Attachment B.2 - PRIMARY CARE BLDG Drawings-2.pdf

DOOR TYPES

EX

TE

RI

OR

IN

TE

RI

OR

AA

(ALUM. GL.)

B

(HW. MT.)

C

(ALUM. GL.)

D

(GL.)

E F

(SC WD ALUM.)

G

(HW. MT.)

H

(SC WD)

DOOR HARDWARE MOUNTING NOTES

HINGE LOCATIONS: THE THREE HINGES SHOWN ON THE DRAWING ARE FOR DOORS UP TO AND INCLUDING 7'-0" IN HEIGHT. FOR DOORS OF GREATER HEIGHTS AND WIDTHS, FOUR OR MORE HINGES SHALL BE USED AND THE TOP AND BOTTOM HINGES SHALL BE LOCATED AS SHOWN, WITH INTERMEDIATE HINGES BEING

EQUALLY SPACED BETWEEN THEM.

LOCATION FOR OTHER HARDWARE ITEMS: KICK PLATES, UNLESS OTHERWISE SPECIFIED, SHALL EXTEND TO WITHIN 1/4" FROM THE BOTTOM OF THE DOOR AND THEIR HORIZONTAL LENGTH SHALL BE AS FOLLOWS: ON SINGLE DOORS, THE NOMINAL DOOR WIDTH LESS 2" ON THE PUSH PLATE SIDE AND THE NOMINAL DOOR WIDTH LESS 1" ON THE PULL SIDE; ON DOUBLE DOORS, THE NOMINAL DOOR WIDTH LESS 1" ON EACH SIDE.

SILENCERS ON SINGLE DOOR FRAMES SHALL BE PLACED OPPOSITE THE HINGES, AND ON DOUBLE DOOR FRAMES, SHALL BE LOCATED 6" EACH OFF THE

CENTER OF THE HEAD STOP.

FINISH FLOOR LEVEL: FINISH FLOOR LEVEL IS DEFINED AS THE TOP SURFACE OF THE FINISHED FLOORING MATERIAL, EXCEPT WHEN RESILIENT FINISH OR

CARPET IS USED. WHEN IT IS THE TOP SURFACE OF THE UNDERLYING FINISHED CONCRETE.

A. HARDWARE LOCATIONS B. SIGNAGE LOCATIONS

5"

EQ

EQ

SC

HE

DU

LE

D

DO

OR

H

EI

GH

T

HINGE

HINGE

HINGE

SCHEDULED DOOR WIDTH

1' - 4"

MIN 8"

CENTERLINE OF DOOR OPERATOR

PUSH PLATES AT PULL SIDE OR

WHERE CARD READER OCCURS

CENTERLINE OF CARD READER OR

DOOR OPERATOR PUSH PLATES AT

PUSH SIDE WITHOUT CARD READER

3'

- 6

3'

- 2

7 1 /2"

CENTERLINE OF DOOR PULL GRIP &

OF PUSH PULL BAR

CENTERLINE OF KNOB ON LOCK OR

LATCH & OF CROSS BAR ON PANIC

EXIT DEVICE& OF HIGH DOOR

OPERATORPUSH PLATE.

FINISH FLOOR LEVEL.

CENTERLINE OF LOW DOOR

OPERATOR PUSH PLATE

TIOLET ROOM

SIGNAGE

ACCESSIBLE

OR TYPICAL

INTERIOR SIGN

EQ EQ1' - 0"

ALL HAND ACTIVATED DOOR HARDWARE SHALL BE

MOUNTED BETWEEN 30"-44" A.F.F. PER CBC

1133B.2.5.2

SEE 5/A5.95 FOR MOUNTING HEIGHT

REQUIREMENTS

DOOR HARDWARE SIGNAGE AND LOCATION

53 4 8 11

NOTES:

SEE OPENING SCHEDULE FOR

ASSIGNMENT OF THESE FRAME

TYPE CONFIGURATIONS.

2"

TYP.

2"

TYP.

2"

TYP.

1-1/2"

TYP.

1-1/2"

TYP.

HO

LL

OW

M

ET

AL

9'

- 0

GLASS

TYPE

FG-CT

AL

UM

IN

UM

HR

O

R F.

R.

HOLLOW METAL DOOR

3/4"

FOR DIMENSION

SEE SCHEDULED DOOR TYPE

GLAZING, SEE SPECS

STEEL GLAZING MOLDING FOR

DRY GLAZING, FASTEN W

COUNTERSUNK MACHINE

SCREWS ON INTERIOR SIDE OF

DOOR

VENEER CLAD BEAD FOR DIMENSION

SEE SCHEDULED DOOR TYPE

GLAZING, SEE SPECS

SOLID CORE WOOD DOOR

AT DOORS WITH CLOSERS, TYP

1' - 0" MIN

2'-0" AT EXTERIOR DOORS

1' - 6" MIN AT INTERIOR DOORS

4'

- 0

5'

- 0

LEVEL AREA OF

SLOPE LESS THAN

OR EQUAL TO 2%

LEVEL AREA OF

SLOPE LESS THAN

OR EQUAL TO 2%

on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

1 2 3 4 5 6

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

7 8 9

VA FORM 08-6231, OCT 1978

Date

Approved: Project Director

Drawing Title: Project Title:

Location

Project Number:

Building Number:

Drawing Number:

Checked Drawn

ARCHITECT/ENGINEERS

STAMP

Office of Facilities

Management

Dwg. of

ONLY WET SIGNED DOCUMENTS CONSTITUTE ADVANCE DESIGN CONSULTANTS, INC.

PROFESSIONAL WORK AND BECAUSE OTHER REPRODUCIBLE DOCUMENTS MAY BE

EASILY ALTERED WITHOUT THE CONSENT OF ADVANCE DESIGN CONSULTANTS, INC.,

THE WET SIGNED DOCUMENTS MUST BE REFERRED TO FOR THE ORIGINAL AND

CORRECT INFORMATION. IF THERE ARE ANY DIFFERENCES BETWEEN THE WET

SIGNED DOCUMENTS AND ANY OTHER DOCUMENTS, THE WET SIGNED DOCUMENTS

SHALL GOVERN.

ADVANCE DESIGN CONSULTANTS, INC. IS NOT RESPONSIBLE FOR ANY

MODIFICATIONS MADE TO OUR DOCUMENTS BY ANYONE OTHER THAN AUTHORIZED

REPRESENTATIVES OF ADVANCE DESIGN CONSULTANTS, INC.

PO# 13-308-39

ATTENTION:

KEY PLANCONSULTANTS:

95% CONSTRUCTION DOCUMENTS (14-272) 11/7/17

5/4/18

1 9 A

G

FINAL ISSUE FOR BID

FINAL BID DOCUMENTS (14-273) 3/9/18

FINAL ISSUE FOR BID (14-276) 5/4/18

D:

\R ev itL oc als

\A

9_

Pr im ar yC ar e_

CO

NT

AI

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R1 7_ do lse n@ ra tcl iffa rch .co m.

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5/4/2018 11:55:01 AM

AS8.2

DOOR SCHEDULE CONSTRUCT PRIMARY CARE SERVICES

BLDG.

612-400

10535 HOSPITAL WAY MATHER, CA.

Checker Author

1. THE PURPOSE OF THIS SHEET IS TO DESCRIBE THE TYPES OF

DOORS AND WINDOWS ("OPENINGS") IN THE PROJECT.

2. ABBREVIATIONS ON THIS SHEET ARE DEFINED AS FOLLOWS:

ALUM = ALUMINUM

CLR = CLEAR

GL = GLASS

HM = HOLLOW METAL

MTL = METAL

PTD = PAINTED

SC WD = SOLID CORE WOOD

3. TYPICAL HEAD, JAMB, AND SILL DETAILS ARE SHOWN ON

SHEET A5.60.

4. EACH LEAF OF DOORS TO BE FIRE RATED SHALL BEAR A LABEL

APPROVED BY THE BUILDING OFFICIAL HAVING JURISDICTION

SHOWING THE FIRE RATING OF THE DOOR, THE NAME OF THE

DOOR MANUFACTURER, AND THE IDENTIFICATION OF THE

SERVICE CONDUCTING THE INSPECTION OF MATERIALS AND

WORKMANSHIP AT THE FACTORY DURING FABRICATION AND

ASSEMBLY.

5. LABELS FOR FIRE DOORS USED TO PROTECT OPENINGS INTO

EXIT ENCLOSURES SHALL INDICATE THAT THE TEMPERATURE

RISE ON THE UNEXPOSED SURFACE DOES NOT EXCEED 450°F

(232°C) ABOVE AMBIENT AT THE END OF 30 MINUTES OF FIRE

EXPOSURE, SPECIFIED IN UBC STANDARD 7-2 TO SHOW

COMPLIANCE WITH CBC SECTION 715.4.4.

6. DOOR LABELS (SEE NOTE #2) SHALL NOT BE ATTACHED IN THE

FIELD. ALL DOOR LABELS SHALL BE LOCATED ON THE HINGE

SIDE EDGE OF THE DOOR, ONE-THIRD THE DISTANCE DOWN

FROM THE TOP OF THE DOOR. DO NOT PAINT OVER, OR

OTHERWISE CONCEAL LABELS.

7. FIRE RATING DESIGNATIONS IN THE DOOR SCHEDULE ARE IN

MINUTES. DOORS SHALL BE MAINTAINED SELF-CLOSING OR

SHALL BE AUTOMATIC CLOSING BY ACTUATION OF A SMOKE

DETECTOR IN ACCORDANCE WITH CBC 715.4.7.3.

8. ALL INTERIOR DOORS WITH FIRE RATINGS GREATER THAN 20

MINUTES SHALL BE UNDERCUT 3/8" ABOVE THE TOP OF A NON-

COMBUSTIBLE SILL SURFACE OR APPLIED THRESHOLD.

9. ALL NON-RATED INTERIOR DOORS SHALL BE UNDERCUT 3/4"

ABOVE THE FLOOR FINISH LEVEL

10. WOOD AND HOLLOW-METAL DOORS ARE 1-3/4" THICK. SEE

DETAILS AND SPECIFICATIONS FOR MORE INFORMATION.

