36C25819B0025-003.pdf

ISOMETRIC VIEW (N.T.S.)

TWO PIECE UMBRELLA

SOLDERED

FIELD FABRICATED BASE

FLASHING, PER ROOFING

MANUFACTURER SPEC.,

ADHERE TO STL POST AND

SEAL AT EDGES

STL. POST

SOLDER

M

IN

2"SOLDER

/4

6" M

IN

TWO PIECE

UMBRELLA

GL

T/ SCREEN 41' - 2"

70" PANEL SCREEN

HSS COLUMN BEYOND

WHERE OCCURS, SEE

STRUCTURAL

STRUCTURAL COLUMN CAP

HSS STRUCTURAL MEMBER,

SEE STRUCTURAL

HSS STRUCTURAL MEMBER,

SEE STRUCTURAL

HSS COLUMN BEYOND

WHERE OCCURS, SEE

STRUCTURAL

HSS STRUCTURAL MEMBER,

SEE STRUCTURAL

35" PANEL SCREEN

COLUMN BRACKET

COLUMN CORNER BRACKET,

WHERE OCCURS

COLUMN CORNER BRACKET,

WHERE OCCURS

COLUMN BRACKET

COLUMN BRACKET

COLUMN CORNER BRACKET,

WHERE OCCURS

(E) CONCRETE

METAL DECK

(N) CONCRETE

METAL DECK PER

STRUCTURAL

(N) STIFFINER

PER STRUCTURAL

(E) BEAM - SEE

STRUCTURAL DWGS

(N) PLATE PER

STRUCTURAL

30' - 0"

HSS STRUCTURAL MEMBER,

SEE STRUCTURAL

ALL SIDES U.N.O.

1' - 0" TYP.

SBS MODIFIED BITUMINOUS

MEMBRANE ROOFING,

SINGLE-PLY ROOFING

MEMBRANE OVER

1/2" COVER BOARD

(N) RIGID INSULATION

BOARD

SS DRAWBAND

TWO PIECE UMBRELLA -18

GA GALV SHT METAL

(N) BASE FLASHING

(N) TAPERED RIGID

INSULATION FILL

SEALANT - REQUIRED

/2

T.O.S. ROOF

30' - 0"

D C A

T/ LOW PARAPET

32' - 6"

D.3 C.6 B

35" PANEL MECHANICAL SCREEN

70" PANEL MECHANICAL SCREEN

A301

TOP ROOF SCREEN

41'-3"

18' - 5 1/2" 7' - 10" 31' - 10"

58' - 1 1/2"

A.8

1C

AE115

1B

AE115

T.O.S. ROOF

30' - 0"

DCA

T/ LOW PARAPET

32' - 6"

C.6B

35" PANEL SCREEN

70" PANEL SCREEN

TOP ROOF SCREEN

41'-3"

58' - 1 1/2"

A.8

A301

T.O.S. ROOF

30' - 0"

4 5 6

T/ LOW PARAPET

32' - 6"

35" PANEL SCREEN

70" PANEL SCREEN

TOP ROOF SCREEN

41'-3"

75' - 10"

PRESSURE TREATED BLOCKING

SLOTTED SLIP CLIP

14 GA 8"X8" BENT MTL

PLATE ATTACHED TO

BLOCKING

EDGE OF SLAB FIRESTOPING

JOINT SYSTEM

2' - 3" V.I.F.

1' - 1 1/2" V.I.F.

V.I.F.

3"

(E) SURFACE MOUNTED

REGLET - PRESERVE

SEALANT - REPLACE AS

NEEDED

(E) CONCRETE

METAL DECK

(N) CONCRETE

METAL DECK PER

STRUCTURAL

(N) STIFFINER

PER STRUCTURAL

(E) BEAM - SEE

STRUCTURAL DWGS

(N) PLATE PER

STRUCTURAL

SBS MODIFIED BITUMINOUS

MEMBRANE ROOFING,

SINGLE-PLY ROOFING

MEMBRANE OVER

1/2" COVER BOARD

(N) RIGID INSULATION

BOARD

(N) SS

DRAWBAND

(N) TWO PIECE UMBRELLA

-18 GA GALV SHT METAL

(N) BASE FLASHING

(N) TAPERED RIGID

INSULATION FILL

(N) SEALANT - REQUIRED

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:4

A

M

As indicated

A301

EXTERIOR DETAILS

1 1/2" = 1'-0"4 FLASHING AT STEEL POST, TYP.

1 1/2" = 1'-0"1 MECHANICAL EQMT ROOF SCREEN

1/4" = 1'-0"13 MECHANICAL EQUIPMENT SCREEN EAST ELEVATION

1/4" = 1'-0"14 MECHANICAL EQUIPMENT SCREEN NORTH ELEVATION (SOUTH SIM.)

1/4" = 1'-0"15 MECHANICAL EQUIPMENT SCREEN WEST ELEVATION

1 1/2" = 1'-0"5 ROOF SCREEN @ PARAPET

Revisions: Date:

SEE FIN SCHED FOR APPLIED FIN SUCH AS CT, VINYL FABRIC, PANELING, ETC.

STANDARD STUD SIZE SHALL BE 3 5/8" 20 GA SSMA DES 362 S 137-33 UNO. NON-STANDARD STUD

SIZES ARE INDICATED AS FOLLOWS: FOR LEAD LINED PTN'S STANDARD STUD SIZE

SHALL BE 6" 20 GA SSMA 600 S 137-33.

STANDARD CMU SHALL BE 8" (NOM) THK UNO. NON-STANDARD CMU THK ARE INDICATED AS

FOLLOWS:

WHERE MFR'S HGT LIMITATIONS ARE EXCEEDED DUE TO FIELD CONDITIONS, USE HEAVIER

GAUGE STUDS IN ACCORDANCE W/ MFR'S RECOMMENDATIONS.

SEE FLOOR PLANS FOR WALL PARTITION LEGEND.

6"

2 G3LA

2 M3

1.

2.

3.

4.

5.

6"

PTN CHANGES

TYPE

M1

INDICATES PTN TYPE

6"

2 G3LA

FIRE RATING

• NUMBER OF HOURS

• IF NO NUMBER PTN

IS NON-RATED

• S - SMOKE PTN

STUD SIZE/THICKNESS

IF DIFFERENT FROM

STANDARD 3 5/8" STUD

OR 8" CMU

MATERIAL

G - GWB STUD PTN

F - FURRING W/GWB

M - CMU

S - SHAFT WALL

LEAD THICKNESS

THE NUMBER OF

1/16" OF LEAD

HEIGHT OF PTN

1 - UP TO CLG

2 - TO 6" ABV CLG

3 - TO STRUCTURE ABV

4 - LOW HT PTN

5 - UNDERSIDE OF

CEILING JOIST

SPECIAL ATTRIBUTE

A - ACOUSTICAL

L - LEAD LINED

B - GWB BOTH SIDES

@ SHAFT WALL

R - RESILIENT FURRING

NON-RATED PTN FIRE RATED OR ACOUS PTN

FURR @ PTN'S

PTN INTERSECTION

COL ENCL

FURR @ PTN'S

PTN INTERSECTION

COL ENCL

NON-RATED

PTN

FURR

PTN

NON-RATED

PTN'S

FURR

PTN

SPRAY

FPRF FURR

PTN

SPRAY

FPRF

FIRE SL

NON-RATED

PTN

RATED PTN (SEE PTN

SCHED FOR

CONFIGURATION)

IF DIM ALLOWS

RUN FIRE RATED

PTN PAST COL

ALTERNATE-BUTT

FIRE RATED GWB

INTO COL FPRF

ACOUS INS

WHERE SCHED

ACOUS INS

WHERE SCHED

FURR

PTN

RATED PTN (SEE

PTN SCHED FOR

CONFIGURATION)

NON-RATED PTN

DETAIL 'X'

1/2" BTWN STUDS

1/4" GWB CJ

DBL STUD

CRIPPLE STUD

DR FR BELOW

3" = 1'-0"

DOOR ELEVATION

NTS

'X'

LINE OF CLG

CRIPPLE STUDS

1/4" GWB CJ

DBL STUDS

HM DR FR

NOTES:

1. FOR ALL FURRING

TYPES TERMINATE

GWB 6" ABV FIN CLG UNO

FOR ALL FURRING TYPES

GWB TO EXTEND

TO STRUCTURE ABV

2. FOR EXT WALLS

ISOLATE MET FURR FROM

CONC OR MAS W/15 LB

BLDG PAPER

3. FOR STUD NOT FIXED

DIRECTLY BACK TO ADJ

MAS/CONC WALL BRACE

BACK TO WALL @ 4'-0" OC

OR EXTEND STUD TO

STRUCTURE ABV

4. FOR FURRING TYPE

TERMINATE GYB

AT UNDERSIDE OF CEILING

JOIST

SECTION

SECTION

PLAN

PLAN

SECTION

F2R

F3R

1.5" F3A

1.5" F2A

D F3

D F2

F3

F3A

F2

F2A

7/8" F3

7/8" F2

ADJACENT WALL TYPE

5/8" GWB ON HORIZ RES

FURR CHANNELS @ 2'-0" OC.

