36C26118B0618-004.pdf

NEW DERMATOLOGY OUTPATIENT

SERVICES BUILDING

PROJECT NO. : 612-501

VA MATHER NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MATHER, CALIFORNIA

COVER SHEET

SITE MAPVICINITY MAP

SCALE: NTSSCALE: NTS

FINAL STAMPED SUBMITTAL

LEGEND:

PROJECT

NORTH

NORTH

NORTH

PERSPECTIVE VIEW

AREA 1

AREA 2

AREA 3

4 VA NORTHERN CALIFORNIA HEALTH

CARE SYSTEM MATHER, CALIFORNIA

(ARTIST RENDERING)

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/19

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of02/12/2018

VA MEDICAL CENTER, MATHER, CA 95655

644K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

3/13/2018 9:55:39 AMH:\PROJECTS\VA MEDICAL CENTERS\MATHER - DERMATOLOGY - 10TH SUBMITTAL_vball314.rvt

NEW DERMATOLOGY

OUTPATIENT SERVICES

BUILDING

D.DIMAT

GI100

COVER SHEET

J.ALFARO

612-501

D.DIMAT

1 151

SHEET INDEX

DWG

NO

SHEET

NO. SHEET NAME

81 P001 PLUMBING GENERAL NOTES, LEGEND AND ABBREVIATIONS

82 PL101-1 PLUMBING FIRST FLOOR ENLARGED PLAN - NORTH

83 PL101-2 PLUMBING FIRST FLOOR ENLARGED PLAN - SOUTH

84 PL102-1 PLUMBING SECOND FLOOR ENLARGED PLAN - NORTH

85 PL102-2 PLUMBING SECOND FLOOR ENLARGED PLAN - SOUTH

86 PL103 PLUMBING ROOF PLAN

87 PL501 PLUMBING SCHEDULES

88 PL502 PLUMBING DIAGRAMS AND DETAILS

89 PL503 PLUMBING DIAGRAMS AND DETAILS

90 PL601 PLUMBING WATER PIPING DIAGRAM

91 PL602 PLUMBING DWV PIPING DIAGRAM

92 M001 MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

93 MH201 MECHANICAL SCHEDULES

94 MH202 MECHANICAL SCHEDULES

95 MH203 MECHANICAL SCHEDULES

96 MH204 MECHANICAL SCHEDULES

97 MH205 MECHANICAL SCHEDULES

98 MH206 MECHANICAL SCHEDULES

99 MH301-1 MECHANICAL FIRST FLOOR ENLARGED PLAN - NORTH

100 MH301-2 MECHANICAL FIRST FLOOR ENLARGED PLAN - SOUTH

101 MH302 MECHANICAL SECOND FLOOR ENLARGED PLAN

102 MH303 MECHANICAL ROOF PLAN

103 MH401-1 MECHANICAL FIRST FLOOR ENLARGED PIPING PLAN - NORTH

104 MH401-2 MECHANICAL FIRST FLOOR ENLARGED PIPING PLAN - SOUTH

105 MH402 MECHANICAL SECOND FLOOR ENLARGED PIPING PLAN -

SOUTH

106 MH403 MECHANICAL ROOF PIPING PLAN

107 MH501 MECHANICAL CHILLED WATER ICE STORAGE SYSTEM

108 MH502 MECHANICAL HEATING HOT WATER PRIMARY / SECONDARY

SYSTEM

109 MH503 MECHANICAL AIR SIDE P & ID

110 MH504 MECHANICAL VARIABLE AIR VOLUME AIR HANDLING UNIT

DIAGRAM

111 MH505 MECHANICAL CONTROL DIAGRAMS

112 MH506 MECHANICAL CONTROL DIAGRAM

113 MH601 MECHANICAL DETAILS

114 MH602 MECHANICAL DETAILS

115 MH603 MECHANICAL DETAILS

116 MH604 MECHANICAL DETAILS

117 E101 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

118 EL111-1 ELECTRICAL LIGHTING PLAN - ENLARGED FIRST FLOOR -

NORTH

119 EL111-2 ELECTRICAL LIGHTING PLAN - ENLARGED FIRST FLOOR -

SOUTH

120 EL112-1 ELECTRICAL LIGHTING PLAN - ENLARGED SECOND FLOOR

PLAN - NORTH

121 EL112-2 ELECTRICAL LIGHTING PLAN - ENLARGED SECOND FLOOR

PLAN - SOUTH

122 EL113 ELECTRICAL LIGHTING PLAN - ROOF

123 EP120 ELECTRICAL POWER AND GROUNDING SITE PLAN

124 EP121-1 ELECTRICAL FIRST FLOOR ENLARGED POWER PLAN - NORTH

125 EP121-2 ELECTRICAL FIRST FLOOR ENLARGED POWER PLAN - SOUTH

126 EP122-1 ELECTRICAL SECOND FLOOR ENLARGED POWER PLAN -

NORTH

127 EP122-2 ELECTRICAL SECOND FLOOR ENLARGED POWER PLAN -

SOUTH

128 EP131-1 ELECTRICAL MECHANICAL PLUMBING AND ACCESS CONTROL

POWER PLAN - FIRST FLOOR - NORTH

129 EP131-2 ELECTRICAL MECHANICAL PLUMBING AND ACCESS CONTROL

POWER PLAN - FIRST FLOOR - SOUTH

130 EP132-1 ELECTRICAL MECHANICAL PLUMBING AND ACCESS CONTROL

POWER PLAN - SECOND FLOOR - NORTH

131 EP132-2 ELECTRICAL MECHANICAL PLUMBING AND ACCESS CONTROL

POWER PLAN - SECOND FLOOR - SOUTH

132 EP133 ELECTRICAL MECHANICAL POWER PLAN - ROOF

133 EP134 ELECTRICAL PROPOSAL FUTURE EYE CLINIC CONDUIT

ROUTING

134 EP402 ELECTRICAL LARGE SCALE ROOM DATA PLANS

135 EP405 ENLARGED ELECTRICAL ROOM PLANS

136 EP601 ELECTRICAL POWER SINGLE LINE DIAGRAM

137 EP701 ELECTRICAL LIGHTING SCHEDULE

138 EP702 ELECTRICAL PANEL SCHEDULES

139 EP703 ELECTRICAL PANEL SCHEDULES

140 EP704 ELECTRICAL PANEL SCHEDULES

141 ED801 ELECTRICAL DETAILS

142 ED802 ELECTRICAL DETAILS

143 ED803 ELECTRICAL DETAILS

144 ET101-1 TELECOM FIRST FLOOR ENLARGED PLAN NORTH

145 ET101-2 TELECOM FIRST FLOOR ENLARGED PLAN SOUTH

146 ET102-1 TELECOM SECOND FLOOR ENLARGED PLAN NORTH

147 ET102-2 TELECOM SECOND FLOOR ENLARGED PLAN SOUTH

148 ET103 FIRST & SECOND FLOOR COMMUNICATIONS CABLE TRAY

149 ET400 TELECOM OUTSIDE PLANT (OSP)

150 ET401 TYPICAL TELECOM ROOM LAYOUT

151 ET402 TYPICAL TELECOM ROOM LAYOUT

SHEET INDEX

DWG

NO

SHEET

NO. SHEET NAME

1 GI100 COVER SHEET

2 GI100-1 APPROVALS

3 GI101 PROJECT AREAS BID DEDUCTS

4 GI200 GENERAL PROJECT NOTES

5 GC001 EXIT PLAN AND CODE DATA