11. TYPICAL HEAD, JAMB, AND SILL DETAILS ARE INDICATED ON

SHEET A5.60.

12. DOOR OPENING LOCATIONS: SEE "TYPICAL DOOR OPENING

DIMENSIONS" ON THIS SHEET, AND TYPICAL JAMB DETAILS ON

SHEET A5.60 FOR DOORS AT WHICH THE HINGE SIDE IS

IMMEDIATELY ADJACENT TO A WALL. FOR OTHER DOOR

LOCATIONS, SEE DIMENSIONS ON PLANS.

13. FOR HARDWARE SPECIFIED IN THE DOOR SCHEDULE SEE

SPECIFICATIONS FOR DESCRIPTIONS OF HARDWARE GROUPS.

14. FRAMES: ALL HM FRAMES ARE FULLY WELDED. SEE DETAIL

12/A5.60.

15. FOR DOOR TYPES CONTAINING GLAZING, ALL GLAZING IS TO

BE FACTORY-INSTALLED. DO NOT INSTALL GLAZING IN THE

FIELD.

16. SEE SPECIFICATION SECTION 088000 FOR GLAZING

REQUIREMENTS.

17. FOR FLOORING TRANSITION DETAILS, SEE SHEET A6.10.

18. NA

19. ALL EXTERIOR DOORS SHALL HAVE METAL THRESHOLDS. SEE

HARDWARE GROUPS AND SPECIFICATIONS.

20. EXIT AND EXIT-ACCESS DOORS SERVING AN AREA HAVING AN

OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE EQUIPPED

WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.

21. A READILY VISIBLE AND DURABLE SIGN IS TO BE POSTED ON

THE EGRESS SIDEOR ADJACENT TO THE DOOR STATING: THIS

DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.

THE SIGN SHALL BE IN LETTERS 1 INCH (25MM) HIGH ON A

CONTRASTING BACKGROUND.

SHEET NOTES

INT. DOOR

GLAZING

FRAME TYPES

TYP. DOOR OPENING DIMS

DOOR

NUMBER ROOM NAME WIDTH HEIGHT

FIRE

RATING

DOOR

TYPE

MATERIALS AND FINISHES FRAME DETAIL

STC

RATING -

TEXT COMMENTS / NOTES

DOOR

MATERIAL

DOOR

FINISH

FRAME

MATERIA

L

FRAME

FINISH HEAD JAMB SILL

LEVEL 1

100-2 COMMONS/LOBBY 12' - 0" 7' - 11 3/4" C ALUM & GL PTD ALUM CLR ANOD 15/AS7.5 8/AS7.5 9/AS7.5 &

54/AS8.3

103-1 TOILET, PUBLIC 3' - 6" 7' - 0" B HM PTD HM PTD 30/AS8.3 30/AS8.3 24/AS8.3 45

105-1 CONSULT 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD

105-2 CONSULT 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD

110-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 110-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 111-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 111-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4

112-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD

112-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 113-1 IT/TELECOM 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD 29/AS8.3 29/AS8.3 30/AS8.4

114-1 SOILED HOLDING 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD

115-1 CLEAN HOLDING 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD

117A-1 EXAM ROOM SCI/D PATIENT 4' - 0" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4

117A-2 TEAM WORK AREA 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD

117B-1 EXAM ROOM SCI/D PATIENT 3' - 6" 7' - 0" F SC WD PLAM ALUM CLR ANOD

118-1 COMMONS/LOBBY 3' - 8 1/16" 8' - 6" D ALUM/ GL CLR ANOD ALUM CLR ANOD 10/AS8.3 28/AS8.3 10/AS8.3 P, WIRED W/CARD ACCESS, TRANSLUCENT PRIVACY FILM REQ'D 120-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 120-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 121-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 121-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4

122-1 ELECTRICAL 3' - 6" 7' - 0" B HM PTD HM PTD 20/AS8.3 20/AS8.3 30/AS8.4

123-1 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 123-2 EXAM ROOM 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 124-1 SCI/D WOMEN'S HEALTH 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4 124-2 SCI/D WOMEN'S HEALTH 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 39/AS8.4 45/AS8.4 30/AS8.4

124B-1 SCI/D WOMEN'S HEALTH 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 126-1 PATIENT HALLWAY 3' - 6" 8' - 6" D ALUM/ GL CLR ANOD ALUM CLR ANOD 10/AS8.3 28/AS8.3 10/AS8.3 P, WIRED W/CARD ACCESS, TRANSLUCENT PRIVACY FILM REQ'D

130-1 PATIENT HALLWAY 3' - 1 3/32" 8' - 0" D ALUM/ GL CLR ANOD ALUM CLR ANOD

131-1 COMMONS/LOBBY 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 45

131-2 COMMONS/LOBBY 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD

131-3 STAFF HALLWAY 3' - 8" 8' - 6" D ALUM/ GL CLR ANOD ALUM CLR ANOD 10/AS8.3 28/AS8.3 10/AS8.3 P, WIRED W/CARD ACCESS, TRANSLUCENT PRIVACY FILM REQ'D 134-1 ELEVATOR MACHINE ROOM 3' - 0" 7' - 0" 60 MIN. B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 45 160-1 HSKG 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD 29/AS8.3 29/AS8.3 30/AS8.4 165-1 TOILET STAFF 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 S1-1 COMMONS/LOBBY 3' - 0" 7' - 0" 60 MIN. E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 S1-2 STAIR 1 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3

LEVEL 2

204-1 STAFF LOUNGE 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD

204-3 WARM SHELL 3' - 6" 8' - 5 13/16" D ALUM/ GL CLR ANOD ALUM CLR ANOD 10/AS8.3 28/AS8.3 10/AS8.3 P, WIRED W/CARD ACCESS, TRANSLUCENT PRIVACY FILM REQ'D

205-1 TOILET PUBLIC 3' - 6" 7' - 0" B HM PTD HM PTD 20/AS8.3 20/AS8.3 30/AS8.4

206-1 STORAGE 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3

215B-1 WARM SHELL 3' - 6" 7' - 0" H SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 223B-1 TOILET, PATIENT 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 231-1 UTILITY ROOM, SOILED 3' - 6" 7' - 0" 83 SC WD PLAM ALUM CLR ANOD 29/AS8.3 29/AS8.3 30/AS8.4 234-1 WARM SHELL (LOBBY) 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 240-1 PATIENT WAITING LOBBY 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 45

240-2 PATIENT WAITING LOBBY 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD

240-4 WARM SHELL 3' - 7 1/16" 8' - 6" D ALUM/ GL CLR ANOD ALUM CLR ANOD 10/AS8.3 28/AS8.3 10/AS8.3 P, WIRED W/CARD ACCESS, TRANSLUCENT PRIVACY FILM REQ'D

240-12 WARM SHELL 3' - 2" 7' - 0" B SC WD PLAM ALUM CLR ANOD

241-1 HSKP 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3

243-1 STAFF, TOILET 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3 S1-3 LOBBY 3' - 0" 7' - 0" 60 MIN. E SC WD PLAM ALUM CLR ANOD 30/AS8.3 30/AS8.3 24/AS8.3

S1-4 STAIR 1 3' - 0" 7' - 0" E SC WD PLAM ALUM CLR ANOD

ROOF

240-21 3' - 0" 7' - 0" B SC WD PLAM ALUM CLR ANOD

NO REVISIONS DATE

ALIGNSTOREFRONT WINDOW

HEAD/JAMB/SILL

4 1 /2"

'Z' MOLDING W/ 1/2" REVEAL, FRY

REGLET DRMZ-625-50 OR EQUAL.

PAINT TO MATCH WALL

SEALANT AND BACKER ROD

RETURN GYP BD INTO OPENING

BLOCKING AS REQD

'Z' MOLDING W/ 1/2" REVEAL, FRY

REGLET DRMZ-625-50 OR EQUAL.

PAINT TO MATCH WALL

STOREFRONT DOOR HEAD/JAMB

DOOR AS SCHEDULED

SEALANT AND BACKER ROD

ALIGN

4 1 /2"

VA

RI

ES

RETURN GYP BD INTO OPENING

BLOCKING AS REQD

4 1 /2"

A: ALIGNED ON PULL SIDE OF DOOR

B: ALIGNED ON PUSH SIDE OF DOOR (NOTES SIM TO A)

0' - 1 3/4"

VESTIBULE EXTERIOR

ALUMINUM ENTRANCE DOOR

ENTRY WALK-OFF MAT

CONCRETE SLAB

ENTRANCE JAMB MULLION BEYOND,

SEE PLAN FOR DIMENSION

CONT ALUM THRESHOLD W/ 45-

DEGREE BEVELED EDGES &

DEPTH TO MATCH MULLION

JAMB BEYOND - SET IN SEALANT

BED

60 MIL SELF-ADHERED FLASHING

DRAINAGE COMPOSITE

F.O. CONC SLAB

EJ W/ ASPHALT IMPREGNATED

FILLER STRIP

1/2"

TERMINATION STRIP, ALL AROUND

1:2 B

EV

EL

1/2 " M

AX

. W

1 7 /8"

" M

IN

PARTITION AS SCHEDULED

ALUMINUM KNOCK DOWN FRAME

DOOR AS SCHEDULED

VA

RI

ES

DI

M

P

T HINGE SIDE FACE OF ADJACENT

PARTITION WHERE OCCURS (JAMB

CONDITION)

JAMB CONDITION

4"