FURR & GWB TO UNDERSIDE

OF STRUCTURE, WHERE

REQUIRED

F2

F3

5/8" GWB ON Z-FURR CHANNELS

@ 2'-0" OC. W/ J-FURR RUNNERS

TOP & BOT

RIGID INS & GWB TO

UNDERSIDE OF STRUCTURE

5/8" GWB ADHERED DIRECTLY

TO WALL

MET STUD BRACE @

4'-0" OC VERT

5/8" GWB ON 3 5/8" MET

STUDS @ 1'-4" OC

SAFB @ F2A , F3A &

ONLY

5/8" GWB ON HORIZ 7/8" MET

FURR CHANNELS @ 2'-0" OC

VERT W/ MET FURR RUNNERS

TOP & BOT

F5

F5A F5A

SEE STRUCTURAL

SHEETS FOR

FASTENER FOR

DETAILS

J STOP BEAD EA SIDE

PERIM RELIEF @ WALLS

(PLAN VIEW)

CONTROL JT

(PLAN VIEW)

MET STUD

MET STUD EA SIDE OF CJ

COMPRESSIBLE FILLER

@ ACOUS PTN

CJ TRIM EA SIDE

SEAL BOTH SIDES W/ ACOUS

SL @ ACOUS & SMOKE PTN'S

/4

WALL

M A

X /2

G

A P

STRUCTURE ABV

20 GA RUNNER W/3" LEGS

HEAD DETAIL

PLAN DETAIL

POWDER ACTUATED FASTENERS

8" OC STAGGERED 1" EMBED

4 7/8"

ACOUS SL @ ACOUS PTN'S

& SMOKE PTN'S EA SIDE

J STOP BEAD EA SIDE

DETAIL @ FL

SEAL AROUND PENETRATING

DEVICES W/ACOUS SL @

ACOUS & SMOKE PTN'S AND

FDA COMPLIANT SEAL AT BSL

SUITE, TYP.

5/8" GB EA SIDE

3.5" BATT INSULATION

@ G3A

3 5/8" 20 GA SSMA 362 S

137-33 STUDS @ 16" OC,

OTHER STUDS INDICATED ON

PLANS G3

6"

SCHED BASE

MET RUNNER

ACOUS SL @ ACOUS PTNS & SMOKE

PTN'S EA SIDE AND FDA COMPLIANT

SEAL AT BSL SUITE, TYP.

/4

1" CLEAR BETWEEN TOP OF

STUDS & RUNNER

1 1/2" X 2" 19 GA CLIP

1 1/2" COLD ROLLED CHANNEL

BRIDGING

ATTACH CLIPS TO STUD &

BRIDGING W/FRAMING SCREWS

G3

G3A STC 49 SA-870717

STC 40 USG 860808

FL

SEE STRUCTURAL FOR

FASTENER DETAILS.

CEILING AS SCHEDULED

20 GA MET RUNNER

HEAD DETAIL

PLAN DETAIL

5 1/4"

3 5/8" 20G STUD BRCG DIAG

FROM PTN TO UNDERSIDE OF

STRUCTURE ABV @ 4'-0" OC

2"X2" 16GA CLIP ANGLE FIX TO

DIAG BRACE & HEAD RUNNER

W/ 4 #8-18 SM SCREWS

TERMINATE GWB 6" ABV FIN

CLG

DETAIL @ FL

SEAL AROUND PENETRATING

DEVICES W/ACOUS SL @

ACOUS & SMOKE PTN'S AND

FDA COMPLIANT SEAL AT BSL

SUITE, TYP.

5/8" GB EA SIDE

3.5" BATT INSULATION @

4" 20 GA SSMA 362 S 137-33

STUDS @ 16" OC, OTHER

STUDS INDICATED ON PLANS

G2A 6"

SCHED BASE

MET RUNNER

ACOUS SL @ ACOUS PTNS &

SMOKE PTN'S EA SIDE, FDA

COMPLIANT SEAL AT BSL SUITE,

TYP.

/4

SEE STRUCTURAL FOR

FASTENER DETAILS.

/2

C

L R

G2A

5/8" GWB

MET STUD

SCHED PTN

ALUMINUM CLOSURE

PIECE TO MATCH

WINDOW FRAME

SILICONE COATED

FOAM FILLER

ALTERNATE END

OF PTN DETAIL

C PTNL

L CASING BEAD

DOUBLE STUD @

END OF WALL

FACE OF WIN

STC 53

UNDERSIDE OF STRUCTURE

RUNNER W/3" LEGS

SCHED CLG

MET STUD BRCG @ 4'-0" OC TO

UNDERSIDE OF STRUCTURE -

MIN 2 UP TO 12'-0" HGT

CONT 4"X20 GA ATTACHMENT

PL OR 3/4" FRT PLWD PNL

LOCATED TO RECEIVE TOILET

PTN'S & SCREENS EA SIDE

PTN TYPE F3A EA SIDE

MET RUNNER

FLOOR

ACOUS SL EA SIDE

FIRE SAFING @ FLUTED DECK

1" CLEAR BETWEEN TOP OF

STUDS & RUNNER

ACOUS SL EA SIDE

SEE PLAN FOR DIM

GWB TYPE & # OF LAYERS

AS REQD BY PTN TYPE

M A

X

SAFB WHERE SCHED

3/4" CLEAR BETWEEN TOP

OF STUDS & RUNNER

16 GA Z CLIPS @ 24" OC MAX

SIZE TO CLR FPRF THK (PTN

MUST WITHSTAND A MIN OF

5 PSF LATERAL LOAD)

SPRAY SL MIN 1/8" THK @

RATED CONDITION ONLY

MIN WOOL BATTS 4 PCF

20 GA RUNNER W/3" LEGS

RATED PTN:

SHOWN UL HW D 0465

1 HR & 2 HR RATED

NON-RATED PTN:

SL @ SIDE OR SIDES

W/O CLG

ACOUS & SMOKE PTN'S:

SL EA SIDE W/ACOUS SL

GWB TYPE & # OF LAYERS

AS REQD BY PTN TYPE

M A

X

SAFB WHERE SCHED

3/4" CLEAR BETWEEN TOP

OF STUDS & RUNNER

16 GA Z CLIPS @ 24" OC MAX

SIZE TO CLR FPRF THK (PTN

MUST WITHSTAND A MIN OF

5 PSF LATERAL LOAD)

SPRAY SL MIN 1/8" THK @

RATED CONDITION ONLY

MIN WOOL BATTS 4 PCF

20 GA RUNNER W/3" LEGS

SPRAY SL MIN 1/8" THK @

RATED CONDITION ONLY

MW BATTS

PTN TYPE AS SCHED

RATED PTN:

SHOWN UL HW S 0069

1 HR & 2 HR RATED

NON-RATED PTN:

SL @ SIDE OR SIDES

W/O CLG

ACOUS & SMOKE PTN'S:

SL EA SIDE W/ACOUS SL

2" MIN

1" MIN

M A

X

/2

M

IN

EXPAND MET LATH SCREW

FIXED TO Z FURRING

STL Z FURRING SHANNELS

16 GA @ 24" OC MAX WELDED

TO STL BEAM

SPRAY FRPF TO COVER MET

LATH & Z FURRING W/SAME

THK AS FRPF TO STL BEAM

UL APPROVED FIRE STOP

ASSEMBLY HW D 0049 PARALLEL

AND HW D 0042 PERPENDICULAR

HEAD DETAIL

4 7/8"

DETAIL @ FLR

SEAL AROUND PENETRATING

DEVICES WITH ACOUSTICAL SL

3" SAFB @ 1 G3A

3 5/8" SSMA 362 S 137-33

STUDS @ 16" OC, OTHER

STUDS INDICATED ON PLANS

1 G3 6"

SCHED BASE

MET RUNNER

FIRE SL EA SIDE AND FDA

COMPLIANT SEALANT AT

BSL SUITE, TYP.

/4

STRUCTURE ABV (MET DECK)

FLR

SPRAY SL

MW BATT

RUNNER - MIN SSMA 362T 250-43

FOR STUDS FROM 12' TO 22' L

POWDER ACTUATED FASTENERS

8" OC STAGGERED 1" EMBED

1" CLEAR BETWEEN TOP OF

STUDS & RUNNER

1 1/2" X 2" 20 GA CLIP

1 1/2" COLD ROLLED CHANNEL

BRIDGING

ATTACH CLIPS TO STUD &

BRIDGING W/FRAMING SCREWS

5/8" TYPE X GWB EA SIDE

1 HR - UL DES U465

BOT OF RUNNER

C SCREWL

/4

1 HR - UL BW-S-0013

M A

X

M A

X

SEE STRUCTURAL FOR

FASTENER INFORMATION

CL

UNDERSIDE OF MET DECK

OR STRUCTURE

STL BM (SEE STR)

GWB FIRE RESISTANT BM

ENCLOSURE UL SYS N501

UL APPROVED FIRE

STOP SYS HW D 0049

RATED PTN

CL

UNDERSIDE OF MET DECK

OR STRUCTURE

UL APPROVED FIRE

STOP SYS HW D 0218

SPRAY FPRF

STL BM (SEE STR)

MET STUDS TO FRAME

AROUND BM

EDGE OF GWB

FIRE SL

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:5

A

M

As indicated

A302

PARTITION TYPES

SCALE: 3" = 1'-0"

PARTITION KEY

SCALE: 3/4" = 1'-0"

PARTITION CONTINUITY PLAN DIAGRAMS

SCALE: 3" = 1'-0"

TYP DETAIL OF GWB CJ @ DOOR FRAME

SCALE: 3" = 1'-0"

FURRING PARTITION TYPES F

SCALE: 3" = 1'-0"

TYP GWB PARTITION DETAILS - NON-RATED

SCALE: 3" = 1'-0"

PARTITION TYPE G3 - FULL HEIGHT

SCALE: 3" = 1'-0"

PARTITION TYPE G2 - NON-RATED INCOMBUSTIBLE

SCALE: 3" = 1'-0"

PARTITION CLOSURE - @ CURTAIN WALL

SCALE: 1 1/2" = 1'-0"

PIPE CHASE W/ ACOUSTICAL WALLS

SCALE: 3" = 1'-0"

GWB PARTITION ON CENTER LINE OR MINIMAL OFFSET OF STEEL FRAME

SCALE: 3" = 1'-0"

