Att 03 - Dental Final Drawing 3 of 6.pdf

C

9"

BA

4" x 25" VISION

PANEL

ED

"SO""SO" "SX" "SX" 3

/2

P

A C

K A

G E

H E

IG

H

T

LOUVER LOUVER

LOUVERALUMINUM FRAMED

GLAZING

DOOR TYPES:

INTERIOR FINISH SCHEDULE REMARKS:

1. SEE FINISH PLAN FOR FLOORING PATTERN.

2. PROVIDE CEMENTITIOUS BACKER BOARD BEHIND WALL TILE.

3. PROVIDE 3/4" FIRE TREATED AND PAINTED PLYWOOD OVER GWB ON ALL WALLS UP TO 8'-0" AFF - CUT TO FIT AROUND SWITCHES AND

OUTLETS.

4. PROVIDE GWB CEILING TRANSITIONS / SOFFITS WHERE SHOWN.

5. BOTH TYPES OF CEILING APPLY.

6. STATIC DISSIPATIVE FLOORING.

7. SEALED CONCRETE FLOOR.

8. 5/8" GWB W/ 1/16" LEAD LINING UP TO 7'-0" AFF.

RF RUBBER FLOORING

RWC IMPACT RESISTANT WALLCOVERING

(SC) SPECIAL COATING

(SP) SPECIAL FACED

ABBREVIATIONS:

AT ACOUSTICAL CEILING TILE

CPT CARPET TILE

CT CERAMIC TILE

EXP EXPOSED

GWB GYPSUM WALLBOARD

LVT LUXURY VINYL TILE

P PAINT

RB RUBBER BASE

RES RESINOUS EPOXY FLOORING

CONC CONCRETE

PT PORCELAIN TILE

LL LEAD LINED GWB

P1 (FIELD): KM541 TUFTED TAN

P2: (ACCENT) DET591 SILVER SCREEN IN RECEPTION 1000A, WAITING ROOM 1000, CONFERENCE 1038, DENTAL BAYS ON WEST SIDE OF BUILDING.

P3: (ACCENT) DE6319 GRAY FLANNEL IN ADMIN OFFICES 1030, 1032, 1034, OPEN OFFICE 1004, 1010, DENTAL BAYS ON EASE SIDE OF BUILDING P4: (ACCENT) DE6220 POROUS STONE IN LOUNGE 1036, X-RAY 1002, RECOVERY 1018, ORAL SURGERY 1014, BARIATRIC OPERATOR 1006, DENTAL BAYS ON NORTH SIDE OF BUILDING CARPET: PATCRAFT - INSTALL METHOD - ASHLAR IN COLLECTION: ISLE OF SKYE, 10456 EDINBURGH, 00525 GEARY.

RUBBER BASE: 6 INCH COVED, JOHNSONITE 32 PEBBLE

RUBBER FLOORING: NORPLAN VALUA, 6718 WALNUT

RESINOUS PANELS: 3 FORM VARIA FRAY BASALT/STRUCTURED BAMBOO / POWDER

LVT1: ARMSTRONG / TERRA / ST 300 GRATON PLUME

LVT2: ARMSTRONG COALESCE ST831 GEOME SULPHUR

LVT3: ARMSTRONG / BIOMED / BOREAL / MALMO / S282

LOCKER / TOILET FINISH, PT-1: PORCELAIN TILE, 24"x24", DALTILE, UNITY, P402 GRIGIO, MATTE FINISH FOR RESTOOM FLOOR LOCKER / TOILET FINISH, PT-2: PORCELAIN TILE, 12'x24", DALTILE, UNITY P405 ASHGREY, POLISHED FINISH FOR RESTROOM WALL, TILE TO 54" A.F.F.

LOCKER / TOILET FINISH, PTB-1: PORCELAIN TILE BASE, 12"x24", DALTILE, UNITY, P405 GRIGIO, MATTE FINISH FOR COVE BASE.

LOCKER / TOILET FINISH, GT-1: GLASS ACCENT TILE, 11.73:x11.73", DALTINE, SERENADE, F192 SURF ROCK FOR RESTROOM WALL, INSTALL ABOVE PRIMARY WALL TILE, CUT IN HALF FOR RECTANGULAR TILE, ACCENT STRIP.

SOLID SURFACE, SS1: CORIAN, CLAM SHELL

WALL PROTECTION, FRONT OF HOUSE AREAS: INPRO 0531 NATURAL MAPLE

WALL PROTECTION, BACK OF HOUSE AREAS: INPRO 0350 SHARKSIN

LAMINATE CASEWORK: WILSONART KENSINGTON MAPLE

DOORS:WITH NATURAL FINISH CLEAR MAPLE

PAINTED DOORS AND FRAMES: SEE SECTION 09 06 00

INTERIOR FINISH NOTES:

1. AUTOMATIC BI-PARTING SLIDING DOOR PACKAGE UNIT WITH BREAKOUT FEATURE . ALL HARDWARE, AUTOMATIC

DOOR OPERATOR, CONTROLS, AND DEVICES BY DOOR MANUFACTURER.

2. AUTOMATIC SWING DOOR WITH SENSOR SAFETY DEVICES AND RECESSED PUSH BUTTON MANUAL CONTROLS ON

BOTH SIDES.

3. ALL GLAZING ON DOORS SHALL BE LAMINATED SAFETY GLAZING - SEE SPECIFICATIONS FOR ADDITIONAL GLAZING

REQUIREMENTS.

4. ACCESS CONTROLLED DOOR VIA CARD READER.

5. PROVIDE EACH DOOR LEAF WITH 24" WIDE x 18" HIGH BOTTOM METAL LOUVER.

6. PROVIDE 42" WIDE x 18" HIGH LOUVER TRANSOM ABOVE DOOR.

7. IN ADDITION TO HAVING SAFETY GLAZING, VISION PANELS IN FIRE RATED DOORS SHALL BE 45 MINUTE FIRE

PROTECTION RATED.

8. LEVEL 4 DOOR AND FRAME - SEE SPEC SECTION 08 11 13 FOR DETAILED REQUIREMENTS.

9. PROVIDE 24" W x 18" H LOUVER ON EACH DOOR LEAF.

10. ACCESS CONTROLLED DOOR VIA COMBINATION LOCK.

11. DOOR AND FRAME LEAD LINING THICKNESS IS 1/16".

DOOR SCHEDULE REMARKS:

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:12 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE500

