WORK AREA.

11. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF CONTAINED WORK AREA

BASED ON FACILITY POLICY. STICKY MATS MUST BE CHANGED ROUTINELY AND WHEN VISIBLY

SOILED.

12. MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT CONTAINED BY DAMP MOPPING OR

HEPA VACUUMING SURFACES AT LEAST DAILY.

LEVEL III:

ALL CONTROL MEASURES IN LEVELS I AND II AND THE FOLLOWING:

1. ENSURE AVAILABILITY OF EQUIPMENT FOR CLEANING HANDS.

2. CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241 REQUIREMENTS.

BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING TILE IS REMOVED, TO THE DECK

ABOVE.

3. ALL (PLASTIC OR HARD) BARRIER CONSTRUCTION ACTIVITIES MUST BE COMPLETED IN A

MANNER THAT PREVENTS DUST RELEASE. PLASTIC BARRIERS MUST BE EFFECTIVELY

AFFIXED TO FLOOR AND CEILING (OR FLOOR/ROOF DECK ABOVE) AND SECURE FROM

MOVEMENT OR DAMAGE.

4. SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOORS AND CEILING,

USING APPROVED MATERIALS (UL SCHEDULE FIRESTOP IF APPLICABLE FOR BARRIER TYPE).

5. MAINTAIN .01 INCHES /WATER GAUGE NEGATIVE PRESSURIZATION OF THE ENTIRE

WORKSPACE BY USE OF HEPA EXHAUST AIR SYSTEMS DIRECTED OUTDOORS (UNLESS A

WORK SPECIFIC WAIVER IS APPROVED BY VHA’S OFFICE OF HEALTHCARE ENGINEERING);

THIS MUST BE MAINTAINED CONTINUOUSLY 24/7 FOR THE DURATION OF THE PROJECT.

EXHAUST DISCHARGED DIRECTLY TO THE OUTDOORS THAT IS 25 FEET OR GREATER FROM

ENTRANCES, AIR INTAKES AND WINDOWS IS NOT REQUIRED TO BE HEPA-FILTERED.

EXHAUSTING DISCHARGED AIR INTO SHARED OR RECIRCULATING HVAC SYSTEMS, OR OTHER

SHARED EXHAUST SYSTEMS (E.G., BATHROOM EXHAUST) IS PROHIBITED.

6. INSTALL A DIFFERENTIAL PRESSURE SENSING DEVICE (E.G., MAGNEHELIC, MANOMETER, OR

DIGITAL MONITORING) ON EXTERIOR OF WORK CONTAINMENT TO CONTINUALLY MONITOR

AND DOCUMENT NEGATIVE PRESSURIZATION. THE “BALL IN THE WALL” OR SIMILAR

APPARATUS ARE NOT ACCEPTABLE.

LEVEL IV:

ALL CONTROL MEASURES IN LEVELS I, II AND III AND THE FOLLOWING:

1. BARRIERS MUST BE HARD BARRIERS UNLESS TEMPORARY TO INSTALL FINAL BARRIER.

2. CONTAINMENT MUST INCLUDE AN ANTEROOM TO ENSURE PRESSURE CONTROL. ANTEROOM

MUST BE LARGE ENOUGH FOR EQUIPMENT STAGING, CART CLEANING, WORKERS’ PPE AND

CLEANING.

3. WORKER CLOTHING AND/OR PPE MUST BE REMOVED OR CLEAN AND FREE OF VISIBLE DUST

BEFORE LEAVING THE WORK AREA ANTEROOM. HEPA VACUUMING OF CLOTHING OR USE OF

COVER SUITS IS ACCEPTABLE.

4. WORKERS MUST WEAR SHOE COVERS OR HAVE A METHOD TO CLEAN SHOES IN ANTEROOM.

SHOE COVERS MUST BE REMOVED PRIOR TO EXITING THE ANTEROOM TO THE OCCUPIED

SPACE (NON-WORK AREA). DAMAGED SHOE COVERS MUST BE CHANGED IMMEDIATELY.

GENERAL ICRA NOTES - LEVEL OF PRECAUTIONS & CONTROL MEASURES

CONTROLS DEFINED BELOW SHALL BE COMPLETED UPON COMPLETION OF THE ACTIVITY AND

INSPECTED PRIOR TO TERMINATING MEASURES DEFINED IN TABLE 5.