GWB PARTITION OFFSET OF CENTER LINE OF FPRF STEEL FRAME

SCALE: 3" = 1'-0"

1 hour FR partition

SCALE: 1 1/2" = 1'-0"

10A

RATED PTN ON CL OF UNPROTECTED BEAM - 1HR FIRE RATED

SCALE: 1 1/2" = 1'-0"

10B

RATED PTN PERP TO SPRAY FPRF STL BEAM

ASI #1 TBD

PARTITION AS

SCHEDULED

3/8" ALLOWANCE FOR

Z-CLIP AND CLEATS

1/2" BALTIC BIRCH

PLYWOOD BACKER

DECORATIVE PANEL

2 1/2" METAL STUDS

CORNER GUARD AS

SCHEDULED

5"

/8

/8

PARTITION AS

SCHEDULED

3/8" ALLOWANCE FOR

Z-CLIP AND CLEATS

1/2" BALTIC BIRCH

PLYWOOD BACKER

DECORATIVE PANEL

2 1/2" METAL STUDS

CORNER GUARD AS

SCHEDULED

5"

CORNER GUARD AS

SCHEDULED

THINSET CERAMIC

TILES, AS SCHEDULED

/8

/8

/8

DECORATIVE PANEL

.125 STAINLESS STEEL

STRIP TO COVER EDGE

OF PANEL WALL

DECORATIVE PANEL PRESSES ONTO A SOLID CORE

DOOR WITH CONSTRUCTION MASTIC. PER

MANUFACTURERS RECOMMENDATION

PARTITION AS

SCHEDULED

3/8" ALLOWANCE FOR

Z-CLIP AND CLEATS

1/2" BALTIC BIRCH

PLYWOOD BACKER

DECORATIVE PANEL

.125 STAINLESS STEEL

ANGLE TO COVER EDGE

OF PANEL WALL

SOLID CORE DOOR

PARTITION AS SCHEDULED

BACKING PLATE @ Z-CLIPS

1/2" BALTIC BIRCH

PLYWOOD BACKER

DECORATIVE PANEL

2 1/2" METAL STUDS

3/8" ALLOWANCE FOR Z-CLIP. Z-CLIP

TO RUN FULL LENGTH OF PANEL

WIDTH. MINIMUM (3) OF Z-CLIPS PER

PANEL. EXTREME TOP, BOTTOM AND

CENTER.

INSTALLER TO GLUE CLEATS

TO THE BACK OF THE PANEL

FINISH FLOOR

6" WALL BASE

2 3/8" 1/8"

PARTITION AS SCHEDULED

BACKING PLATE @ Z-CLIPS

DECORATIVE PANEL SYSTEM

2 1/2" METAL STUDS

Z-CLIP AND CLEATS

HANGER

WIRE

SCHEDULED

SUSPENDED

ACOUSTICAL

CEILING

METAL KICKER TO

STRUCTURE ABOVE @ 48"

O.C. WITH (3) - #10 SMS

EA FOR IN PLACE BRACING

1' - 0"

4" METAL STUDS

9'-0" AFF

8'-6" AFF

10'-0" AFF

EQ EQ

LIGHTING FIXTURE

SEE ELEC. DWGS

8" MAX.

2 3/8" 1/8"

REFER TO PLAN FOR

PARTITION TYPE

ACCESSIBLE

HARDWARE & LATCH

FIRE EXTINGUISHER

CABINET FIRE

EXTINGUISHER

BLOCKING, AS NEEDED

SECTION A

PLAN A

REFER TO PLAN FOR PARTITION TYPE

MTL CORNER BEAD, TYP

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

10" RO

VERIFY

/2

F I R E

E X T I N G U I S H E R

A F

F

T O

H

IG

H E

S T

H A

N D

L E

(E X

T

IN

G U

IS

H

E R

O R

C A

B

IN

E T

H A

N D

L E

ELEVTION A

11 1/2"

/8

1' - 0" 1' - 0"

C

(E) STEEL COLUMN

AND FIRE PROOFING

DECORATIVE WALL

SYSTEM

PARTITION AS

SCHEDULED

/4

/8

/8

1' - 0" 1' - 0"

B

(E) STEEL COLUMN

AND FIRE PTOOFING

NON RATED COLUMN

FURRING

/4

/4

A .F

.F

WALL AS SCHEDULED

3"

1 1/2" 1 1/2"

1 1/4" DIAMETER SS GRAB BAR

ATTACH TO BACKING W/

(3) #10 12 X 2 1/2" STAINLESS

STEEL SELF TAPPING SCREWS

PLATE- 3 1/4" DIA.

SPACER SLEEVE

3 (#10 SMS) 2 AT TOP

AND ONE AT BOTTOM

COVER PLATE

PROVIDE CONT 16 GA STUD

TRACK BACKING PER DETAIL 4/AE303

3 (310 SMS) 2 AT TOP

AND ONE AT BOTTOM

1" 1"

M A

X

/2

3"

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:4

A

M

As indicated

A303

FRAMING DETAILS

3" = 1'-0"4 END WALL @ WOOD ACCENT WALL

3" = 1'-0"7 END WALL @ WOOD ACCENT WALL

3" = 1'-0"5 DOOR JAMB @ WOOD ACCENT WALL

3" = 1'-0"1 BASE @ WOOD ACCENT WALL

3" = 1'-0"2 HEAD @ WOOD ACCENT WALL

1 1/2" = 1'-0"15 FIRE EXTINGUISHER CABINET DETAIL

1 1/2" = 1'-0"9 COLUMN @ WOOD ACCENT WALL

1 1/2" = 1'-0"6 COLUMN @ WAITING RM

3" = 1'-0"12 GRAB BAR ANCHORAGE

CAULK AT WALL

VERTICAL

SUPPORT OR

CABINET

(BEYOND)

F

IN

IS

H

W A

L L

FINISH FLOOR

2' - 1"

(O R

A S

I N

D

IC

A T

E D

O N

P L A

N

COUNTER: SOLID SURFACE

3/4" X 3 1/2" HDWD BACK CLEAT

(PROVIDE END CLEAT @

ADJOINING WALL). MOUNT

COUNTER TO BLKG

3/4" X 2 1/4" HDWD CLEAT @ EA

SUPPORT BRKT - PTD TO MATCH

WALL SURF

FULL PNL SUPPORT @ OPEN

END OF COUNTER. PLAM FIN

ON 3/4" PBD

ENDSPLASH @ ADJOINING WALL

ELEC / DATA DEVICE

BACKSPLASH: AS SPECIFIED

WALL BASE AS SPECIFIED

BACKING PLATE, TYP SEE

DETAIL 4/AE304 FOR

ADDITIONAL ANCHORAGE AND

BACKING REQUIREMENTS TYP.

CASEWORK W/ LAMINATED

FINISH OR SOLID SURFACE (@ WET)

COUNTERS PER SPECS

CONTINUOUS FRENCH CLEAT

BACK: 1/2" BIRCH

PLYWOOD

BACKING PLATE PER DETAIL 4/AE304

PARTITION TYPE

REFER TO FLOOR

PLAN FOR

BLOCKING

CONTINUOUS FRENCH CLEAT

CONT. 2x4 PRESSURE-

TREATED BLOCKING

16 GA TRACK

1/4" THK CASEWORK BACK SET

INTO 3/8" CONT. DADO GROOVE IN

CASEWORK SIDES, T&B

14 GA 3X3X CONT. BENT PL.

WITH (1) HILTI X-U POWDER

DRIVEN FASTENERS @ 8"

O.C. WITH 1 1/4" EMBED

ESR #2269

BACKING PLATE PER DETAIL 4/AE304

1/4" DIA. LAG SCREW

WITH 1" MIN EMBED @

12" O.C. TYP.

PARTITION TYPE

PLAN FOR

REFER TO FLOOR

RES BASE ON CONT SUB-BASE

CASEWORK FRONT

CASEWORK BOTTOM

CONT. 2x4 PRESSURE

TREATED WD BLOCKING

1/4" DIA. LAG SCREW WITH

1" MIN EMBED @ 12" O.C. TYP.

3"

14 GA 3X3X CONT. BENT PL. WITH (1) HILTI

X-U POWDER DRIVEN FASTENERS @ 8"

O.C. WITH 1 1/4" EMBED ESR #2269

/2

2' - 0"

FAUCET, SINK AND

ACCESSORIES PER

SPECIFICATIONS

ENDSPLASH AT ANY

ADJOINING WALLS, TYP.

1/8" QUIRK

PROFILE OF MIN

CLEARANCE REQD

FOR ACCESSIBILITY

PLAM SELF

EDGING @

ALL FOUR

EDGES OF

DWR'S & DR'S

3"

6" BASE (SEE

FINISH PLANS)

DR'S & FALSE DWR

FRONTS: PLAM ON

3/4" BIRCH PLYWD

8" MIN

MIN

3"

SSUR COUNTERTOP AND

INTRAGRAL 4"

BACKSPLASH

BACKSPLASH: AS

SPECIFIED

BACK: 1/2" BIRCH PLYWD

INS DRAIN AND HOT

WATER SUPPLY PIPING

SIDES OF BASE CAB:

3/4" BIRCH PLYWOOD

BACKING PLATE, TYP

SEE DETAIL 4/AE304 FOR

ADDITIONAL

ANCHORAGE AND

BACKING

REQUIREMENTS TYP.

C L R

A F

F /8

NOTE:

UNO, INT FIN ON ALL

EXPOSED SURF -

MELAMINE

CONTINUOUS

FRENCH CLEAT

NOTE:

AT CABS WITHOUT DOORS,

FIN INT OF CAB & SHELVES

W/ PLAM TO MATCH EXT

3"

2' - 1"

BACKSPLASH: PLAM

BACKING PLATE, TYP SEE DETAIL

4/AE304 FOR ADDITIONAL

ANCHORAGE AND BACKING

REQUIREMENTS TYP.