ARCHITECTURAL SCHEDULES

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

INTERIOR FINISH SCHEDULE

ROOM NUMBER ROOM NAME FLOOR BASE WAINSCOT WALLS CEILING REMARKS

1C01 CORRIDOR LVT RB --- GWB / P AT 4

1C02 CORRIDOR LVT RB --- GWB / P AT 4

1C03 CORRIDOR LVT RB --- GWB / P AT 4

1C04 CORRIDOR LVT RB --- GWB / P AT 4

1C05 CORRIDOR LVT RB --- GWB / P AT 4

1C06 CORRIDOR LVT RB --- GWB / P AT ---

1C07 CORRIDOR LVT RB --- GWB / P AT ---

1000 WAITING LVT RB --- GWB / P GWB / P 1

1000A RECEPTION CPT RB --- GWB / P AT 4

1000B TOILET PT-1 PTB-1 PT-2 +4'-6" GWB / P GWB / P 2

1000C TOILET PT-1 PTB-1 PT-2 +4'-6" GWB / P GWB / P 2

1001 OPERATORY RF RF --- GWB / P AT 4

1002 X-RAY LVT RB --- LL GWB / GWB / P AT 8

1003 OPERATORY RF RF --- GWB / P AT 4

1004 6 DENTIST CPT RB --- GWB / P AT ---

1005 OPERATORY RF RF --- GWB / P AT 4

1006 BARIATRIC OPERATORY RF RF --- GWB / P AT ---

1007 OPERATORY RF RF --- GWB / P AT 4

1008 STORAGE RF RB --- GWB / (SC) AT (SP) ---

1009 OPERATORY RF RF --- GWB / P AT 4

1010 10 DENTIST CPT RB --- GWB / P AT ---

1011 OPERATORY RF RF --- GWB / P AT 4

1012 STORAGE LVT RB --- GWB / P AT ---

1013 OPERATORY RF RF --- GWB / P AT 4

1014 ORAL SURGERY RF RF --- GWB / (SC) GWB (SC) ---

1015 OPERATORY RF RF --- GWB / P AT 4

1016 LABORATORY RES RES --- GWB / (SC) GWB (SC) ---

1017 OPERATORY RF RF --- GWB / P AT 4

1018 RECOVERY RF RF --- GWB / P AT ---

1019 OPERATORY RF RF --- GWB / P AT 4

1020 CLEAN RF WSF RWC +4' - 0" GWB / (SC) AT (SP) ---

1021 OPERATORY RF RF --- GWB / P AT 4

1022 DIRTY RF WSF RWC +4' - 0" GWB / (SC) AT (SP) ---

1023 OPERATORY RF RF --- GWB / P AT 4

1024 OIT RES RB --- GWB / P EXP 3, 6

1025 OPERATORY RF RF --- GWB / P AT ---

1026 FMS RES RB --- GWB / P AT (SP) 3, 6

1027 OPERATORY RF RF --- GWB / P AT ---

1028 HAC RES RES PT-2 +4'-6" GWB / (SC) AT (SP) ---

1029 OPERATORY RF RF --- GWB / P AT ---

1030 ADMIN CPT RB --- GWB / P AT ---

1031 OPERATORY RF RF --- GWB / P AT ---

1032 CHIEF CPT RB --- GWB / P AT ---

1033 OPERATORY RF RF --- GWB / P AT ---

1034 DIRECTOR CPT RB --- GWB / P AT ---

1035 LOCKERS PT PT --- GWB / (SC) AT ---

1035A TOILETS PT PT PT-2 +4'-6" GWB / P AT 2

1036 LOUNGE LVT RB --- GWB / P AT ---

1037 LOCKERS PT-1 PTB-1 --- GWB / (SC) AT ---

1037A TOILETS PT-1 PTB-1 PT-2 +4'-6" GWB / P AT 2

1038 CONFERENCE CPT RB --- GWB / P AT / GWB / P 5

1040 MECHANICAL RES RES --- GWB / P EXP ---

1040A E. POWER RES RES --- GWB / P EXP 6

1040B NORMAL POWER RES RES --- GWB / P EXP 6

1041 F.R. CONC --- --- GWB / P EXP 7

DOOR SCHEDULE

DOOR TAG ROOM NUMBER ROOM NAME TYPE

OPENING

(WIDTH X HEIGHT) THICKNESS

DOOR

CONSTRUCTION DOOR FINISH

FRAME

CONSTRUCTION FRAME FINISH

GLAZING

(WIDTH X HEIGHT) FIRE LABEL STC RATING

HARDWARE

GROUP REMARKS

1 1000 WAITING D 3' - 0" x 7' - 0" 1 3/4" ALUM COLOR ANOD ALUM COLOR ANOD --- --- --- 1, 3

2 1000 WAITING B 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" --- --- HW - SH - 3D 2, 3, 4

4 1002 X-RAY A 4' - 0" x 7' - 0" 1 3/4" LL SC WD NF LL HM PAINT --- --- HW - 4Q 11

5 1004 6 DENTIST A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 HW - 4E ---

6 1C01 CORRIDOR A 3' - 6" x 7' - 0" 1 3/4" INSUL HM PAINT HM PAINT --- --- HW - SH - 12 4, 8

7 1008 STORAGE B 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" 45 MIN --- HW - 5B 3, 7

8 1010 10 DENTIST A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 HW - 4E ---

9 1C03 CORRIDOR A 3' - 6" x 7' - 0" 1 3/4" INSUL HM PAINT HM PAINT --- --- HW - SH - 12 4, 8

10 1012 STORAGE B 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" 45 MIN --- HW - 5B 3, 7

11 1016 LABORATORY B 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" --- --- HW - 4G 3

12 1014 ORAL SURGERY A 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 4B ---

14 1020 CLEAN B 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" 45 MIN --- HW - SH - 3D 3, 4, 7

15 1022 DIRTY B 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" 45 MIN --- HW - SH - 3D 3, 4, 7

16 1C05 CORRIDOR B 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" --- --- HW - SH - 3D 3, 4

17 1024 OIT A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - SH - 3D 4

18 1000A RECEPTION B 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 3E 3

19 1C06 CORRIDOR B 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" --- --- HW - SH - 3D 3, 4

20 1000B TOILET A 4' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 2G ---

21 1000C TOILET A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 2G ---

22 1026 FMS A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - SH - 3D 4

23 1028 HAC A 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 5D ---

24 1030 ADMIN B 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 HW - 3E 3

25 1032 CHIEF B 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 HW - 3G 3

26 1034 DIRECTOR B 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- STC 45 HW - 3G 3

27 1035 LOCKERS A 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - SH - 3C 10

28 1035A TOILETS A 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 2 ---

29 1036 LOUNGE B 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" --- STC 45 HW - SH - 3C 3, 10

30 1037 LOCKERS A 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - SH - 3C 10

31 1037A TOILETS A 3' - 0" x 7' - 0" 1 3/4" SC WD NF HM PAINT --- --- HW - 2 ---

32 1038 CONFERENCE B 3' - 6" x 7' - 0" 1 3/4" SC WD NF HM PAINT 4" x 2' - 1" HW-4J 3

33 1C07 CORRIDOR A 3' - 6" x 7' - 0" 1 3/4" INSUL HM PAINT HM PAINT --- --- HW - SH - 12 4, 8

34 1040 MECHANICAL C 6' - 0" x 7' - 0" 1 3/4" INSUL HM PAINT HM PAINT --- --- HW - E8 5, 8, 9

35 1040 MECHANICAL E 3' - 6" x 9' - 0" 1 3/4" INSUL HM PAINT HM PAINT --- --- HW - SH - 12 4, 6, 8

36 1040B NORMAL POWER A 3' - 6" x 7' - 0" 1 3/4" HM PAINT HM PAINT 45 MIN --- HW - 6 ---

37 1040A E. POWER A 3' - 6" x 7' - 0" 1 3/4" HM PAINT HM PAINT 90 MIN --- HW - 6 ---

38 1041 F.R. C 6' - 0" x 7' - 0" 1 3/4" HM PAINT HM PAINT --- --- HW - E8 5, 8, 9

12' - 0" x 7' - 0" FULLY GLAZED ---

Revisions: Date:

'USG' DONN COMPRESSION POST

MODEL #

LENGTH

ALLOWABLE

COMPRESSION

POST

STRUCTURE

TOP CLIP

(MECHANICALLY

FASTENED)

SPRING CLIP

ATTACHMENT

HOLES

HANGER WIRE

HEAVY DUTY MAIN BEAM

BULB CLIP

(MECHANICALLY

FASTENED)

7'-0" TO 8'-6"VSA 84/102

4'-0" TO 7'-0"VSA 48/84

2'-6" TO 4'-0"VSA 30/48

VSA 18/30 1'-6" TO 2'-6"

10'-0" TO 12'-0"VSA 120/144

8-6" TO 10'-0"VSA 102/120

NOTE: ALTERNATE STEEL

MEMBER WITH SUFFICIENT

STRENGTH IN LIEU OF DONN

COMPRESSION ARE

ACCEPTABLE SUBJECT TO

ENGINEERING CALCULATION

DOCUMENTATION FOR USE

AS A COMPRESSION POST.

A FASTENER OR SPLAY WIRED MAYBE

INSERTED INTO THE TAB OF THE POST

AND THROUGH A CONVENIENCE HOLE IN

THE MAIN TEE BULB

HEAVY DUTY CROSS TEE (DASHED)

BRACE WIRE

2"

MAX.