6 CS101 OVERALL SITE PLAN

7 CD101 DEMOLITION PLAN - AREA 1

8 CD102 DEMOLITION PLAN - AREAS 2 AND 3

9 CG101 GRADING PLAN - AREA 1

10 CG102 GRADING, SIGNING, STRIPPING AND DIMENSIONING PLAN -

AREA 2

11 CG103 GRADING, SIGNING, STRIPPING AND DIMENSIONING PLAN -

AREA 3

12 CU101 UTILITY PLAN

13 C101 SITE LAYOUT AND DIMENSION PLAN

14 C102 SITE DETAILS

15 C103 SIGNING AND STRIPING PLAN - AREA 1

16 CEC101 EROSION CONTROL PLAN

17 SS001 STRUCTURAL GENERAL NOTES

18 SS002 STRUCTURAL GENERAL NOTES

19 SS003 STRUCTURAL TYPICAL CONCRETE DETAILS

20 SS004 STRUCTURAL TYPICAL EXTERIOR METAL STUD DETAILS

21 SS005 STRUCTURAL TYPICAL INTERIOR METAL STUD DETAILS

22 SS006 STRUCTURAL TYPICAL METAL STUD DETAILS

23 SS007 STRUCTURAL TYPICAL METAL STUD DETAILS

24 SS101 STRUCTURAL FOUNDATION PLAN

25 SS102 STRUCTURAL 2ND FLOOR FRAMING PLAN

26 SS103 STRUCTURAL ROOF FRAMING PLAN

27 SS301 STRUCTURAL SECTIONS

28 SS302 STRUCTURAL SECTIONS

29 SS303 STRUCTURAL SECTIONS

30 SS304 STRUCTURAL SECTIONS

31 SS401 STRUCTURAL ELEVATIONS

32 SS402 STRUCTURAL SPECIAL CONCENTRIC BRACED FRAME

DETAILS

33 SS403 STRUCTURAL SPECIAL CONCENTRIC BRACED FRAME

DETAILS

34 SS501 STRUCTURAL TYPICAL STEEL DETAILS

35 SS502 STRUCTURAL TYPICAL STEEL DETAILS

36 SS503 STRUCTURAL TYPICAL STEEL DETAILS

37 SS504 STRUCTURAL TYPICAL METAL DECK DETAILS

38 SS505 STRUCTURAL TYPICAL METAL DECK DETAILS

39 SS506 STRUCTURAL ELEVATOR AND MISC DETAILS

40 A001 ARCHITECTURAL GENERAL NOTES, LEGEND AND

ABBRREVIATIONS

41 AS101 ARCHITECTURAL SITE PLAN

42 AE101 ARCHITECTURAL FIRST FLOOR PLAN

43 AE101-1 ARCHITECTURAL FIRST FLOOR ENLARGED PLAN - NORTH

44 AE101-2 ARCHITECTURAL FIRST FLOOR ENLARGED PLAN - SOUTH

45 AE102 ARCHITECTURAL SECOND FLOOR PLAN

46 AE102-1 ARCHITECTURAL SECOND FLOOR ENLARGED PLAN - NORTH

47 AE102-2 ARCHITECTURAL SECOND FLOOR ENLARGED PLAN - SOUTH

48 AE103 ARCHITECTURAL REFLECTED CEILING PLANS

49 AE104 ARCHITECTURAL ROOF PLAN

50 AE105 ARCHITECTURAL FINISH PLANS

51 AE106 ARCHITECTURAL SIGNAGE PLAN

52 AE201 ARCHITECTURAL EXTERIOR ELEVATIONS

53 AE301 ARCHITECTURAL BUILDING SECTIONS

54 AE302 ARCHITECTURAL EXTERIOR WALL SECTIONS

55 AE303 ARCHITECTURAL INTERIOR WALL SECTIONS

56 AE401 ARCHITECTURAL TOILET ACCESSIBILITY AND ACCESSORIES

57 AE402 ARCHITECTURAL LARGE SCALE TOILET PLANS AND INTERIOR

ELEVATIONS

58 AE403 ARCHITECTURAL STAIR S2 PLANS

59 AE404 ARCHITECTURAL STAIR S1 PLANS

60 AE405 ARCHITECTURAL ELEVATOR SECTION

61 AE406 ARCHITECTURAL LARGE SCALE ROOM DATA PLANS

62 AE501 ARCHITECTURAL DETAILS

63 AE502 ARCHITECTURAL DETAILS

64 AE503 ARCHITECTURAL DETAILS

65 AE504 ARCHITECTURAL DETAILS

66 AE505 ARCHITECTURAL DETAILS

67 AE506 ARCHITECTURAL DETAILS

68 AE507 ARCHITECTURAL DETAILS

69 AE508 ARCHITECTURAL DETAILS

70 AE509 ARCHITECTURAL DETAILS

71 AE601 ARCHITECTURAL DOOR AND GLAZING SCHEDULES

72 AE602 ARCHITECTURAL FINISH SCHEDULES

73 AE603 ARCHITECTURAL INTERIOR ELEVATIONS

74 AE604 ARCHITECTURAL INTERIOR ELEVATIONS

75 AC101 FIRST FLOOR ACCESS CONTROL & CCTV PLAN

76 AC102 SECOND FLOOR ACCESS CONTROL & CCTV PLAN

77 FA-101 FIRST FLOOR FIRE ALARM PLAN

78 FA-102 SECOND FLOOR & ROOF FIRE ALARM PLAN

79 FP-101 FIRST FLOOR FIRE SPRINKLER PLAN

80 FP-102 SECOND FLOOR FIRE SPRINKLER PLAN

SCHEMATIC DESIGN 08/29/2016

DESIGN DEVELOPMENT 11/14/2016

85% SUBMITTAL 05/17/2017

UNSTAMPED FINAL SUBMITTAL 09/19/2017

FINAL STAMPED SUBMITTAL 02/12/2018

F

A

D

I E

T D

S T N

U

E T

M

AP

R

E NT O

S

A

T SE FO

R E

M

A

CI

N

VE RA

TE

A

FA

I R

F S

F

A

D

I

E

T

D S T

N U

E T

M

AP

R

E NT O

S

A

T SE FO

R E

M

A

CI

N

VE RA

TE

A

FA

I R F

S

F.E.C.F.E.C.

F.E.C.

F .E

.C

F.E.C.

F .E

.C

F.E.C.

F.E.C.

NEW DERMATOLOGY OUTPATIENT

SERVICES BUILDING

PROJECT NO. : 612-501

VA MATHER NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MATHER, CALIFORNIA

APPROVALS

Kevin C. Maxson PE Chief, E&FMS

Rivkah R. Isseroff, M.D.

Chief, Dermatology Service

David Siegel, M.D.

Chief, Medical Service

Dr. Dawn Erckenbrack, Associate Director Sacramento Valley Division

Margo Duckett, RN MSN, NEA-BC Chief Nurse, NCHCS

William Cahill, M.D.

Chief of Staff

David Stockwell, MHA Director

0.9122.1367 5

A

B

C

D

C4

D1

3.1

A.3

A.7

B.3

S T

A

IR

81 SF

ELEVATOR

E1

801 SF

WAITING

1A01

210 SF

RECEPTION

1A03

36 SF

H.A.C.

1AC2A

179 SF

HALL

1AC1

58 SF

PUBLIC

TOILET

1AC1A

59 SF

PUBLIC

TOILET

1AC1B

34 SF

ELEVATOR

CONTROL

1A01A56 SF

STAFF

1A02D

63 SF

STAFF

1A02C

354 SF

STAFF

1AC2B

1193 SF

OPEN OFFICE

1A02

75 SF

SHOWER

1A13A

63 SF

PATIENT

TOILET

1AC2C

174 SF

PHOTO

1A13

102 SF

OFFICE

1A02A

170 SF

LASER

1A12

100 SF

I.T.