F CORNER JOINT

D STANDARD FLOOR ANCHOR

B STANDARD STOP

A ADJUSTABLE FLOOR ANCHOR

C CORNER JOINT

E FRAME ATTACHMENT

MITERED AND FULL WELDED, TYP

TYPICAL, UON

WHERE NOTED

TYP AT FLOORS WITH SETTING BEDS

MITERED AND FULL WELDED, TYP

TYPICAL, UON

MACHINE-MITERED

CORNER SHOWN

MACHINE-MITERED: JAMB

TABS INTERLOCKING SLOTS

IN HEAD MEMBER

GRIND AND FINISH SMOOTH

ALL EXPOSED WELDS

SAW-MITERED CORNER SHOWN

14 GAUGE ONE PIECE

WELDED HM FRAME WITH

INTEGRAL STOPS, TYP

STEEL ANCHOR CLIP

SHOP WELDED TO

FRAME

14 GAUGE ONE PIECE WELDED

HOLLOW METAL FRAME WITH

INTREGAL STOPS, TYP

STEEL ANCHOR CLIP

SHOP WELDED TO

FRAME

PROVIDE

ADJUSTABLE

FLOOR ANCHORS

WHERE FRAMES

OCCUR AT

SETTING BED

ASSEMBLIES

3/8" KB-TZ, MIN 2" EMBEDMENT

TO SLAB

NOTE: CORNERS ON FRAME

TO BE FULL AND

CONTINUOUS-WELDED,

SAW- OR MACHINE-

MITERED

FRAME WIDTH VARIES

FLOORING AS SCHEDULED

DOOR FRAME BEYOND

DOOR AS SCHEDULED

FLOORING TRANSITION AT

CENTERLINE OF DOOR PANEL -

SEE FINISH PLANS

0' - 0 33/64"0' - 0 1/2"

PARTITION AND FINISH AS

SCHEDULED

FRAME ANCHOR

DOOR AS SCHEDULED

PARTITION +1"

JAMB FRAME BEYOND

0'

5/

8"0

DIM PT

4" M

IN

. H

IN

G

E

SI

D E

" M

IN

. S

TR

IK

E

SI

D E

0' - 1 59/64" 0' - 1 7/8"

DOOR

16 OR 14 GA DOUBLE RABBET HM

FRAME AS SPECIFIED W/ LOCK-IN

ANCHORS & ADJUSTABLE BASE

ANCHOR

LINE OF ADJ PARTITION

WHERE OCCURS NEAR JAMB

SEE PARTITION DETAILS

DO

OR

O

PN

G

AS

S

CH

ED

UL

ED

DIM PT

0' - 0 1/2" 0' - 0 33/64"

0'

2"

VARIES

PARTITION AS SCHEDULED

HM FRAME

FRAME ANCHOR

JAMB FRAME BEYOND

DIM PT

TOC

VARIES

EQ EQ0' - 0 5/8"0' - 0 5/8"

VARIES

JAMB FRAME BEYOND

0' - 0 1/2" 0' - 0 33/64"

GLAZING AS SCHEDULED

FINISH FLOORING AS SCHEDULED

GLAZING STOP

0'

5/

8" 0'

2"

0'

1/

2"

RESILIENT TOPSET BASE AS

SCHEDULED

PARTITION AS SCHEDULED

FRAME ANCHOR

HM FRAME

DIM PT

0' - 0 33/64"0' - 0 1/2"

PARTITION +1"

EQEQ

0' - 0 5/8" 0' - 0 5/8"

VARIES

0'

2" 0'

5/ 8"

PARTITION & FINISH AS

SCHEDULED

DOUBLE RABBET HM FRAME

W/LOCK-IN JAMB ANCHORS &

ADJUSTABLE BASE ANCHOR

FRAME ANCHOR

GLAZING STOP

GLAZING AS SCHEDULED

JAMB FRAME BEYOND

LINE OF ADJ PARTITION

WHERE OCCURS NEAR JAMB

SEE SHEET AS8.1.1 FOR

OPENING FRAMING

4" M

IN

. H

IN

G

E

SI

D E

" M

IN

. S

TR

IK

E

SI

D E

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS

LESS THAN 2'-0" [610mm] FOR GYP.

WALLBD. OR 16" [400mm] FOR PLASTER

PARTITION.

SECTION B

VERTICAL STUDS @ 2'-0" [610mm] MAX.

W/GYPSUM WALLBD. 1'-4" [406mm]

W/GYPSUM

LATH & PLASTER DOUBLE STUDS FOR

SUPPORTING CONC. BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10'-0" [3048mm] & ARE FINISHED

BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/HINGE REINFORCEMENT.

DETAIL D

SEE

NOTE

1/2" [13mm]

CONST.

JOINT

RUNNER BET. STUDS

SEE

DOOR

SCHEDULE

SHIM

AS

REQ'D.

SEC. B

GYPSUM

WALLBD.

PANELS

CONTROL

JOINT

ISOMETRIC OF CONSTR. JT.

ELEVATION AT DOOR FRAME

DETAIL D

PROVIDE

SOUND

DEADENING

WHERE

REQ'D.

SANITARY STOP

METAL DOOR FRAME

METAL

ANCHOR

CLIP

SHIM AS

REQ'D.

DETAIL C

[1 m m

JAMB

ANCHOR

SECTION A

DOUBLE STUDS

DETAIL C

MET.

DOOR

FRAME

1/2" [13mm]

[13mm]

CRIPPLE STUD DO

NOT ANCHOR TO

BEARING STUD

A A

[1 m m

WIDTH

[1 m m

[1 m m

1/2" MIN.

[1 m m

JAMB ANCHORS

(FURNISHED WITH FRAME)

E Q

E Q

V A R

IE

SVARIES

M A X . D

E Q

E Q

M

IN

STUD

MINUS 3/16"

[5mm]

JAMB DEPTH

M

IN

M

IN

. WIDTH

STUD

FR

AM

E

FA

CE

MIN

US

/1

[5m m]

MIN

US

/1

FR

AM

E

FA

CE

[5m m]

"M

IN.

[1

3m m]

5/ 8"M

AX

mm

JAMB & HEAD

NOTE:

ADJUST ALL GASKETS SO

THAT A BUSINESS CARD

IS LIGHTLY GRIPPED

WHEN DOOR IS SHUT

JAMB & HEAD SEALS

DOOR LEAF

(E) CONC FLOOR

MORTISE AUTOMATIC DROP

BOTTOM

FINISH FLOOR AS SHOWN

ON FINISH PLANS

ROOM SIDE

FINISH FLOOR AS SHOWN

ON FINISH PLANS

FINISH FLOOR TRANSITION

WHERE OCCURS PER FINISH

PLANS: NO MORE THAN 1/4"

ELEVATION CHANGE

JAMB &HEAD

DOOR LEAF

(E) CONC FLOOR

CERAMIC TILE

1/8" JOINT FILLED W/

FLEXIBLE SILICONE

SEALANT

SS-4 THRESHOLD

FINISH FLOOR AS SCHEDULED

3"

THIN SET MORTAR

1/4 " M

AX

MA

X

1/2

MAX SLOPE 1:2

1/2"3"

ROOM SIDE

DOOR LEAF

FINISH FLOOR AS SCHEDULED

DOOR SWEEP

NOTE: # 6 X3/4" STAINLESS

STEEL SHEET METAL SCREWS

W/ SCREW HOLES SLOTTED

FOR ADJUSTMENT

4"

6 x 20GA TRACK BACKING

ELECTROMAGNETIC HOLDER

DOOR AS SCHEDULED

PARTITION AS SCHEDULED

OUTLET BOX WHERE OCCURS

STOREFRONT WINDOW JAMB

SEALANT AND BACKER ROD

STOREFRONT JAMB BEYOND

3/8" DIA HILTI KBTZ EXP. ANCHOR @ 24" O.C.

FLOOR FINISH LEVEL

PARTITION AS SCHEDULED

ALUMINUM KNOCK DOWN FRAME

ACOUSTICAL CORE DOOR AS SCHEDULED

VA

RI

ES

DI

M

P

T HINGE SIDE FACE OF ADJACENT

PARTITION WHERE OCCURS (JAMB

CONDITION)

JAMB CONDITION

4"

ACOUSTICAL INSULATION/

SOUND DAMPING MATERIAL

PERIMETER SEAL

CEILING AS SCHEDULED

ALUM BOTTOM

STILE

SHIM AS REQUIRED

CL

ALUM TOP STILE

AT PIVOT DOOR AT FIXED PANEL

1/4

" N

OM

IN

AL

4"

N

OM

IN

AL

9'- 0"

O

PE

NI

NG

1/8

DORMA RTS-88

CONCEALED OVERHEAD

CLOSER BY GLASS DOOR MFR.

OF DOOR &

PARTITION

NO

MI

NA

L

2 1 /8"

6 1/8" NOMINAL

1/2" THICK

TEMPERED GLASS

W/ TRANSLUCENT

FILM

CL OF DOOR &

PARTITION

6 1/8" NOMINAL

4" N

OM

IN

AL

" N

OM

IN

AL

PARTITION AS SCHEDULED

SEALANT AND BACKER ROD

RETURN GYP BD INTO OPENING

ALL GLASS PIVOT

DOOR

CL

DOOR PIVOT

ALUM PUSH BAR AT

DOOR ONLY

CL OF DOOR & PARTITION

HM DOOR HEAD

DOOR LEAF AS SCHEDULED

(E) CONC FLOOR

INTERIOR FLOOR FINISH AS

SCHEDULED

MAX SLOPE 1:2

INTERIOR

1/4

MA

X.

1/2

1/4

EXTERIOR

on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

1 2 3 4 5 6

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

7 8 9

VA FORM 08-6231, OCT 1978

Date

Approved: Project Director

Drawing Title: Project Title:

Location

Project Number:

Building Number:

Drawing Number:

Checked Drawn

ARCHITECT/ENGINEERS

STAMP

Office of Facilities

Management

Dwg. of

ONLY WET SIGNED DOCUMENTS CONSTITUTE ADVANCE DESIGN CONSULTANTS, INC.

PROFESSIONAL WORK AND BECAUSE OTHER REPRODUCIBLE DOCUMENTS MAY BE

EASILY ALTERED WITHOUT THE CONSENT OF ADVANCE DESIGN CONSULTANTS, INC.,

THE WET SIGNED DOCUMENTS MUST BE REFERRED TO FOR THE ORIGINAL AND

CORRECT INFORMATION. IF THERE ARE ANY DIFFERENCES BETWEEN THE WET

SIGNED DOCUMENTS AND ANY OTHER DOCUMENTS, THE WET SIGNED DOCUMENTS

SHALL GOVERN.