2"

MAX.

COMPRESSION POST

HEAVY DUTY CROSS TEES

@ 2'-0" O.C.

10 GA. BRACE WIRES

HEAVY DUTY MAIN

BEAM @ 4'-0" O.C.

10 GA. HANGER WIRES

ANCHORED TO STRUCTURE

ABOVE, TYP. 4'-0" O.C.

(3 TIGHT WRAPS)

NOTES:

LEGEND

EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING FINISH TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED

TO BE PROVIDED AT THE TOP OF THE SPRINKLER EXTENSION

SEE DETAILS 4 AND 5 ON THIS SHEET. CEILING PERIMETER.

CEILING WITH AN AREA GREATER THAN 2500 SQ. FT. SHALL BE PROVIDED WITH SEISMIC SEPARATION JOINTS.

SEE DETAIL 7, 8, AND 9 ON THIS SHEET FOR ATTACHMENT DETAILS OF LIGHT FIXTURE 20 LBS OR LESS.

12 GAUGE VERT.

HANGER WIRE

LATERAL BRACING

COMPRESSION

STRUT AND BRACING

WIRES)

ATTACHMENT OF

RUNNERS TO

CLOSURE ANGLE

12'-0" MAX.

HEAVY DUTY

MAIN RUNNER

8" MAX.

TYP.

M A

X

T Y

P

M

A X

4'-0"

MAX.

6'-0"

MAX.

CROSS

RUNNER

PERIMETER

CLOSURE

ANGLE

M

A X

M

A X

10 GA. HANGER WIRE

ANCHORED TO STRUCTURE ABOVE

2"

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

8" MAX.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

MIN. 3/4"

HEAVY DUTY CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

5/8" TYPE 'X' GWB SCREWED TO

SUSPENSION BRID

CAULK

HEAVY DUTY CEILING RUNNERS

10 GA. HANGER WIRES ANCHORED TO

STRUCTURE ABOVE, TYP. 4'-0" O.C.

HANGER WIRES TO BE TAUT AND TIED

BOTH ENDS (3 TIGHT WRAPS IN 3" AT

WIRE END)

STRUCTURE

10 GA. BRACE WIRES TO BE ATTACHED

AT A MAXIMUM OF 45 DEGREE TO THE

PLANE OF THE CEILING AND PARALLEL

TO THE COMPONENTS AT THE BRACING

POINT. BRACE WIRES TO BE TAUT AND

TIED BOTH ENDS (4 TIGHT

WRAPS IN 3" AT WIRE END)

1/4"ø EYE SCREW, TYP.

M A

X

5/8" TYPE 'X' GWB SCREWED

TO SUSPENSION GRID

ATTACH LIGHT FIXTURE

TO HEAVY DUTY CEILING GRID

HEAVY DUTY CEILING RUNNERS

10 GA. HANGER WIRE ANCHORED TO

STRUCTURE ABOVE

LIGHT FIXTURE, 20 LBS

OR LESS THAN

SUPPLEMENTAL 12 GA. HANGER

WIRE AT EA. CORNER OR

FIXTURE ANCHORED TO

STRUCTURE ABOVE

6" MAX.

10 GA HANGER WIRE

ANCHORED TO

STRUCTURE ABOVE

5/8" TYPE 'X' GWB SCREWED TO

HEAVY DUTY SUSPENSION GRID

SEAL ALL AROUND

AXONOMETRIC

45°

45°

RECESSED FLUORESCENT

LIGHT

FIXTURE PROVIDE POSITIVE

CONNECTION TO CEILING

GRID.

10 GA. FIXTURE SUPPORT AT 4

CORNERS OF FIXTURE. THREE

FULL WRAPS MINIMUM

NO. 10 GA. FIXTURE SUPPORT WIRE

WITHIN 3" OF EACH CORNER OF

LIGHT FIXTURE. SPLAY WIRES AS

SHOWN. FASTEN TO STRUCTURE WITH

16d RINK SHANK NAIL WITH MIN. 3

WIRE TURNS AT EACH CONNECTION

POINT.

HEAVY DUTY CROSS TEES

HEAVY DUTY MAIN RUNNERS

AXONOMETRIC

FLUORESCENT

LIGHT FIXTURE

WITH POSITIVE

THAN 50#, PROVIDE 2-#10 GA.

HANGERS CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE.

THESE WIRES MAY BE SLACK IF NOT

SUPPLEMENTAL SUPPORT WIRES

AS REQUIRED FOR INTERMEDIATE

HEAVY DUTY MAIN TEE

HEAVY DUTY CROSS TEE

WIRES AS REQUIRED.

FOR LIGHTING FIXTURES

ADDITIONAL SUPPORT

WEIGHING MORE THAN

DUTY TEES ONLY

BEING USED TO SUPPORT FIXTURE

MAX.

3"

FOR LIGHTING FIXTURES WEIGHING LESS

TO SUSPENDED

CEILING SYSTEM

RECESSED

CONNECTION

4-#10 GA. w/ 3 FULL

WRAPS TYP.

50 LBS., PROVIDE

NO. 10 GA. FIXTURE SUPPORT

WIRE WITHIN 3" OF EACH CORNER

OF LIGHT FIXTURE. SPLAY WIRES

AS SHOWN. FASTEN TO STRUCTURE

WITH 16d RINK SHANK NAIL WITH

MIN. 3 WIRE TURNS AT EACH

CONNECTION POINT.

45°

45°

A. GENERAL:

1. VERTICAL HANGERS. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 10 GAGE SPACED AT 4

FEET ON CENTER OR NO. 10 GAGE AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER UNLESS

CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. CONNECTION DEVICES AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-PLUMB UNLESS COUNTER-SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES.

2. PERIMETER HANGERS. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL

BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 INCHES FROM EACH WALL OR CEILING

DISCONTINUITY WITH NO. 10 GAGE WIRE OR APPROVED WALL SUPPORT, U.O.N. MAIN TEE WITH FIRE

EXPANSION RELIEF NOTCH SHALL HAVE HANGER WIRE SUPPORT A MAXIMUM OF 3 INCHES FROM

NOTCH.

3. PERIMETER MEMBERS. UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE APPROVED SYSTEM. WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSURES AND WITH NO STRUCTURAL VALUE. ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER

TO PREVENT THEIR SPREADING.

4. ATTACHMENT OF MEMBERS TO THE PERIMETER. TO FACILITATE INSTALLATION, MAIN RUNNERS MAY

BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN

THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS OR AS OTHERWISE SHOWN

OR DESCRIBED FOR THE APPROVED SYSTEM.

B. FOR SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORY D, INSTALL IN ACCORDANCE WITH ASTM

C635, ASTM C636, C1SCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING:

1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.

2. PERIMETER SUPPORTING CLOSURE ANGLE WIDTH SHALL BE 2 INCH MIN. IN EACH ORTHOGONAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLE AND THE OTHER END SHALL CLEAR THE WALL BY 3/4 INCH AND REST FREE TO SLIDE ON THE CLOSURE ANGLE. PRE- APPROVED AND PRE-TESTED SYSTEMS WITH 7/8 INCH WIDE CLOSURE ANGLE MAY BE USED SUBJECT

TO REVIEW OF PRODUCT DATA AND CODE COMPLIANCE DOCUMENTATION FROM MANUFACTURER.

3. CEILING AREAS EXCEEDING 1,000 SF SHALL BE INSTALLED WITH HORIZONTAL RESTRAINTS WITH

APPROXIMATELY EQUAL TRIBUTARY AREA.

a. RIGID BRACES MAY BE USED IN LIEU OF DIAGONAL SPLAY WIRES. BRACES SHALL LIMIT LATERAL

DEFLECTION TO 1/4 INCH MAX. FOR ANTICIPATED LOADS

b. LATERAL FORCE BRACING. WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 10 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT

FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL

MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED A MAXIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS (980 N) OR THE ACTUAL DESIGN LOAD, WHICHEVER US

GREATER WITH A SAFETY FACTOR OF 2.