LEVELS I -II:

CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

HVAC SYSTEMS:

1. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

2. VERIFY THE HVAC SYSTEMS MEET ORIGINAL AIRFLOW AND AIR EXCHANGE DESIGN

SPECIFICATIONS.

WATER SYSTEMS:

1. UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL

CONTINUE AT LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

LEVELS III - IV:

CONSTRUCTION AREAS MUST BE INSPECTED BY AN INFECTION PREVENTIONIST AND

ENGINEERING REPRESENTATIVE (AND OTHERS AS DETERMINED BY THE FACILITY) FOR FINAL

ACTIVITY/PROJECT CLOSE OUT AND REMOVAL OF INFECTION PREVENTION AND CONTROL

MEASURES.

WORK AREA CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

REMOVAL OF CRITICAL BARRIERS:

1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL WORK INVOLVING DRYWALL

REMOVAL, CREATION OF DUST AND ACTIVITIES BEYOND SIMPLE TOUCH-UP WORK. THE

BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA CLEANING HAS BEEN PERFORMED.

ADDITIONAL CLEANING MAY BE NEEDED AFTER REMOVAL OF BARRIER.

2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES MUST BE COMPLETED IN A MANNER

THAT PREVENTS DUST RELEASE. USE THE FOLLOWING PRECAUTIONS WHEN REMOVING

HARD BARRIERS:

1. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.

2. IF DUST WILL BE GENERATED DURING SCREW REMOVAL, USE HAND-HELD HEPA

VACUUM.

3. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL PROCESS.

4. CLEAN ALL STUD TRACKS WITH HEPA VACUUM BEFORE REMOVING OUTER HARD

BARRIER.

5. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD BE GENERATED.

NEGATIVE AIR REQUIREMENTS:

1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE CONTAMINANTS FROM THE

WORK AREA.

2. NEGATIVE AIR DEVICES (FANS, FILTERS, MONITORING AND DOCUMENTATION EQUIPMENT)

MUST REMAIN OPERATIONAL AT ALL TIMES AND IN PLACE FOR A PERIOD AFTER COMPLETION

OF DUST CREATING ACTIVITIES TO REMOVE CONTAMINANTS FROM THE WORK AREA AND

BEFORE REMOVAL OF CRITICAL BARRIERS.

HVAC SYSTEMS:

1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

3. VERIFY AND DOCUMENT THROUGH A TAB THE HVAC SYSTEMS MEETS ORIGINAL AIRFLOW

AND AIR EXCHANGE DESIGN SPECIFICATIONS.

WATER SYSTEMS:

UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL CONTINUE AT

LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

MINIMUM INFECTION PREVENTION AND CONTROL MEASURES REQUIRED UPON

COMPLETION OF THE ACTIVITY

INSPECTIONS AND NON-INVASTIVE ACTIVITES

MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION

TYPE A

INCLUDES BUT NOT LIMITED TO:

• REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER

50 SQUARE FEET.

• PAINTING (BUT NOT SANDING).

• WALL COVERING, ELECTRICAL TRIM, MINOR PLUMBING AND ACTIVITIES WHICH

DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO

CEILINGS OTHER THAN FOR VISUAL INSPECTION

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATES MINIMAL DUSTTYPE B

INCLUDES BUT NOT LIMITED TO:

• INSTALLATION OF TELEPHONE AND COMPUTER CABLING.

• ACCESS TO CHASE SPACES.

• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED.

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

TYPE C

INCLUDES BUT NOT LIMITED TO:

• SANDING OF WALLS FOR PAINTING OR WALL COVERING.

• REMOVAL OF FLOOR COVERINGS, CEILING TILES OR CASEWORK.

• NEW WALL CONSTRUCTION.

• MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.

• MAJOR CABLING ACTIVITIES.

• ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTSTYPE D

INCLUDES BUT NOT LIMITED TO:

• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS.

• REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING

SYSTEM.

• NEW CONSTRUCTION.

