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REMOVE (E) CEILING AS REQUIRED
FOR NEW WALL
DEMOLITION FLOOR PLAN1
A-1011/4" = 1'-0"
4015839
Aptos, California 95003
BID SET
01-113103
SHEET NOTES
1. DASHED OR DOTTED LINES DENOTE EXISTING TO BE REMOVED.
2. THIS PLAN IS FOR REFERENCE ONLY. ARCHITECT DOES NOT
GUARANTEE ACCURACY OF THE EXISTING CONDITION.
3. FOR REMOVAL OF PLUMBING ITEMS SEE PLUMBING DRAWINGS.
4. FOR REMOVAL OF MECHANICAL ITEMS SEE MECHANICAL DRAWINGS.
5. FOR REMOVAL OF ELECTRICAL FIRE ALARM AND SIGNALS ITEMS SEE
ELECTRICAL DRAWINGS.
6. WHERE (E) WALLS ARE DESIGNATED TO REMAIN, REMOVE PLUMBING
ITEMS & RELATED PIPING BACK TO WALL AND CAP INSIDE WALL.
7. WHERE (E) WALLS ARE DESIGNATED TO REMAIN, REMOVE ELECTRICAL
OUTLETS & RE-FINISH WALL SURFACES TO MATCH (E).
8. REMOVE DOORS AT (E) LOCKERS AND CHALKBOARDS FOR RE-USE AND
TURN OVER TO THE OWNER.
9. ABATEMENT UNDER SEPARATE CONTRACT INCLUDES THE FOLLOWING
(ONLY KEY ITEMS NOTED):
A. REMOVAL OF GYP. BD. AND STUD WALLS, U.O.N.
B. REMOVAL OF ALL FLOOR FINISHES & UNDERLAYMENT DOWN TO
STRUCTURAL PLYWOOD.
C. REMOVAL OF CEILING PLASTER AND 1X4 FURRING STRIPS
D. CABINETS & COUNTERTOPS
E. PIPE INSULATION
F. INTERIOR DOORS
G. FLUORESCENT LIGHT FIXTURES
10. SOME GYP. BD. WILL REMAIN IN ROOM IN ROOM 612: CONTRACTOR TO
IDENTIFY ANY GYB. BD. AREAS REQUIRING CUTTING AND ADVISE
DISTRICT TO BRING THE ABATEMENT CONTRACTOR BACK TO PERFORM
THE WORK.
NOTE: BEAMS & SUPPORT POSTS TO REMAIN
EXISTING WALL TO REMAIN
WALL LEGEND
WALL TO BE DEMOLISHED & REMOVED
MM
MS
1/4" = 1'-0"
POST TO REMAIN
04/11/13
G
V
G
V
44'-2"
4'-0"
5'-0"
4'-0"
4'-2"
3
11
11
10'-0"
9'-2"
EQUAL EQUAL
4'-7"
2'-0"
A-201
1
6'-11"
12'-11"
8
7
48" M
IN
.
6'-6"
3'-4 1/2"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"14'-0"14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0"
4015839
Aptos, California 95003
BID SET
01-113103
MM
MS
1/4" = 1'-0"
SHEET NOTES
1. SEE SHEET A-601 FOR CASEWORK, FINISH AND
COLOR AND OPENINGS SCHEDULES.
2. SEE SHEET A-502 FOR WALL TYPES.
3. FOR EXIT AND ROOM IDENTIFICATION SIGNS
SEE 12/A501
WALL LEGEND
TWO HOUR RATED
FIRE BARRIER WALL
NEW WALL
EXISTING WALL TO REMAIN
NEW FURRING WALL
/ EXISTING WALL
1
A-102
FLOOR PLAN
1/4" = 1'-0"
GAS
VALVE
WATER
04/11/13
10'-0"
SUSPENDED ACOUSTICAL
CEILING
(E) 3 X 16 CEILING JOIST
(E) 2 X 12 BLOCKING
(E) TIMBER TRUSS
(E) 1/2" PLYWOOD
(E) 2 X 12 BLOCKING
(E) 3 X 16 CEILING JOIST
2 X 4 BLOCKING
5/8" GYP. BD. FIRE BLOCKING
5/8" GYP.BD. CEILING
WALL TYPE "B", SEE A-502
10
'-0
" T
O F
IN
IS
H F
LO
OR
4015839
Aptos, California 95003
BID SET
01-113103
IL
MS
1/4" = 1'-0"
1
A-201
BUILDING SECTION
1/4" = 1'-0" A-102
6
A-201
WALL HEAD DETAIL @ (E) TRUSS
1/4" = 1'-0" -
04/11/13
ASSISTIVE
LISTENING
SYSTEM
AVAILABLE
PLEASE
ASK
STAFF
A-505
5
A-501
5
A-505
12B
A-505
12B
4015839
Aptos, California 95003
BID SET
01-113103
IL
SM
1/4" = 1'-0"
1
A-402
ROOM 610 - INTERIOR ELEVATIONS
1/4" = 1'-0" A-102
A. NORTH
C. SOUTH
B. EAST
D. WEST
3A. NORTH
3C. SOUTH
3B. EAST
2A. NORTH
2C. SOUTH
3
A402
ROOM 610 - ALTERNATE #2
1/4" = 1'-0" A-102
2
A402
ROOM 610 - ALTERNATE #1
1/4" = 1'-0" A-102
4
A402
ROOM 611 - ALTERNATE #1
1/4" = 1'-0" A-102
4A. NORTH
04/11/13
VENT STACK
INSULATED ROOF CURB
EXISTING ROOF FRAMING
EXISTING ASPHALT
SHINGLES ON BUILDING
PAPER, REMOVE AS
REQUIRED TO INSTALL
NEW CURB WATER TIGHT
WITH FLASHING AND
COUNTER FLASHING
ADD 2 X FRAMING ALL
AROUND OPENING WITH
L50 EACH END EACH 2X
VERIFY
(E) 2 X 6 STUD WALL
2- LAYERS OF 5/8"
TYPE "X" GYP. BD.
BOTH SIDES
ACCESS DOOR ( 90
MIN. RATED)
NOTE: JAMB DETAIL
SIMILAR
(E) OPENING FRAME
8" M
IN
.
16 GA X 2" RING
AROUND EXHAUST DUCT
WITH 4 # 10 S.M.S. TO
DUCT AND # 10 X 2"
WOOD SCREWS TO
EACHE ADDED 2 X
CORRESPONDING
GRADE 2 BRAILLE
LETERRING 1/32" RAISED UPPER CASE
HELVETIC MEDIUM
608
6 1/4"
1/2"
2"
3/8"
1/2"
1/2" MIN.
NOTE: SIGN, CHARACTER
AND BRAILLE TO
CONFORM TO 2010 CBC
AMENDMENT DATED
8-1-12 SECTION 1117.5
SIGNS AND
IDENTIFICATION
RADIUS CORNERS, TYP.
48" M
IN
. T
O
FIN
IS
H F
LO
OR
6 1/4"
1/2"1/2"
1/2" MIN
MA
X.
1/2"
2"
3/8"
1/2"
MA
X.
10" TO DOOR OPENING
LATCH SIDE, TYP.
SIGN # COPY
1 608B
2 608A
3 610A
4 610B
5 611A
6 611B
7 612
8 611C
ROOM IDENTIFICATION SIGN
EXIT SIGN
NOTE: FOR
FURTHER NOTES
SEE ROOM
IDENTIFICATION
SIGN
BACKGROUND COLOR BY ARCHITECT
C
L
48" M
IN
. T
O
FIN
IS
H F
LO
OR
FUME HOOD
EXHAUST DUCT,
SEE
MECHANICAL
DRAWINGS
4- # 12 S.M.S.