4. IN ADDITION, CEILING AREAS EXCEEDING 2,500 REQUIRE A SEISMIC SEPARATION JOINT UNLESS

STRUCTURAL CALCULATIONS FROM CEILING MANUFACTURER DEMONSTRATE SYSTEM

PENETRATIONS AND CLOSURE ANGLES CAN ACCOMMODATE ANTICIPATED LATERAL DISPLACEMENT.

5. EXCEPT WHERE RIGID BRACES ARE USED, PROVIDE 2 INCH WIDE RING, SLEEVE, OR ADAPTER AT

SPRINKLER HEADS, OR OTHER PENETRATIONS TO ALLOW 1 INCH CEILING MOVEMENT IN ALL

DIRECTIONS.

6. BRACE ALL CEILING ELEVATION CHANGES.

7. SUPPORT CABLE TRAYS AND ELECTRICAL CONDUITS INDEPENDENT OF CEILING SYSTEM.

8. SUSPENDED CEILING SYSTEMS ARE SUBJECT TO SPECIAL INSPECTION.

SUSPENDED CEILING SYSTEM NOTES

1. HEAVY-DUTY CEILING SYSTEMS SHALL BE USED FOR THE SUPPORT OF LIGHTING FIXTURES.

2. ALL LIGHTING SUSPENDED FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING

FIXTURE WEIGHT ACTING IN ANY DIRECTION.

3. WHEN HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT HANGERS TO SUPPORT LIGHTING FIXTURES, THESE CROSS RUNNERS SHALL PROVIDE THE SAME CARRYING CAPACITY AS THE

MAIN RUNNER.

4. LIGHTING FIXTURES WEIGHING LESS THAN 50 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS

OUTLINED ABOVE, TWO #10 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE

STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.

5. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE

STRUCTURE ABOVE BY APPROVED HANGERS.

6. PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH #9 GA.

WIRE OR APPROVED ALTERNATE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT

SUPPORT.

7. SUSPENDED LIGHT FIXTURES- THESE ARE TYPICAL INSTALLATION NOTES. CONTRACTOR SHALL ADJUST, AS APPROPRIATE, TO MATCH SELECTED FIXTURE, STYLE AND WEIGHT. FOR ANY FIXTURES

EXCEEDING 75 LBS, CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER

TO PROVIDE MOUNTING INSTRUCTIONS.

SUSPENDED LIGHTING FIXTURE NOTES

2"

8" MAX.

10 GA. HANGER WIRE

ANCHORED TO STRUCTURE

ABOVE

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO

KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

HEAVY DUTY CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

ATTACH RUNNER TO CLOSURE

ANGLE AT ONE END

CAULK

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:15 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE501

ARCHITECTURAL GYPSUM BOARD

CEILING DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

SCALE: NTS AE501

GWB - COMPRESSION POST DETAIL1

SCALE: NTS AE501

GWB - COMPRESSION POST ISOMETRIC2

SCALE: NTS AE501

GWB - TYPICAL CEILING FRAMING PLAN3

SCALE: NTS AE501

GWB - CEILING GRID PERIMETER 14

SCALE: NTS AE501

GWB - HANGER/BRACE WIRE ATTACHMENT6

SCALE: NTS AE501

GWB - LIGHT FIXTURE ATTACHMENT7

SCALE: NTS AE501

GWB - SUSPENDED LIGHT FIXTURE 18

SCALE: NTS AE501

GWB - SUSPENDED LIGHT FIXTURE 29

SCALE: NTS AE501

GWB - CEILING GRID PERIMETER 25

'USG' DONN COMPRESSION POST

MODEL #

LENGTH

ALLOWABLE

COMPRESSION

POST

STRUCTURE

TOP CLIP

(MECHANICALLY

FASTENED)

SPRING CLIP

ATTACHMENT

HOLES

HANGER WIRE

MAIN BEAM

BULB CLIP

(MECHANICALLY

FASTENED)

7'-0" TO 8'-6"VSA 84/102

4'-0" TO 7'-0"VSA 48/84

2'-6" TO 4'-0"VSA 30/48

VSA 18/30 1'-6" TO 2'-6"

10'-0" TO 12'-0"VSA 120/144

8-6" TO 10'-0"VSA 102/120

NOTE: ALTERNATE STEEL

MEMBER WITH SUFFICIENT

STRENGTH IN LIEU OF DONN

COMPRESSION ARE

ACCEPTABLE SUBJECT TO

ENGINEERING CALCULATION

DOCUMENTATION FOR USE

AS A COMPRESSION POST.

A FASTENER OR SPLAY WIRED MAYBE

INSERTED INTO THE TAB OF THE POST

AND THROUGH A CONVENIENCE HOLE IN

THE MAIN TEE BULB

CROSS TEE (DASHED)

BRACE WIRE

2"

MAX.

2"

MAX.

COMPRESSION POST

CROSS TEES @ 2'-0" O.C.

12 GA. BRACE WIRES

MAIN BEAM @ 4'-0" O.C.

12 GA. HANGER WIRES

ANCHORED TO STRUCTURE

ABOVE, TYP. 4'-0" O.C.

(3 TIGHT WRAPS)

NOTES:

LEGEND

EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED

TO BE PROVIDED AT THE TOP OF THE SPRINKLER EXTENSION

SEE DETAILS 4 AND 5 ON THIS SHEET. CEILING PERIMETER.

CEILING WITH AN AREA GREATER THAN 2500 SQ. FT. SHALL BE PROVIDED WITH SEISMIC SEPARATION JOINTS.

SEE DETAIL 7, 8, AND 9 ON THIS SHEET FOR ATTACHMENT DETAILS OF LIGHT FIXTURE 20 LBS OR LESS.

12 GAUGE VERT.

HANGER WIRE

LATERAL BRACING

COMPRESSION

STRUT AND BRACING

WIRES)

ATTACHMENT OF

RUNNERS TO

CLOSURE ANGLE

12'-0" MAX.

HEAVY DUTY

MAIN RUNNER

8" MAX.

TYP.

M A

X

T Y

P

M

A X

4'-0"

MAX.

6'-0"

MAX.

CROSS

RUNNER

PERIMETER

CLOSURE

ANGLE

M

A X

M

A X

12 GA. HANGER WIRE

ANCHORED TO STRUCTURE ABOVE

2"

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

8" MAX.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

MIN. 3/4"

CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

ACOUSTIC CEILING PANEL

CEILING RUNNERS

12 GA. HANGER WIRES ANCHORED TO

STRUCTURE ABOVE, TYP. 4'-0" O.C.

HANGER WIRES TO BE TAUT AND TIED

BOTH ENDS (3 TIGHT WRAPS IN 3" AT

WIRE END)

ACOUSTIC CEILING PANEL

STRUCTURE

12 GA. BRACE WIRES TO BE ATTACHED

AT A MAXIMUM OF 45 DEGREE TO THE

PLANE OF THE CEILING AND PARALLEL

TO THE COMPONENTS AT THE BRACING

POINT. BRACE WIRES TO BE TAUT AND

TIED BOTH ENDS (4 TIGHT

WRAPS IN 3" AT WIRE END)

ACOUSTIC CEILING PANEL

1/4"ø EYE SCREW, TYP.

M A

X

ATTACH LIGHT FIXTURE

TO CEILING GRID

CEILING RUNNERS

12 GA. HANGER WIRE ANCHORED TO

STRUCTURE ABOVE

LIGHT FIXTURE, 20 LBS

OR LESS THAN

ACOUSTIC CEILING PANEL

SUPPLEMENTAL 12 GA. HANGER

WIRE AT EA. CORNER OR

FIXTURE ANCHORED TO

STRUCTURE ABOVE

6" MAX.