TOP AND BOTTOM

DRAWER SLIDE

P-LAM DOOR FRONT

PLAM SELF EDGING @ ALL FOUR

EDGES OF DRAWER FRONTS

DRAWER FRONTS: PLAM ON 3/4"

BIRCH PLYWD

RES BASE ON CONT SUB-BASE

/2

A304

3A

SIM

A304

SIM

A304

SIM

/2

TOP: PLASTIC LAMINATE

DWR SUBHEAD, BACK & SIDES:

PLAM ON 1/2" BIRCH PLYWD

DWR BOTTOM: THERMOSET

DECORATIVE OVERLAY ON 1/2"

BIRCH PLYWD

BACK: 1/2" BIRCH PLYWD

TOP, BOT & SIDES OF BASE CAB:

3/4" BIRCH PLYWOOD

A304

3B

SIM

CONTINUOUS FRENCH CLEAT

(3) #12 PAN HEAD SMS

TYPICAL AT EACH STUD AT

TYPE A1, A2 AND A3

BACKING PLATES

(3) FULL HEIGHT 16 GA STL STUDS

@ 16" OC, WHERE BACK PLATE

OCCURS, TYP-#8 PAN HEAD SMS

TYPICAL

6" X 1 1/4" X 16 GA STL TRACK, NOTCH

AROUND STUDS AND EXTRENDING

OVER 3 STUDS (MINIMUM)

1/8" MAX

1/8" MAX

NOTE:

1. PROVIDE BACKING PLATES AS INDICATED ON

THE DRAWINGS OR, WHERE NOT INDICATED,

ACCORDING TO THE FOLLOWING SCHEDULE:

2. COORDINATE LOCATION, LENGTH, HEIGHT AND

NUMBER OF BACKING PLATED REQUIRED WITH

ITHM TO BE MOUNTED.

3. FOR METHOD OF ATTACHMENT OF ITEM TO BE

MOUNTED, REFER TO THE APPLICABLE DETAIL

OR, IF NOT DETAILED, THE INSTRUCTIONS

PROVIDED BY THE MANUFACTURER.

4. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

TYPE AO BACKING PLATE

-NO BACKING REQUIRED FOR NON-STRUCTRUAL

SUPPORTING ITEMS SUCH AS PEEL AND STICK

HAND SANTIZER AND SOAP DISPENSERS LESS

THEN 5 LBS.

TYPE A1 BACKING PLATE:

-AT SMALL ITEMS (SUCH AS TOILET ACCESSORIES,

MIRRORS, CLOTHES HOOKS, DOOR STOPS ETC)

WHICH WEIGH OR SUPPORT WEIGHTS OF LESS

THAN 50 POUNDS.

TYPE A2 BACKING PLATE:

-AT ALL UPPER WALL-HUNG CABINETS

-AT ALL BASE CABINETS

-AT ALL FULL HEIGHT CABINETS

-AT ALL WALL-MOUNTED HANDRAILS,

GUARDRAILS, GRAB BARS, BUMPER RAILS, CRASH

RAILS

-AT WALL-MOUNTED ADJUSTABLE SHELVING

TYPE A3 BACKING PLATE:

-AT LAVATORY SINKS

NOTE:

REFER TO MILLWORK DETAILS FOR

CABINETS TO BE CONNECTED

M A

X

2' - 0"

ENDSPLASH AT ANY

ADJOINING WALLS, TYP.

PROFILE OF MIN

CLEARANCE REQD

FOR ACCESSIBILITY

TOP: SOLID SURFACE

BACKSPLASH: SOILD

SURFACE

UNDERMOUNT SINK

INSULATION KIT

TRUEBRO #102

WALL BASE AS

SPECIFIED

6" MAX.

1"

M

IN

8" MIN.

CUSTOM SUPPORT

BRACKET

1' - 1"

CASE WORK CLOSURE PANEL

PLAM ON 3/4" BIRCH PLYWD

PVC EDGE ON 4 SIDES OF SHELF

A L

IG

N

DOOR: PLAM ON 3/4" BIRCH PLYWD

/2

S E

E E

L E

V A

T

IO

N S

CLG AS SCHEDULED

HOLES DRILLED 1 1/4" OC TO

RECEIVE MOLDED SHELF CLIP

ADJUSTIBLE SHELF: NUMBER AS

REQUIRED

HOLES DRILLED 1 1/4" OC TO

RECEIVE MOLDED SHELF CLIP

NOTE:

AT CABS W/OUT DOORS, FINISH INT

OF CAB & SHELVES W/ PLAM TO

MATCH EXT

SCRIBE STRIP - PAINT BLACK

BACKING PLATE, TYP SEE DETAIL

4/AE304 FOR ADDITIONAL

ANCHORAGE AND BACKING

REQUIREMENTS TYP.

TOP AND BOTTOM

CONTINUOUS FRENCH CLEAT

1' - 3 3/4"

CASE WORK CLOSURE PANEL

PLAM ON 3/4" BIRCH PLYWD

PVC EDGE ON 4 SIDES OF SHELF

A L

IG

N

DOOR: PLAM ON 3/4" BIRCH PLYWD

/2

CLG AS SCHEDULED

HOLES DRILLED 1 1/4" OC TO

RECEIVE MOLDED SHELF CLIP

ADJUSTIBLE SHELF: NUMBER AS

REQUIRED

BOTTOM & SIDES OF BASE CAB:

3/4" BIRCH PLYWD

NOTE:

UNO, INT FIN ON ALL EXPOSED

SURF - NOTE: AT CABS WITHOUT

DOORS, FINISH INT OF CAB &

SHELVES W/ PLAM TO MATCH EXT

SCRIBE STRIP - PAINT BLACK

BACKING PLATE, TYP SEE

DETAIL 4/AE304 FOR ADDITIONAL

ANCHORAGE AND BACKING

REQUIREMENTS TYP.

TOP AND BOTTOM

C L E

A R

1' - 1"

PLAM ON 3/4" BIRCH PLYWD SIDE

PANEL, BOTH SIDES

SEE ELECTRICAL FOR MORE INFO

PLAM ON ALL EXPOSED SURFACES

OF BACK: 1/2" BIRCH PLYWD

CONTINUOUS FRENCH CLEAT

1/8" RADIUS

WHERE CABINET DOOR

OR FILLER PANEL

OCCURS

/2

1"

CAULK AT WALL

VERTICAL

SUPPORT OR

CABINET

(BEYOND)

F

IN

IS

H

W A

L L

FINISH FLOOR

2' - 1"

S

E A

T E

D H

E

IG

H T

L O

C A

T

IO

N S

COUNTER: SOLID SURFACE

PREFAB PENCIL DWR OR

KEYBOARD TRAY

PROVIDE 2X BLOCKING INSIDE

MTL. STUD AND ATTACH

BRACKET TO MTL. STUD W/ (3)

1/4"∅ A307 THROUGH BOLTS,

PRE-DRILL HOLE THROUGH

STUD AND BLOCKING, TYP.

ENDSPLASH @ ADJOINING WALL

ELEC / DATA DEVICE

BACKSPLASH: AS SPECIFIED

WALL BASE AS SPECIFIED

L O

C A

T

IO

N S

O N

L Y

S

T A

N D

IN

G

H E

IG

H

T

GROMMET FOR EA DEVICE

1/4" S.M.S. @ 12" O. C. (2 MIN.)

PRE MANUFACTURED FLUSH

MOUNTED COUNTERTOP

BRACKET AT 4'-0" O.C.

FIXED PANEL

3" 6

B A

S E

S E

E E

L E

V A

T

IO

N V

A R

IE

S

/2

"SCREW W/ CAP TO

MATCH CABINET

INTERIOR

WOOD BLOCKING

3/4" X 3 1/2" CONT

WD CLEAT

ADJUSTABLE SHELVES,

SEE ELEVATION FOR

COUNT

WALL SHEATING

SCHEDULED BASE

2'-0"

ALTERNATE

SLOPED TOP

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:0

A

M

As indicated

A304

MILLWORK DETAILS

1 1/2" = 1'-0"6 OPEN COUNTER - STANDING HEIGHT

3" = 1'-0"3A TYPICAL BACK SPLASH

3" = 1'-0"2 CABINET ANCHORAGE BASE REAR

3" = 1'-0"1

CABINET ANCHOR DETAIL @ CABINET

BASE FRONT

1 1/2" = 1'-0"8

FOWARD REACH ACCESSIBLE SINK

CABINET

1 1/2" = 1'-0"5

MILLWORK BASE CABINET W/ DRAWERS

& PLASTIC LAMINATE TOP

1 : 14 TYPICAL BACKING DETAIL

1 1/2" = 1'-0"11 ACCESSIBLE VANITY

1 1/2" = 1'-0"7 UPPER WALL CABINET

1 1/2" = 1'-0"10 MICROWAVE WALL CABINET

3" = 1'-0"3B TYPICAL EDGE DETAIL

1 1/2" = 1'-0"9 OPEN COUNTER - SEATED HEIGHT

1/2" = 1'-0"12 FULL HEIGHT CABINET

HOLLOW METAL FRAME

GYP BOARD - THICKNESS

AND NUMBER OF

LAYERS PER PARTITION

TYPES SCHEDULE

SEALANT EA SIDE(TYP.)

JAMB ANCHOR, TYP

BOXED 3 5/8" 20 GA SSMA

362 S 137-33 STUDS

THROAT VARIES

HOLLOW METAL FRAME

NOTE:

PROVIDE MFR'S RECOMMENDED

HEAD REINFORCING FOR DOORS

OVER 3' - 0" WIDE. PROVIDE

MINIMUM DOUBLE CHANNEL.