ADVANCE DESIGN CONSULTANTS, INC. IS NOT RESPONSIBLE FOR ANY

MODIFICATIONS MADE TO OUR DOCUMENTS BY ANYONE OTHER THAN AUTHORIZED

REPRESENTATIVES OF ADVANCE DESIGN CONSULTANTS, INC.

PO# 13-308-39

ATTENTION:

KEY PLANCONSULTANTS:

95% CONSTRUCTION DOCUMENTS (14-272) 11/7/17

5/4/18

1 9 A

G

FINAL ISSUE FOR BID

FINAL BID DOCUMENTS (14-273) 3/9/18

FINAL ISSUE FOR BID (14-276) 5/4/18

D:

\R ev itL oc als

\A

9_

Pr im ar yC ar e_

CO

NT

AI

NE

R1 7_ do lse n@ ra tcl iffa rch .co m.

rvt

5/4/2018 11:55:05 AM

AS8.3

DOOR DETAILS CONSTRUCT PRIMARY CARE SERVICES

BLDG.

612-400

10535 HOSPITAL WAY MATHER, CA.

PT DO & KF

SCALE: 3" = 1'-0"40 INTERIOR STOREFRONT - JAMB AT GLAZING

SCALE: 3" = 1'-0"42 INTERIOR STOREFRONT - JAMB AT DOOR

SCALE: 3" = 1'-0"54 WALK-OFF MAT DETAIL AT EXTERIOR DOOR

SCALE: 3" = 1'-0"29 ALUM. INTERIOR DOOR - HEAD OR JAMBSCALE: 3" = 1'-0"53 HM FRAME ANCHORAGE - ISOMERTIC VIEW

SCALE: 3" = 1'-0"12 INTERIOR DOOR - SILL

SCALE: 3" = 1'-0"20 HM DOOR HEAD/JAMB

SCALE: 3" = 1'-0"21 TYP HOLLOW METAL CASED OPENING HEAD/JAMB

SCALE: 3" = 1'-0"9 INTERIOR HM WINDOW SILL

SCALE: 3" = 1'-0"8 INTERIOR HM WINDOW HEAD/JAMB

SCALE: 1/2" = 1'-0"39 PARTITION FRAMING FOR DOORS

SCALE: 6" = 1'-0"24 GASKETED DOOR DETAIL

SCALE: 6" = 1'-0"23 DOOR THRESHOLD AT TILED FLOOR

SCALE: 6" = 1'-0"41 DOOR SWEEP

SCALE: 3" = 1'-0"27 HOLD OPEN DOOR STRIKE RATED CONDITION

SCALE: 3" = 1'-0"26 INTERIOR STORERONT SILL

SCALE: 3" = 1'-0"30 ALUM. ACOUSTICAL INTERIOR DOOR - HEAD OR JAMB

SCALE: 3" = 1'-0"10 ALL GLASS INTERIOR PIVOT DOOR - HEAD & SILL

SCALE: 3" = 1'-0"28 INTERIOR STOREFRONT - JAMB AT DOOR

SCALE: 3" = 1'-0"22 DOOR THRESHOLD AT TILED FLOOR

EDGE STRIP

RESILIENT FLOORING

A- RESILIENT FLOORING / CARPET

CARPET

TOP OF SLAB

RUBBER REDUCER STRIP

B-RESILIENT FLOORING / SEALED CONCRETE

RESILIENT FLOORING

SEALED CONCRETE

TOP OF SLAB

1:2 B

EV

EL

, T

YP

1/2

" M

AX

. W

VE

RT

IC

AL

, T

YP

1/4

" M

AX

#10 SMS @ 16" OC MAX

#10 SMS @ 18" OC

4" 16GA STUD

0'

2"

S C

H E

D U

LE

D

O

PE

N

IN

G

BACKING TYPE 2 OVER DOOR OPENING

SEE A4/A-551

0' - 2" 0' - 2"SCHEDULED OPENING

CLR

1-1/2".

CLR

0' - 1 1/2"

AT OPENING POSITION

32" MIN CLEAR

2 1 /2"

1'- 6"

5'- 6"

T

RA

NS

LU

CE

NT

F

ILM

1'- 6"

8'- 6"

3'-6 1/8" 1'-6"

5'-0"

A A

PANIC HARDWARE

10" MIN. PER ABA

NOTE:SIMALAR TO DOOR TAG 118-1,

126-1, 131-1, AND 126-2.

ENTRANCE FLOOR GRID

W/ RUBBER INSERT

RESILIENT FLOORING

ALIGN

FINISH FLOOR

DEPRESSED SLAB

1 7 /8" on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

1 2 3 4 5 6

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

7 8 9

VA FORM 08-6231, OCT 1978

Date

Approved: Project Director

Drawing Title: Project Title:

Location

Project Number:

Building Number:

Drawing Number:

Checked Drawn

ARCHITECT/ENGINEERS

STAMP

Office of Facilities

Management

Dwg. of

ONLY WET SIGNED DOCUMENTS CONSTITUTE ADVANCE DESIGN CONSULTANTS, INC.

PROFESSIONAL WORK AND BECAUSE OTHER REPRODUCIBLE DOCUMENTS MAY BE

EASILY ALTERED WITHOUT THE CONSENT OF ADVANCE DESIGN CONSULTANTS, INC.,

THE WET SIGNED DOCUMENTS MUST BE REFERRED TO FOR THE ORIGINAL AND

CORRECT INFORMATION. IF THERE ARE ANY DIFFERENCES BETWEEN THE WET

SIGNED DOCUMENTS AND ANY OTHER DOCUMENTS, THE WET SIGNED DOCUMENTS

SHALL GOVERN.

ADVANCE DESIGN CONSULTANTS, INC. IS NOT RESPONSIBLE FOR ANY

MODIFICATIONS MADE TO OUR DOCUMENTS BY ANYONE OTHER THAN AUTHORIZED

REPRESENTATIVES OF ADVANCE DESIGN CONSULTANTS, INC.

PO# 13-308-39

ATTENTION:

KEY PLANCONSULTANTS:

95% CONSTRUCTION DOCUMENTS (14-272) 11/7/17

5/4/18

1 9 A

G

FINAL ISSUE FOR BID

FINAL BID DOCUMENTS (14-273) 3/9/18

FINAL ISSUE FOR BID (14-276) 5/4/18

D:

\R ev itL oc als

\A

9_

Pr im ar yC ar e_

CO

NT

AI

NE

R1 7_ do lse n@ ra tcl iffa rch .co m.

rvt

5/4/2018 11:55:07 AM

AS8.4

FIRE RATED WINDOW & DOOR SILL DETAILS CONSTRUCT PRIMARY CARE SERVICES

BLDG.

612-400

10535 HOSPITAL WAY MATHER, CA.

Checker Author

SCALE: 6" = 1'-0"30 TRANSITION DETAILS

SCALE: 3" = 1'-0"25 SLIDING DOOR @ HEAD, TYPICAL

SCALE: 3" = 1'-0"27 SLIDING DOOR @ JAMB, TYPICAL

SCALE: 1/2" = 1'-0"54

INTERIOR STOREFRONT @

COMMONS/LOBBY 101 - WEST

SCALE: 3" = 1'-0"28 WALK OFF MAT TRANSITION TO RESILIENT FLOORING

TYPICAL COMPRESSION STRUT

PER TYPICAL NOTES AND LAYOUT

PLAN - SEE DETAIL THIS SHEET

TYPICAL BRACING WIRE CLUSTER

PER TYPICAL NOTES & LAYOUT

PLAN - SEE DETAIL THIS SHEET

TYPICAL HANGER WIRE PER

TYPICAL NOTES AND LAYOUT

PLAN

CROSS RUNNER

MAIN RUNNER

LAY-IN CELING

PANELS AS

SPECIFIED

TYPICAL COMPRESSION STRUT PER

TYPICAL NOTES AND

LAYOUT PLAN - SEE DETAIL THIS SHEET.

TYPICAL BRACING WIRE

CLUSTER PER TYPICAL NOTES AND

LAYOUT PLAN - SEE DETAILS THIS SHEET

TYP HANGER WIRE PER TYPICAL

NOTED AND LAYOUT PLAN

MAIN RUNNER PER TYPICAL

NOTES AND LAYOUT PLAN

FURRING CHANNELS PER TYPICAL

NOTES AND LAYOUT PLAN

GYP BOARD CEILING

'-0

" M

AX

B

ET

W

EE

N

BR

AC

IN

G 6'-

0" M

AX

6" MAX HANGERS

BR

AC

IN

G

FR

OM

W

AL

L

FROM WALLS - TYP

9GA MAIN RUNNER HANGER

WIRE @ 4'-0" O.C. - TYP.

COMPRESSION STRUT AND 12GA

4-WAY SPLAY WIRE BRACING

SEE TYPICAL NOTES AND DETAILS

MAIN RUNNER - 0.475 LBS./FT 1-1/2"

COLD-ROLLED CHANNEL @ 36"

O.C. TYP.

FURRING CHANNEL - 25GA

7/8" @ 24" O.C. TYP.

FACE OF WALL, TYP.

NOTE: SEE TYPICAL NOTED AND

DETAILS THIS SHEET FOR

ADDITIONAL DETAIL12'-0" MAX BETWEEN BRACINGBRACING 6'-0" MAX

FROM WALL

8" M

AX

SMALLER OF 8" MAX. OR 1/4

OF THE LENGTH OF THE

END TEE

BR

AC

IN

G

6'- 0"

M

AX

'-0

" M

AX

B

ET

W

EE

N

BR

AC

IN

G

12'-0" MAX BETWEEN BRACINGBRACING 6'-0" MAX

FR

OM

W

AL

L

FROM WALL

12GA HANGER WIRE @ 4'-0"

O.C. EACH WAY TYP.

COMPRESSION STRUT AND 12GA

4-WAY SPLAY WIRE BRACING

SEE TYPICAL NOTES AND DETAILS

CROSS RUNNER - TYP.

MAIN RUNNER - TYP.

FACE OF WALL, TYP.