1A16

108 SF

MULTI

PURPOSE

1A02B

225 SF

ELECTRICAL

1A15

710 SF

MECHANICAL

1A14

123 SF

EXAM

ROOM

1A11

124 SF

EXAM

ROOM

1A10

124 SF

EXAM

ROOM

1A09

124 SF

EXAM

ROOM

1A08

124 SF

EXAM

ROOM

1A07

122 SF

EXAM

ROOM

1A06

125 SF

EXAM

ROOM

1A05

126 SF

EXAM

ROOM

1A04

213 SF

STAIR 2

S2

847 SF

CORRIDOR

1AC2

0.9122.1367 5

A

B

C

D

C4

D1

3.1

A.3

A.7

B.3

175 SF

GEN

PROCEDURE

2A13

81 SF

DIRTY

2AC2B

120 SF

PROCEDURE

PREP

2A09

103 SF

OFFICE

2A05A

99 SF

MULTI

PURPOSE

2A05B

67 SF

PATIENT

TOILET

2AC2C

73 SF

ELECTRICAL

2AC1E

240 SF

PROCEDURE

WAITING

2A01

188 SF

MEN'S

TOILET

2AC1A

183 SF

WOMEN'S

TOILET

2AC1B

293 SF

STAFF

2AC2D

172 SF

DERM LAB

2A12

174 SF

GEN

PROCEDURE

2A11

370 SF

IT STORAGE

2A06

101 SF

I.T.

2A08

316 SF

IT OPEN

OFFICE

2A05

262 SF

CONFERENCE

2A04

214 SF

LOUNGE

2A03

370 SF

CONFERENCE

2A02

631 SF

CORRIDOR

2AC2

101 SF

SHAFT

175 SF

GEN

PROCEDURE

2A10

1078 SF

CORRIDOR

2AC1

19 SF

TANK STO.

2AC2A80 SF

CLEAN

SUPPLY

2AC2E

49 SF

HAC

2AC1D

14,884 SF

APPROVED BUILDING AREA

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/19

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of02/12/2018

VA MEDICAL CENTER, MATHER, CA 95655

644K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

3/13/2018 9:55:45 AMH:\PROJECTS\VA MEDICAL CENTERS\MATHER - DERMATOLOGY - 10TH SUBMITTAL_vball314.rvt

NEW DERMATOLOGY

OUTPATIENT SERVICES

BUILDING

E. MITCH

GI100-1

APPROVALS

J. ALFARO

612-501

E. MITCH

2 151

SCALE: NTSGI100-1

1 FIRST FLOOR PLAN

SCALE: NTSGI100-1

2 SECOND FLOOR PLAN

GROSS AREA TABLE

LEVEL AREA AREA TYPE

FIRST FLOOR 7698 SF Gross Building Area

SECOND FLOOR 6413 SF Gross Building Area

GRAND TOTAL 14110 SF

D

Y H

S

S

S S

S

S

S

S S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

V

S

91.64DI

91.49

91.87

92.45

92.91

90.23

92.42

MH

R

IM

9.

B

UR

IED

IN

V.

.6 0-

95 95

91 91

93 93

3 9

O2 LINES

O2

O2

O

O2

GAS REGULATOR

STATION

A B A N D O N E D

IN

P

LA

C E

G

"G

"G

3" G

3" G

3" G

3"G 3"G 3"G 3"G

4"G4"G 4"G

4"D

6"D

6"D

"R W D

6"

RW

D

4"D

17"AC

15"D

10"MU

13"MU

11"MU

12"MU

NORTH

12"FIR

9"F

10"EU

MTEU

28"D

5"D

7"MU

ssmh

SDMH

SDMH

sign fc l ip of g u tte r u asp h alt lip of gu tter cb cb

14" sycamore

5" oak alt lan d sca p in g con c strip tru nc ated do m es cb i sca pin g

6"oak

14"tree

4"oak fh

BLDG 807

BLDG 806

BLDG 805

BL

DG

BL

DG

A

BL

DG

T alt c on c e lec pa ne ls s mo kin g sh elt er wood deck

4" fire

5"oak

4"oak

4"tree

4"tree

4"tree

4"tree

4"tree

4"tree

4"tree

4"tree 5"tree

6"tree

8"tree

10"oak f c retainin g w a ll cb fh cb tru n cated do m e (typ) conc conc deck ra m p c on c la nd sc ap in g

"c on c

BL

DG

B wood deck

5"tree is s pb la nd sc ap in g w a lk w ay ssm h sdmh sdmh lip of gutter fc fc conc walk d i cb lan d sca ping c on c b ui ld in g co nc re te w a lkw a y lan d sca ping con crete w alkw ay lan d sca ping ba ck o f co nc rete w a lk w a y

BLDG T803

BL

DG

sca pin g asphalt alt a sp ha lt a sp ha lt a sp ha lt a sp ha lt a sp ha lt i el ec c ha rgin g s ta ti on

BL

DG

a sp ha lt u fa ce of c u rb li p of g ut te r f ac e of cu rb lip u fa ce of c u rb top of c urb c on c c on c s pe ed b um p di p b cb m h s dm h d i ir rig p b te l p b

3-e lec p b a sp ha lt a s p h a lt a sp ha lt a sp ha lt li p of g ut te r f ac e of cu rb ep

2 ' r oc k s wa le di di conc asphalt ir rig p b ir rig p b ir rig p b e lec p b p b

HO

SP

ITA

L

WA

Y

S O U T H

W H

IT

E

R O C K

R O A D isla n d ro u nd a b out irr p b con c irrpb irrpb d i sd mh cb con c walkway fh

(e) parking lot lan ds ca pesid ew alk wm irrpb

4"oak

30"tree

4"tree

4"tree

15"rdwd

18"rdwd

6"tree

12"red

12"tree

8"oak

10"oak 10"oak

12"oak

4"tree

16"tree elec va ult fh ssmh

PE

TE

R A M

CC

U

EN

B

LV

D

B L A

IS

D E L L

B L V D

HOSPITAL WAY

H O S P

IT

A L

W A Y

H O

SP

IT

AL

W

AY

AREA 3

AREA 2

A R

E A

PROJECT DESCRIPTION SUMMARY

THIS PROJECT CONSISTS OF BUILDING A NEW DERMATOLOGY OUTPATIENT

SERVICES FACILITY ON THE VA MATHER HOSPITAL CAMPUS (AREA 1), AND

REMOVING AND REPLACING MODULAR BUILDINGS ON THE EAST END OF

CAMPUS (AREAS 2 AND 3) WITH SITE IMPROVEMENTS AS SHOWN ON THE

DRAWINGS.

AREA 1 DEMOLISH EXISTING PARKING LOT AND BUILD A 2-

STORY DERMATOLOGY CLINIC BUILDING AND SITE

IMPROVEMENTS AS SHOWN.

AREA 2 REMOVE MODULAR BUILDINGS, RELOCATE SMOKING

SHELTER, AND REPLACE WITH REFURBISHED PARKING

AREA AND OTHER SITE IMPROVEMENTS AS SHOWN.

AREA 3 REMOVE MODULAR BUILDINGS AND REPLACE WITH

PAVED DRIVEWAY AND OTHER SITE IMPROVEMENTS

AS SHOWN.

SUMMARY OF WORK

BUILDING TITLE SHALL BE DERMATOLOGY OUTPATIENT SERVICE,

BUILDING 644. THE SITE IS LOCATED AT THE VA MATHER CAMPUS, 10535

HOSPITAL WAY, MATHER, CALIFORNIA 95655. THE LOCATION OF THE

BUILDING DESIGN SHALL BE ON THE WEST SIDE OF THE CAMPUS JUST

ACROSS FROM BUILDING 646, AND WILL INCLUDE THE DEMOLITION OF

PARKING SPOTS FOR THE CONSTRUCTION OF THE NEW BUILDING.