EQUALLY SPACED
ADD 2 x 4 (FLAT)
BLOCKING ALL
AROUND
4- # 10 x 2 1/2"
WAFFER HEAD
SCREW, EQUALL Y
SPACED
BASE CABINET,
SEE A-601
FINISH FLOOR
CO
NT
RO
L M
OU
NT
IN
G H
EIG
HT
48" M
AX
.
LIGHT SWITCH
& RECEPTACLE
UTILITIES
RECEPTACLE
REMOVABLE
ENCLOSURE PANEL
PAINTED
CEILING
ALARM LOCATION
-
5
CEILING
REMOVABLE
ENCLOSURE PANEL
2 X HEADER WITH # 12 X
3" F.H.W. SCREWS EACH
ADDED 2X
3"x6"X10 GA. GALV.
CLIP ANGLE, 8" LONG
ATTACHED TO WALL
W/ (2) #12x2" S.M.S. &
(2) # 13x2" HEX TEC
SCREW TO TOP OF
HOOD (MIN. OF 2)
FUME HOOD
NOTE: FUME HOOD &
BASE UNIT MFR. TO
PROVIDE DETAILED
DRAWINGS OF
SEISMIC ANCHORAGE
SYSTEM, DETAILS AS
SHOWN ARE MIN.
REQUIREMENTS
FUME HOOD BASE
UNIT
34" M
AX
. T
O W
OR
KS
UR
FA
CE
OPEN
BACKING, SEE 1/A-503
BACKING, SEE 1/A-503
(E) 3 X16 CEILING
JOISTS @ 24" O.C.
82 1/2"
36" M
AX
.
48"
8"
3"x 6" x 10 GA. GALV.
CLIP ANGLE, 8" LONG
ATTACHED TO WALL
W/ (2) #12 x 2" S.M.S. &
(2) # 13 x 2" HEX TEC
SCREW TO EACH SIDE
OF HOOD
RADIUS CORNERS
1'-2 3/8"
3'-0"
3'-0" T
O F
IN
IS
H F
LO
OR
PROVIDE BLACK LETTER ON
WHITE BACKGROUND
LETTER 6" HIGH, STROKE 3/4"
1'-6" MIN.
-
8
12"
MIN
.
ADDED 2 X 4 WITH 2- # 12 X 3"
WOOD SCREWS TOP & BOTTOM
TO (E) CEILING JOISTS, TYP.
EACH JOIST ABOVE HOOD;
SHAPE EDGE AS NECESSARY TO
BE PARALLEL TO FUME HOOD
A-503
5A
A-503
5B
4015839
Aptos, California 95003
BID SET
01-113103
IL
MS
AS NOTED
3
A-501
ATTIC ACCESS DOOR HEAD DETAIL
3" = 1'-0" A-201
2
A-501
ROOF CURB DETAIL
3" = 1'-0" A-201
11
A-501
FUME HOOD ELEVATION
1" = 1'-0" A-102
5
A-501
FUME HOOD SECTION
1" = 1'-0" -
6
A-501
EYE WASH / SHOWER STATION
1" = 1'-0" A-102
9
A-501
DOOR BLOCKED SIGN
1" = 1'-0" A-102
12
A-501
SIGNAGE DETAILS
3" = 1'-0" A-102
8
A-501
EYE WASH/SHOWER STATION BASE DETAIL
1 1/2" = 1'-0" -
04/11/13
5/8" GYP. BD.
BOTH SIDES
DOUBLE WALL WITH
362 S150-33 STUDS
@ 16" O.C. MAX.
1'-2 1 /2"
5/8" GYP. BD.
BOTH SIDES
5/8" TYPE
"X" GYP. BD.
250 S125-33 STUDS @ 16" O.C. MAX.
SET PLUMB & FASTENED TO C.M.U.
EXISTING
CONCRETE
MASONRY UNIT
EXISTING CONCRETE
MASONRY UNIT
5/8" TYPE "X" GYP. BD.
(E) EXTERIOR
CONCRETE
MASONRY UNIT
5/8" GYP. BD.
1. GYPSUM BOARD FINISHES WILL COMPLY
WITH GA-214 LEVELS OF GYPSUM BOARD
FINISH.
a. FINISH TO WALLS TO RECEIVE
PAINTED WHITEBOARD TO
HAVE FINISH LEVEL 5.
b. ALL OTHER WALLS TO RECEIVE FINISH
LEVEL 4.
2. CONTRACTOR WILL VERIFY AND
COORDINATE WALLS AND PARTITIONS
THAT REQUIRE NON-TYPICAL
THICKNESSES OWING TO STRUCTURAL,
MECHANICAL, ELECTRICAL, OR
EQUIPMENT REQUIREMENTS.
3. BLOCKING WILL BE PROVIDED FOR THE
ATTACHMENT TO WALLS FOR ALL
CASEWORK AND EQUIPMENT, SEE
1/A-503.
4. INSTALL MOISTURE RESISTANT GYP. BD.
BEHIND AND SIDE WALL NEXT TO
EMERGENCY SHOWER.
5. FOR TYPICAL PARTITION SECTIONS, SEE
2 /A-505
6. PROVIDE #10 S.M.S. EACH FLANGE EACH
STUD TO TOP AND BOTTOM TRACK.
7. MAXIMUM STUDS HEIGHT = 10'-0"
NOTES
5"1/2"
1/2"1/2"
2 HOUR RATED WALL
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
(E) 1 /2" PLYWOOD
(E) 6 X 8 RAFTER
(E) ACCESS DOOR OPENING FRAME TO
RECEIVE NEW 90 MIN. ACCESS DOOR, SEE
A-201
2- LAYERS OF 5/8" GYP. BD. BOTH SIDES
3'-0" X 4'-0" ACCESS DOOR 90 MIN.
RATED BEYOUND. SEE DETAIL 3/A-501,
(E) 10" X 24"
BOND BEAM
(E) 3 X 16 JOISTS
FINISH FLOOR, ON
UNDERLAYMENT AND BASE
AS SCHEDULED
( E) CONCRETE FOOTING, FILL
ALL (E) OPENINGS WITH FIRE
STOPPING MATERIAL
(E) 3 /8" PLYWOOD
(E) 1 1 /8" PLYWOOD SUB
FLOORING
L
C
2 HOUR RATED WALL
GA FILE WP 4135
FIRE TEST: FM WP 360, 9-27-74
WALL TYPES
WALL TYPE
WALL TYPE
WALL TYPE
2 HOUR RATED WALL
WALL TYPE
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
5 /8 " ACOUSTICAL
TILE GLUED TO 1/2"
GYPSUM BOARD
BATT
INSULATION
400S162-43 STUDS @
16" O.C. MAX.
EXISTING OPENING
IN MASONRY WALL
2 LAYERS 5/8" TYPE
"X" GYP. BD.
2 HOUR RATED WALL
GA WP 5015, UL R4024-13
WALL TYPE (DOOR OPENING
FILLER)
(E) 2 X 6" SILL PLATE
SUSPENDED
CEILING, WHERE
OCCURS, SEE
REFLECTED
CEILING PLANS
WALL TYPE "C OR "D", FOR
METAL STUDS NOTES AND
ATTACHMENTS SEE 2/ A-505
5/8" GYP. BD.