GYP BOARD - THICKNESS

AND NUMBER OF

LAYERS PER PARTITION

TYPES SCHEDULE

SEALANT (TYP.)

CLEARANCE PER DOOR

FRAME MANUFACTURER

TYPICAL TRACK

DR THK +3/16" VARIES DR THK +3/16"

ACTUAL PTN THK +1"

/8

1/2" TYP.

20 GA METAL "U" STRAP

@ 24" O.C.

ACTUAL PTN THK

H A

R D

W A

R E

T Y

P

IC

A L

/4

E

L E

C T

R

IF

IE

D

B

HEAD DETAIL (SECT)

A

JAMB DETAIL (PLAN)

O P

N G

S

IZ

E

HOLLOW METAL FRAME

GYP BOARD - THICKNESS

AND NUMBER OF

LAYERS PER PARTITION

TYPES SCHEDULE

SEALANT EA SIDE(TYP.)

JAMB ANCHOR, TYP

BOXED 3 5/8" 20 GA SSMA

362 S 137-33 STUDS

THROAT VARIES

HOLLOW METAL FRAME

GYP BOARD - THICKNESS

AND NUMBER OF

LAYERS PER PARTITION

TYPES SCHEDULE

SEALANT (TYP.)

CLEARANCE PER DOOR

FRAME MANUFACTURER

20 GA RUNNER

DR THK +3/16" VARIES DR THK +3/16"

ACTUAL PTN THK +1"

/8

1/2" TYP.

20 GA METAL "U" STRAP

@ 24" O.C.

ACTUAL PTN THK

H A

R D

W A

R E

T Y

P

IC

A L

/4

E

L E

C T

R

IF

IE

D

B

HEAD DETAIL (SECT)

A

JAMB DETAIL (PLAN)

O P

N G

S

IZ

E

L CLIP BEYOND TO CONNECT

TO JAMB TYPICAL TRACK

BOXED 3 5/8" 20 GA SSMA

362 S 137-33 STUDS

20 GA RUNNER

ACTUAL PTN THK

1" 1" 3'-10 1/2" FRAME OPENING 1" 1"

4'-0 1/2" ROUGH OPENING STUD FRAMING

1 1/2"

/8

LINE OF FRAME ABOVE

/8

/8

P E

R P

L A

N

P A

R T

IT

IO

N

EPDM GASKET

BOTH SIDES

VALANCE & END

CAP ABOVE

BACK TO BACK

LADDER PULLS

ROOM SIDE

OUTSIDE

/4

EDGE GASKET

SILL GUIDE

LINE OF VALANCE ABOVE2 1/4"

4'-1 1/4" DOOR LEAF

3/4" 7'-8 5/8" CARRIAGE TRACK 3/4"

7'-10" VALLANCE

DOOR SHOWN IN

OPEN POSITION

PULL BACKSET

2 1/2" 2"

4 1/2"

SILICONE LIP

SEAL

3'-6" CLEAR OPENING

LINE OF VALANCE ABOVE

4'-1 1/4" DOOR LEAF

VALANCE & END

CAP ABOVE

A

JAMB @ PULL SIDE (DOOR SHOWN IN CLOSED POSITION)

B

AA BB

JAMB @ PULL SIDE (DOOR SHOWN IN OPEN POSITION) JAMB @ SILL GUIDE (DOOR SHOWN IN OPEN POSITION)

JAMB @ SILL GUIDE (DOOR SHOWN IN CLOSED POSITION)

STILE POCKET

LINE OF DOOR

FRAME

BOTTOM TRACK

SILL GUIDE

ANCHOR

/8

FINISH FLOOR

ROOM SIDEOUTSIDE

ROOM SIDEOUTSIDE

2 7/8"

PER PLAN

PARTITION 7/8"

EPDM GASKET

BOTH SIDES

CARRAGE TRACK

6' -1

1/

2" A

F F

C

LE

A R

O P

E N

IN

G

6' -1

3/

4" D

O O

R L

E A

F

/8

1 3/4"

#14 x 2 1/2" HHSDS

@ 12" O.C. MAX

BOXED HEADER

BACKING FOR SUPPORT

TRACK AS REQUIRED.

SLOPED VALANCE

WITH END CAPS

A

FLUSH SLIDER @ DOOR HEAD OPENING

B

FLUSH SLIDER HEAD @ WALL FRAMING

4 1/2"

4 1/2"

3/8" 2 1/4"

/4

O .F

.H S

T D

R .O

.H S

T D

RECESSED TRACK

LEVELED IN 1/4"

GROUTING

CLEAN ROOM

HORIZONTAL

BEVELED GLASS

STOP SYSTEM (TYP)

1/4" STANDARD

MOTION / PRESENCE

SENSORS

/8

S T

D H

T

/4

A

CLEAN ROOM DOOR @ SILL

B

MUTINS @ CLEAN ROOM DOOR

CLEAN ROOM DOOR HEAD

@ WALL FRAMING

COVER SIDE

BREAKOUT SIDE

FINISH FLOOR

C

CLEAN ROOM DOOR @ OPENING

/2

BACKING AS

REQUIRED FOR

DOOR TRACK

CLEAN ROOM

HORIZONTAL

BEVELED GLASS

STOP SYSTEM (TYP)

1/4" STANDARD

CLEAN ROOM

HORIZONTAL

BEVELED GLASS

STOP SYSTEM (TYP)

1/4" STANDARD

WALL

JAMB

BEYOND

WALL

JAMB

BEYOND

WALL

JAMB

BEYOND

EXTERIOR SIDE INTERIOR SIDE

EXTERIOR SIDE INTERIOR SIDE

D

3' - 6" OPENING WIDTH

3' - 8 5/8" ACTIVE LEAF WIDTH

/2

1 3/4"

COVER SIDE

BREAKOUT SIDE

3' - 2 3/8" CLEAR DOOR OPENING

PIVOT POINT

GUIDE TRACK

CLEAN ROON NON-SHEDDING

WEATHER STRIPPING

LEFT HAND SHOWN (R.H.S. OPPOSITE)

7' - 6 1/4" OVERALL FRAM WIDTH

EXTERIOR SIDE

INTERIOR SIDE

LINE OF FRAME ABOVE

CLEAN ROON VERTICAL

GLASS STOP SYSTEM, TYP.

1/4" STANDARD

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:0

A

M

3" = 1'-0"

A305

DOORS AND WINDOWS

3" = 1'-0"1 HM DOOR FRAME IN GWB PARTITION

3" = 1'-0"4

HM DOOR HEAD & JAMB OF OPENING

OVER 3'-6" WIDE

3" = 1'-0"10 FLUSH SLIDER JAMBS

3" = 1'-0"8 FLUSH SLIDER @ DOOR BOTTOM

3" = 1'-0"11 FLUSH SLIDER @ DOOR HEAD

3" = 1'-0"13 CLEAN ROOM SLIDER HEAD / SILL

3" = 1'-0"15 CLEAN ROOM SLIDER JAMBS

SUSPENDED CEILING SYSTEMS - - SECTION 803.9 AND SECTION

2506.2, 2016 CBC

- ASTM C-633 AND SECTION

13.5.6, ASCE-7-05

SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED TO RESIST A LATERAL FORCE

OF 20% OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM

FOR PURPOSES OF DETERMINING THE LATERAL FORCE. A MINIMUM WEIGHT OF 5

POUNDS PER SQUARE FOOT SHALL BE USED.

WHEN THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND

WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM. THE

FOLLOWING BRACING SYSTEM MAY BE EMPLOYED.

A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MAXIMUM NO. 12

GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO

THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE

ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE

CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12'-0" ON CENTER IN

EACH DIRECTIONS, WITHHELD FIRST POINT WITHIN 6'-0" FROM EACH WALL.

B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN

RUNNERS AND CROSS RUNNERS MAT BE ATTACHED AT TWO ADJACENT WALLS

WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE

OTHER TOW WALLS.

C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN UBC STANDARD

WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS RUNNERS

AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH

DISCONTINUITIES AS MAY OCCUR WHEN THE CEILING IS DISRUPTED BY A WALL.

D. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY

WIRES TO THE STRUCTURE ABOVE.

EXCEPTION:

SECTION 25.213 - LIGHTING FIXTURES.

INTERMEDIATE OF HEAVY DUTY CEILING SYSTEMS AS DEFINED IN SECTION 47.1802

SHALL BE USED FOR THE SUPPORT OF LIGHT FIXTURES.

ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED

CEILING SYSTEMS. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF

THE LIGHTING FIXTURES WEIGHT ACTING IN ANY DIRECTION.

WHEN INTERMEDIATE SYSTEMS ARE USED, NO 12 GAUGE HANGERS SHALL BE

ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE.

TANDEM FIXTURES MAY USE COMMON WIRES.

WHEN HEAVY DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT

REQUIRED IF A 48 INCH MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS

RUNNERS ARE USED WITHOUT SUPPLEMENTAL HANGERS TO SUPPORT LIGHTINGS

FIXTURES, THESES CROSS RUNNERS SHALL PROVIDE THE SAME CARRYING

CAPACITY AS THE MAIN RUNNERS.

LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS (24.5 KG) SHALL HAVE, IN

ADDITION TO THE REQUIREMENTS ABOVE, TWO NO. 12 GAUGE HANGERS

CONNECTED FROM THE FIXTURE HOUSING TO THE STRUC TRUE ABOVE. THESE

WIRES MAY BE SLACK.

LIGHTING FIXTURES WEIGHING 56 POUNDS (25.4 KG) OR MORE SHALL BE

SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVE HANGARS.

PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE

STRUCTURE ABOVE WITH NO. 9 GAUGE WIRE OR APPROVED ALTERNATE SUPPORT

WITHOUT USING THE CEILING SYSTEM FOR DIRECT SUPPORT.