NOTE: SEE TYPICAL NOTES AND

DETAILS THIS SHEET FOR

ADDITIONAL DETAIL

TYPICAL SUSPENDED GYPSUM BOARD CLG NOTES

GENERAL :

GYP BOARD SUSPENDED CEILING SYSTEMS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PROVISIONS OF TITLE 24, CCR, AND THE FOLLOWING INTERPRETATIONS MAY BE USED AS ADDITIONAL GUIDELINES.

MATERIALS :

MATERIALS ARE TO COMPLY WITH APPLICABLE CBC STANDARDS, GYPSUM BOARD IS ONE LAYER OF 5/8".

DESIGN :

FOR LATERAL LOAD, REFER TO CBC, CHAPTER 16A AND ASCE 7-05, THE WEIGHT OF THE SUSPENDED CEILING SHALL NOT

BE LESS THAN 4 POUNDS PER SQUARE FOOT FOR DESIGN PURPOSES.

DETAILS OF CONSTRUCTION :

GYP BOARD CEILINGS SHALL NOT SUPPORT MATERIALS OR BUILDING COMPONENTS OTHER THAN AIR CONDITIONING/ HEATING GRILLS OR LIGHT FIXTURES, ALL SUCH COMPONENTS SHALL BE SUPPORTED EITHER DIRECTLY FROM MAIN RUNNERS, OR BY SUPPEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS, NO VERTICAL LOADS OTHER THAN

GYP. BOARD DEAD LOAD SHALL BE APPLIED TO CROSS-FURRING.

VERTICAL SUPPORT SYSTEM :

THERE ARE MANY POSSIBLE VARIATIONS OF HANGER AND MAIN RUNNER SIZES AND SPACINGS LISTED IN CBC TABLE NO.

25A-A, AND ALL OF THE COMBINATIONS ARE ACCEPTABLE. HOWEVER, THE MAIN RUNNERS THAT ARE MOST FREQUENTLY

USED ARE 1-1/2" COLD ROLLED CHANNELS, 0.475 LBS/FT.

THIS IS ACCEPTABLE PROVIDED THE FOLLOWING REQ'S ARE MET:

VERTICAL HANGER WIRES ARE NO.9 GAGE AND GALVANIZED SOFT-ANNEALED STEEL.

CROSS-FURRING MAY BE 7/8", 25 GAGE GALVANIZED HAT SECTIONS AT 24" O.C.MAX.

MAIN RUNNERS SHALL BE SPACED @ 3'-0" OC, AND HANGER WIRES SHALL BE SPACED

@ 4'-0" OC MAX.

HANGERS SHOULD BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS.

CROSS-FURRING SHOULD BE SADDLE-TIED TO THE MAIN RUNNERS WITH ONE STRAND OF NO.16 OR TWO STRANDS OF

NO. 18 GAUGE TIE WIRE.

MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 12" MINIMUM AND TYING NEAR EACH END

WITH DOUBLE LOOPS OF NO.16 GAUGE WIRE.

FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE, WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1 1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT

AS POSSIBLE.

SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.

WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED BY TESTING LABORATORY FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED BY TESTING LABORATORY FOR 440 POUNDS IN TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR

DRILLED-IN ANCHOR FAILS, SEE SECTION CBC 1908A.1.47.

PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTION TO TYPICAL HANGER SPACING.

PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREA. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING

WIRES.

SUPPORT AND ANCHORAGE OF LIGHT FIXTURES AND MECHANICAL SERVICES :

ALL RECESSED OR DROP-IN LIGHT FIXTURES, CEILING MOUNTED MECHANICAL AIR TERMINALS & SERVICES SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS, AND POSITIVELY ATTACHED WITH SCREWS OR OTHER APPROVED CONNECTIORS.

SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF

MATERIAL WITH A MINIMUM OF 14 GAUGE. ROTATIONAL SPRING CLAMPS DO NOT COMPLY.

LATERAL SYSTEM :

SEE SUSPENDED PANEL CEILING NOTES #6 AND #9 FOR CRITERIA.

1.

2.

3.

4.

5.

6.

7.

TYPICAL SUSPENDED CEILING NOTES

THE TYPICAL SUSPENSION DETAILS ON THIS SHEET REPRESENT THE GRID AS A CONVENTIONAL TEE-SECTION BUT

SHALL APPLY TO OTHER SECTION PROFILES ( BOX, REVEAL, ETC) SPECIFIED.

PROVIDE 12 GA. (MIN.) HANGER WIRES AT 4'-0" O.C. MAX. ALONG MAIN RUNNERS. HANGER WIRES SHALL NOT

EXCEED 1:6 OUT OF PLUMB AND NOT BEAR AGAINST OBSTRUCTIONS.

PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" OF THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA.

PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER

SPACING. PROVIDE BRACING AT ANY CHANGE OF CEILING PLANE.

CEILING RUNNERS MUST BE ATTACHED TO TWO ADJACENT WALLS. RUNNERS SHALL REMAIN FREE TO MOVE AT

LEAST 3/4" ALONG THEIR LENGTH AT OTHER TWO ADJACENT WALLS.

WHERE CEILING AREAS EXCEED 1,000 SQUARE FEET, PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND FOUR (4) 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT 12 FEET BY 12 FEET ON CENTER. PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN 1/2 THIS SPACING FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING, SHALL BE TAUT WITHOUT CAUSING THE CEILING TO LIFT, AND SHALL NOT BEAR AGAINST OBSTRUCTIONS. SPLICES IN BRACING WIRES ARE NOT

PERMITTED WITHOUT SPECIAL AGENCY APPROVAL.

FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS, FASTEN BRACING WIRES WITH 4 TIGHT TURNS.

MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER

OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE.

ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS OR SERVICES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS OR APPROVED

FASTENERS ARE REQUIRED.

FLUSH OR RECESSED LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. AND MECHANICAL TERMINALS WEIGHING LESS THAN 20 LBS. MAY BE SET UPON AND LEVELED BY THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, IT MUST HAVE A MINIMUM OF TWO 12 GA. SLIGHTLY-SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE SIMILAR RUNNER HANGERS. ALL LIGHT FIXTURES SHALL ALSO BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM TO RESIST A FORCE

EQUAL TO THEIR WEIGHT IN ANY DIRECTION.

ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.

ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE MUST BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE ABOVE BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE OR BY OTHER APPROVED METHOD. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE

ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.

ALL FIXTURES AND AIR TERMINALS SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES, EACH ATTACHED TO THE FIXTURE OR

TERMINAL AND TO THE STRUCTURE ABOVE.

SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVDE ADDITIONAL

SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER.

SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE THE HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. A BRACING ASSEMBLY IS

REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING.

METAL PANELS AND PANELS WEIGHING MORE THAN 1/2 PSF (OTHER THAN ACOUSTICAL TILE) ARE TO BE

POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS.

WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED BY TESTING LABORATORY FOR 200 POUNDS OF TENSION.

WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED BY TESTING LABORATORY FOR 440 POUNDS IN TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, SEE SECTION CBC 1908A.1.47.

1.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

2.

15.

SCHEDULED PARTITION

CEILING MAIN OR CROSS RUNNER

LAY-IN CEILING PANEL

HANGER WIRE PER TYPICAL NOTES

SPECIFIED CEILING EDGE TRIM

SCREWED TO PARTIITON -

HORIZ LEG 7/8" MIN - NO POP

RIVETS TO RUNNERS

RUNNER END RETAINING CLIP PER

ICC ESR-1308 or ESR-1222. LOCK

TO EDGE TRIM & TIGHTEN SCREW

THROUGH CLIP TO RUNNER TO

RESTRICT MOVEMENT AT TWO

ADJACENT SIDES OF ROOM - AT

OTHER TWO ADJACENT SIDES

INSTALL SCREW TO ALLOW 3/4"

RUNNER MOVEMENT EACH

DIRECTION - NO RUNNER

SPREADER BARS REQUIRED IN

CONJUNCTION W/ CLIP.

ALTERNATE BRACING WIRE

ATTACHMENT WHERE REQ'D - 1

1/2" X 16 GA CHANNEL. ANCHOR

TO 3 STUDS MIN W/ (2) #10 SMS

EA STUD TYP - TIE WIRE

AROUND CHANNEL NOT MORE

THAN 6" FROM CENTER STUD

45°

8" MAX TYP

6" U

ON

6" T

YP

U

ON

45° TYP

3" MAX.

6" MAX.

1/2" TYP.

ALTERNATE BRACING WIRE

ATTACHMENT WHERE REQ'D - 1-

1/2" X 16GA CHANNEL. ANCHOR TO

3 STUDS MIN. W/(2) #10 SMS EA.

STUD TYP. - TIE WIRE AROUND

CHANNEL NOT MORE THAN 6"

FROM CENTER STUD

MAIN CEILING RUNNER -

HANG TO WITHIN 6" WHEN

PARALLEL W /WALL

HANGER WIRE - SEE TYP.

NOTES

FURRING CHANNEL - EXTEND TO

WITHIN 3" WHEN PERP. TO WALL

GYP BOARD

45°

MAX TYP.

INSTALL COMPRESSION STRUT

WITHIN 2" OF CROSS RUNNER -

SEE TYP. STRUT DETAIL ON THIS

SHEET FOR ADDITIONAL DETAIL

TYP. FOUR-WAY SPLAY BRACING

WIRE - INSTALL W/ MAX. 45-

DEGREE ANGLE FROM CEILING

MAIN RUNNER

SADDLE TYP. PER TYPICAL

NOTES

FURRING CHANNEL

2"

INSTALL COMPRESSION STRUT

WITHIN 2" OF CROSS RUNNER -

SEE TYP. STRUT DETAIL THIS

SHEET FOR ADDITIONAL DETAIL

NOTE: COMPRESSION STRUT MAY

NOT REPLACE HANGER WIRE

COMPRESSION STRUT AND

BRACING MAY BE OMITED @

CEILINGS OF 144 SF IN AREA (96 SF

@ FIRE-RESISTIVE ASSEMBLIES)

WHEN TWO SIDES ARE ATTACHED

TO THE PERIMETER WALL

MAIN RUNNER

TYP. FOUR-WAY SPLAY BRACING

WIRE TO MAIN RUNNER - INSTALL

W/ MAX 45-DEGREE ANGLE FROM

CEILING

CROSS RUNNER

MAX

STUD COMPRESSION STRUT, TO

STRUCTURE ABOVE. SEE A1/-

FOR ATTACHMENT

NOTE: COMPRESSION STRUT

SHALL NOT REPLACE HANGER

WIRE

CROSS TEE

STRONGBACK

HANGING

CHANNELS TO

12" FROM EDGE

OF CEILING (AS

OCCUR, SEE

PLAN)

MAIN RUNNER

STUD BRACE @ 45° TO

HORIZ. ATTACH TO

COMPRESSION STRUT

W/ (2) #10 SMS AND TO

DECK ABOVE PER A1/-

45°

"T" ASSEMBLY AS OCCURS- SEE

TABLE

STUD BRACE @ 45° TO HORIZ.