SPECIFICATIONS SHALL GOVERN THE DRAWINGS LANGUAGE. THE

BUILDING DESIGN SHALL INCLUDE A NEW 14,100 SQUARE FEET, 2

STORY OUTPATIENT DERMATOLOGY SERVICE BUILDING. THE DURATION

FOR CONSTRUCTION IS 500 DAYS. BUILDINGS OCCUPANCY WILL BE

B/NEW BUSINESS AND THE BUILDING TYPE WILL BE II B/ II (000).

COORDINATION WITH THE LOCAL UTILITY COMPANY SMUD IS REQUIRED

AND MUST BE COMPLETED BY THE CONTRACTOR.

PRELIMINARY WORK COMMON TO ALL AREAS

PRIOR TO DEMOLITION CONTRACTOR SHALL CONDUCT A SITE

WALKTHROUGH WITH THE VA TO IDENTIFY AND DOCUMENT ANY ITEMS

TO BE STORED, SALVAGED, AND/OR REUSED BY THE VA.

CONTRACTOR IS RESPONSIBLE FOR PROTECTING, STORING, AND

DELIVERING SUCH ITEMS WHERE INSTRUCTED BY THE VA.

BID DEDUCT NO. 1: DELETE ALL WORK ASSOCIATED WITH BUILDING A

PARKING LOT IN SITE AREA 2.

BID DEDUCT NO. 2: DELETE ALL WORK ASSOCIATED WITH DEMOLITION OF

MODULAR BUILDINGS AND RELOCATION OF SMOKING SHELTER IN SITE

AREA 2.

BID DEDUCT NO. 3: DELETE ALL WORK ASSOCIATED WITH BUILDING A

NEW PAVED DRIVEWAY IN SITE AREA 3.

BID DEDUCT NO. 4: DELETE ALL WORK ASSOCIATED WITH DEMOLITION OF

MODULAR BUILDINGS IN SITE AREA 3.

BID DEDUCT NO. 5: DELETE ALL ROOF EQUIPMENT SCREENS AND

ASSOCIATED STRUCTURAL SUPPORTS.

BID DEDUCT NO. 6: DELETE ALL WORK ASSOCIATED WITH INDEPENDENT

THIRD PARTY COMMISSIONING.

BID DEDUCT NO. 7: DELETE ALL INTERIOR SIGNAGE.

BID DEDUCT NO. 8: DELETE CMU WALL IN ITS ENTIRETY AND REPLACE

WITH ENGINEERED 10 FOOT HIGH CHAIN LINK FENCE MOUNTED ON

CONCRETE FOOTINGS. THE (2) CHAIN LINK GATES SHOWN ON THE

DRAWINGS SHALL REMAIN.

BID DEDUCT NO. 9: DELETE PORTION OF BUILDING ON SECOND FLOOR

CONSISTING OF ROOMS 2A05, 2A05A, 2A05B, 2A06, 2AC2D, AND 2AC2E AND

REPLACE WITH ROOF DECK INSULATION, EPDM ROOFING, AND DRAINS

SURROUNDED BY 4 FT. HIGH PARAPET (ELECTRICAL ROOM 2AC1A, IT

ROOM 2A08 TO REMAIN). PROVIDE EXTERIOR WALL AND 3 FOOT WIDE BY

7 FOOT HIGH INSULATED METAL DOOR AT END OF CORRIDOR 2AC1

(BETWEEN CONFERENCE ROOM 2A04 AND H.A.C. 2AC1D). PROVIDE ROOF

WALKWAY PADS CONNECTING CORRIDOR 2AC1 WITH EXTERIOR STAIR 1.

AT EXTERIOR SIDE OF REMAINING ROOMS, PROVIDE ALUMINUM

COMPOSITE WALL PANEL CONSTRUCTION TO MATCH ADJACENT.

BID DEDUCT NO. 10: DELETE ALL WORK ASSOCIATED WITH EXTERIOR

ALUMINUM SUN SHADES AND ASSOCIATED STRUCTURAL SUPPORTS.

BID DEDUCT NO. 11: DELETE SECOND FLOOR DRINKING FOUNTAIN AND

PROVIDE PLUMBING STUB-OUT INSIDE WALL WITH FLUSH-MOUNTED

ACCESS PANEL.

BID DEDUCT NO. 12: DELETE ALL SINKS FROM EXAM ROOMS AND PROVIDE

ONLY PLUMBING STUBOUTS.

BID DEDUCT NO. 13: DELETE ALL ROLLER SHADES AND ROLLER

LIGHTPROOF SHADES.

BID DEDUCTS

THE WORK INCLUDES, BUT IS NOT LIMITED TO, SITE WORK DEMOLITION,

MODULAR BUILDING DEMOLITION, SITE IMPROVEMENTS, SITE UTILITIES,

CONCRETE FOUNDATIONS, STEEL BUILDING STRUCTURAL FRAMING,

EXTERIOR ENVELOPE SYSTEMS, PREFABRICATED STEEL STAIRS,

ELEVATOR SYSTEM, INTERIOR NON-COMBUSTIBLE CONSTRUCTION,

FINISHES, AND ALL OTHER ASSOCIATED CIVIL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE PROTECTION, AND TELECOMMUNICATION WORK AS

SHOWN ON THE DRAWINGS AND AS SPECIFIED FOR A NEW

DERMATOLOGY OUT PATIENT SERVICES BUILDING INCLUDING REMOVAL

OF EXISTING MODULAR BUILDINGS.

0.9122.1367 5

A A

B

C C

D D

C4

D1

3.1

A.3

A.7

B.3

316 SF

IT OPEN

OFFICE

2A05

101 SF

I.T.

2A08

73 SF

ELECTRICAL

2AC1E

103 SF

OFFICE

2A05A

262 SF

CONFERENCE

2A04

99 SF

MULTI

PURPOSE

2A05B

214 SF

LOUNGE

2A03

370 SF

CONFERENCE

2A02

240 SF

PROCEDURE

WAITING

2A01

120 SF

PROCEDURE

PREP

2A09

188 SF

MEN'S

TOILET

2AC1A

183 SF

WOMEN'S

TOILET

2AC1B

101 SF

SHAFT

81 SF

DIRTY

2AC2B

631 SF

CORRIDOR

2AC2

49 SF

HAC

2AC1D

67 SF

PATIENT

TOILET

2AC2C

370 SF

IT STORAGE

2A06

80 SF

CLEAN

SUPPLY

2AC2E

293 SF

STAFF

2AC2D 175 SF

GEN

PROCEDURE

2A13

172 SF

DERM LAB

2A12

174 SF

GEN

PROCEDURE

2A11

175 SF

GEN

PROCEDURE

2A10

631 SF

CORRIDOR

2AC2

1078 SF

CORRIDOR

= BID DEDUCT NO. 9 AREA

DEDUCT NO 9 SHEET NOTES

SHADED AREA INDICATES SECOND FLOOR SPACES TO BE

DELETED. REPLACE WITH EPDM ROOFING MEMBRANE SYSTEM.

ROOF DRAIN.

48" HIGH PARAPET.

NEW EXTERIOR 3'-0" x 7'-0" DOOR.

ROOF WALKWAY PADS.

NEW EXTERIOR WALL WITH ALUMINUM COMPOSITE WALL

FINISH SYSTEM.