ONE SIDE
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
(E) 2 X 6 STUD WALL
FIRE SEALANT
FIRE
SEALANT
ACUSTICAL
INSULATION
BATT
INSULATION
FIRE SEALANT
FIRE SEALANT
FOR CEILING PERIMETER
ATTACHMENT SEE 4/A-504
(E) 4 x 6 SILL PLATE WITH (E) 3/4" Ø
ANCHOR BOLTS AT 4'-0" O.C.
362S150-33 STUDS @ 16" O.C. MAX.
(@ LAB SIDE).
1/4" Ø x 2" TAP CON
SCREW ANCHORS
@ 16" O.C.
400T150-43 ALL AROUND
OPENING WITH 1/4" Ø x 2"
TAP CON SCREW ANCHORS
@ 16" O.C.
250S125-33 STUDS
@ 16" O.C. MAX.
250S125-33 STUDS @
16" O.C. MAX.
362S150-33 STUDS
@ 16" O.C. MAX.
362S150-33 STUDS
@ 16" O.C. MAX.
VOID
VOID
5/8" TYPE
"X" GYP. BD.
NOTE: SEE DETAIL 12/-
FOR ATTACHMENT TOP
AND BOTTOM18 GA TRACK WITH # 12 x 3"
SCREWS @ 16" O.C. TO (E) FLOOR
JOISTS; PRE DRILL TRACK FOR
SCREW
NOTE: SEE DETAIL 12/-
FOR ATTACHMENT TOP
AND BOTTOM
NOTE: SEE DETAIL 12/-
FOR ATTACHMENT TOP
AND BOTTOM
4015839
Aptos, California 95003
BID SET
01-113103
AS NOTED
6
A-502
WALL TYPE SCHEDULE
3" = 1'-0" A102
12
A-502
2-HOUR RATED WALL
3" = 1'-0" AXXX
04/11/13
#14 x 3" SELF-TAPPING
S.M.S. @ 16" O.C.
COUNTERTOP W/ SPLASH
BACKING,
SEE 1/A-503
3
4
" CABINET TOP
3/4" CABINET BOTTOM
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
CABINET BACK
3"
BASE, SEE SCHEDULE
4"
PARTITION,
SEE PARTITION
SCHEDULE
3
4
" CABINET BOTTOM
CONT. 1x 4 SPACER
CABINET BACK
CONT. 1x WOOD
SPACER
B. BOTTOM
A. TOP
BACKING,
SEE 1/-
BACKING,
SEE 1/-
CONT. 1x 4
SPACER
CONT. 1x 4
SPACER
B. BOTTOM
A. TOP
1
2
" RADIUS ON TOP FRONT EDGE
COMPOSITE COUNTERTOP (DELETE
PLYWOOD BASE AND PROVIDE
ROUNDED EDGE).
1 1/2"
1 1/2"
3
4
" CABINET TOP
16 GA. X 1 1/2" x 1 1/ 2" x 4"
LONG ANGLE @ 24" O.C., MIN.
(2) PER CABINET, ATTACH
WITH (2) 1/4" X 2 1/4" TAPCON
ANCHOR BOLTS (2" O.C.
EACH WAY), TOP & BOTTOM
(2) #8 x
5
8
" PAN HEAD TACK
SCREWS
CABINET BOTTOM
CABINET BACK
(E) CMU WALL
COUNTERTOP & SPLASH
2 X 2 BLOCKING TO (E) MULLION
WITH (2) # 12 x 3" F.H.S.S.
(E) HORIZONTAL MULLION
TRIM FROM 1 X TO BLOCKING
WITH FINISH NAILS.
(E) WINDOW
(E) CMU WALL BEYOND
ALTERNATE # 1 DETAIL
ALT. # 1 FURRING WALL TYPE "E"
BEYOND
TYPICAL DETAIL
(E) 1-
1
8
" PLYWOOD
# 8 X 1 1/2" F.H.W.S. OR BOLT
(WITH ACORN NUT)
1 1/2" X 1 1/2" X 2 " LONG, 16
GA ANGLE
# 14 X 3 1/2" F.H.W.S. SET
FLUSH
BASE FROM 2 X
(E) 1-
1
8
" PLYWOOD
1 1/2" X 1 1/2" X 2 "
LONG, 16 GA
ANGLE @ 16" O.C.
# 8 X 1 1/2" F.H.W.S.
@16" O.C., TYP.
#14 X 3" WOOD
SCREW
@ 16" O.C. TO (E)
FLOOR JOISTS
(E) 1-
1
8
" PLYWOOD
A. WITH TOE SPACE
B. NO TOE SPACE
FOR NOTES SEE
BELOW
TRIM FROM 1 X TO METAL CAP
WITH # 8 SELF-TAPPING SCREWS
ALT. # 1 FURRING WALL LOW AT
CABINET
ADD 4 x 4 BLOCKING AS
NECESSARY
1 1/2" X 1 1/2" x 2" LONG,
16 GA ANGLE @ 16" O.C. -
3 PER CABINET, MIN.
# 8 x 3/4" F.H.W.S.
# 8 x 3/4" F.H.W.S. @ 16" O.C.
1 1/2" X 1 1/2" x 2" LONG,
16 GA ANGLE @ 16" O.C. -
3 PER CABINET, MIN.
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
2" X 2" x 2" LONG, 16 GA
ANGLE @ 16" O.C. - 3 PER
CABINET, MIN.
# 8 x 3/4" F.H.W.S. @ 16" O.C.
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
BASE FROM 2 X
WALL CABINET
W/ ADJUSTABLE
SHELVES,
CONFIGURATION
VARIES
T.O. CASEWORK,
SEE SCHEDULE
SE
E S
CH
ED
UL
ES
EE
S
CH
ED
UL
E
4"
SP
LA
SH
COMPOSITE
COUNTERTOP
BASE CABINET
W/ ADJUSTABLE
SHELVES,
CONFIGURATION
VARIES
6
9
8
DRAWER W.O.
SINK W.O.
S
T
U
D
S
P
A
C
I
N
G
NOTE: MOUNT ITEM
TO BACKING WITH #12
SELF-TAPPING
SCREWS U.O.N.
METAL STUDS, 16
GA. MIN.
600S162-54 STUD,
FASTEN TO FRAMING
STUDS W/ (3) #12
SELF-TAPPING
SCREWS EACH STUD
12
12
36"
30" MIN.
ISOMETRIC
PLAN
9
4
AT CMU WALL
4"
2'-10" M
AX
.
2'-3" M
IN
..
SECTION "A"
A
6A
6B
5'-0"
2" 2"
4'-8"
ELEC. FLUSH TABLE BOX
@TYPE 1 TABLE
1" EPOXY TOP
ADJUSTABLE
LEGS
2"1"
1"2"
1'-6"
2'-0" A
T T
YP
E 1
NOTE: ELECTRICAL 'TABLE BOX' WITH FOUR 3 PRONG 110V ELEC.
RECEPTACLES. TABLE BOX TO BE FLUSH MOUNTED IN EPOXY TABLE TOP
WITH RETRACTABLE COVER. UNDERSIDE OF E. TABLE BOX TO HAVE A 6'
LONG CONVENIENCE CORD WITH 3 PRONG PLUG TO PLUG INTO FLOOR BOX.