ATTACH TO COMPRESSION

STRUT W/ (2) #10 SMS AND TO

DECK ABOVE PER A1/-

BRACE/STUD MAX SPAN TABLE

45°

#8x9/16" SHARP POINT SMS

INTO HOLES EA. SIDE OF MAIN

RUNNER

12ga WIRE TO STRUCTURE

ABOVE

162S125-33 11'-4" 7'-4" 250S162-43 17'-0" 10'-4" 400S162-43 24'-6" 10'-0"

STUD SIZE DBL SINGLE

(1) 1-1/4" POWDER-ACTUATED

DEVICE PIN - CENTER @ FLUTED

DECKS

NOTE: ANCHOR SIMILARLY TO

STRUCTURAL STEEL MEMBERS

SUBSTITUTE (2) #8 SDST SCREWS

@ 20GA MIN. UNFILLED DECK OR

OTHER SHEET STEEL

CUT WEB AND FOLD STUD @ TOP

ANCHORAGE WHERE ALIGNED

UNDER BOTTOM FLUTE AS

INDICATED -

OTHERWISE USE OPTION 'B'

MINIMUM 4" 18 GA C-STUD OR

TRACK VERTICAL COMPRESSION

STRUT ADJACENT TO BRACING

WIRE PER B3 & D2/A-570

FASTEN STRUT TO MAIN RUNNER

OF EITHER SUSPENDED CEILING

SYSTEM W/ (2) #8 SDST SCREWS

OPTION 'A'

OPTION 'B'

MINIMUM 4" 18 GA TRACK -

ANCHOR TO CENTER OF EA

BOTTOM FLUTE W/ (1) 1-1/4"

POWDER-ACTUATED

DEVICE PINS

#8 SMS EA SIDE

MIN

1"

MIN

1"

MIN

1"

MAX

1"

6" TYP

48" MIN SPAN - 96" MAX SPAN

DUCT OR OTHER OBSTRUCTION

STRUCTURE ABOVE

TYP. HANGER WIRES

(2) 1-1/2" STEEL CHANNELS SET

BACK TO BACK. FASTEN

TOGETHER PRIOR TO WRAPPING

WITH WIRE HANGERS.

TYP. HANGER WIRES

MAIN RUNNER

SUSP. GYP. BD. CEILINGSUSP. PANEL CEILING

90° CEILING CLIP SIM TO TYP

CONDITION AT DECK - 0.157" DIA. x

1-1/4" POWDER ACTUATED

FASTENER - HILTI "X-U 32" OR

APPROVED EQUAL (NO TESTING

REQUIRED @ ANCHORS IN STEEL)

HANGER WIRE PER TYP NOTES

45° CEILING CLIP SIM TO TYP

CONDITION AND DECK - SCREW

FASTENED ONLY

BRACING WIRE PER TYP NOTES

CONC FILLED STEEL DECK

STEEL ROOF DECK - NO CONC FILL

NOTE: NO TESTING REQUIRED

INSULATION OVER STEEL DECK

20GA MIN. STEEL DECK

2-#8 X 1/2" SELF TAPPING SCREWS

STEEL STRAP 3" WIDE X 4" LONG X

12GA MIN.

BRACING WIRE PER TYP. NOTES

#3 X 12"

REBAR

VERTICAL HANGER WIRE, TIE

TO #3 REBAR WITH 3 WRAPS

AROUND REBAR AND 1 WRAP

AROUND WIRE

SHOT-IN OR 3/8" DIA. HITLI KBTZ

EXPANSION ANCHOR @ CENTER

OF BOTTOM FLUTE

3/8" DIA. HILTI KBTZEXPANSION

ANCHOR ONLY @ BRACING

WIRE

NOTE: SUBMIT ANCHORS AND

TEST TO MEET CRITERIA LISTED

IN TYPICAL SUSPENDED PANEL

CEILING NOTES THIS SHEET

BRACING WIRE PER TYP. NOTES

12GA 45° AND 90° ANCHOR CLIPS -

MIN. 1" X 1" X 1"W

HANGER WIRE PER TYP. NOTES

2-1/2" STUD BRACES ALTERNATING

DIRECTIONS- FASTEN TO EA STUD

W/ (2) #10 SMS

FULL-HEIGHT PARTITION PER

FLOOR PLAN

5/8" GYP BD ON 2-1/2" C-STUD JOIST @

16" OC - FASTEN TO SUSPENDED

STUDS W/ (3) #10 SMS

CONTINUOUS 20 GA 1-1/2"

CORNER ANGLE

5/8" GYP BD ON SUSPENDED STUD

PER TYPICAL SUSPENDED STUD

DETAIL - ADDITIONAL CROSS-BRACING

NOT REQ'D - 7'-6" MAX DROP

SEE RCP

SEE RCP

CEILING ASSEMBLY PER

RCP

CONT TRACK - FASTEN TO

EA FULL-HEIGHT WALL STUD

W/ (2) #10 SMS

6' MAX

SEE RCP

SCALE: ISOMETRIC - NTS7 SUSPENDED TILE CEILING - ISOMETRIC VIEW

SCALE: DIAGRAMATIC ISOMETRIC - NTS14 SUSPENDED GYP BD CEILING ATTACHED TO WALLS - ISOMETRIC

SCALE: DIAGRAMATIC PLAN - NTS10 SUSPENDED GYP BOARD CEILING DIAGRAM

SCALE: DIAGRAMATIC PLAN - NTS2 SUSPENDED TILE CEILING DIAGRAM

SCALE: 3" = 1'-0"6 TYP SUSP PANEL CLG PERIMETER-FIXED & FREE ENDS

SCALE: 3" = 1'-0"13 TYP SUSP GYP BD CLG PERIMETER

SCALE: ISOMETRIC - NTS12 TYP SUSP GYP BD CLG BRACING/STRUT @ RUNNER

SCALE: ISOMETRIC - NTS5 TYP SUSP PANEL CLG BRACING/STRUT @ RUNNER

TYPICAL SUSPENDED GYPSUM BOARD CEILING DETAILS TYPICAL SUSPENDED LAY-IN PANEL CEILING DETAILS

SCALE: ISOMETRIC - NTS1 SUSPENDED CEILING BRACING/STRUT AT TILE CEILING

SCALE: 3" = 1'-0"3 COMPRESSION STRUT

SCALE: 3" = 1'-0"4 TRAPEZE SUPPORT

SCALE: 3" = 1'-0"8 WIRE ATTACHMENTS TO STRUCTURAL STEEL

SCALE: 3" = 1'-0"9 TYP WIRE ATTACHMENTS TO DECK (ALL SUSP CLG)

on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

1 2 3 4 5 6

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

7 8 9

VA FORM 08-6231, OCT 1978

Date

Approved: Project Director

Drawing Title: Project Title:

Location

Project Number:

Building Number:

Drawing Number:

Checked Drawn

ARCHITECT/ENGINEERS

STAMP

Office of Facilities

Management

Dwg. of

ONLY WET SIGNED DOCUMENTS CONSTITUTE ADVANCE DESIGN CONSULTANTS, INC.

PROFESSIONAL WORK AND BECAUSE OTHER REPRODUCIBLE DOCUMENTS MAY BE

EASILY ALTERED WITHOUT THE CONSENT OF ADVANCE DESIGN CONSULTANTS, INC.,

THE WET SIGNED DOCUMENTS MUST BE REFERRED TO FOR THE ORIGINAL AND

CORRECT INFORMATION. IF THERE ARE ANY DIFFERENCES BETWEEN THE WET

SIGNED DOCUMENTS AND ANY OTHER DOCUMENTS, THE WET SIGNED DOCUMENTS

SHALL GOVERN.

ADVANCE DESIGN CONSULTANTS, INC. IS NOT RESPONSIBLE FOR ANY

MODIFICATIONS MADE TO OUR DOCUMENTS BY ANYONE OTHER THAN AUTHORIZED

REPRESENTATIVES OF ADVANCE DESIGN CONSULTANTS, INC.

PO# 13-308-39

ATTENTION:

KEY PLANCONSULTANTS:

95% CONSTRUCTION DOCUMENTS (14-272) 11/7/17

5/4/18

1 9 A

G

FINAL ISSUE FOR BID

FINAL BID DOCUMENTS (14-273) 3/9/18

FINAL ISSUE FOR BID (14-276) 5/4/18

D:

\R ev itL oc als

\A

9_

Pr im ar yC ar e_

CO

NT

AI

NE

R1 7_ do lse n@ ra tcl iffa rch .co m.

rvt

5/4/2018 11:55:10 AM

AS8.5

TYPICAL CEILING DETAILS CONSTRUCT PRIMARY CARE SERVICES

BLDG.

612-400

10535 HOSPITAL WAY MATHER, CA.

PT DO & KF

SCALE: 1 1/2" = 1'-0"11 PERIMETER GYP BD SOFFIT DETAIL

ALIGN

B. DECK PERPENDICULARA. DECK PARALLEL

METAL DECK W/O

CONC.

CONT. 12"x16 GA.

CLOSURE PLATE OVER 3

FLUTES

#12 SMS @ 12" O.C.

#8 SMS EA. SIDE

#12 SMS @ 12" O.C.