AXONOMETRIC

45°

45°

RECESSED FLUORESCENT

LIGHT

FIXTURE PROVIDE POSITIVE

CONNECTION TO CEILING

GRID.

12 GA. FIXTURE SUPPORT AT 4

CORNERS OF FIXTURE. THREE

FULL WRAPS MINIMUM

NO. 12 GA. FIXTURE SUPPORT WIRE

WITHIN 3" OF EACH CORNER OF

LIGHT FIXTURE. SPLAY WIRES AS

SHOWN. FASTEN TO STRUCTURE WITH

16d RINK SHANK NAIL WITH MIN. 3

WIRE TURNS AT EACH CONNECTION

POINT.

CROSS TEES

MAIN RUNNERS

AXONOMETRIC

FLUORESCENT

LIGHT FIXTURE

WITH POSITIVE

THAN 50#, PROVIDE 2-#12 GA.

HANGERS CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE.

THESE WIRES MAY BE SLACK IF NOT

SUPPLEMENTAL SUPPORT WIRES

AS REQUIRED FOR INTERMEDIATE

MAIN TEE

CROSS TEE

WIRES AS REQUIRED.

FOR LIGHTING FIXTURES

ADDITIONAL SUPPORT

WEIGHING MORE THAN

DUTY TEES ONLY

BEING USED TO SUPPORT FIXTURE

MAX.

3"

FOR LIGHTING FIXTURES WEIGHING LESS

TO SUSPENDED

CEILING SYSTEM

RECESSED

CONNECTION

4-#12 GA. w/ 3 FULL

WRAPS TYP.

50 LBS., PROVIDE

NO. 12 GA. FIXTURE SUPPORT

WIRE WITHIN 3" OF EACH CORNER

OF LIGHT FIXTURE. SPLAY WIRES

AS SHOWN. FASTEN TO STRUCTURE

WITH 16d RINK SHANK NAIL WITH

MIN. 3 WIRE TURNS AT EACH

CONNECTION POINT.

45°

45°

A. GENERAL:

1. VERTICAL HANGERS. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE

SPACED AT 4 FEET ON CENTER OR NO. 10 GAGE AT 5 FEET ON CENTER ALONG EACH MAIN

RUNNER UNLESS CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. EACH

VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE

SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. CONNECTION DEVICES AT THE SUPPORTING

CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION

WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-PLUMB UNLESS COUNTER-SLOPING WIRES

ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR

EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS

PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK

1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES.

2. PERIMETER HANGERS. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL

BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 INCHES FROM EACH WALL OR CEILING

DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT, U.O.N. MAIN TEE WITH

FIRE EXPANSION RELIEF NOTCH SHALL HAVE HANGER WIRE SUPPORT A MAXIMUM OF 3 INCHES

FROM NOTCH.

3. PERIMETER MEMBERS. UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE

APPROVED SYSTEM. WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC

CLOSURES AND WITH NO STRUCTURAL VALUE. ENDS OF MAIN RUNNERS AND CROSS MEMBERS

SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING.

4. ATTACHMENT OF MEMBERS TO THE PERIMETER. TO FACILITATE INSTALLATION, MAIN RUNNERS

MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE

BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS OR AS

OTHERWISE SHOWN OR DESCRIBED FOR THE APPROVED SYSTEM.

B. FOR SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORY D, INSTALL IN ACCORDANCE WITH

ASTM C635, ASTM C636, C1SCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING:

1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.

2. PERIMETER SUPPORTING CLOSURE ANGLE WIDTH SHALL BE 2 INCH MIN. IN EACH

ORTHOGONAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLE

AND THE OTHER END SHALL CLEAR THE WALL BY 3/4 INCH AND REST FREE TO SLIDE ON THE

CLOSURE ANGLE. PRE-APPROVED AND PRE-TESTED SYSTEMS WITH 7/8 INCH WIDE CLOSURE

ANGLE MAY BE USED SUBJECT TO REVIEW OF PRODUCT DATA AND CODE COMPLIANCE

DOCUMENTATION FROM MANUFACTURER.

3. CEILING AREAS EXCEEDING 1,000 SF SHALL BE INSTALLED WITH HORIZONTAL RESTRAINTS WITH

APPROXIMATELY EQUAL TRIBUTARY AREA.

a. RIGID BRACES MAY BE USED IN LIEU OF DIAGONAL SPLAY WIRES. BRACES SHALL LIMIT

LATERAL DEFLECTION TO 1/4 INCH MAX. FOR ANTICIPATED LOADS

b. LATERAL FORCE BRACING. WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT

PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES

SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND

SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM

THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED

TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE.

THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE

BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED A MAXIMUM OF 6

INCHES FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING

RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID

AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT

LESS THAN 200 POUNDS (980 N) OR THE ACTUAL DESIGN LOAD, WHICHEVER US GREATER WITH A

SAFETY FACTOR OF 2.

4. IN ADDITION, CEILING AREAS EXCEEDING 2,500 REQUIRE A SEISMIC SEPARATION JOINT

UNLESS STRUCTURAL CALCULATIONS FROM CEILING MANUFACTURER DEMONSTRATE

SYSTEM PENETRATIONS AND CLOSURE ANGLES CAN ACCOMMODATE ANTICIPATED LATERAL

DISPLACEMENT.

5. EXCEPT WHERE RIGID BRACES ARE USED, PROVIDE 2 INCH WIDE RING, SLEEVE, OR ADAPTER AT SPRINKLER HEADS, OR OTHER PENETRATIONS TO ALLOW 1 INCH CEILING MOVEMENT IN ALL

DIRECTIONS.

6. BRACE ALL CEILING ELEVATION CHANGES.

7. SUPPORT CABLE TRAYS AND ELECTRICAL CONDUITS INDEPENDENT OF CEILING SYSTEM.

8. SUSPENDED CEILING SYSTEMS ARE SUBJECT TO SPECIAL INSPECTION.

SUSPENDED CEILING SYSTEM NOTES

1. INTERMEDIATE OR HEAVY-DUTY CEILING SYSTEMS SHALL BE USED FOR THE SUPPORT OF LIGHTING

FIXTURES.

2. ALL LIGHTING SUSPENDED FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED

CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE

LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION.

3. WHEN INTERMEDIATE-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES

MAY UTILIZE COMMON WIRES.

4. WHEN HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48"

MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT HANGERS

TO SUPPORT LIGHTING FIXTURES, THESE CROSS RUNNERS SHALL PROVIDE THE SAME CARRYING

CAPACITY AS THE MAIN RUNNER.

5. LIGHTING FIXTURES WEIGHING LESS THAN 50 POUNDS SHALL HAVE, IN ADDITION TO THE

REQUIREMENTS OUTLINED ABOVE, TWO #12 GAGE HANGERS CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.

6. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE

STRUCTURE ABOVE BY APPROVED HANGERS.

7. PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH #9 GA. WIRE OR APPROVED ALTERNATE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR

DIRECT SUPPORT.

8. SUSPENDED LIGHT FIXTURES- THESE ARE TYPICAL INSTALLATION NOTES. CONTRACTOR SHALL ADJUST, AS APPROPRIATE, TO MATCH SELECTED FIXTURE, STYLE AND WEIGHT. FOR ANY FIXTURES

EXCEEDING 75 LBS, CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL

ENGINEER TO PROVIDE MOUNTING INSTRUCTIONS.

SUSPENDED LIGHTING FIXTURE NOTES

2"

8" MAX.