AIR DIFFUSERS WHICH WEIGH NO MORE THAN 20 POUNDS AND WHICH RECEIVE NO

TRIBUTARY LOADING FORM DUCTWORK MAY BE POSITIVELY ATTACHED TO AND

SUPPORTED BY THE CEILING.

WHERE THE CEILING SYSTEM PROVIDES LATERAL SUPPORT FOR NON-WEIGHT

BEARING PARTITIONS, IT HALL BE DESIGNED FOR THE SPECIFIES LATERAL FORCES

IN ACCORDANCE WITH THE UBC STANDARDS.

OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED BY DESIGN

CALCULATIONS. THE APPROVED BUILDING PLANS SHALL IDENTIFY ALL ELEMENTS

AND SHOW ALL DETAILS OF THE PROPOSED ASSEMBLY.

RIGID VERTICAL SUPPORT, AS SHOWN IN THE SECTION, SHALL BE FASTENED TO

THE MAIN RUNNER AND SHALL EXTENDED TO THE STRUCTURAL MEMBERS

SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO

RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE, AND SHALL

HAVE AN L/R RATION OF LESS THAN 200. THESE RESTRAINT POINTS SHALL BE

PLACED AT 12'-0" ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN

6'-0" FROM EACH WALL.

COMPRESSION PIPE STRUT SIZE

SCHEDULE (BASED ON L/R LESS THAN 200)

SIZE

1/2" X 22 GAUGE

1/4" X 22 GAUGE

3/4" X 22 GAUGE

1" X 20 GAUGE

1 1/4" X 20 GAUGE

1 1/2" X 20 GAUGE

2" X 20 GAUGE

2 1/2" X18 GAUGE

3" X 16 GAUGE

3 1/2" X 16 GAUGE

MAX. HEIGHT:

3'-0" 4'-0" 4'-0" 6'-0" 7'-0" 8'-6" 11'-6" 14'-6" 17'-3" 23'-3"

NOTE:

ALL 24"X48" CEILING LIGHT FIXURES AND

24"X24" HVAC AIR REGISTER SHALL BE

SUPPORTED BY A MINIMUM OF TWO 12

GAUGE WIRE HANGERS AT OPPOSITE

CORNERS. CEILING SYSTEM SHALL NOT

SUPPORT OTHER ITEMS.

MAIN RUNNER

CROSS TEE

12 GA VERTICAL HANGER WIRES

COMPRESSIOIN STRUT AT EA.

GROUP OF SPLAYED BRACING

WIRES. SEE DETAIL 8/A306.

D E

G . M

A X

D E G

. M A X

12 GA SPLAYED BRACE

WIRES 4 TYP.

2"

MAX

2x2 OR 2x4 DIVIDED TILE

2 X 4 LIGHT FIXTUREE

Q

E Q

EQ EQ

SPRINKLER HEAD, DOWN

LIGHT, OR CLG. MTD ITEMS

DIFFUSER OR GRILLE, OR

2 x 2 LIGHT FIXTURE

E Q

E Q

1' - 0" 2' - 0" 1' - 0"

2x4 CEILING

2 X 4 LIGHT FIXTUREE

Q

E Q

EQ EQ

DIFFUSER OR GRILLE,

OR 2 X 2 LIGHT FIXTURE

E Q

E Q

EQ EQ

E Q

E Q

SPRINKLER HEAD, DOWN

LIGHT, OR CLG. MTD ITEMS

1' - 0" 1' - 0" 1' - 0" 1' - 0"

MTL STUD

COMPRESSION STRUT

2-#12 S.M.S @ EA.

COMPRESSION STRUT.

LAY-IN ACOUSTIC

CLG. & GRID.

T-BAR MAIN RUNNER

ACT

SEE RCP

ATTACH W/ #12 S.M.S.

@ 18" O.C.

STRUT HEIGHT

(FT)

STRUT

0' - 7'

10'

12'

1 5/8" X 20 GA.

2 - 1 5/8" X 20 GA.

2 - 2 1/2" X 20 GA.

CROSS TEE

MAIN RUNNER

VERTICAL HANGER

WIRE AT 4'-0" O.C. W/

3 TIGHT TRUNS IN 1

1/2" AT BOTH ENDS,

COMPRESSION STRUT @

12'-0" O.C. EACH WAY

12GA. SPLAYED BRACE WIRES

SPACED 12'-0" X 12'-0" MAX

AND WITHIN 4'-0" OF WALLS

ATTACH W/ 4 TIGHT TURNS IN

1-1/2" AT BOTH ENDS.

M A

X

45 DEG

M A X

45 DEG

12 GAUGE WIRE SPLAYED IN

FOUR DIRECTIONS 90 DEGREES

APART AT 12'-0" EACH WAY.

WALL

A306

A306

A306

A307

6" MAX

1/2" MIN.1/2" MIN.

#10 SMS @ EA 20GA

MIN WALL STUD

(24" OC MAX)

HANGER WIRES

FURRING

CHANNEL

#10 SMS @ EA

MAIN RUNNER

1"x2"x24GA CONT

ANGLE, TYP

/2

M

IN

SADDLE TIES

PER

NO CONNECTION

BETWEEN ANGLE

AND FURRING

CHANNEL

AT FREE SIDE

MIN

1" CLR

4" MAX

6" MAX

NOTE: FOR CONN. TO

WALL, SEE ATTACHED

JOINT.

MAIN RUNNER

FURRING

CHANNEL

#10 SMS @ EA

MAIN RUNNER

1"x2"x24GA CONT

ANGLE, TYP

#10 SMS @ EA 20 GA MIN

WALL STUD (24" OC MAX)

/2

M

IN

3/4" MIN3/4" MIN

6" MAX

1" MIN.

ATTACHED JOINT FREE JOINT

ATTACHED JOINT FREE JOINT

HANGER

WIRE

SADDLE TIE

PER

6" MAX

MIN

1" CLR

NO CONNECTION

BETWEEN ANGLE

AND FURRING

CHANNEL

AT FREE SIDE

NOTE: FOR CONN. TO WALL.

SEE ATTACHED JOINT .

NOTES: 1. PERIMETER WALLS SHALL BE DESIGNED TO CARRY TRIBUTARY LATERAL FORCES

PER TABLE BELOW. RDP TO VERFIY. RDP TO SPECIFY CONNECTION OF BACKING TO STUDS

1" MIN

REFER TO STRUC. DWGS FOR

CONNECTION TO STRUCTURE

.0

M A

XTYP.

1/2"

1/2" MAX. UNO

4 TURNS @ BRACE WIRES

TYP. @ EACH END

#12 GA. WIRE ASTM A641 WITH

CLASS, 1 COATING

M

AX

1 1/2"

REFER TO STRUC. DWGS

FOR CONNECTION TO

STRUCTURE

1/2" MAX. UNO

3 TURNS @ HANGER WIRE

TYP. @ EACH END

#12 GA. WIRE ASTM

A641 WITH CLASS 1

COATING

/2

T

Y P

M A

X

HANGER WIRE

BRACING WIRE

(2) 12 GA. SLACK WIRE

HANGERS FOR DEVICES

THAT WEIGH LESS THAN 56

LBS ( HEAVY DUTY GRID

SYSTEM REQUIRED), PLACE

ON DIAGONAL CORNERS.

EXCEPTION: 4'x4' FIXTURES

SHALL HAVE (4) TAUT

HANGERS @ CORNERS

2 #8 S.M.S EA.SIDE

RECESSED

LIGHT FIXTURE,

REFER TO

ELECTRICAL

SUSPENDED LAY-IN CEILING

HEAVY DUTY SYSTEM

WITH SPLAY WIRE

CL.

WITHOUT SPLAY WIRE

WALL VARIES

5/8" TYPE "X" GYP. BD.

WITH CASING BEAD

HANGER WIRE

MAIN RUNNER OR

CROSS TEE.

WALL TRIM

#12 GA. SEISMIC

SPLAY WIRES

MAIN RUNNER OR

CROSS TEE.

WALL TRIM

POP RIVET

MIN.

2"

MIN.

2"

3/4" CLEAR, TYP. 45°

8" MAX. 8" MAX. CL.

3/4" CLEAR, TYP.

A B

O V

E C

E

IL

IN

G

M

IN

HANGER WIRE

MAIN RUNNER OR

CROSS TEE

METAL KICKER TO

STRUCTURE ABOVE @ 48"

O.C. WITH (3) - #10 SMS

EA FOR IN PLACE BRACING

9'-0" AFF

8" MAX.

SCHEDULED CEILING

METAL BEAD

5/8" TYPE "X" GYP. BD.

#12 SEISMIC SPLAY

WIRES @ 96 SF.,

WHERE OCCURS

MOLD WI/ #6 x 1 1/4" SELF

TAPPING SCREWS @ EA.

STUD.

NOTE: WHERE MOLDING

COMES IN CONTACT W/ ALUM.

PLACE 20 GA. PVC SHEETING

BETWEEN & USE "S" STEEL

SCREWS OR CADMIUM

PLATED SCREWS.

2"

3/4"

HANGER WIRE

MAIN RUNNER OR

CROSS TEE

9'-0" AFF

8" MAX.

SCHEDULED

CEILING

METAL BEAD

5/8" TYPE

"X" GYP. BD.

#12 SEISMIC SPLAY

WIRES @ 96 SF.,

WHERE OCCURS

2"

3/4"

A B

O V

E C

E

IL

IL

IN

G

M

IN

METAL KICKER TO

STRUCTURE ABOVE @ 48"

O.C. WITH (3) - #10 SMS

EA FOR IN PLACE BRACING

MOLD WI/ #6 x 1 1/4" SELF

TAPPING SCREWS @ EA.

STUD.