#12 SMS @ 24" CC, BOTH

SIDES

SLOTTED TRACK

TRACK

TRACK

SLOTTED TRACK

5/8" GYP. BD.

7/8" FURRING CHANNELS @

24"O.C., MAX.

#10 HI-LO TYPE S BUGLE HEAD

SCREWS @ 12"O.C. MIN. 3/8" FROM

GYP. BOARD EDGE

TRIM ANGLE, PAINT TO

MATCH

3/4"

1 1/2" CHANNELS @ 48"

O.C. (1.12 #/FT.)

8 GA. HANGER WIRES

@ 4'-0" O.C.

GALVANIZED WIRE FURRING

CHANNEL CLIPS (ALT.

SIDES)

#12 SPLAY WIRES @ 8'

x 12' GRID PATTERN

COMPRESSION

STRUT NOT

SHOWN FOR

CLARITY. SEE

DETAIL A1

45.00 MAX45

.00

M

AX

1/2" CLR. SLIP JOINT

6" MAX.

3/4"

7/8" 20GA FURRING CHANNEL

12 GA HANGER / BRACING WIRES WITH MIN 4 TIGHT

TURNS IN 1 1/2". FOR CONNECTION TO STRUCTURE

ABOVE SEE D3

NESTED RUNNER CHANNELS - SECURE

WITH (6) 1/8" POP RIVETS, TOP AND

BOTTOM

GYP BOARD

24" MIN TYP

MAIN OR CROSS RUNNER

ACOUSTICAL PANEL

(SHOWN DASHED) - SEE RCP

12 GA HANGER/BRACING

WIRES

WITH MIN 3 (OR 4) TIGHT

TURNS

IN 1 1/2". FOR CONNECTION TO

STRUCTURE ABOVE SEE XX

10 GA SM SPLICE - FASTEN

TO EACH RUNNER WITH (6)

1/8"

POP RIVETS (3 EA SIDE)

12" MIN 12" MIN

#12 GA. SPLAY WIRE AT MIN. 2

DIAGONAL CORNERS

SHEET METAL HOLD DOWN

CLIPS AT ALL (4) CORNERS

ACOUSTIC PANEL CEILING

#12 GA. HANGER WIRES AT 4'-0"

O.C. ATTACH TO GRID MEMBERS

WITHIN 3' OF EACH CORNER OF

LIGHT FIXTURE

#8 GA. WIRE AT EACH CORNER TOTAL OF

FOUR (4) REQUIRED

GYP BD

METAL STUD @ 2'-0" O.C.

(3) #10 SMS

SUSPENDED CEILING - REFER

TO RCP FOR TYPE AND

HEIGHT

BRACE @ 4'-0" OC FOR

CONNECTION TO STRUCTURE

ABOVE SEE C3/A9.04

3 5/8" 20 GA STUD BEYOND

45°

2'- 0"

M

AX

VARIES SEE RCP

PROVIDE MIN. 6" CLEARANCE

BETWEEN WIRES AND UNBRACED

DUCTS, PIPES, CONDUITS, ETC.

12 GA. SPLAY WIRE AT

8" x 12" GRID PATTERN8 GA. HANGER

WIRES @ 4'-

0"O.C.

#8 x 3/4" SELF-TAPPING SCREWS

AT SPLAY WIRE PARALLEL TO

RUNNER

MAIN RUNNER

1 - 16 GA. OR 2 18 GA. WIRES

W/SADDLE TIE & 2 TWISTS OR

APPROVED FURRING CLIP AT

EACH INTERSECTION

CROSS FURRING

2" MAX.

SADDLE

TIE TYP.

M

AX

2'-0"

3 5/8"X20 GA STUD BEYOND

(3) #10 SMS TYP

ACOUS CEILING PANEL - SEE

RCP FOR HEIGHT

(4) #10 SMS

CORNER BEAD

12 GA HANGER/BRACING

WIRES WITH MIN 4 TIGHT

TURNS IN 1 1/2"

CEILING SYSTEM WALL ANGLE

GYP BOARD CEILING

SHADOW MOLDING

ALUM TRIM

3 5/8" 20 GA

BOTTOM

TRACK

3 5/8" 20 GA

METAL STUD

AT 16" OC

DIM PT

SEE RCP

DIM PT

SEE RCP

6"

ALUMINIUM CURTAIN

WALL MULLION W/

EXTENDED CAP

EXTERIOR GLAZING

METAL STUD WALL, SEE

PLAN, 8" SHOWN

FACE OF PLASTER

FINISH BEYOND

3"

T.O. CURTAIN WALL

+12'-0"

CEILING

SEE RCP

B.O. WOOD CLG.

SEE RCP

MOTORIZED WINDOW

SHADE

LINEAR DIFFUSER SLOT,

SEE MED

WOOD CEILING

SEE DETAIL 12 THIS

SHEET FOR

ADDITIONAL INFO

VERIFY WITH RCP

12 GA HANGER/BRACING

WIRES WITH MIN 4 TIGHT

TURNS IN 1 1/2"

PROJECTION SCREEN

SUSPENDED CEILING,

SEE RCP FOR TYPE

6 1 /2"

3/8" THREADED ROD WITH

CHANNEL STIFFNER MOUNT TO

METAL DECK. REFER

STRUCTURAL DETAIL FOR MORE

INFO SEE SSD

DIM PT

SEE RCP

9 1/4"

6"

FOR CONFIGURATION OF

FINISHED CEILING (DOTTED),

SEE R.C.P.

FINISHED CEILING (DOTTED)-

SEE SOFFIT DETAILS

3 5/8" 20 GA. TRACK FOR

CONNECTION TO

STRUCTURE

B-ELEVATION

3 5/8" 20 GA. METAL

TRACK

3 5/8" 20 GA. STUD HANGERS

AT ENDS AT 4'-0" O.C.

3 5/8" STUD DIAG. BRACING AT EACH

END - WELD TO 16 GA. STUDS W/ 1"

LONG 1/16" FILLET WELD SCREW TO 20

GA. STUDS w/ #10 S.M.S.

3 5/8" 20 GA. TRACK

3 5/8" 20 GA. HANGERS AT 16" O.C.

BETWEEN16 GA. HANGERS

3 5/8" 20GA. STUD BRACES AT 4'-0"

O.C. STAGGERED - SCREWED TO 16

GA. HANGERS

A-SECTION

3 5/8" 20 GA. METAL STUD

BRACES AT 4'-0"

STAGGERED MAX BRACE

LENGHTH = 8'-0"

3 5/8" 20 GA. METAL STUDS

AT 16" O.C.TYP. (16 GA. AT

48")

2 #10 S.M.S. AT STUD TO

STUD CONNECTIONS (TYP.)

° 45°

(3) #10 SMS

FASTEN TOP & BOTTOM TRACKS

TO EA STUD W/ (2) #10 SMS

CONT 3 5/8"X20GA TRACK

ATTACH TO DECKING WITH (2)

1/4"� HILTI KB-3 EXPANSION

BOLTS - 2" MIN EMBEDMENT

USE #12 SMS WHERE NO

CONC. OCCURS

20 GA TRACK W/ (2) #12

SMS TO EACH PLATE

CONTINUOUS 14 GA SHEET METAL

PLATE - WIDTH TO COVER (2)

DECK FLUTES - ANCHOR TO CENTER

OF FLUTES W/ 1/4" EXPANSION

ANCHORS @ 16" O.C.

4x4x14 GA ANGLE - ANCHOR

TO CENTERS OF TWO FLUTES

3 5/8" STUD KICKERS @

4'-0" O.C. MAX.

SUSPENDED STUDS @ 16

O.C. - 3-5/8" WIDTH

UNLESS OTHERWISE NOTED

NOTES:

1. REFER TO SPECIFICATIONS

OR TYPICAL PARTITION FRAMING

NOTES FOR STUD GAUGES.

2. HEADER ASSEMBLY &

CRIPPLE STUDS MAY BE

SUBSTITUTED FOR SUSPENDED

FRAMING PER TYPICAL

PARITITION FRAMING DIAGRAM

WHERE SPANS COMPLY WITH

TYPICAL HEADER LIMITATIONS

" M

AX

6'-

6" M

AX

45°

SSD

RAIL BY MFR

CEILING, SEE RCP

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

ANGLE MOLDING ON BOTH SIDES

P1001, SCREW TO UNISTRUT W/

#10 SMS @ 12" OC

UNISTRUT, SSD. ACTUAL POSITION TO BE

VERIFIED WITH EQUIPMENT SUPPLIER.

PAINT ALL EXPOSED SURFACES COLOR TO

MATCH FINISH CEILNG TEE RUNNERS, TYP

PROVIDE END CAPS, P2860, TYP

CLG HT

SEE RCP

on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

1 2 3 4 5 6

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

7 8 9

VA FORM 08-6231, OCT 1978

Date

Approved: Project Director

Drawing Title: Project Title:

Location

Project Number:

Building Number:

Drawing Number:

Checked Drawn

ARCHITECT/ENGINEERS

STAMP

Office of Facilities

Management

Dwg. of

ONLY WET SIGNED DOCUMENTS CONSTITUTE ADVANCE DESIGN CONSULTANTS, INC.

PROFESSIONAL WORK AND BECAUSE OTHER REPRODUCIBLE DOCUMENTS MAY BE

EASILY ALTERED WITHOUT THE CONSENT OF ADVANCE DESIGN CONSULTANTS, INC.,

THE WET SIGNED DOCUMENTS MUST BE REFERRED TO FOR THE ORIGINAL AND

CORRECT INFORMATION. IF THERE ARE ANY DIFFERENCES BETWEEN THE WET

SIGNED DOCUMENTS AND ANY OTHER DOCUMENTS, THE WET SIGNED DOCUMENTS

SHALL GOVERN.

ADVANCE DESIGN CONSULTANTS, INC. IS NOT RESPONSIBLE FOR ANY

MODIFICATIONS MADE TO OUR DOCUMENTS BY ANYONE OTHER THAN AUTHORIZED

REPRESENTATIVES OF ADVANCE DESIGN CONSULTANTS, INC.