12 GA. HANGER WIRE

ANCHORED TO STRUCTURE

ABOVE

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO

KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

ACOUSTIC CEILING PANEL

ATTACH RUNNER TO CLOSURE

ANGLE AT ONE END

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:18 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE502

ARCHITECTURAL ACOUSTIC CEILING

DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

SCALE: NTS AE502

AT - COMPRESSION POST DETAIL1

SCALE: NTS AE502

AT - COMPRESSION POST ISOMETRIC2

SCALE: NTS AE502

AT - TYPICAL CEILING FRAMING PLAN3

SCALE: NTS AE502

AT - CEILING GRID PERIMETER 14

SCALE: NTS AE502

AT - HANGER/BRACE WIRE ATTACHMENT6

SCALE: NTS AE502

AT - LIGHT FIXTURE ATTACHMENT7

SCALE: NTS AE502

AT - SUSPENDED LIGHT FIXTURE 18

SCALE: NTS AE502

AT - SUSPENDED LIGHT FIXTURE 29

SCALE: NTS AE502

AT - CEILING GRID PERIMETER 25

G HF.6

AE503

AE503

AE503

/2

6' - 0"

12 EQ RISERS

11T @ 11" 3' - 6"

12 EQ RISERS

11T @ 11" 4' - 0 5/8"

1' - 10" 29' - 8"

5 4

/2

14' - 0" 7' - 0"

AE506

1' - 11"

1' - 0"

FINISH FLOOR

0"

ROOF DECK LOW

13' - 8"

14' - 0"

T. O. LANDING

T. O. LANDING

18' - 8"

T. O. PARAPET

(T Y

P

2 7 1

FINISH FLOOR

0"

ROOF DECK LOW

13' - 8"

18' - 8"

T. O. PARAPET

T. O. LANDING

T. O. LANDING

(T Y

P

2' - 6" 4' - 0" 1' - 10 3/8"

4 1/2"

7 5

FINISH FLOOR

0"

ROOF DECK LOW

13' - 8"

GENERAL NOTES

1. CONTRACTOR SHALL PROVIDE A CODE COMPLIANT PRE-ENGINEERED

AND PREFABRICATED METAL STAIR COMPLETE W/ ALL STAIR RUNS,

LANDINGS, RAILINGS, HANDRAILS, CONNECTION AND FINISHES TO FIT

WITHIN THE SPACE PROVIDED.

2. PREFABRICATED STAIR COMPONENTS SHALL BE BASED ON STAIRWELL

FIELD MEASUREMENTS TO AVOID ANY CONFLICTS WITH SURROUNDING

CONSTRUCTION.

3. COORDINATE STRUCTURAL SUPPORT LOCATIONS W/ STRUCTURAL SHOP

DRAWINGS.

4. STAIR SHOP DRAWINGS SHALL BE PREPARED, SIGNED AND STAMPED BY

A LICENSED STRUCTURAL ENGINEER.

5. ALL TREADS AND LANDINGS SHALL RECEIVE SEALED CONCRETE FINISH.

6. TREADS SHALL BE CONC. FILLED METAL PAN TYPE.

7. RISERS SHALL BE CLOSED METAL TYPE.

8. ALL GUARDRAILS, METAL PAN TREADS, RISERS, AND LANDINGS SHALL BE

PRIMED AND PAINTED GALVANIZED STEEL.

9. PROVIDE EACH TREAD EDGE AND EDGE OF LANDING WITH SLIP-

RESISTANT CONTRASTING COLOR WARNING STRIPE 2" WIDE. FOR FULL

WIDTH OF STAIR.

10. ALL EXPOSED STAIR METAL SURFACES SHALL BE PAINTED - EXCEPT FOR

S.S. HANDRAILS

SHEET NOTES

1 TOP FLOOR LANDING

2 INTERMEDIATE LANDING

3 CHAIN LINK FENCE ENCLOSURE WITH LOCKING GATE.

4 PRE-FABRICTED METAL STAIR

5 STEEL GUARDRAIL 42" HIGH.

6 STEEL POST TYP.

7 EIFS

8 CONCRETE PAVING.

9 S.S. HANDRAIL WITH EXTENSIONS AT TOP AND BOTTOM LANDINGS.

NOTE: NO WIRE MESH REQUIRED IN

POURED CONCRETE PAN TREAD IF

CONCRETE HAS A MINIMUM DESIGN

STRENGTH OF 4000 PSI.

NO WIRE MESH REQUIRED IN

POURED CONCRETE LANDING IF

CONCRETE HAS A MINIMUM

DESIGN STRENGTH OF 3000 PSI.

STRIN

GER C

AN VARY IN

SECTIO

N

FORMED STEEL SHEET

TREADS AND RISERS

THICKNESS AS

REQUIRED

1-1/2" CONCRETE FILLED

STEEL PAN TREADS

1 1/2"

1 1/2"11"

1 1/2"

1"

/2

M A

X

M A

X

1/4" BOLT PLATE

1/4" CLOSURE PLATE TYP.

3/4" KWIK BOLT 4" EMBED MIN.

/2

11"

TYP.

4'-0"

1' - 4"

1'-0" 11"

M

IN

AE503

AE503

STAIR

STAIR STRINGER

RETURN

HANDRAIL TO

POST

STAIR NOSING

END POST

INTERMEDIATE RAIL

TOP RAIL

1 1/2" DIA S.S. HANDRAIL

INTERMEDIATE POST @ 4'-0" MAX.

EQUALLY SPACED BETWEEN END POSTS

M

IN

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:22 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE503

ARCHITECTURAL EXTERIOR STAIR

DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

1/4" = 1'-0" AE503

1 EXTERIOR STAIR

1/4" = 1'-0" AE503

2 EXTERIOR STAIR - WEST ELEVATION

1/4" = 1'-0" AE503

3 EXTERIOR STAIR - NORTH ELEVATION

1/4" = 1'-0" AE503

4 EXTERIOR STAIR - SOUTH ELEVATION

NORTH

SCALE: NTS AE503

CONCRETE FILLED METAL PAN TREAD/RISER7

3" = 1'-0" AE503

6 TYPICAL STAIR FOOTING AT SLAB

SCALE: NTS AE503

STAIR GUARDRAIL5

WINDOW SCHEDULE REMARKS:

A

EXTERIOR: FIXED

THERMALLY BROKEN

I.G.U.

3'-0" x 4'-0" ANOD ALUM

DARK

BRONZE 7'-0" AFF

IG-1

B 4" ANOD ALUM

DARK

BRONZE

IG-1

WINDOW SCHEDULE

MARK TYPE

WINDOW UNIT SIZE

(W X H)

FRAME

DEPTH

FRAME

WIDTH

FRAME

MATERIAL

FRAME

FINISH

WINDOW UNIT

HEAD ELEVATION

GLAZING

TYPE

REMARKS

ABBREVIATIONS

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

1. GLAZING TYPE LG-1 CONSISTS OF 1" THICK INSULATED GLAZING

UNIT. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. THERMALLY BROKEN FRAME.

3. FRAME WIDTH DIMENSION INCLUDES FIXED FRAME AND

OPERATING SASH.

4. PROVIDE ON INTERIOR SIDE OF WINDOW. CASEMENT SWINGS IN

FOR ACCESS TO INTEGRAL BLINDS.

5. PROVIDE THERMALLY BROKEN MULLION(S) SAME PROFILE AS

FRAME.

6. PROVIDE INTERIOR VERTICAL MULLIONS ALIGNED WITH EXTERIOR

MULLIONS TO CREATE SAME NUMBER OF CASEMENT PANELS AS

THE NUMBER OF INDIVIDUAL PANES OF EXTERIOR GLAZING.

7. GLAZING TYPE LG-1 CONSISTS OF 1/4" THICK CLEAR LAMINATED

AND FULLY TEMPERED GLASS. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

I.G.U. INSULATED GLAZING UNIT

ANOD ANODIZED

H HEIGHT

C

12'-0" x 2'-0"

LG-1

INTERIOR: CASEMENT

WINDOW WITH INTEGRAL

BLINDS

4" 3 1/2"

LG-1

EXTERIOR: FIXED

THERMALLY BROKEN

I.G.U.

INTERIOR: CASEMENT

WINDOW WITH INTEGRAL

BLINDS

EXTERIOR: FIXED

THERMALLY BROKEN

I.G.U.