2'-3" A
T T
YP
E 2
4015839
Aptos, California 95003
BID SET
01-113103
IL
MS
AS NOTED
3
A503
TYPICAL CABINET SECTION
1 1/2" = 1'-0" A-601
1
A503
TYPICAL BACKING DETAIL
NTS A-601
12
A503
COUNTER TOP EDGE DETAIL
3" = 1'-0" -
6
A503
BASE CABINET ANCHORAGE
3" = 1'-0" -
8
A503
WALL CABINET ANCHORAGE
3" = 1'-0" -
9
A503
BASE CABINET ANCHORAGE
3" = 1'-0" -
4
A503
WALL CAB. CMU ANCHORAGE
3" = 1'-0" -
7
A503
INSTRUCTION BENCH SECTION
11/2" = 1'-0" A-601
10
A503
ACCESSIBLE SINK CABINET
N.T.S. A-601
11
A503
BASE CABINET TO DOOR DETAIL
3" = 1'-0" -
5
A503
ADJUSTABLE HEIGHT TABLE
1" = 1'-0" A-102
04/11/13
SUSPENDED CEILING,
WHERE OCCURS, SEE
REFLECTED CEILING PLANS
18GA. TRACK W/ #12 X 3"
SCREWS @ 16"O.C. TO (E) FLOOR
JOISTS; PRE-DRILL TRACK FOR
SCREW
FLOOR FINISHES ON
UNDERLAYMENT AND BASE,
SEE SCHEDULE
5/8" GYP. BD. TYP., WALL TYPE
VARIES, SEE WALL TYPE
SCHEDULE
ADD 4 x 4 BLOCKING @
2'-0" O.C. WITH U 44
EACH END AS
REQUIRED TO ANCHOR
PARTITION
(E) FRAMING 3 X 16
5 /8 " ACOUSTICAL
TILE GLUED &
STAPLE TO 1/2"
NON-SAG GYP.BD.,
WHERE OCCURS
18 GA. SLIPTRACK WITH #12 X 2"
WOOD SCREWS @ 24"O.C. TO
CEILING JOISTS OR ADDED
BLOCKING; PRE-DRILL TRACK
FOR SCREWS TO (E) LUMBER
(E) PLYWOOD
FLOORING
1/2"
5/8"
1 15/16" 1 15/16"
PARTITION AS SCHEDULED
DOUBLE STUD JAMB
STEEL DOOR FRAME WITH CLIP
STUD ANCHORS @ 24" O.C. WITH
MIN. (2) #12 SMS.
DOOR AS SCHEDULED
JAMB SHOWN, HEAD SIMILAR
(E) CMU WALL
SEALANT AND BACKER ROD
1 /4" Ø X 1 1 /2" EXPANSION
ANCHOR
PROVIDE PLUMB SHIM TO
RECEIVE METAL STUDS
SEALANT AND BACKER ROD
1/2"
(2) # 12 SELF-TAPING
SCREWS @ EACH HANGER
HOOK.
CASE CLAMP AND
HANGER HOOK
BRACKET BY SCREEN
MANUFACTURER,
TYPICAL OF TWO PER
SCREEN
TYPICAL BACKING SEE
1/A-503
SCREEN CASE
(E) FRAMING
ADD 6 x12 (FLAT) WITH L50
EACH SIDE EACH END TO
RECEIVE TWO # 14 X 3 1 /2"
WOOD SCREWS
ACOUSTICAL CEILING TILE
ON GYP. BD.
PROJECTOR MOUNT
BRACKET
PROJECTOR (N.I.C.)
MAX. WEIGHT= 10#
NOTE: FOR PROJECTOR
MOUNTING BELOW
SUSPENDED CEILING USE
TUBE EXTENSION AND
METAL PLATE PER
BRACKET MANUFCATURER
RADIUS CORNERS
1'-0"
5"
7'-0" T
O F
IN
IS
H F
LO
OR
SIGN: SEE T24 - SECTION
1104B.2
8"
12"
1"
1"
1"
1"
2 1/2" METAL
STUDS @ 16" O.C.
MAX.
(E) EXTERIOR
CONCRETE
MASONRY UNIT
5/8" GYP. BD.
BATT
INSULATION
(E) WINDOW
1/2" CORE ATTACH TO
MOUNTING SURFACE WITH
STAPLES AND ADHESIVE BY
MANUFACTURER
INSTRUCTIONS
ACOUSTICAL PANEL,
ALTERNATE # 2
5/8" GYP. BD.
FURRING WALL,
ALTERNATE # 1, REFER
TO DETAIL 9/- FOR
NOTES
(E) WINDOW
NOTE: DETAIL
ALSO APPLIES TO
ALTERNATE # 1
FABRIC
PERIMETER AND
INTERMEDIATE TRACK ATTACH
TO MOUNTING SURFACE WITH
STAPLES OR SCREWS PER
MANUFACTURER
INSTRUCTIONS
ACOUSTICAL
PANEL
FACE OF GYP.
BD. BEYOND
PAINT REVEAL
BLACK
1/2"
LINE OF CEILING
A. PLAN B. SECTION
JAMB ( HEAD SIMILAR)
BASE AND
FINISH FLOOR
(E) FLOOR JOISTS
SEALANT
5 /8 " GYPSUM
BOARD CEILING
WHERE OCCURS
BYPSUM BOARD OR
SUSPENDED CEILING
ACOUSTICAL SEALANT,
WALLS TYPE A AND B ONLY
80" M
IN
. T
O
FIN
IS
H F
LO
OR
.
1/2" MIN. GAP
BETWEEN TRACK
AND TOP OF STUDS
NOTE: CUTTING OR DAMAGING THE EXISTING
REINFORCEMENT DURING THE INSTALLATION OF
NEW ANCHORAGE SYSTEM IS NOT PERMITTED. THE
CONTRACTOR SHALL USE DRILLS EQUIPPED WITH
GROUND FAULT INTERRUPTER, OR DETERMINE THE
EXACT LOCATION OF THE EXISTING REINFORCING
BARS PRIOR TO DRILLING OPERATIONS
ADD 4 x 4 BLOCKING AS
NECESSARY
(STRECHED FABRIC WALL SYSTEM)
CARPET
VYNIL TILE
RESILIENT
TRANSITIONAL
MOLDING
1 3/4"
1/4" M
AX
.
1/4" M
AX
. T
O
CO
MP
RE
SS
ED
CA
RP
ET
UNDERLAYMENT
6"
8"
8"3/8" STROKE
12'-8" 19 @ 8" EA.
5'-4" 8 @
8" E
A.