L I C

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C-22051

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1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of02/12/2018

VA MEDICAL CENTER, MATHER, CA 95655

644K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

"FULLY SPRINKLERED"

3/13/2018 9:55:48 AMH:\PROJECTS\VA MEDICAL CENTERS\MATHER - DERMATOLOGY - 10TH SUBMITTAL_vball314.rvt

NEW DERMATOLOGY

OUTPATIENT SERVICES

BUILDING

D. DIMAT

GI101

PROJECT AREAS BID DEDUCTS

J. ALFARO

612-501

D. DIMAT

3 151

NOT TO SCALEGI101

1 PROJECT AREAS

NORTH

PROJECT

NORTH

3/32" = 1'-0"GI101

3 BID DEDUCT NO.9 (SECOND FLOOR)

GENERAL NOTES

ABBREVIATIONS/DEFINITIONS

CO CONTRACTING OFFICER

COR/COTR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM GOVERNMENT SHALL MEAN DEPARTMENT OF VETERANS AFFAIRS

EXISTING HAZARDOUS MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN SAID DOCUMENTS, HE SHALL IMMEDIATELY STOP WORK AND ADVISE THE C.O. FOR ACTION.

THE ARCHITECT/ENGINEER AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATE BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM

REGULATING AGENCIES BEFORE STARTING ANY WORK INCLUDING SMUD PERMITS.

SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN IN BOLD LINES ARE NEW AND ITEMS SHOWN IN

GRAYSCALE ARE EXISTING.

THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND SIMILAR

DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS.

IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, ADVISE THE

CONTRACTING OFFICER AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING GIVEN TO THE

CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING UTILITIES, MECHANICAL AND ELECTRICAL EQUIPMENT AND EXISTING CONSTRUCTION.

FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED WHILE THE SITE IS OPERATIONAL AND OCCUPIED BY PERSONNEL, EQUIPMENT AND FURNITURE. AS SUCH, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE BY THE

CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE ITEMS

ARE TO BE ADDRESSED AND CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS.

FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT SUCH AS PANELBOARDS, METERS, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE GOVERNMENT.

EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED.

THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THISCONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE GOVERNMENT.

ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT".

ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, VA CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL GOVERN.

IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE

ARCHITECT/ENGINEER OR THE GOVERNMENT.

THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A LOCATION

APPROVED BY THE GOVERNMENT.

THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC.

THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS.

DEBRIS SHALL BE TRANSPORTED ON COVERED CARTS TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF DEBRIS AT

THE END OF EACH DAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS

AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO

COMMENCING WORK.

ALL FINISH WORK, EITHER NEW OR EXISTING, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN

CONSTRUCTION, COLOR, TEXTURE AND MANUFACTURER.

WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR

LEAD TO FAILURE IN WORKMANSHIP.

ANY ROOF, WALL OR OTHER OPENINGS MADE DURING CONSTRUCTION SHALL BE SEALED AND PROTECTED FROM RAIN, MOISTURE, WIND, DUST AND OTHER OUTSIDE ELEMENTS.

AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY. JOB SITE SAFETY IS STRICTLY THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE GOVERNMENT, ARCHITECTS AND ENGINEERS ARE NOT RESPONSIBLE FOR ANY ASPECT OF JOB SITE SAFETY.

FIRE PROOFING

CONTRACTOR SHALL PROVIDE FIRE PROOFING WHERE INDICATED AND AS REQUIRED IN ACCORDANCE WITH SPECIFICATIONS. QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY.

THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE CONFINES OF THE BUILDING

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER.

ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT

PATHS CLEAR AT ALL TIMES.

THE VA RESERVES THE RIGHT TO REQUIRE SOME WORK TO BE DONE AFTER NORMAL WORKING HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE GOVERNMENT, A MINIMUM OF THREE

WEEKS IN ADVANCE.

CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO MOBILIZING ON

THE SITE.

ALL UTILITY OUTAGES MUST OCCUR AFTER HOURS OR ON WEEKENDS UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES,INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE MEDICAL CENTER. ALL SUCH TIME SHALL BE INCLUDED IN THE BASE BID AND

WILL NOT BE BILLABLE TO THE GOVERNMENT.

CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES

AND SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN.

CONTRACTOR SHALL PROVIDE SEISMIC ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, CASEWORK, FIXTURES, CEILING SUSPENDED ITEMS, OVERHEAD DUCTWORK, EQUIPMENT, PLUMBING AND ELECTRICAL PIPES AND RACEWAYS, AND FIRE PROTECTION SYSTEMS PER SPECIFICATION SECTION 130541 AND AS SHOWN ON THE

PLANS AND/OR SPECIFIED BY EACH RESPECTIVE DISCIPLINE.

WHERE EXTERIOR WORK OCCURS, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL

BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145. PRIOR TO DEMOLITION CONTRACTOR SHALL PROVIDE A TEMPORARY SIGNAGE PLAN FOR VA APPROVAL INDICATING SIGN LANGUAGE AND LOCATIONS. CONTRACTOR SHALL

MAINTAIN AND REPLACE DAMAGED SIGNS FOR THE DURATION OF CONSTRUCTION.

FOR VA-PROVIDED EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR (SHOWN AS "VC" ON THE PLANS OR SCHEDULES), CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-CONNECTING AND TESTING PROPER OPERATION (PER MANUFACTURER'S INSTRUCTIONS) OF

SUCH EQUIPMENT PRIOR TO TURNING OVER SUCH EQUIPMENT TO THE VA.

FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF

SUCH INTERRUPTION.

CONSTRUCTION IS TAKING PLACE NEAR AN EXISTING OCCUPIED FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED BY THE COTR. CONTRACTOR IS ADVISED THAT WORK MAY BE STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE COTR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY DISTURBANCE OR

INTERFERENCE WITH PATIENT CARE.

THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE SPECIALTIES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH EACH SPECIALTY TRADE AND LOCATE ADDITIONAL ACCESS PANELS FOR REVIEW AND APPROVAL BY THE VA PRIOR TO FRAMING THE CEILING.

SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTORS RESPONSIBILITY. PROVIDE ADEQUATE SHORING OF ANY EXISTING CONDITIONS OR CONDITIONS CAUSED BY CONSTRUCTION RELATED ACTIVITIES, AS NECESSARY TO PROTECT PERSONS AND STRUCTURE FROM POTENTIAL FALLING STRUCTURE, EQUIPMENT OR COLLAPSE OF EARTHWORK. AS A MINIMUM, FOR ANY EARTHWORK RESULTING IN TRENCHES OR EXCAVATIONS EXCEEDING THREE FEET (3') IN DEPTH, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO PROVIDE INSTRUCTIONS, FOR VA APPROVAL, ON THE METHODS TO BE USED FOR SHORING. ANY OVERHEAD STRUCTURE, EQUIPMENT OR SIMILARLY HEAVY CONDITION TO REMAIN, SHALL BE PROPERLY SHORED WITH INPUT FROM A LICENSED STRUCTURAL ENGINEER, AS REQUIRED, TO ENSURE THE

PERSONAL SAFETY AND PROTECTION OF REMAINING STRUCTURE.

THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY EXISTING CONDITION OR ITEM. CONTRACTOR SHALL NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH ITEMS, AND

HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS, FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA COST TO THE VA.

26.

WATER TIGHT FACILITY REQUIREMENTS

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY

DEFECTS OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

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C-22051

03/19

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of02/12/2018

VA MEDICAL CENTER, MATHER, CA 95655

644K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

3/13/2018 9:55:49 AMH:\PROJECTS\VA MEDICAL CENTERS\MATHER - DERMATOLOGY - 10TH SUBMITTAL_vball314.rvt

NEW DERMATOLOGY

OUTPATIENT SERVICES

BUILDING

D.DIMAT

GI200

GENERAL PROJECT NOTES

J.ALFARO

612-501

D.DIMAT

4 151

F.E.C.F.E.C.

F.E.C.

UP

UP

F .E

.C

F.E.C.