6'-0" x 4'-0"

ANOD ALUM

IG-1 1, 2, 3, 5

4"

DARK

BRONZE

7'-0" AFF

12'-0" AFF

3 1/2"

3 1/2"

1, 2, 3, 5

4, 6, 7

1, 2, 3, 5

4, 6, 7

1. FOR LEAD OBSERVATION WINDOWS SEE INTERIOR ELEVATIONS AND SPECIFICATIONS

NOTE: A C

WINDOW TYPES:

W

EQ EQ

H

AE511

AE511

W

EQ EQ EQ EQ

H

B

AE511

AE511

AE511

AE511

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:24 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE504

ARCHITECTURAL WINDOW SCHEDULE

AND DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

10' - 0"

7 7/8" 35°

RIGGING ARM /

TURNBUCKLE

(MANUFACTURER

PROVIDED)

14" x 0.125" ALUM TRIM

CHANNEL 6065-T5

EXTRUDED ALUM

6" x 0.125" OUTRIGGER @ 5'-4" O.C.

6065-T5 EXTRUDED ALUM. (H6A BY

ARCHITECTURAL LOUVERS OR

APPROVED EQUAL)

(9) 6"x0.081" AIRFOIL BLADES

6063-T5 EXTRUDED ALUM

(H6A BY ARCHITECTURAL

LOUVERS OR APPROVED EQUAL)

MFR'S MOUNTING BRACKET

(MANUFACTURER

PROVIDED) PROVIDE

BACKING PLATE (SSD)

MFR'S MOUNTING BRACKET

(MANUFACTURER

PROVIDED) PROVIDE

BACKING PLATE (SSD)

5'-0"

CAULK ALL AROUND

CABINET BOTH SIDES

X-RAY EQUIPMENT CABINET (GFGI)

WALL MOUNTED X-RAY EQUIPMENT

BOX AND SWIVEL ARM (GFGI) -

ATTACH TO METAL PLATE AS

RECOMMENDED BY MFR

10 1/2" W X 14 1/2" H X 18 GA GALV STEEL

PLATE - ATTACH TO METAL STUD W/ (6) SELF

TAPPING SS COUNTERSUNK HEAD SCREWS -

CENTER ON PARTITION AND MOUNT BOTTOM

OF PLATE 4'-0" AFF (PAINT EXPOSED

SURFACES BLACK)

DOUBLE STUD

PARTITION -

SEE FLOOR PLAN

NOTE: COORDINATE STEEL PLATE SCREW

SPACING WITH X-RAY EQUIPMENT BOX

MOUNTING TEMPLATE

ALUM COPING - LAP 2" MIN OVER EIFS

WATERPROOF MEMBRANE - WRAP ALL AROUND

BLOCKING AND LAP 2" MIN OVER EIFS

2X (ROUGH) PRESSURE TREATED WOOD

BLOCKING CUT TO FIT AND SLOPED

1-1/2" 18 GALV (G90) METAL STUDS BOTH

SIDES @ 16" O.C. - WELD TO TOP AND

BOTTOM HORIZ. TUBE STEEL

5/8" EIFS OVER 5/8" TYPE 'X' GWB SHEATHING BOTH

SIDES AND THE END OF MECHANICAL EQUIPMENT

SCREEN - ATTACH TO STUDS @6" O.C.

ANGLE BRACE (SSD)

TOP AND

BOTTOM STEEL

TUBE (SSD)

STEEL POST

(SSD)

CONT. GALV. INSECT

SCREEN - SCREW

TO BOTTOM OR EA

TRACK @ 12" O.C.

T.O.S

20' - 7"

TRIM EIFS TIGHT TO BRACE, PRODE SEALANT ALL SIDES.

8'-9"

EQ. TYP.

4"

SEAM POINT SUPPORT - TYP OF (28)

AE505

NOTE: FOR PANEL BACKLIGHTING SEE ELECTRICAL DRAWINGS

PANEL MAXIMUM WEIGHT = 350#

FOR PANEL SUSPENSION SYSTEM SEE STRUCTURAL DRAWINGS

HANGER AND BRACE LOCATION

2 in5 in 23 in

HANGER AND BRACE LOCATION

CENTERLINE OF

LIGHT FIXTURES

ABOVE

CENTERLINE OF

LIGHT FIXTURES

ABOVE

8" PERIMETER TRIM

USG "COMPASSO" OR EQUAL.

FORM "COMPASSO" TRIM TO

ALIGN WITH EDGE OF RESIN

PANEL AS SHOWN

3/4" EDGE

GYPSUM BOARD

RESIN PANEL

LIGHT FIXTURE

(SED)

SUSPENSION

RUNNER

TYPICAL

POINT

SUPPORT

AE505

/2

M

A X

G A

P

/4

M

IN

13'-0"

AE505 TYP

LIGHT FIXTURE -

TYP (SED)

ARRANGE LIGHT FIXTURE ARRAY TO

FORM AN EQUALLY SPACED

SYMMETRICAL PATTERN. SUBMIT

SHOP DRAWING FOR APPROVAL

NOTE:

6" PERIMETER TRIM

USG "COMPASSO"

OR EQUAL

3/4" EDGE

GYPSUM BOARD

SUSPENSION

RUNNER

ACOUSTIC TILE

SUSPENDED RUNNER

/2

M

A X

G A

P

/4

M

IN

CEILING GRID AND TILE MAY OVERLAP OVAL

CEILING 12" MAX BUT MUST ALLOW FOR WIRE

SUPPORT AND BRACING INSTALLATION PER

CEILING DESIGN CRITERIA SHOWN ON SHEETS

AE501 AND AE502

CAP 3-15-0029-K

VARIA ECORESIN

UNIVERSAL

ANCHORING KIT 3-15-

8000-K. INCLUDES 1/4"

FLANGE 3-15-3051

BARREL 3-15-0727

THREADED ROD SUPPORT

(MANUFACTURER PROVIDED)

/4

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:26 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE505

ARCHITECTURAL DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

1" = 1'-0" AE505

1 SUN SHADE SECTION

12" = 1'-0" AE505

2 X-RAY UNIT SUPPORT

1/2" = 1'-0" AE505

3 EQUIPMENT SCREEN WITH EIFS FINISH

SCALE: NTS AE505

SUSPENDED BACK-LIT DECORATIVE RESIN PANEL4

SCALE: NTS AE505

DECORATIVE RESIN PANEL EDGE5

SCALE: NTS AE505

SUSPENDED OVAL GYPSUM BOARD CEILING6

1" = 1'-0" AE505

7 SUSPENDED OVAL CEILING EDGE

6" = 1'-0" AE505

8 POINT SUPPORT DETAIL

NOTE: RESIN PANEL: MANUFACTURER = 3FORM,

TYPE/STYLE = VARIA ECORESIN FRAY BASALT / STRUCTURED BAMBOO / POWDER

H S S 4X

4X 5/

H S S 4X

4X 5/16

2L6X6X5/8X3/8

5 4

0'-0"

TOC

PROVIDE STD.

PARAPET ALUM.

CAP AT LADDER

(V

IF

7" 9 1/2"

M A

X

(V

IF

MIN

7"

1' - 8 1/4"

2' - 0"

T.O. ROOFING

T.O. ROOF CURB

PREFABRICATED

ALUMINUM LADDER

WITH ROOF CURB

RETURN CROSS

OVER PLATFORM

SECTION ELEVATION

AE506

T.O. ROOFING

SIM

1" MAX

1/2" MIN.

1" MAX

1/2" MIN.

(V

IF

/8

CEILING PER PLAN

METAL STUD FRAMED SOFFIT

WITH 5/8" TYPE 'X' GWB FINISH

SHOP FABRICATED WOOD TRIM

CONSISTING OF FIRE TREATED CUT TO FIT

WOOD BLOCK FINISHED ON BOTH SIDES

AND BOTH ENDS WITH PLASTIC LAMINATED

1/2" PLYWOOD. PLASTIC LAMITATE COLOR

TO BEST MATCH MODULAR DENTAL

CONSOLE PARTITION COLOR.