INFECTION CONTROL RISK ASSESSMENT (ICRA)

LOW RISK

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREAS • CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI

• RESPIRATORY

THERAPY

• CCU

• EMERGENCY ROOM

• LABOR & DELIVERY

• LABORATORY (SPECIMEN)

• NEWBORN NURSERY

• OUTPATIENT SURGERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

• ANY AREA FOR

IMMUNOCOMPROMISED PATIENTS

• BURN UNIT

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNITS

• MEDICAL UNIT

• NEGATIVE PRESSURE ISOLATION

ROOMS

• ONCOLOGY

• OPERATING ROOMS INCLUDING

• C-SECTION ROOMS

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III

II

III

IV

IV

III

IV

IV

IV

IC MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE

THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

4 7/8"

3 5/8" 16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

B

FIRE RESISTANT SEALANT, BOTH

SIDES

SMOKE RATED

A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING RUNNER

TOP SEALING RUNNER

SUPPORT POLES,

QUANTITY PER MANUF.

RECOMMENDATIONS

REQU.

AS

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

(2) LAYERS 5/8" GYPSUM BOARD

EACH SIDE. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

6 1/8"

D

FIRE RESISTANT SEALANT, BOTH

SIDES

2-HR RATED AND SMOKE

RATED

U.L. DESIGN NO. U404

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

WALL TO EXTEND TO UNDERSIDE

OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

4 7/8"

C

FIRE RESISTANT SEALANT, BOTH

SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

OUTSIDE OF BUILDING

WEEKLY CHANGED

HEPA FILTER

HEPA NEGATIVE

AIR UNIT

WEEKLY CHANGED

(OR MORE AS

NEEDED) PRE FILTER

FIRE RATED PLYWOOD

F

LE

X D

U C

T

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT.

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

6 MIL PLASTIC

TEMPORARY DIGITAL MANOMETER FOR NEGATIVE

PRESSURE MONITORING OUTSIDE OF ICRA BARRIER

FOR VA'S INSPECTION. INDICATOR SHALL BE AT -0.01

OR GREATER (VERIFY DAILY). IF NOT, VERIFY ALL

OPENINGS, SUCH AS DOOR CLOSED, AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

PROVIDE STICKY MAT, DRY MAT, WET MAT

(CHANGED END OF SHIFT OR MORE IF

NECESSARYTO MAINTAIN CLEANLINESS)

PROVIDE WIPES AND SPRAY FOR WET MAT

POST ICRA ILSM FIRE

INSPECTION SHEETS

CONTAINER VISIBLE TO

PUBLIC

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

OPTIONAL EXHAUST DUCTS

(COVER THE GRATES AND THE DIFFUSERS)

E

DOOR OPENING

VENT TO OUTSIDE ROUTE

TO BE APPROVED BY COR.

FIRE PULL STATION WITH AUDIO/

VISUAL

ILSM SIGNAGE

ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION

GI002

GI002

HEATED DETECTOR CUT-OFF

BASIS OF DESIGN: HEPA NEGATIVE AIR UNIT

INTEGRAL WITH EDGEGUARD BARRIER SYSTEM.

FIRE RATED PLYWOOD (TEMP.

REMOVE GLASS PANEL)

EXISTING WINDOW FRAME

TYPE A OR C ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

TYPE B OR D ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

EXISTING CEILING

EXISTING CONCRETE SLAB FLOOR OR

ROOF ASSEMBLY

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING

REPLACED MUST BE PROTECTED.

COVER WITH ROSIN PAPER/ FIRE

RATED PLYWOOD.

WHEN WORKING ABOVE CEILING WITH

BARRIERS THAT TERMINATE AT CEILING,

PROVIDE PLASTIC ENCLOSURE IN

PLENUM SPACE.

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO LOCKING

BRAKES

MOBILE CART

A D

JU

S

T A

B

LE

H E

IG

H

T

HEPA NEGATIVE AIR

UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

XXXXXX

XXXXXX

XXXXXX

A .F

.F

4' -0

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

COMING SOON!!