F .E

.C

UP

UP

F.E.C.

F.E.C.

22222222

(M

AX D

IA

G D

IS

TANCE)

117' - 2 7/8"

59'-0" M

IN DISTANCE PER IB

C SECTION 1007.1.1 AND NFPA 7.5.1.3)

101' - 8 11/16"

MECH YARD

S T

A

IR

1 50

FUTURE

CORRIDOR

225 SF

ELECTRICAL

1A15

710 SF

MECHANICAL

1A14

108 SF

MULTI

PURPOSE

1A02B

100 SF

I.T.

1A16

102 SF

OFFICE

1A02A

170 SF

LASER

1A12

123 SF

EXAM

ROOM

1A11

124 SF

EXAM

ROOM

1A10

124 SF

EXAM

ROOM

1A09

124 SF

EXAM

ROOM

1A08

124 SF

EXAM

ROOM

1A07

122 SF

EXAM

ROOM

1A06

125 SF

EXAM

ROOM

1A05

126 SF

EXAM

ROOM

1A04 213 SF

STAIR 2

S2

36 SF

H.A.C.

1AC2A

210 SF

RECEPTION

1A03

179 SF

HALL

1AC1

58 SF

PUBLIC

TOILET

1AC1A

59 SF

PUBLIC

TOILET

1AC1B

354 SF

STAFF

1AC2B

56 SF

STAFF

1A02D

63 SF

PATIENT

TOILET

1AC2C

75 SF

SHOWER

1A13A

174 SF

PHOTO

1A13

63 SF

STAFF

1A02C

81 SF

ELEVATOR

E1

1193 SF

OPEN OFFICE

1A02

34 SF

ELEVATOR

CONTROL

1A01A

801 SF

WAITING

1A01

847 SF

CORRIDOR

1AC2

0.9122.1367 5

A

B

C

D

C4

D1

3.1

A.3

A.7

B.3

' A

L L O

W E

D P

E R

I B

C T

A B

L E

.2

( < 300'-0" MAX TRAVEL DISTANCE PER NFPA SECTION 7.6)

18 14

50S T

A

IR

FUTURE

CORRIDOR

370 SF

CONFERENCE

2A02

214 SF

LOUNGE

2A03

262 SF

CONFERENCE

2A04

103 SF

OFFICE

2A05A

99 SF

MULTI

PURPOSE

2A05B

316 SF

IT OPEN

OFFICE

2A05

101 SF

I.T.

2A08

73 SF

ELECTRICAL

2AC1E

370 SF

IT STORAGE

2A06

293 SF

STAFF

2AC2D

175 SF

GEN

PROCEDURE

2A13

172 SF

DERM LAB

2A12

174 SF

GEN

PROCEDURE

2A11

175 SF

GEN

PROCEDURE

2A10

631 SF

CORRIDOR

2AC2

67 SF

PATIENT

TOILET

2AC2C

81 SF

DIRTY

2AC2B

101 SF

SHAFT

183 SF

WOMEN'S

TOILET

2AC1B

188 SF

MEN'S

TOILET

2AC1A

240 SF

PROCEDURE

WAITING

2A01

120 SF

PROCEDURE

PREP

2A09

1078 SF

CORRIDOR

2AC1

80 SF

CLEAN

SUPPLY

2AC2E

0.9122.1367 5

A

B

C

D

C4

D1

3.1

A.3

A.7

B.3 (M

AX D

IA

G. D

IS

TANCE)

115' -

7 1/4"(>64,-0" MIN DISTANCE PER IBC SECTION 1007.1.1 AND NFPA 7.5.1.3)

108' - 1"

110' - 8"

( < 300' ALLOWED PER IBC TABLE 1017.2 )

( < 300'-0" MAX TRAVEL DISTANCE PER NFPA SECTION 7.6)

19 SF

TANK STO.

2AC2A

49 SF

HAC

2AC1D

BUILDING CODE DATA

BUILDING OCCUPANCY

CONSTRUCTION TYPE

BUILDING GROSS AREA

( STAIR AND ELEVATOR AREA

INCLUDED ON FIRST FLOOR ONLY)

FIRST FLOOR

SECOND FLOOR

TOTAL OCCUPANCY LOAD

FIRE SPRINKLER THROUGHOUT

ACCESSIBLE ENTRY ROUTE

ACCESSIBLE MEANS OF EGRESS

2ND FLOOR ACCESS VIA ELEVATOR

MIN. EGRESS DOORS CAPACITY (EA.)

STAIRWAY CAPACITY (EA.)

B/NEW BUSINESS

II B/ II (000)

14,105 SF

YES

YES

YES

YES

CODE REFERENCES

LEGEND

EXIT SIGN

EGRESS ROUTE

OCCUPANT LOAD

EXIT LOAD

1 HOUR FIRE RATED WALL

2 HOUR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

MAXIMUM TRAVEL DISTANCE

FEC

THE FOLLOWING CODES ARE USED FOR THE BASIS

OF DESIGN FOR THIS PROJECT BUT ARE NOT

LIMITED TO:

· IBC

· NFPA 101

· NEC

· NFPA 80

· NFPA 110

· IMC

· IPC

· VA MANUAL H-18-8

· ASCE-7

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING AND USING THE MOST CURRENT

APPLICABLE CODE EDITION.

GENERAL NOTES:

1. OCCUPANCY CLASSIFICATION BASED ON PATIENTS NOT RECEIVING

TREATMENT OR ANESTHESIA THAT WOULD RENDER THEM INCAPABLE OF

TAKING ACTION FOR SELF PRESERVATION UNDER EMERGENCY

CONDITIONS WITHOUT THE ASSISTANCE OF OTHERS.

2. AUTOMATIC ENTRY SLIDING DOORS SHALL HAVE MANUAL EMERGENCY

BREAKOUT FUNCTION SWINGING IN THE DIRECTION OF EGRESS IN THE

EVENT OF POWER FAILURE (REF. IBC SECTION 1010.1.4.2)

3. EAST EXTERIOR WALL FIRE RATING AND OPENING PROTECTION BASED ON

ASSUMED PROPERTY LINE SHOWN ON SHEET AS101 (REF. IBC TABLE 602)

4. FIRE ALARM AUDIBLE SIGNAL USES SPEAKERS PER VA DIRECTION.

5. FIRE SPRINKLER PIPING SHALL HAVE ONE TEST-AND DRAIN VALVE PER

ZONE.

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/19

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of02/12/2018

VA MEDICAL CENTER, MATHER, CA 95655

644K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

"FULLY SPRINKLERED"