MODULAR DENTAL CONSOLE PARTITION -

FIELD VERIFY PARTITION DIMENSIONS

GROUT

WATERPROOF

MEMBRANE

FLOORING

SEALANT

POLYETHYLENE

BACKER ROD

RESINOUS FLOORING

RESINOUS FLOORING

AND BASE SYSTEM

OVER WP MEMBRANE

(E) CONC. SLAB

THRESHOLD

DOOR

SEALANT AND BACKUP ROD

KEYED EDGE

SPOT WELD METAL STUD

TO BRACING - TYP

5/8" GWB ALL AROUND

STEEL BASE

WHERE EXPOSED GUSSET

PLATES OCCUR INSTALL

GWB TIGHT AGAINST PLATE

AND CAULK

1 1/2" METAL FURRING

STUDS-TYP

RESINOUS FLOORING AND

BASE SYSTEM OVER WP

MEMBRANE

(E) OR (N) GWB, CONC.,

OR PLASTER FINISH

(E) OR (N) WALL

METAL COVE STRIP

SHEET NOTES

1 2X PRESSURE TREATED WOOD BLOCK.

2 SINGLE PLY TPO ROOF MEMBRANE.

3 6" COLD ROLLED METAL STUDS.

4 5/8" TYPE "X" GLASS MAT FACED GYPSUM BOARD SHEATHING.

5 WEATHER RISISTANT BARRIER (WRB)

6 2" THICK EXTERIOR INSULATED FINISH SYSTEM (EIFS).

7 ALUMINUM J-MOLD PER SIDING MANUFACTURER.

8 STANDARD SQUARE ALUMINUM COPING

9 MANUFACTURER'S ALUMINUM COPING END COVER

10 SEALANT.

6" METAL STUDS @24" O.C.

LEAD LINED

GYPSUM BOARD

C E

IL

IN

G

REF: 2/S4.1

AE508

AE508

L E

A D

S H

IE

L

D

IN

G

STANDARD GWB

AE506 STAIR LANDING

/2

T.O. LANDING

14'-0" AFF

STAIR LANDING

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:29 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE506

ARCHITECTURAL DETAILS

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

SCALE: NTS AE506

PREFABRICATED ALUMINUM LADDER1

SCALE: NTS AE506

PARTITION DETAIL2

NOTE: FIELD VERIFY ALL DIMENSIONS

SCALE: NTS AE506

EPOXY FLOORING DRAIN ISOLATION DETAIL6

SCALE: NTS AE506

EPOXY FLOORING EDGE AT THRESHOLD5

SCALE: NTS AE506

FURRING AT BRACE3

SCALE: NTS AE506

INTEGRAL RESINOUS COVED BASE4

1/4" = 1'-0" AE506

7 INFILL ELEVATION

1" = 1'-0" AE506

8 ROOF CURB PLAN VIEW AT STAIR LANDING

1" = 1'-0" AE506

9 ROOF CURB SECTION VIEW AT STAIR LANDING

H

6.8

AE507

AE507

EQ EQ EQ EQ6 3/8" 6 3/8" 6 3/8"

22'-3"

AE510

TYP OF (3)

AE507

TYP OF (6)

FINISH FLOOR

0"

6.8

AE510

6'-6"

RUBBER BASE

S.S. CORNER BOARD EACH

END

PREFAB F.R. PLAM PANELS

PREFAB PRIVACY SCREEN RESIN PANEL

6'-0" LONG x 2'-0" HIGH

SCREWED TO TOP OF WALL

RESIN PANEL: MANUFACTURER = 3FORM,

TYPE/STYLE = GO-GO

CASTAWAY/SKYDIVE/POWDER, WITH

FOUR SIDED FRAME.

AE507

AE507

FINISH FLOOR

0"

EQ EQ

PREFABRICATED PRIVACY

SCREEN ON ALUM. FRAME

3'-6"

AFF

TOP AND BOTTOM

METAL TRACK

3 5/8" METAL STUDS

@ 16" O.C. MAX

R-11 BATT INSULATION

BETWEEN STUDS

SOLID SURFACE CAP

CUT TO FIT (FLUSH W/

BASE EDGE)

CONT. SEALANT

PREFAB 1/4" FIRE

TREATED PLAM

PANEL GLUED TO

GWB (BOTH SIDES)

5/8" TYPE 'X' GWB

(BOTH SIDES)

PONY WALL

REINFORCEMENT

(SSD)

ANCHOR BASE AND FLOOR

PER SCHEDULE

6 3/8"

6'-0"AFF

(AT PRIVACY

PARTITION)

PREFAB 1/4" FIRE

TRATED PANEL GLUED

TO GWB BOTH SIDES

SURFACE MOUNTED

S.S. WALL END

GUARD SIZE TO FIT

DBL METAL

STUD

R-11 BATT INSL

BETWEEN STUDS

5/8" TYPE 'X' GWB

BOTH SIDES

3-5/8" METAL STUDS

@ 16" O.C. MAX.

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:04:31 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

AE507

ARCHITECTURAL DETAILS -

RECEPTION COUNTER

J. ALFARO

612-164

A. SHRESTHA

08/10/2022

1/2" = 1'-0" AE507

1 RECEPTION COUNTERS

1" = 1'-0" AE507

2 RECEPTION COUNTER SECTION

3" = 1'-0" AE507

3 LOW PARTITION SECTION

3" = 1'-0" AE507

4 RECEPTION PARTITION END DETAIL

(PRIVACY PARTITION AT KIOSK SIM.)

D

5 6 4 2 8 3

15 16 7 10 1 3 19

H

616 1 3 4 15 10 7

CG

M

5" VARIES

465 19

J

8"

1'-8"

3'-0"

1'-0"

GENERAL NOTES

1. FOR WALL TYPE CONSTRUCTION MATERIALS, GAUGES, SIZES, AND

OTHER REQUIREMENTS SEE DETAILS ON SHEETS AE301 THROUGH

AE303 AND SPECIFICATIONS. FOR ADDITIONAL PLAN DIMENSIONS SEE

SHEET AE101.

2. THE DETAILS CONTAINED ON THIS SHEET ARE REPRESENTATIVE OF

TYPICAL CONSTRUCTION FRAMING AT VARIOUS CONDITIONS.

CONTRACTOR SHALL USE BEST INDUSTRY FRAMING PRACTICES AS

SPECIFIED AND AS RECOMMENDED BY METAL STUD MANUFACTURER TO

ACHIEVE A CODE COMPLIANT INSTALLATION.

3. TYP CORNER GUARDS ARE 3"x3" U.O.N.

SHEET NOTES

1 EXTERIOR METAL STUD WALL

2 INTERIOR METAL STUD WALL

3 METAL STUD TRACK

4 STRUCTURAL COLUMN

5 STRUCTURAL BRACE

6 STRUCTURAL GUSSET PLATE

7 EIFS WALL SYSTEM OR ALUMINUM METAL PANEL PER WALL SECTIONS

ON SHEET AE301 & 302 AS APPLICABLE

8 GWB

9 CORNER GUARD

10 EXTERIOR GWB SHEATHING

11 TUBE STEEL COUMN.

12 ONE-HOUR RATED WALL ASSEMBLY

13 CUT TOP AND BOTTOM TRACK AS NECESSARY TO ALLOW FOR

STRUCTURAL STEEL COLUMN.

14 METAL STUD COLUMN FURRING.

15 VAPROR BARRIER.

16 WATER RESISTANT BARRIER.

17 LEAD LINED GWB AT X-RAY.

18 HANDRAIL/BUMPER COMBINATION

19 R-19 BATT INSULATION - TYP

20 R-11 BATT INSULATION - TYP

21 ALUMINUM METAL PANEL

D

18 8 4

2 35

CGCG

CG CG

F

2 3

CGCG

CGCG

F

J.6

2 8 43 6 5

L I C

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

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

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