--DESCRIPTION ON NEWLY PROPOSED OCCUPANCY--

ICRA, ISLM, WATCH,

MISC. FORMS

PAPER CADDY

INDICATOR

(REFER TO

PLAN AND

ELEVATION)

FRAMED PICTURE

OF C.O.R. WITH

CONTACT

INFORMATION

CONSTRUCTION

SUPERVISOR

NAME AND CELL NUMBER

XXXXX

BOILER/CHILLER PLANT AFTER

HOURS CONTACT PHONE XXXXX

FIRE EMERGENCY DIAL 911

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATIONS

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

STRUCTURAL

STAND

8234 ROBINSON

OVERLAND PARK, KS 66204

(913) 214-2169

/1

/2

:0 :1

P

M

ICRA CONSTRUCTION DETAILS

NSM 3 258AJS

BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADES LEXINGTON, KY

03/15/2024

596-22-700

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

GI002

SPUR #: 2207

3/4" = 1'-0"

ICRA BARRIER WALL TYPES5

1/2" = 1'-0"

GENERAL ICRA CONSTRUCTION PLAN LAYOUT13/8" = 1'-0"

SECTION AT ICRA CONSTRUCTION PLAN3 3/8" = 1'-0"

ICRA MOBILE CONTAINMENT CART2

3/8" = 1'-0"

ICRA ELEVATION4

CONSTRUCTION PHASING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (GC), IN COORDINATION WITH VETERANS AFFAIRS (VA) UNLESS OTHERWISE STATED IN THIS DOCUMENT. THE TRADES INVOLVED INCLUDE, BUT ARE NOT LIMITED TO, ARCHITECTURE, STRUCTURAL, CIVIL, ELECTRICAL, MECHANICAL, FIRE PROTECTION, ABATEMENT, AND TELECOMMUNICATIONS. THE PHASES DESCRIBED IN THESE DOCUMENTS CAN BE SCHEDULED CONCURRENTLY IN ORDER TO MEET THE MILESTONE DATES IN THE CONTRACT. THE GC SHALL SUBMIT PROPOSED PHASING PLANS FOR THE ENTIRE PROJECT AND FOR EACH BUILDING WITH DETAILED CONSTRUCTION SCHEDULES FOR REVIEW AND APPROVAL TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) 30

DAYS PRIOR TO BEGINNING WORK.

THE OPERATIONS OF THE FACILITY WILL CONTINUE WITHOUT SERVICE INTERRUPTION WHILE CONSTRUCTION OCCURS. THE GC SHALL MAINTAIN A PROTECTIVE DEMARCATION BETWEEN ACTIVE AND CONSTRUCTION AREAS DURING EACH PHASE.

GC WILL CONDUCT A PRE-CONSTRUCTION MEETING WITH THE COR TO IDENTIFY AREAS WHERE AFTER HOURS WORK WILL BE REQUIRED. AREAS INCLUDE BUT ARE NOT LIMITED TO: OCCUPIED SPACES WHERE CONSTRUCTION WOULD DISRUPT THE WORK ENVIRONMENT OF THE INDIVIDUAL OCCUPYING THE SPACE (OFFICES THAT OPERATE 8AM - 5PM), FOR AREAS THAT OPERATE 24/7, AND PUBLIC AREAS.

FIELD VERIFY ACTUAL CONDITIONS AND DIMENSIONS. NOTIFY COR OF ANY DEVIATION FROM DRAWINGS OR ANY UNFORESEEN CONDITIONS THAT MAY CONFLICT WITH NEW WORK.

THE EXISTING INFRASTRUCTURE SUPPORTING THE IT VOICE AND DATA NETWORK SHALL REMAIN FULLY OPERATIONAL UNTIL THE NEW INFRASTRUCTURE IS COMPLETE AND A COORDINATED CUTOVER SCHEDULE/PLAN HAS BEEN APPROVED BY THE LOCAL VA OFFICE OF INFORMATION TECHNOLOGY (OIT) AND COR. A CUTOVER SCHEDULE/PLAN SHALL BE SUBMITTED BY THE GC AND APPROVED BY THE VA A MINIMUM OF 30 DAYS BEFORE THE SCHEDULED CUTOVER IS TO COMMENCE.

ANY ELECTRICAL OUTAGE REQUEST SHALL BE SUBMITTED TO THE COR 14 CALENDAR DAYS IN ADVANCE.