3/13/2018 9:55:38 AMH:\PROJECTS\VA MEDICAL CENTERS\MATHER - DERMATOLOGY - 10TH SUBMITTAL_vball314.rvt

NEW DERMATOLOGY

OUTPATIENT SERVICES

BUILDING

D.DIMAT

GC001

EXIT PLAN AND CODE DATA

J.ALFARO

612-501

D.DIMAT

5 151

1/8" = 1'-0"GC001

1 FIRST FLOOR EXIT PLAN

1/8" = 1'-0"GC001

2 SECOND FLOOR EXIT PLAN

PROJECT

NORTH

PROJECT

NORTH

NET AREA TABLE

LEVEL NAME AREA

SECOND FLOOR CLEAN SUPPLY 80 SF

SECOND FLOOR CONFERENCE 262 SF

SECOND FLOOR CONFERENCE 370 SF

SECOND FLOOR CORRIDOR 631 SF

SECOND FLOOR CORRIDOR 1078 SF

SECOND FLOOR DERM LAB 172 SF

SECOND FLOOR DIRTY 81 SF

SECOND FLOOR ELECTRICAL 73 SF

SECOND FLOOR GEN PROCEDURE 175 SF

SECOND FLOOR GEN PROCEDURE 174 SF

SECOND FLOOR GEN PROCEDURE 175 SF

SECOND FLOOR HAC 49 SF

SECOND FLOOR I.T. 101 SF

SECOND FLOOR IT OPEN OFFICE 316 SF

SECOND FLOOR IT STORAGE 370 SF

SECOND FLOOR LOUNGE 214 SF

SECOND FLOOR MEN'S TOILET 188 SF

SECOND FLOOR MULTI PURPOSE 99 SF

SECOND FLOOR OFFICE 103 SF

SECOND FLOOR PATIENT TOILET 67 SF

SECOND FLOOR PROCEDURE PREP 120 SF

SECOND FLOOR PROCEDURE WAITING 240 SF

SECOND FLOOR SHAFT 101 SF

SECOND FLOOR STAFF 293 SF

SECOND FLOOR TANK STO. 19 SF

SECOND FLOOR WOMEN'S TOILET 183 SF

SECOND FLOOR 5734 SF

GRAND TOTAL 12638 SF

NET AREA TABLE

LEVEL NAME AREA

FIRST FLOOR CORRIDOR 847 SF

FIRST FLOOR ELECTRICAL 225 SF

FIRST FLOOR ELEVATOR 81 SF

FIRST FLOOR ELEVATOR CONTROL 34 SF

FIRST FLOOR EXAM ROOM 123 SF

FIRST FLOOR EXAM ROOM 124 SF

FIRST FLOOR EXAM ROOM 125 SF

FIRST FLOOR EXAM ROOM 124 SF

FIRST FLOOR EXAM ROOM 122 SF

FIRST FLOOR EXAM ROOM 124 SF

FIRST FLOOR EXAM ROOM 124 SF

FIRST FLOOR EXAM ROOM 126 SF

FIRST FLOOR H.A.C. 36 SF

FIRST FLOOR HALL 179 SF

FIRST FLOOR I.T. 100 SF

FIRST FLOOR LASER 170 SF

FIRST FLOOR MECHANICAL 710 SF

FIRST FLOOR MULTI PURPOSE 108 SF

FIRST FLOOR OFFICE 102 SF

FIRST FLOOR OPEN OFFICE 1193 SF

FIRST FLOOR PATIENT TOILET 63 SF

FIRST FLOOR PHOTO 174 SF

FIRST FLOOR PUBLIC TOILET 58 SF

FIRST FLOOR PUBLIC TOILET 59 SF

FIRST FLOOR RECEPTION 210 SF

FIRST FLOOR SHOWER 75 SF

FIRST FLOOR STAFF 63 SF

FIRST FLOOR STAFF 56 SF

FIRST FLOOR STAFF 354 SF

FIRST FLOOR STAIR 2 213 SF

FIRST FLOOR WAITING 801 SF

FIRST FLOOR 6905 SF

GENERAL NOTES

ALL DIMENSIONS ARE TO FACE OF STUD, OR CENTERLINE OF COLUMN U.O.N.

ALL DIMENSIONS INDICATED AS "CLEAR" ARE TO FACE OF FINISH.

WHEN LAYING OUT WALLS, CONTRACTOR SHALL MAKE FIELD MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS ARE MAINTAINED AS INDICATED. PENETRATIONS ARE NOT PERMITTED THROUGH STRUCTURAL MEMBERS.

WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM A TIGHT FIT AROUND DUCT OR PIPING; SEAL ALL GAPS

AND CAULK ALL AROUND TO KEEP INTEGRITY OF WALL RATING AS APPLICABLE.

WHERE DUCTS OR PIPING PENETRATE FULL HEIGHT WALLS, EXTEND FRAMING & GYPSUM BOARD FINISH TO FORM A TIGHT FIT AROUND SUCH PIPING OR DUCTS; SEAL ALL GAPS AND FIRE CAULK ALL AROUND TO KEEP INTEGRITY OF FIRE

RATING AS APPLICABLE.

IN ALL AREAS WITH DEPRESSED SLAB, FILL AS APPLICABLE WITH CONCRETE TOPPING OR MORTAR BED PRIOR TO INSTALLING FLOOR FINISH. CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING. THIS INCLUDES REMOVAL OF BUMPS AND OTHER IMPERFECTION AND FILLING ANY VOIDS OR NON- LEVEL

SURFACES WHERE THEY OCCUR. INSTALL NEW FLOORING FLUSH WITH ADJACENT FLOORING.

TERMINATE FLOORING EDGE BELOW DOOR THRESHOLD OR CENTERED BELOW DOOR AS APPLICABLE U.O.N.

WHEN WALL SEGMENT IS AN EXTENSION OF A WALL OR FURRING, STUDS SHALL MATCH AND BOTH FINISHES SHALL

ALIGN. CONTRACTOR SHALL FIELD COORDINATE CORRECT PLACEMENT OF STUDS.

ALL METAL STUD WALLS SHALL BE 6" U.O.N. ALL WALL FURRING SHALL BE 2-1/2" METAL STUDS. MIN. U.O.N.

CONTRACTOR IS TO PROVIDE ALL ITEMS SHOWN ON THE PLANS UNLESS INDICATED AS (V C) OR (V V).

ALL SOUND RATED PARTITIONS SHALL HAVE A MIN. STC RATING OF 40 U.O.N. SOME FIRE RATED PARTITIONS ARE ALSO

SOUND RATED WHERE INDICATED.

AT FIRE RATED ROOMS, EXTEND COLUMN FURRING TO UNDERSIDE OF FLOOR/ROOF DECK OR BEAMS AS APPLICABLE.

FOR TYP. EXTERIOR WALL DIMENSIONING RELATIVE TO GRID LINES SEE DETAIL 2/AE101.

PROVIDE REQUIRED BLOCKING AND BACKING FOR ALL WALL MOUNTED ITEMS, FIXTURES, ACCESSORIES, CASEWORK

AND EQUIPMENT.

ALL EXTERIOR WALLS SHALL HAVE A VAPOR BARRIER ON THE INSIDE FACE OF STUD U.O.N.

BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS AND / OR UTILITIES ABOVE CEILING, COORDINATE CEILING

SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS.

WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE SUSPENSION SYSTEM IN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AT NO EXTRA COST TO THE

GOVERNMENT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

ARCHITECTURAL ABBREVIATIONS

AND

ANGLE

AT

PARALLEL

PLATE

DIAMETER OR ROUND CHANNEL

CHANNEL

POUND OR NUMBER

ANCHOR BOLT

ASPHALT CONCRETE

AREA DRAIN

ADDENDUM

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

ANODIZED

APPROXIMATE

ARCHITECT (URAL)

ASBESTOS

ACOUSTIC TILE CEILING

AUTOMATIC

AVERAGE

AIR RESISTANT BARRIER

BARIATRIC

BOARD

BELOW

BETWEEN

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BEAM

BOTTOM

BOTH SIDES

BASEMENT

BOTH WAYS

CEMENT PLASTER

CABINET

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CAST IN PLACE

CONTROL JOINT

CLOSET

CEILING

CAULK(ING)

CLEAR (ANCE)

CONCRETE MASONRY WALL

CONTRACTING OFFICER

COLUMN

COMPOSITE

CONCRETE

CONNECT (ION)

CONSTRUCTION

CONTINUOUS/CONTINUED

CONTRACTING OFFICER'S

REPRESENTATIVE

CORRIDOR

CONTRACTING OFFICER'S

TECHNICAL

REPRESENTATIVE

CERAMIC TILE

COLD WATER

CORNER GUARD

DOUBLE

DEMOLISH/DEMOLITION

DETAIL

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DEAD LOAD

DOWN

DITTO

DOOR

DOWNSPOUT

DRAWING

EXISTING

EACH

ELEVATION

ELECTRIC (AL)

ELEVATOR

ENGINEER

ETHYLENE PROPYLENE

DIENE MONOMER

EQUAL

ESTIMATE

ETCETERA

EXPANSION

EXTERIOR

EXTERIOR INSULATION FINISH

SYSTEM

EXPANDED POLYSTYRENE

COMPOSITE

CUT TO FIT

ABBREVIATIONS DESCRIPTION

L ll

PL

ø

AB

AC

AD

ADD

AFF

AGG

ALUM

ALT

ANOD

APPROX

ARCH

ASB

ATC

AUTO

AVG

ARB

BARI

BD

BEL

BET

BITUM

BLDG

BLK

BLKG

BM

BOT

BS

BSMT

BW

CPL

CAB

CC

CIP

CJ

CLO

CLG

CLK(G)

CLR

CMU

CO

COL

COMP

CONC

CONN

CONST

CONT

COR

CORR

COTR

CT

CW

C.G.