PO# 13-308-39

ATTENTION:

KEY PLANCONSULTANTS:

95% CONSTRUCTION DOCUMENTS (14-272) 11/7/17

5/4/18

1 9 A

G

FINAL ISSUE FOR BID

FINAL BID DOCUMENTS (14-273) 3/9/18

FINAL ISSUE FOR BID (14-276) 5/4/18

D:

\R ev itL oc als

\A

9_

Pr im ar yC ar e_

CO

NT

AI

NE

R1 7_ do lse n@ ra tcl iffa rch .co m.

rvt

5/4/2018 11:55:13 AM

AS8.6

INTERIOR DETAILS - CEILINGS CONSTRUCT PRIMARY CARE SERVICES

BLDG.

612-400

10535 HOSPITAL WAY MATHER, CA.

SCALE: 1" = 1'-0"9 TRACK TO DECK WITHOUT CONCRETE

SCALE: 1" = 1'-0"20 CEILING SUSPENDED GYP BD - AT SLIP JOINT1

SCALE: 1" = 1'-0"19 CEILING SUSPENDED GYP BD - RUNNER SPLICE1

SCALE: 1 1/2" = 1'-0"7 ACOUSTIC PANEL RUNNER SPLICE

SCALE: 1" = 1'-0"10 LIGHT FIXTURE SUPPORT

SCALE: 1" = 1'-0"22 SUSPENDED HEADER DETAIL

SCALE: 1" = 1'-0"24 MAIN RUNNER AT CROSS FURRING

SCALE: 3" = 1'-0"36 CEILING SUSPENDED TILE - AT GYP BD SOFFIT1

SCALE: 3" = 1'-0"1 WALL - CURTAIN WALL HEAD AT 1ST FLOOR COMMONS/ LOBBY

SCALE: 3" = 1'-0"50 RECESSED CEILING MOUNTED PROJECTION SCREEN AT WALL

SCALE: 1" = 1'-0"12 SOFFIT FRAMING

SCALE: 3" = 1'-0"54 SUSPENDED STUD WALL TO DECK

SCALE: 1 1/2" = 1'-0"52 UNISTRUT SUPPORT DETAIL

24", U.O.N. 1"

SE

E

EL

EV

AT

IO

N

4"

3/4" DOOR

BACK SPLASH

TRASH RECEPTACLE,

OFOI

BASE AS

SCHEDULED,

SEE ELEV. DWG.

SEE ELEVATION

SE

E

EL

EV

AT

IO

N

DOOR PULL AS

SCHEDULED

COUNTERTOP AS

SCHEDULED

1"24", U.O.N.

SE

E

EL

EV

AT

IO

N

4"

1/4" BACKING

ON 1x WOOD

BLOCKING

BACK SPLASH

3/4" ADJUST.

SHELF ON PIN

STYLE SUPPORTS.

3/4" DOOR

BASE AS

SCHEDULED

1/2" EXP. ANCHOR W/ 2"

MIN.

EMBED @ 24" O.C. & 4"

FROM ENDS, TYP.

BASE AS SCHEDULED,

TYP.

4"

2"

FACE OF CABINET DOOR

OR DRAWER

FACE OF CABINET SIDE

BEYOND

2"

4"

A

B

ALIGN

VALANCE W/ PLASTIC

LAMINATE OVER

3/4" MDF

LINE OF FINISHED CEILING

3/4" FRONT PANEL W/ BRACES @ 24"

O.C. MAX, FASTENED TO CAB FROM

BELOW

3/4" DOOR WHERE SHOWN ON

ELEVATION

(1) 3/4" THK. ADJ. SHELVES

1/4" BACKING OVER 1x WOOD BLOCKING

UNDER CABINET LIGHTING WHERE

SHOWN ON ELEVATIONS AND ELECTRICAL

PLANS

FINISHED END PANEL (BEYOND) IS

SINGLE PIECE & ALIGNS W/ BOTTOM

EDGE OF DOOR

SE

E

EL

EV

AT

IO

N

SEE ELEVATION 1' - 2"

2"

C. CONDITION AT TOILET ROOM SINK COUNTERS

4"

1/2" THICK SOLID SURFACING

WITH 4" NOSE AND 1/8"

EASED EDGE

B. CONDITION AT STAFF LOUNGE

1/2" THICK SOLID SURFACING

W/ 1/8" EASED EDGE

1/2" REVEAL

DOOR, DRAWER, OR CLOSER

PANEL BELOW

1 1 /2"

1/2"

A. TYPICAL COUNTERTOP

1 1 /2"

1/2" THICK SOLID

SURFACING WITH 1/8"

EASED EDGE

" M

AX

SE

E

EL

EV

AT

IO

N

4"

2'-6" CLR. W/ DOORS IN OPEN POSITION, UON.

SEE ELEVATION

REINFORCE AS

NECESSARY

INTEGRAL TOE KICK W/ WALL

BASE APPLICATION - 3/4"

CLEARANCE FROM FINISH

FLOOR

NOTE: NO FRAME AT SINK BASE TO

ACCOMMODATE ACCESSIBILITY

REQ.

1"

24", U.O.N.

FIXED PANEL6-1/2" D. SINK

BASIN BEYOND

COUNTERTOP SURFACE

AS SCHEDULED

SINK BASIN

" C

LE

AR

M

IN

1/2" X 4" BACK SPLASH REFER TO

ELEVATIONS FOR MATERIAL

FINISH FLOOR

SEE FINISH SCHEDULE FOR

COUNTERTOP PROVIDE MDF

SUBSTRATE

" C

LE

AR

OCCURS AT

NON-SINK

DOUBLE DOOR

BASE

CABINETS

30" MIN. CLEAR FOR KNEE SPACE

9" M

IN

6" MAX.

8" MIN.

" M

IN

. C

LR

" M

IN

. C

LR

A

PR

ON

" M

AX

PROVIDE ACCESSIBLE CLEARANCES PER A-4.01

3 X 6 X 3/16" BASE PLATE - ANCHOR

TO CONCRETE FLOOR W/ (2) 3/8"

EXPANSION ANCHORS

SOLID SURFACE COUNTERTOP ON 3/4"

SUBBASE - FASTEN SUBBASE

TO EA SUPPORT BRACKET W/ (3)

SCREWS

SINK BASIN & PLUMBING - WHERE

OCCURS

MIRROR - WHERE OCCURS

2 X 2 X 3/16" STEEL ANGLE SUPPORT

BRACKET @ 48" OC MAX & EA SIDE OF

SINK CUT OUTS - CUT BEND & WELD AS

SHOWN

PROVIDE WHITE PVC INSULATED

PIPE COVER @ SINK WASTE PIPE

SCREW BRACKET LEG TO STUD W/

(2)- #14 TEK SCREWS - LOCATE

1" MIN. CLEAR FROM STUD PUNCH

OUTS - TYP. OF (2) SETS PER

BRACKET

FIN. FLR.

3/16 4"

" C

LE

AR

TOP SET BACKSPLASH TO MATCH

COUNTER - ADHERE TO WALL &

CAULK JOINT W/ MATCHING SANITARY

SEALANT - PROVIDE SIM

SIDE SPLASH WHERE COUNTER ABUTS

PARTITION

CAULK

SE

E

EL

EV

AT

IO

N

SCHEDULED PARTITION

3/16

2" 2"

1'

- 0

2"

AS8.7

SE

E

EL

EV

AT

IO

N

SEE ELEVATION

4" X

6" 6"

6" DRAWER

DRAWER

DRAWER

DRAWER

24" U.O.N.

4" BACK SPLASH SEE

ELEVATIONS FOR

LOCATIONS

FULL BACK SPLASH ONLY AT

WET COUNTERS. SEE

DETAIL AT SINK CONDITION

1/4" BACKING ON 1x

WOOD BLOCKING

BASE AS SCHEDULED

2'-6" CLR. W/ DOORS IN OPEN POSITION, UON.

SEE ELEVATION

1"

24", U.O.N.

FIXED APRON

6-1/2" D. SINK

BASIN BEYOND

COUNTERTOP SURFACE

SINK BASIN

1/2" X 4" BACK SPLASH REFER TO

ELEVATIONS FOR MATERIAL

FINISH FLOOR

SEE FINISH SCHEDULE FOR

COUNTERTOP PROVIDE MDF

SUBSTRATE

30" MIN. CLEAR FOR KNEE SPACE

9"

6" MAX.

8"

" M

IN

. C

LR

" M

IN

. C

LR

A

PR

ON

" M

AX

60°

FIXED APRON

REMOVABLE

CLOSURE PANEL

W/ Z CLIPS

BASE AS SCHEDULED

REMOVABLE

CLOSURE PANEL

SE

E

EL

EV

AT

IO

N

" M

IN

. C

LE

AR

SE

E

EL

EV

AT

IO

N

SEE ELEVATION

4" X

6" 6"

6" MOULDED PLASTIC DRAWER

24" U.O.N. 0"

4" BACK SPLASH SEE

ELEVATIONS FOR

LOCATIONS

FULL BACK SPLASH ONLY AT

WET COUNTERS. SEE

DETAIL AT SINK CONDITION

1/4" BACKING ON 1x

WOOD BLOCKING

BASE AS SCHEDULED

DOOR PULLS W/

COUNTERSUNK

SCREWS AND CAPS;

PROVIDE SILENCERS

AT DRAWERS

MOULDED PLASTIC DRAWER

MOULDED PLASTIC DRAWER

MOULDED PLASTIC DRAWER

6" 4"

SE

E

EL

EV

AT

IO

N

DRAWER

24" U.O.N. 0' - 1"

FULL BACK SPLASH ONLY

AT WET COUNTERS, SEE

DETAIL AT SINK

CONDITIONS

4" BACK SPLASH SEE

ELEVATIONS FOR

LOCATIONS

3/4" ADJUST. SHELF

1/4" BACK PANEL ON 1x

WOOD BLOCKING

3/4" DOOR

BASE AS SCHEDULED

DOOR PULL W/ COUNTER-SUNK

SCREWS & CAPS TYP.

PROVIDE SILENCERS AT DOOR

SEE…