4015839
Aptos, California 95003
BID SET
01-113103
IL
SM
AS NOTED
3
A-505
PARTITION @ (E) CMU WALL
3" = 1'-0" A-102
2
A-505
TYPICAL INTERIOR PARTITION DETAIL
3" = 1'-0" A-502
4
A-505
DOOR DETAIL
3" = 1'-0" A-601
5
A-505
SCREEN MOUNTING DETAIL
3" = 1'-0" A-401
6
A-505
PROJECTOR MOUNT DETAIL
3" = 1'-0" A-103
7
A-505
SIGN FOR HEARING IMPAIRED
3" = 1'-0" A-102
8
A-505
ROOM CAPACITY SIGN
3" = 1'-0" A-102
9
A-505
WALL FURRING @ (E) WINDOW
3" = 1'-0" A-102
12
A-505
ACOUSTICAL PANEL DETAIL, ALT. # 2
3" = 1'-0" A-102
11
A-505
TRANSITION FLOOR - CARPET/VINYL
FULL SIZE A-102
10
A-505
PERIODIC TABLE PAINTED GRID
1/2" = 1'-0" A-401
04/11/13
2 22
2
2
2
2 22
2 2
2
2 2
2 2
2
2 2
2
2
2
2
22
2
2
2 2
2
2
2
2
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
FUSED DISCONNECT SWITCH, 30A UNO
"AS" -SWITCH AMPS "AF" -FUSE AMPS
NON-FUSED DISCONNECT SWITCH, 30A
UNO "AS" -SWITCH AMPS
COMBINATION DISCONNECT/MAGNETIC
MOTOR STARTER. NUMBER INDICATES
NEMA SIZE "AS" -SWITCH AMPS "AF"
-FUSE AMPS
MOTOR WITH FLEXIBLE CONDUIT
CONNECTION "15" - HORSE POWER
POWER TRANSFORMER RATINGS AS NOTED
JUNCTION BOX
RECEPTACLE DUPLEX 3-WIRE GROUNDING
TYPE, NEMA 5-15R, 120VAC FLUSH WALL
MOUNTED AT 15"AFF UNO
RECEPTACLE QUAD 3-WIRE GROUNDING
TYPE, NEMA 5-15R, 120VAC FLUSH WALL
MOUNTED AT 15"AFF UNO
LIGHTING PANELS SURFACE MOUNTED
POWER PANELS SURFACE MOUNTED
3 #18 AWG, CLASS 2 CABLE FOR LOW
VOLTAGE WIRING IN 1/2" C
CONDUIT AND WIRE HOMERUN TO PANEL &
CIRCUITS AS NOTED ON FLOOR PLAN
CONDUIT CONCEALED, OR IN CEILING SPACE
2#12 1/2"C
3#12 1/2"C
4#12 1/2"C
5#12 1/2"C
FEEDER NAME. MV DENOTES
MEDIUM VOLTAGE
#10 OR OTHER AWG
ADJACENT TO HASHMARKS
INDICATES A WIRE SIZE
OTHER THAN #12AWG. SEE
NEC FOR MINIMUM
CONDUIT SIZES, TABLE
310-16.
POWER EQUIPMENT NAME. TXC DENOTES
TRANSFORMER DESIGNATION
THERMOSTAT BY MECHANICAL
LED EXIT SIGN WITH EMERGENCY
BATTERY BACK-UP ARROWS AS SHOWN
ON FLOOR PLAN.
LIGHTING FIXTURE DESIGNATION, SEE
LIGHTING FIXTURE SCHEDULE. LETTER
INDICATES FIXTURE TYPE PER FIXTURE
SCHEDULE, NUMBER INDICATES TOTAL
INPUT WATTS PER FIXTURE.
FLUORESCENT LIGHTING FIXTURE, SURFACE
OR PENDANT MOUNTED
15
LEGEND & SYMBOLS
100AS
70AF
3P
100AS
3P
100AS
70AF
3P
2
6a
6#12 1"C
7#12 1"C
LPB-2,4,6
T
F
HORN/STROBE LIGHT COMBINATION
(EXTERNAL), 80" AFF (MIN), 96" AFF (MAX)
HORN/STROBE LIGHT COMBINATION
(INTERNAL), 80" AFF (MIN), 96" AFF (MAX)
HEAT DETECTOR -COMBINATION FIXED
TEMP/RATE-OF-RISE
SMOKE DETECTOR CEILING MOUNTED
PHOTOELECTRIC TYPE
HD
F1
F2
SD
HL
HL
L
FACP
MAIN FIRE ALARM CONTROL PANEL
(EXISTING SIMPLEX SYSTEM)
STROBE LIGHT MOUNTED 80" AFF (MIN.),
96" AFF(MAX)
MANUAL PULL STATION 48"AFF
2c#16 AWG
2c#14 AWG
AMPERES INTERRUPTING
CAPACITY
GALVANIZED RIGID STEEL
CONDUIT
INTERMEDIATE DISTRIBUTION FRAME
ABBREVIATIONS
AMPERE
ABOVE FINISHED FLOOR
AMPERE FRAME
SDBC
C
CKT
℄CO
FACP
GFP, GFI
FS
FDR
G, GND
GRS
HH
HP
HZ
IDF
KVA
LCP
MCC
MDB
MH
MTG, MTD
PA
PB
PP
PVC
RPS
SW
UG
UNO
V
WP
XFMR TRANSFORMER
WEATHERPROOF
VOLT
UNLESS NOTED OTHERWISE
UNDERGROUND
SWITCH
REMOTE POWER SUPPLY
POLYVINYL CHLORIDE
POWER PANEL
PULLBOX
PUBLIC ADDRESS
MOUNTING, MOUNTED
MANHOLE
MAIN DISTRIBUTION BOARD
MOTOR CONTROL CENTER
LIGHTING CONTROL PANEL
KILOVOLT AMPERE
HERTZ
HORSEPOWER
HANDHOLE
GROUND, GROUNDING
GROUND FAULT PROTECTION
FLOW SWITCH
FEEDER
FIRE ALARM CONTROL PANEL
CONDUIT ONLY
CENTER LINE
CIRCUIT
CONDUIT
SOFT DRAWN BARE COPPER
BREAKER
AMPERE TRIP
EMH ELECTRICAL MANHOLE
AFF
A, AMP
AF
AIC
AT
BKR
NEMA NATIONAL ELECTRICAL
MANUFACTURER ASSOCIATION
CONDUIT UNDERGROUND
MV
TXC
60
L1
J
ABOVE COUNTER TOP
ACT
ENCL ENCLOSURE
DATA OUTLET FLUSH WALL MOUNTED AT
15" AFF UNO
RMC RIGID METALLIC CONDUIT
PATC PUBLIC ADDRESS TERMINAL CABINET
INTERMEDIATE METAL CONDUIT
IMC
RECEPTACLE APPLETON PLUG, 125VAC,
20A FLUSH WALL MOUNTED AT 15"AFF UNO
RECEPTACLE QUAD 3-WIRE GROUNDING TYPE,
NEMA 5-15R, 120VAC FLUSH FLOOR MOUNTED
RECEPTACLE APPLETON PLUG, 125VAC, 20A
FLUSH FLOOR MOUNTED
(EOL) END OF LINE RESISTOR
FLUORESCENT LIGHTING FIXTURE, RECESSED
IN CEILING, DRAWN TO SCALE.
"a" OUTER LAMPS SWITCHED BY Sa,
"b" -INNER LAMPS SWITCHED BY Sb
TOGGLE SWITCH 120/277V 20A SINGLE POLE
SINGLE THROW UNO. MOUNTED AT 48" MAX
ABOVE FINISHED FLOOR.
ab = SWITCHING
3 = 3-WAY
M = MANUAL STARTER
6ab
CEILING MOUNTED PASSIVE INFRARED DUAL
TECHNOLOGY OCCUPANCY SENSOR SIMILAR
TO SENSOR SWITCH WV-PDT OR EQUAL UNO
SINGLE POLE WALL MOUNTED PASSIVE
INFRARED TECHNOLOGY OCCUPANCY
SENSOR MOUNTED 48" MAX AFF. SIMILAR TO
SENSOR SWITCH WSD OR EQUAL UNO
OC
LIGHTING FIXTURE ON EMERGENCY CIRCUIT
4015839
Aptos, California 95003
BID SET
1. SCOPE OF WORK INCLUDES FURNISHING AND INSTALLING
FIRST-CLASS WORKING SYSTEMS, TESTED READY FOR OPERATION,
COMPLETE WITH LABOR, MATERIALS, APPARATUS, TRANSPORTATION
AND TOOLS REQUIRED FOR THE INSTALLATION IN CONFORMANCE
WITH DRAWINGS AND SPECIFICATIONS.
2. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
3. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE (NEC), UL AND ALL LOCAL CODES
HAVING JURISDICTIONAL AUTHORITY. SECURE AND PAY FOR ALL
REQUIRED PERMITS AND INSPECTIONS, UNO.
4. SUBMIT SIX COPIES OF SHOP DRAWINGS TO PROJECT MANAGER FOR
REVIEW. SUBMITTED DATA MUST SHOW MANUFACTURER'S NAME,
PUBLISHED RATINGS OR CAPACITY DATA AND OTHER PERTINENT
DATA. SUBMITTALS ARE REQUIRED FOR BUT ARE NOT LIMITED TO
THE FOLLOWING ITEMS:
1) CIRCUIT BREAKERS 4) LIGHTING FIXTURES & LAMPS
2) SAFETY SWITCHES 5) PANELBOARDS
3) WIRING DEVICES 6) TRANSFORMER
5. PROVIDE HARD AND ELECTRONIC COPIES OF AS BUILT DRAWINGS TO
OWNER AT END OF PROJECT.
6. CONTRACTOR SHALL GUARANTEE ALL ELECTRICAL WORK FOR A
PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.
7. COORDINATE WORK CLOSELY WITH ALL TRADES.
A. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND
FOR RELATED AND ADJOINING WORK.
B. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL
MECHANICAL EQUIPMENT.
C. REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION OF ALL
PLUMBING EQUIPMENT.
8. KEEP ALL WORK AREAS CLEAN. CLEAN ALL EQUIPMENT, ETC., PRIOR
TO FINAL PAINTING AND AT COMPLETION OF PROJECT.
9. ALL CUTTING AND PATCHING FOR ELECTRICAL WORK SHALL BE PAID
FOR BY THE ELECTRICAL CONTRACTOR BUT PERFORMED BY THE
CONTRACTOR WHOSE WORK IS CUT OR PATCHED.
10.PROVIDE CONDUIT AND WIRING UP TO AND INCLUDING STARTERS,
CONTROLLERS, DISCONNECT SWITCHES OR JUNCTION BOXES FOR
MECHANICAL EQUIPMENT UNLESS OTHERWISE INDICATED.
STARTERS, CONTROLLERS, CONTROL WIRING AND FINAL
CONNECTION TO EQUIPMENT SHALL BE BY ELECTRICAL
CONTRACTOR, EXCEPT FOR STARTERS, FACTORY INSTALLED AS AN
INTERNAL COMPONENT OF THE EQUIPMENT.
11. WIRE SHALL BE COPPER, 600 VOLT INSULATION, MINIMUM AWG. #12,
TYPE THW, THWN, THHN, AS APPLICABLE. SIZES SHALL NOT BE LESS
THAN INDICATED. BRANCH CIRCUIT CONDUCTORS SHALL NOT BE
SMALLER THAN #12 AWG. CONDUCTOR FOR BRANCH CIRCUITS OF
120 VOLTS MORE THAN 100 FEET LONG AND OF 277 VOLTS MORE
THAN 230 FEET LONG, FROM PANEL TO LOAD, SHALL NOT BE
SMALLER THAN #10 AWG. CLASS 1 REMOTE CONTROL AND SIGNAL
CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG.
CLASS 2 REMOTE CONTROL AND SIGNAL CIRCUIT CONDUCTORS
SHALL NOT BE SMALLER THAN #16 AWG. PROVIDE RATED CABLES IN
PLENUM CEILINGS WHERE USED.
12. ALL WIRING SHALL BE IN CONDUIT, MINIMUM SIZE 3/4 INCH WITH
LARGER SIZES AS INDICATED OR REQUIRED BY NEC. ALL CONDUITS
IN WET OR DAMP LOCATIONS SHALL BE RIGID GALVANIZED STEEL OR
SCHEDULE 40 PVC. ALL OTHERS MAY BE EMT UNLESS OTHERWISE
INDICATED. PROVIDE PVC CONDUIT ENCASED IN CONCRETE FOR U/G
AS INDICATED.
A. AT THE OPTION OF THE CONTRACTOR, AND IF LOCAL AUTHORITY
HAVING JURISDICTION ALLOWS THE USE OF FLEXIBLE METAL
CONDUIT, ARMORED CABLE, OR METAL-CLAD CABLE, THEN THE
CONTRACTOR MAY USE THIS WIRING METHOD IN COMPLIANCE
WITH APPLICABLE CODES.
B. USE MAXIMUM 6 FOOT LENGTHS OF FLEXIBLE CONDUIT FOR FINAL
CONNECTIONS TO LUMINAIRES, FOR EQUIPMENT SUBJECT TO
VIBRATION, NOISE TRANSMISSION, OR MOVEMENT, AND FOR ALL
MOTORS. USE LIQUIDTIGHT TYPE IN WET OR DAMP LOCATIONS.
INSTALL SEPARATE GROUND CONDUCTOR ACROSS FLEXIBLE
CONNECTIONS.
13. ALL CONDUITS SHALL BE RUN CONCEALED ABOVE CEILINGS, IN
WALLS, AND IN OR BELOW FLOORS. EXPOSED CONDUITS SHALL BE
RUN PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION.
FINISH SHALL MATCH EXPOSED SURFACES.
14.RECEPTACLES AND SWITCHES: GENERAL-ALL DEVICES SHALL BE 20A
COMMERCIAL SPECIFICATION GRADE OR BETTER-COLOR SHALL BE
WHITE OR AS DIRECTED BY ARCHITECT.
15.THE ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF CEILING
SYSTEM WITH THE GENERAL CONTRACTOR OR CEILING
CONTRACTOR TO INSURE THAT ALL RECESSED LIGHTING FIXTURES
ARE COMPATIBLE WITH THE CEILING SYSTEM BEING INSTALLED.
LIGHTING FIXTURES SHALL NOT BE ORDERED UNTIL TYPE OF
CEILING HAS BEEN VERIFIED.
16.ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS.
17.CONSULT ARCHITECTURAL OR STRUCTURAL PLANS FOR
CONSTRUCTION DETAILS, HEADROOM, ROOM FINISHES, CEILINGS,
ETC.
18.CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTLY PHASING
THE CIRCUITS IN THE PANEL AND BALANCE THE LOAD ON THE
PHASES UNDER NORMAL OPERATING CONDITIONS.
19.CONTRACTOR SHALL VERIFY WIRE SIZES, CIRCUIT BREAKER AND
FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE
ATTENTION OF THE PROJECT MANAGER ONLY DISCREPANCIES
AFFECTING THE WORK PRIOR TO PROCEEDING.
20.ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FEET SHALL BE
PROVIDED WITH A PULL WIRE OR FISH TAPE/CORD. CAP ALL
CONDUIT STUB UP'S.
21.OPENINGS IN EXISTING BUILDING STRUCTURE FOR PASSAGE OF
CONDUITS/CABLES SHALL NOT BE CUT UNTIL THE CONTRACTOR HAS
ASKED FOR AND RECEIVED WRITTEN APPROVAL FROM THE
ARCHITECT.
22.ALL PENETRATIONS OF FLOORS AND WALLS SHALL BE FIRE
STOPPED IN ACCORDANCE WITH NEC AND NFPA.