DBL

DEMO

DET

DIA

DIAG

DIM

DIV

DL

DN

DO

DR

DS

DWG

(E)

EA

EL

ELEC

ELEV

ENGR

EPDM

EQ

EST

ETC

EXP

EXT

EIFS

EPS

COMP

CTF

ABBREVIATIONS DESCRIPTION ABBREVIATIONS DESCRIPTION

FLUSH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FULL HEIGHT PARTITION

FINISH (ED)

FIXTURE

FLASHING (ED)

FLEXIBLE

FLUORESCENT

FLOOR (ING)

FOUNDATION

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FACE OF WALL

FIRE PROTECTION

FIBERGLASS REINFORCED

PANEL

FOOT/FEET

FIRE TREATED

FOOTING

FIRE TREATED WOOD

FURRING/FURRED

GAGE, GAUGE

GALVANIZED

GENERAL CONTRACT (OR)

GALVANIZED IRON

GRID LINE

GLAZING (ED)

GROUND

GALVANIZED SHEET METAL

GYPSUM WALL BOARD

GYPSUM

GLASS MAT FACE (D)

HOSE BIBB

HOLLOW CORE

HEAVY DUTY

HANDICAP

HEADER

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HOT WATER

HEATING, VENTILATION AND

AIR CONDITIONING

INSIDE DIAMETER

INSULATED GLAZING UNIT

INCLUDE (D) (ING)

INSULATE (D) (ION)

INTERIOR

INVERT

JUNCTION BOX

JOIST

JOINT

LAMINATE

LAVATORY

LAMINAR AIRFLOW WORK BENCH

POUNDS

LIVE LOAD

LIGHT

MASONRY

MAXIMUM

MACHINE BOLT

MEDICINE CABINET

MECHANIC (AL)

MEDIUM

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MICROLAM

METAL

MULLION

METAL PAN FLASHING

NEW

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NATIONAL FIRE PROTECTION

ASSOCIATION

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVER

OVERALL

OR APPROVED EQUAL

OBSCURE

ON CENTER (S)

OUTSIDE DIAMETER

OPPOSITE HAND

OPPOSITE

OPENING

OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

F

FD

FEC

FF

FHP

FIN

FIX

FLASH

FLEX

FLUOR

FLR

FNDN

FOC

FOF

FOM

FOS

FOW

FP

FRP

FT

F.T.

FTG

FTP

FURR

GA

GALV

GC

GI

GL

GLZ

GRND

GSM

GWB

GYP

GMF

HB

HC

HD

HDCP

HDR

HDW

HDWD

H.M.

HORIZ

HR

HT

HW

HVAC

ID

IGU

INCL

INSUL

INT

INV

JB

JST

JT

LAM

LAV

LAFW

LBS

LL

LT

MAS

MAX

MB

MC

MECH

MED

MEMBR

MFR

MIN

MISC

M-LAM

MTL

MUL

MPF

(N) N

NA

NIC

NFPA

NO.

NOM.

NRC

NTS

O/

OA

OAE

OBS

OC

OD

OH

OPP

OPNG

OSHA

PANORAMIC

PARALLEL

POLYCHLORINATE BIPHENYL

POUNDS PER CUBIC FOOT

PEDESTAL

PERFORATE (D)

PERPENDICULAR

PLATE

PLASTIC LAMINATE

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE INCH

PORCELAIN TILE

PRESSURE TREATED

POLYVINYL CHLORIDE

PANEL (S)

PLYWOOD

RADIUS

RESILIENT CHANNEL

ROOF DRAIN

REDWOOD

REINFORCE (D) (ING)

RECEIVING

REFRIGERATOR

REMOVE (D)

REQUIRED

RETAINED

REVISION (S)/REVISED

ROOM

ROUGH OPENING

RAINWATER LEADER

SOLID SURFACE

SOUND ATTENUATION BLANKET

SOLID CORE

SEE CIVIL DRAWINGS

SCHEDULE

SMOKE DETECTOR

STORM DRAIN

SECTION

SUSTAINABLE ENERGY

DEVELOPMENTS

SELECT

SHEATHING

SIMILAR

SKYLIGHT

SEE MECHANICAL DRAWINGS

SPRAY ON FIRE PROOFING

SPECIFICATION (S)

SEE PLUMBING DRAWINGS

SEALANT AND BACK-UP ROD

SUPPLY/PROCESSING SERVICES

SQUARE

STAINLESS STEEL

SEE STRUCTURAL DRAWINGS

STREET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRY (ICAL)

TREAD

TOP & BOTTOM

TELEPHONE

TEMPERED

TOP OF

TOP OF CONCRETE

TOP OF DECK

TOP OF GRADE

TOP OF PARAPET

TOP PLATE

TONGUE AND GROOVE

THICK (NESS)

THERMOPLASTIC POLYOLEFIN

TOP OF WALL

TELEVISION

TYPICAL

UNDERWRITERS LABORATORY

UNLESS OTHERWISE NOTED

VAPOR RETARDER

VETERAN'S ADMINISTRATION

VETERANS AFFAIRS

VAPOR BARRIER

VA FURNISHED, CONTRACTOR

INSTALLED

VA FURNISHED, VA INSTALLED

VENTILATE (ION)

VERIFY IN FIELD

VERTICAL

VINYL COATED FABRIC WALL

COVERING

VINYL WALL PROTECTION

WATER CLOSET

WOOD

WINDOW

WITH

WATER HEATER

WROUGHT IRON

WINDOW

WITHOUT

WATERPROOF (ED) (ING)

WATER RESISTANT

WATER RESISTANT BARRIER

WEIGHT

PANO

PAR

PCB

PCF

PED

PERF

PERP

PL

P-LAM

PLF

PSI

PT

P.T.

PVC

PNL

PLWD

RAD

RC

RD

RDWD

RE

REC

REF

REM

REQ'D

RET

REV

RM

RO

RWL

S

SAB

SC

SCD

SCHED

SD

SD

SECT

SED

SEL

SHTG

SIM

SKL

SMD

SOFP

SPEC

SPD

S&BR

SPS

SQ

SS

SSD

ST

STL

STOR

STRUCT

SUSP

SYM

T T&B

TELE

TEMP

TO

TOC

TOD

TOG

TOP

TP

T&G

THK

TPO

TW

TV

TYP

UL

UON

VR

VA

VB

VC

V V

VENT

VIF

VERT

VCFW

VWP

WC

WD

WDW

W/

WH

WI

WIN

W/O

WP

WR

WRB

WT

ARCHITECTURAL SYMBOLS

CENTER LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

PROJECT AREA

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

MATCHLINE

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DETAIL INDICATOR

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

DIMENSION LINE

DOOR NUMBER

WINDO…