NOTE: WHERE MOLDING

COMES IN CONTACT W/ ALUM.

PLACE 20 GA. PVC SHEETING

BETWEEN & USE "S" STEEL

SCREWS OR CADMIUM

PLATED SCREWS.

1' - 0"

METAL STUD AT 16" O.C.

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:1

A

M

As indicated

A306

CEILING DETAILS

3/8" = 1'-0"2 SUSPENED LAY-IN CEILING NOTES

1" = 1'-0"4 COMPRESSION STRUT

1/2" = 1'-0"5 TYPICAL CEILING TILE LAYOUTS

3" = 1'-0"8 TYPICAL COMPRESSION STRUT

1" = 1'-0"7 TYPICAL SUSPENDED LAY-IN CEILING

1 1/2" = 1'-0"14 CEILING PERIMETER

3" = 1'-0"11

HANGER AND BRACING WIRE

CONNECTIONS

3" = 1'-0"

SUSPENDED CEILING - LIGHT FIXTURE

SUPPORT

3" = 1'-0"

LAY-IN CEILING

3" = 1'-0"

BULKHEAD OPENING

3" = 1'-0"

BULKHEAD OPENING

2"

MA

X

MA

X

2"

COMPRESSION STRUT AT EA.

GROUP OF SPLAYED BRACING

WIRES, FOR ATTACHMENT

8GA. VERT HANGER WIRE AT 4'-0" O.C.

MAXIMUM. 6" MAXIMUM FROM END OF

COLD ROLLED CHANNEL

7/8" HAT CHANNEL

GYP. BD. SCREWED 12" O.C.

1 1/2" COLD ROLLED CHANNEL

45 DEG. MAX

45 DEG. MAX

12GA. SPLAYED BRACE

WIRES 4 TYP

1. CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE 2013 CALIFORNIA

BUILDING STANDARDS CODE (CBSC 2013).

2. THE CONTRACTOR SHALL NOTIFY OSHPD AND THE REGISTERED DESIGN PROFESSIONAL (RDP) IN RESPONSIBLE CHARGE WHERE A CONFLICT OR DISCREPANCY OCCURS BETWEEN THE CONSTRUCTION DRAWINGS AND ANY OTHER PORTION OF THE CONSTRUCTION DOCUMENTS, FIELD CONDITIONS, OR

WHERE ANY CONDITIONS ARISE NOT COVERED BY THESE DOCUMENTS WHEREIN WORK WILL NOT

COMPLY WITH CODE REQUIREMENTS.

3. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE HOSPITAL BUILDING IN ACCORDANCE WITH THE CALIFORNIA BUILDING STANDARD CODE, 2013 (CBSC 2013). SHOULD ANY

CONDITION DEVELOP NOT COVERED BY THE APPROVED CONSTRUCTION DOCUMENTS WHEREIN THE

WORK WILL NOT COMPLY WITH CBSC 2013, A CHANGE ORDER DETAILING AND SPECIFYING THE

REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY OSHPD BEFORE PROCEEDING WITH THE

WORK.

4. GALVANIZED METAL STUDS, TRACKS AND SHEET STEEL SHALL CONFORM TO ASTM A653-11 MATERIAL, OR OTHER EQUIVALENT ASTM LISTED MATERIALS IN SECTION A2.1 OF THE AISI SI00-07/S2-10; NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS WITH SUPPLEMENT 2, DATED 2010, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL (18 GAGE) AND

LIGHTER AND MINIMUM YIELD STRENGTH OF 50 KSI FOR HEAVIER GAGES.

METAL STUDS AND TRACKS SHALL BE OF SIZE, THICKNESS AND SECTION PROPERTIES SHOWN ON TABLES 1-1, 1-2 AND 1-3 OF THE AISI MANUAL, COLD-FORMED STEEL DESIGN, 2008 EDITION. THE RDP IN

RESPONSIBLE CHARGE SHALL OBTAIN OSHPD APPROVAL FOR ANY SUBSTITUTIONS.

5. ELECTRICAL METALLIC TUBE (EMT) SHALL BE ANSI C80.3/UL 797 CARBON STEEL WITH G90 GALVANIZING. EMT SHALL HAVE MINIMUM YIELD STRENGTH OF (Fy = ) 30 KSI AND MINIMUM ULTIMATE STRENGTH OF (Fu = ) 48 KSI.

6. THESE OPD REFER TO FASTENER TYPE AND SIZE BUT DO NOT SPECIFY OR ENDORSE A SPECIFIC MANUFACTURER. THE RDP IN RESPONSIBLE CHARGE SHALL SELECT A MANUFACTURER AND SELECTED FASTENER CAPACITIES SHALL MATCH OR EXCEED THE STRENGTHS LISTED HEREIN. THE FOLLOWING

REQUIREMENTS SHALL ALSO BE MET:

a. SHEET METAL SCREWS SHALL COMPLY WITH ASTM C 1513-10, ASME B18.6.4-98 (R2005) AND ICC-ES AC 118 AND ALLOWABLE STRENGTH SHALL BE BASED ON INFORMATION PROVIDED IN CG1.31 AND CG1.32.

PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED

THREADS.

b. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E60XX SERIES ELECTRODES. FIELD WELDING SHALL HAVE SPECIAL INSPECTION IN ACCORDANCE WITH 2013 CBC SECTION 1705A.2.

c. POST- INSTALLED ANCHORS (E.G. EXPANSION ANCHORS, SCREW ANCHORS AND POWER ACTUATED FASTENERS) SHALL HAVE SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH THE 2013 CBC SECTIONS 1705A.3 & 1913A.7. FOR QUALIFICATION, DESIGN AND USE OF POST-INSTALLED ANCHORS IN CONCRETE SEE THE 2013 CBC SECTIONS 1616A.1.19 AND 1908A.1.1. LISTING OF CURRENT ICC-ES EVALUATION REPORTS (OR REPORTS FROM OTHER TESTING AGENCIES ACCEPTABLE TO OSHPD) SHALL

BE REQUIRED FOR FASTENER USED.

d. POWER-ACTUATED FASTENERS (PAF), POWDER DRIVEN FASTENERS (PDF), POWER DRIVEN PINS (PDP) AND SHOT PINS ALL REPRESENT THE SAME FASTENER AND WILL HEREAFTER BE REFERRED TO AS POWER ACTUATED FASTENERS (PAF). PAF'S SHALL SATISFY THE CURRENT AC70-ACCEPTANCE CRITERIA FOR FASTENERS POWER-DRIVEN INTO CONCRETE, STEEL AND MASONRY ELEMENTS AND THE 2013 CBC SECTIONS 1908A.1.1. LISTING OF CURRENT ICC ES EVALUATION REPORTS (OR REPORTS FROM OTHER TESTING AGENCIES ACCEPTABLE TO OSHPD) SHALL BE REQUIRED FOR FASTENERS USED.

e. FOR PAF INSTALLED IN STEEL THE FASTENER PENETRATION SHALL HAVE THE ENTIRE POINTED END OF THE FASTENER DRIVEN THROUGH THE STEEL MEMBER, EXCEPT AS NOTED IN CURRENT REPORTS

FROM TESTING AGENCIES ACCEPTABLE TO OSHPD.

7. DESIGN CRITERIA

a. BUILDING CODE: 2013 CALIFORNIA BUILDING CODE (2013 CBC), ASCE 7-10, AISI S100-07/S2-10, AND ASTM C754-11. FOR LOAD COMBINATIONS, ALLOWABLE STRESS DESIGN SHALL BE IN ACCORDANCE WITH

2013 CBC SECTION 1605A.3.1.

b. FASTENER CAPACITIES TABLES WERE DEVELOPED BASED ON ICC REPORTS BY SEVERAL

MANUFACTURERS.

c. THE DESIGN ASSUMES THAT BUILDING ELEMENTS AND SUPPORTS, TO WHICH THE COMPONENTS ADDRESSED IN THIS DOCUMENT ARE ANCHORED, HAVE SUFFICIENT CAPACITY TO CARRY THE LOADS

IMPOSED BY THE COMPONENTS IN COMBINATION WITH ALL OTHER LOADS. EVALUATION OF THE

CAPACITY OF THESE SUPPORTING BUILDING ELEMENTS IS BEYOND THE SCOPE OF THE OPD.

d. THIS OPD IS LIMITED TO CEILING ASSEMBLIES HAVING MAXIMUM DEAD WEIGHT OF 4 PSF, INCLUDING LIGHTING FIXTURES (LUMINERIES) AND MECHANICAL SERVICES, EACH WEIGHING LESS THAN 56 LBS AND ATTACHED TO CEILING FRAMING SYSTEM. HEAVIER SYSTEM AND THOSE SUPPORTING LATERAL FORCES FROM PARTITION WALLS ARE OUTSIDE THE SCOPE OF THIS OPD AND WILL REQUIRE PROJECT

SPECIFIC DESIGN.

8. THE RDP IN RESPONSIBLE CHARGE SHALL VERIFY THE FIRE RESISTENCE AND ACOUSTICAL RATINGS

FOR ALL CEILING ASSEMBLIES.

9. "CEILING WIRE" SHALL CONFORM WITH GALVANIZED SOFT ANNEALED MILD STEEL WIRE AS DEFINED

IN ASTM A641 (CLASS 1 COATING) WITH 70 KSI MINIMUM TENSILE STRENGTH:

a. FOUR (4) TWISTS OF WIRE WITHIN 1.5" DEVELOPS THE ALLOWABLE LOAD FOR THE WIRE.

b. THREE (3) TWISTS WITHIN 3" MAY BE USED TO DEVELOP THE MAXIMUM 50% OF ALLOWABLE LOAD.

10. SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C754:

a. MAIN RUNNNERS SHALL CONSIST OF 16 GAGE 1-1/2” COLD ROLLED U-CHANNEL 150U050-54 SPACED AT 4'-0” OC MAX. MAIN RUNNERS SHALL BE SUPPORTED BY HANGER WIRES AT 4'-0” OC MAX AND WITHIN

6” FROM EA END.

b. FURRING CHANNEL SHALL CONSIST OF 25 GAGE 7/8” (HAT) FURRING CHANNELS (087F125-18) at 2'-0” OC MAX. FURRING CHANNELS SHALL BE SADDLE TIED TO MAIN RUNNERS WITH 16 GAGE TIE WIRE OR A

DOUBLE STRAND OF 18 GAGE TIE WIRE.

c. MAIN RUNNERS SHALL BE SPLICED BY LAPPING IN ACCORDANCE WITH CG2.31.

d. FURRING CHANNELS SHALL BE SPLICED BY LAPPING IN ACCORDANCE WITH CG2.31.

e. MAIN RUNNERS AND FURRING CHANNELS ALONG WITH THEIR SPLICES, INTERSECTION CONNECTORS, AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN

ULTIMATE TEST LOAD OF NOT LESS THAN 270 LBS. IN COMPRESSION & TENSION.

f. HANGER AND BRACING WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WITH CLASS 1 COATING. THEY MAY BE USED FOR UP TO AND INCLUDING 4'-0"x 4'-0" GRID SPACING ALONG AND ATTACHED TO MAIN RUNNERS. SPLICES ARE NOT PERMITTED IN

ANY HANGER WIRE.

g. WIRE HANGERS SHALL BE SADDLE-TIED AROUND MAIN RUNNERS SO AS TO PREVENT TURNING OR

TWISTING OF THE MEMBER.

11. SUSPENSION SYSTEM INSTALLATION SHALL COMPLY WITH ASTM C754:

a. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS. MAIN RUNNERS AND FURRING CHANNEL SHALL BE AT LEAST 1 INCH CLEAR OF OTHER WALL AND FURRING SHALL BE AT LEAST 3/4” CLEAR OF OTHER WALL. IF WALLS RUN DIAGONAL TO THE CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN RUNNER AND FURRING SHOULD BE FREE WITH STANDARD CLEARANCES.

b. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO (2) INCHES. USE OF ANGLES WITH SMALLER WIDTHS IN CONJUNCTION WITH PERIMETER CLIPS SHALL REQUIRE AN ALTERNATE METHOD OF COMPLIANCE WITH ADEQUATE JUSTIFICATION AND ARE OUTSIDE

THE SCOPE OF THIS OPD.

12. EXPANSION JOINTS, SEISMIC SEPARATIONS, AND PENETRATIONS:

a. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND

AT JUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS.

b. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE

PROVIDED TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2500 SQ. FT.

c. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE OR ADAPTER. SUCH FLEXIBLE SPRINKLER HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFFIT SO AS NOT TO EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF THE CEILING.

13. LATERAL FORCE BRACING:

LATERAL FORCE BRACING IS REQUIRED IN ACCORDANCE WITH THIS SECTION FOR ALL

CEILING AREAS, UON.

EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL

CEILING SYSTEMS WITH A CEILING AREA OF 144 SQ. FT. OR LESS, WHEN PERIMETER SUPPORT ARE

PROVIDED AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES.

a. PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A STRUT AND FOUR (4) #12 GAGE

BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER.

b. LATERAL-FORCE BRACING ASSEMBLIES SHALL BE SPACED IN ACCORDANCE WITH CG2.20 THROUGH CG2.22 AND CG2.30 FROM EACH WALL AND AT THE EDGES OF ANY CHANGE OF ELEVATION OF THE

CEILING.

c. THE SLOPE OF BRACING WIRES MAY BE FROM 10 TO 45 DEGREES BUT MAY NOT EXCEED 45

DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT.

d. STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING

WIRES, AND SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.

10° TO 45° FROM

HORIZONTAL, TYP.

12 GA VERTICAL HANGERS AT

4'-0" O.C. EACH WAY AT MAIN

RUNNER WITH MINIMUM (3)

TIGHT TURNS IN 3" AT BOTH

ENDS OF WIRE, SEE

SADDLE -TIED FURRING

CHANNEL TO MAIN RUNNERS

WITH (2) STRANDS OF 18GA

WIRE OR (1) STRAND OF 16GA

WIRE, SEE

12GA BRACING WIRE WITH

MINIMUM 4 TIGHT TURNS IN

1-1/2" AT BOTH ENDS OF WIRE,

TYP (4) TOTAL AT EA STRUT,

SEE

STRUT PER

MAIN RUNNER

150U050-54 @ 4'-0" OC

5/8" GYPSUM BOARD

PERPENDICULAR TO

FURRING

FURRING CHANNEL

087F125-18 @ 24" OC

ATTACH GYP BOARD TO FURRING

WITH ASTM C1002 TYPE S

SCREWS WITH CORROSION

RESISTANT TREATMENT @12" OC

MAX

NOTES:

1. SEE GENERAL NOTES

2. STRUTS SHALL NOT REPLACE HANGER WIRES.

3. FOR CONDITIONS AT CORRIDOR SEE DRAWINGS

4. FOR MAIN RUNNER AND FURRING CHANNEL SPLICE CONNECTIONS

6 MIN

2'-0" T

YP

4'-0" TYP

A307

A307

A306

A307

NOTE: PRE ENGINEERED

SOFFIT FRAMING SYSTEMS

SUCH AS ARMSTRONG "DGS"

ARE ACCEPTABLE

#12 GAGE HANGER

WIRES (3) TIGHT

TURNS WITHIN 3"

MAIN RUNNER

SADDLE TIE HAS DOUBLE

LOOP AT SUPPORT

WHEN MULTIPLE SADDLE TIES

ARE REQUIRED THEY SHALL

ALTERNATE BACK AND FORTH

TO PREVENT TWISITNG

FURRING CHANNEL

MAIN RUNNER

#16 GAGE WIRE OR

DOUBLE STRAND OF

#18 GAGE WIRE

SADDLE TIE AT

MAIN RUNNER TO

HANGER WIRE

SADDLE TIE AT

FURRING RUNNER

TO MAIN RUNNER

HANGER WIRE

(2) SLACK SAFETY

WIRES TO STRUCTURE

SADDLE TIES

PER

MAIN RUNNER

FURRING CHANNEL

(4) #8 SMS INTO

FURRING CHANNELS

GYP BOARD

SURFACE MOUNTED FIXTURE

MAXIMUM WEIGHT = 56#

STRUT BEYOND

FURRING

CHANNEL

HANGER WIRE

BRACE WIRE, TYP.

4 TURNS IN 1 1/2" @ EA END

OF BRACE WIRE, TYP.

MAIN RUNNER

GYP BOARD

STRUT SCHEDULE

L L < 5'-0"_

5'-0" < L < 8'-0"

STRUT

250T125-33

400S137-33SIDE VIEW

METAL STUDS STRUT

PER SCHEDULE

3/8" DIA EXPANSION ANCHOR, SEE

HANGER WIRE

MAIN RUNNER

BRACE WIRE, SEE

4 TURNS IN

1 1/2" @ EA END

OF BRACE

WIRE, TYP.

#8 SMS TO PREVENT

SLIPPAGE OF BRACE

WIRES PARALLEL TO

MAIN RUNNER

3" MAX 2" MAX

(2) #10 SMS

GYP BOARD

FURRING CHANNEL

"L

S E

E S

C H

E D

U L E

(2) 12 GA SLACK SAFETY HANGER

WIRE AT DIAGONALLY OPPOSITE

CORNERS ANCHORED TO

STRUCTURE ABOVE PER

HANGER WIRE

SADDLE TIES

RECESSED LIGHT FIXTURE

MAX WT=56#

PROVIDE (1) OR MORE

150U050-54 AS REQUIRED.

SEE GENERAL NOTE #15B

SUPPORT BY FURRING

CHANNEL IS NOT PERMITTED

MAIN RUNNER

GYPSUM BOARD

8" MAX

FURRING CHANNEL

ADDITIONAL FURRINGN CHANNEL

AT FIXTURE AS REQUIRED

CLIP FLANGE & BEND

BACK TO FORM "L" CLIP

(2) #10 SMS ATTACH TO

WEB OF MAIN RUNNER,

TYP EA END.

SUPPLEMENTAL 150U050-54

MAIN RUNNER

NOTE: IF THE MAIN RUNNER IS CUT DUE TO FIXTURES, RDP SHALL SPECIFIY ADDITIONAL HANGER

WIRES AND/OR BRACING WIRES, AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY

A

DETAIL

NTS

A

GYP. BOARD FURRING CHANNEL

WIRE HANGER

RUNNER (FRAMING)

CHANNELS

2-LAYERS OF 5/8"

TYPE 'X' GYP. BD.

PLASTIC GOMMIT DOOR

DRYWALL CASING

BEADS TYP.

TACK-WELD AS

REQUIRED

1 1/2" X 1 1/2" X 1 1/2"

16 GA. ANGLE CONN.

@ RUNNER W/ 2 #12 SMS

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:2

A

M

As indicated

A307

CEILING DETAILS

1" = 1'-0"4 TYPICAL SUSPENDED GYP. BD. CEILING

3/8" = 1'-0"5

SUSPENDED CEILING BRACING

ASSEMBLY

1" = 1'-0"7 SADDLE TIE DETAILS

3" = 1'-0"8 SURFACE MOUNTED FIXTURE

1 1/2" = 1'-0"6

STRUT & BRACING WIRE ASSEMBLY -

METAL STUD TYPE STRUT

1 1/2" = 1'-0"9 RECESSED LIGHT FIXTURE

3" = 1'-0"10 CEILING ACCESS PANEL

INDICATOR

LIGHT BAR