23.CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN
DEVICES, WITH SPLICES LOCATED ONLY IN JUNCTION BOXES OR
IN CABINETS. CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TO
REACH THE FARTHEST TERMINAL IN PANELS. A MINIMUM OF 6"
LOOPS SHALL REMAIN WHERE CONNECTIONS OR TAPS ARE TO BE
MADE IN BRANCH CIRCUIT WIRING.
24.THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MOUNTING
HEIGHTS FOR SWITCHES, RECEPTACLES, WALL MOUNTED LIGHT
FIXTURES AND TELEPHONE OUTLETS BY THE USE OF THE
ARCHITECTURAL AND ENGINEERING DRAWINGS. SHOULD ANY
CONFLICTS BECOME APPARENT, THE CONTRACTOR SHALL REQUEST
CLARIFICATION PRIOR TO INSTALLATION. IF THE WORK IS NOT
COORDINATED, ANY REMEDIAL WORK SHALL BE DONE AT NO
ADDITIONAL COST TO THE OWNER.
25.MAINTAIN GROUNDING CONTINUITY TO ALL DEVICES AND
EQUIPMENT IN COMPLIANCE WITH THE LATEST NATIONAL
ELECTRICAL CODE.
A. GROUNDING: GROUNDING/BONDING OF RACEWAYS, WIREWAY
SYSTEMS AND EQUIPMENT, SIZES OF WIRES AND CONNECTIONS
TO APPROVED GROUND, SHALL BE IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE.
26.COORDINATE ALL WORK WITH CONSTRUCTION SPECIFICATIONS OF
THIS PROJECT.
27.TEST AND INSPECTION:
A. AT THE TIME OF FINAL INSPECTION, TEST ALL CONNECTIONS TO
PANELBOARDS, BETWEEN CONDUCTORS AND GROUND AS
RECOMMENDED BY THE NATIONAL ELECTRICAL CODE.
B. THE CONTRACTOR SHALL FURNISH THE INSTRUMENTS FOR
MAKING THESE TESTS. TESTS SHALL BE CONDUCTED IN THE
PRESENCE OF AUTHORIZED CONSTRUCTION ENGINEER.
C. THE CONTRACTOR SHALL CORRECT AT OWN COST ANY
EQUIPMENT OR SYSTEMS THAT DO NOT TEST SATISFACTORILY
28.THE CONTRACTOR SHALL FIELD INVESTIGATE THE SOURCE OF THE
ELECTRICAL CIRCUITS. IF ADDITIONAL CIRCUITS ARE REQUIRED,
USE SPARE CIRCUIT FROM THE SAME PANEL. IF NO SPARES ARE
AVAILABLE, INSTALL 20A CIRCUIT BREAKER IN THE PANEL & RUN
2#12 & 1#12G IN 3/4"Ø GRS CONDUIT TO SUPPLY THE NEW LIGHT
FIXTURES. BALANCE THE LOADS IN EACH PHASE OF THE PANEL AS
MUCH AS PRACTICAL.
GENERAL NOTES
RECEPTACLE 3-WIRE GROUNDING TYPE, NEMA
5-15R, 120VAC FLUSH CEILING MOUNTED
ADDENDUM #1 04/11/132 2
2
R6C
R6D
J
1
EF
J
1
MAU
J
2
EF
J
2
MAU
1
2
2
2
3
J
4
5
J
6
J
6
P
7
P
7
P
7
J
6
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
CONNECT TO HVAC EQUIPMENT, SEE MECHANICAL
DRAWINGS FOR EXACT LOCATION AND ADDITIONAL
INFORMATION.
1
SHEET NOTES:
RECEPTACLE AND TELEPHONE OUTLET TO BE
INSTALLED ON THE COUNTERTOP, SEE
ARCHITECTURAL DRAWINGS FOR EXACT LOCATION.
2
PROVIDE 1"CO WITH PULL WIRE UP TO ACCESSIBLE
CEILING SPACE, COMMUNICATIONS WIRES BY
OTHERS.
3
FLOOR MOUNTED RECEPTACLES WITH SHUNT TRIP
BREAKER. EYE WASH WATER FLOW SHALL TRIP
BREAKER FOR FLOOR RECEPTACLES. SEE DETAIL
2 ON SHEET E-205 FOR REFERENCE.
4
WALL MOUNTED POWER STRIP AT 36" AFF.5
4" SQUARE J-BOX FOR WI-FI SYSTEM. PROVIDE
1"CO WITH PULL ROPE TO MAIN UNIT, COORDINATE
WITH OWNER'S REPRESENTATIVE FOR EXACT
LOCATION.
6
CONTRACTOR SHALL VERIFY ABATEMENT
CONTRACTOR HAS COMPLETED HIS SCOPE OF
WORK BEFORE PROCEEDING. CONTRACTOR SHALL
REMOVE RECEPTACLES, LIGHT FIXTURES, LIGHT
SWITCHES, TELE/DATA OUTLETS AND FIRE ALARM
DEVICES ALONG WITH CONDUIT AND WIRES BACK
TO SOURCE. EXISTING PANELS R6C AND R6D ARE
TO BE REMOVED, CLEANED AND REUSED.
DEMO NOTES:
EMERGENCY PUSH BUTTON FOR POWER AND GAS
SHUT-OFF AT INSTRUCTION BENCH CABINET. ALLEN
BRADLEY 800P MODEL.
7
4015839
Aptos, California 95003
BID SET
ADDENDUM #1 04/11/132 2
2
2
2
612
LECTURE
607
CLASSROOM
62
L2
20
L3
27
L1
OC OC
OC OC
OC OC
OC OC
OC OC
OCOC
OCOC
1
2
3
62
L2
2
2
20
L3
4.7
L4
4
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
4015839
Aptos, California 95003
674
BID SET
REFER TO SHEET E-200 FOR LIGHTING
FIXTURE SCHEDULE.
1
SHEET NOTES:
FIXTURE WITH EMERGENCY BATTERY
BACK-UP.
2
OCCUPANCY SENSORS/CONTROLS TO
BE INTEGRATED TO EXISTING LIGHTING
CONTROL SYSTEM.
3
EXISTING LIGHTING FIXTURES TO BE
REMOVED AND RELOCATED. CONTRACTOR
TO CLEAN FIXTURES, RE-LAMP AS
NECESSARY AND RE-WIRE TO NEW
LOCATION.
4
ADDENDUM #1 04/11/132 2
2
2
2
2
2
2
2
(E) 3 X JOISTS
CENTER LINE
6 - SDS 1/4 -6
(E) SOLID
BLOCKING
(E) 2 X6 SILL
(E) CONC. BEAM
END OF ADDED GL
6" 3"
6" 6"
(E) 3 X JOISTS
ADD 3 1/8" GL WITH (2)
SDS 1/4 -6 SCREWS @
24" O.C.
CENTER LINE
4 - SDS 1/4 -6
L
C
(E) TRUSS
3"
6"
(E) PLY SPLICE
PLATE, REMOVE
AS NECESSARY
TO INSTALL GL
(E) 3X JOISTS
NOTCHED @
TRUSS BOTTOM
CHORD, TYP.
(E) 2- 4X8 TRUSS
BOTTOM CHORD
ADDED 3 1/8" GL WITH HU 48
MAX. HANGER, PRE-DRILL FOR
NAILS, PROVIDE 3/8" PLY SHIM
ON SIDE
ADDED 3/8" x 6" x 12" PLY SHIM
ONE SIDE WITH 6-8d TO
GLUMLAM ON SIDE
D
E
F
16
28'-0"
ADD 3 1/8" X 12 GL TO (E) 3 X 16
EACH SIDE OF NEW OPENING
NEW ACCESS OPENING
(E) TRUSS
ADD HU316, TYPICAL @ CUT
JOISTS
(E) 3 X 16 CEILING
JOISTS @ 24" O.C.
ADD 3 1/8 X 15 GL TO (E) 3 X 16
EACH SIDE OF OPENING WITH
HU325 /12 HANGER EACH END
2
S-101
3
S-101
(E) CONCRETE BEAM
BELLOW
(E) CMU WALL
BELLOW
4
S-101
NOTE: LOCATE OPENING TO
BEST CLEAR DUCTS AND
EQUIPMENT
2
S-101
4015839
Aptos, California 95003
BID SET
01-113103
IL
SH
AS NOTED
1
S-101
PARTIAL CEILING FRAMING PLAN
1/4" = 1'-0"
4
S-101
DETAIL
1 1/2" = 1'-0" -
2
S-101
DETAIL
1 1/2" = 1'-0" -
3
S-101
DETAIL
1 1/2" = 1'-0" -
2-16d
Top plates laps and intersections, face nail
Built-up girder and beams
Rim Joist to top plate, Toe nail
Built-up corner studs
Continuous header to stud, toe nail
Double top plates, face nail
8d @ 16" o.c.
4-8d
16d @ 16" o.c. unless noted
16d @ 24" o.c.
3- 16d Eight (8) inch joists or less
Blocking between studs, each end
2x8 Studs and Larger
Stud to sole plate
2x6 Studs and Smaller
Doubled studs, face nail
2x8 Studs and Larger
Sole plate to joist or blocking, face nail
Bridging to joist, toe nail, each end
Top plate to studs, end nail
2x6 Studs and Smaller
Ceiling joists to Top plate, Toe nail
To top plate, Toe nail
Blocking between joists or rafters:
To joist or rafters - Toe nails, each side
To joist or rafters - Toe nails each side each end
Ceiling joists to parallel rafters, face nail
Ceiling joists, laps over partitions, face nail
Joists or rafters at all bearings:
Toe nails, each side
For each add'l four (4) inches in depth of joist
2- 10d toe nails
3- 16d
3-16d Endnails or 4-8d Toe-nails, U.N.
16d @ 24" o.c.
2-16d Endnails or 4-8d Toe-nails, U.N.
2- 16d unless noted
16d @ 16" o.c.
2- 8d
or 2-16d
3- 8d
3- 8d
2- 10d*
2- 10d*
3- 16d
3- 16d
2- 10d*
1- 16d
CONNECTION
Joists or rafters to sides of studs:
NAILING SCHEDULE
COMMON WIRE NAILS
(CBC TABLE 2304.91)
NOTES: *When possible, nails driven perpendicular to the grain shall be used instead of toe nails.
GENERAL NOTES
Site Condition:
Glulaminated Beams:
Lumber:
Nailing:
Bolts:
Bolt Tightening:
Stud Walls:
Double Plates:
Cutting:
Framing Anchors:
Special Inspections:
The Contractor shall examine and check all existing conditions, dimensions, levels and material and notify the Architect any discrepancies.
Glulaminated beams shall be Douglas Fir, 1
1
2
" laminations, combination 24F-V4 (Fb
ten
= 2400 psi; Fb
comp
= 1200 psi; Fv = 165 psi; F
= 650 psi; E
= 1,800,000 psi) for single span beams and 24F-V8 (Fb
ten
= 2400 psi; Fb
comp
= 2400 psi; Fv = 165 psi; F
= 650 psi; E = 1,800,000 psi) for
multi-span or cantilever beams, with exterior glue unless noted. Fabricate in accordance with AITC 117-84 MANUFACTURING, Chapter 23A of the
California Building Code, 2010 Edition (Title 24), and California Building Code Standards. All beams shall be Industrial appearance grade unless noted
otherwise. All structural glued laminated timber shall be continuously inspected during fabrication by an inspector specifically approved by the Division
of the State Architect (DSA). An AITC Certificate will not meet this requirement.
Lumber shall be Douglas Fir No. 1 S4S for 4x and smaller and Douglas Fir No.1 for 6x and larger unless otherwise shown. Pieces with serious defects
shall be discarded. All lumber shall be kiln dried to a maximum moisture content of 12% or less prior to delivery to the job site. Plywood shall be APA
STRUCT I in accordance with U.S. Comercial Standard PS1.
Nailing shall be common wire nails, galvanized when exposed to the exterior. Subdrill where there fastening to existing lumber or where there is danger
of splitting. See Nailing Schedule and CBC Table 2304.9.1 for size and spacing unless noted otherwise.
Bolt holes in wood shall be 1/16 inch oversize. Washers shall be used on all bearings of heads and nuts against wood. Washers shall be standard plain
washers except as otherwise noted. Bolts shall conform to ASTM A-307. Bolts, nuts and washers shall be galvanized where exposed to the weather.
All nuts shall be tightened when placed and retightened at completion of project or immediately before finishing construction work which will make them
inaccessible.
Horizontal solid 2x blocking shall be installed in all walls and partitions where studs are greater than 8' in height. Stud walls supporting beams shall have
posts under bearing unless otherwise noted.
Double plates shall lap a minimum of four feet at splices and be nailed with no less than 10 - 16d nails each side of spice except as otherwise noted or
shown. All cuts in plates shall occur over a bearing.
Cutting & drilling of joists and beams for pipes shall not be permitted without the approval of the Engineer.
Joist hangers, sheet metal framing clips and angles shall be as manufactured by Simpson Strong Tie Company or equal.
The following special inspections, as required by Section 1704A of the California Building Code, 2010 Edition, shall be provided during construction on
the following types of work. The Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or
entity acceptable to the Owner. The Owner shall bear costs of the test and/or inspections.
All construction not specifically detailed shall be built to conform with similar construction shown and the requirements of the California Building
Code, 2010 Edition (Title 24).
A. Glulam beams, per Section 1704.6.2.1.
Wedge Anchors
Minimum Proof Load Tests Values and Embedments
All masonry anchor bolts of the expansion type (loaded in either pullout or shear), shall be proof tested in tension to twice the allowable tension load.
Wedge anchors to be Hilti Kwik-Bolt 3 per ICBO Report No. ESR-1385 re-issued February 1, 2010 or equal.
Light gage steel studs, joists and accessories shall conform to AISI S200-07, North American Standard for Cold-formed Steel framing - General
Provisions and AISI S100-07 North American Specifications of Cold-formed Steel Structural Members. Member sizes shall be of a depth as noted on the
drawings and of a gage necessary to resist 25 psf wind loads for exterior walls and 5 psf for interior walls with a maximum deflection of L/240. Do not
use less than 20 gage members for interior walls and 18 gage members for exterior walls. Submit shop drawings including typical details and fasteners
and calculations for the review of the Structural Engineer prior to fabrication.
Light Gage Steel Framing:
Tapcon Anchors:
Tapcon anchors per ICC ESR-1671, re-issued August 1, 2012.
Size Direct Pull-Out Tension Torque Wrench-Torque Embedments
3/8" dia. 1250# 15 ft-# 2 1/4"
1/2" dia. 1500# 25 ft-# 3 1/4"
5/8"dia. 2100# 65 ft-# 4"
20d @ 32" o.c. at top and bottom
and staggered; 2-20d at ends and
at each splice; 2-20d at each
bearing.
04/11/132 2
2
2
2
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