REMOVE (E) CEILING AS REQUIRED
FOR NEW WALL
Aptos, California 95003
SHEET NOTES
1.
2.
DASHED OR DOTTED LINES DENOTE EXISTING TO BE REMOVED.
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.
04/11/13
BID SET
01-113103
MM
MS
1/4" = 1'-0"
NOTE: BEAMS & SUPPORT POSTS TO REMAIN
WALL LEGEND
EXISTING WALL TO REMAIN
1
A-101
DEMOLITION FLOOR PLAN
1/4" = 1'-0"
WALL TO BE DEMOLISHED & REMOVED
POST TO REMAIN
4015839
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
44'-2"
11
1
A-201
3'-4 1/2"
3
EQUAL
14'-0"
48" MIN.
2'-0"
EQUAL
4'-7"
10'-0"
G
V
14'-0"
G
V
4'-0"
6'-6"
12'-11"
14'-0"
9'-2"
4'-0"
4'-2"
Aptos, California 95003
SHEET NOTES
6'-11"
1.
5'-0"
2.
3.
11
04/11/13
SEE SHEET A-601 FOR CASEWORK, FINISH AND
COLOR AND OPENINGS SCHEDULES.
SEE SHEET A-502 FOR WALL TYPES.
FOR EXIT AND ROOM IDENTIFICATION SIGNS
SEE 12/A501
BID SET
14'-0"
01-113103
MM
7
MS
8
1/4" = 1'-0"
WALL LEGEND
TWO HOUR RATED
FIRE BARRIER WALL
NEW WALL
GAS
VALVE
WATER
FLOOR PLAN
1
A-102 1/4" = 1'-0"
EXISTING WALL TO REMAIN
NEW FURRING WALL
/ EXISTING WALL
4015839
10'-0"
Aptos, California 95003
BUILDING SECTION
1
A-201 1/4" = 1'-0"
A-102
04/11/13
BID SET
(E) 1/2" PLYWOOD
(E) 2 X 12 BLOCKING
01-113103
(E) 3 X 16 CEILING JOIST
(E) TIMBER TRUSS
2 X 4 BLOCKING
5/8" GYP. BD. FIRE BLOCKING
IL
5/8" GYP.BD. CEILING
(E) 2 X 12 BLOCKING
MS
(E) 3 X 16 CEILING JOIST
10'-0" TO FINISH FLOOR
1/4" = 1'-0"
SUSPENDED ACOUSTICAL
CEILING
4015839
WALL TYPE "B", SEE A-502
WALL HEAD DETAIL @ (E) TRUSS
6
A-201 1/4" = 1'-0"
-
A. NORTH
B. EAST
5
A-505
5
A-501
ASSISTIVE
LISTENING
SYSTEM
AVAILABLE
PLEASE
ASK
STAFF
C. SOUTH
D. WEST
ROOM 610 - INTERIOR ELEVATIONS
1
A-402 1/4" = 1'-0"
A-102
12B
A-505
Aptos, California 95003
12B
A-505
04/11/13
BID SET
2A. NORTH
3A. NORTH
01-113103
IL
SM
2C. SOUTH
3C. SOUTH
1/4" = 1'-0"
ROOM 610 - ALTERNATE #1
2
A402 1/4" = 1'-0"
A-102
4015839
4A. NORTH
3B. EAST
ROOM 610 - ALTERNATE #2
3
A402 1/4" = 1'-0"
ROOM 611 - ALTERNATE #1
A-102
4
A402 1/4" = 1'-0"
A-102
12"
MIN.
5
-
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
(E) 3 X16 CEILING
JOISTS @ 24" O.C.
VENT STACK
CEILING
CEILING
BACKING, SEE 1/A-503
REMOVABLE
ENCLOSURE PANEL
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)
4- # 12 S.M.S.
EQUALLY SPACED
FUME HOOD
INSULATED ROOF CURB
8" MIN.
REMOVABLE
ENCLOSURE PANEL
PAINTED
2 X HEADER WITH # 12 X
3" F.H.W. SCREWS EACH
ADDED 2X
ALARM LOCATION
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
UTILITIES
BASE CABINET,
SEE A-601
34" MAX. TO WORKSURFACE
LIGHT SWITCH
& RECEPTACLE
OPEN
FINISH FLOOR
CONTROL MOUNTING HEIGHT 48" MAX.
RECEPTACLE
ADD 2 x 4 (FLAT)
BLOCKING ALL
AROUND
4- # 10 x 2 1/2"
WAFFER HEAD
SCREW, EQUALL Y
SPACED
BACKING, SEE 1/A-503
NOTE: FUME HOOD &
BASE UNIT MFR. TO
PROVIDE DETAILED
DRAWINGS OF
SEISMIC ANCHORAGE
SYSTEM, DETAILS AS
SHOWN ARE MIN.
REQUIREMENTS
FUME HOOD BASE
UNIT
5B
A-503
5A
A-503
EXISTING ROOF FRAMING
ADD 2 X FRAMING ALL
AROUND OPENING WITH
L50 EACH END EACH 2X
VERIFY
FUME HOOD ELEVATION
FUME HOOD SECTION
11
A-501 1" = 1'-0"
A-102
5
A-501 1" = 1'-0"
-
6 1/4"
FUME HOOD
EXHAUST DUCT,
SEE
MECHANICAL
DRAWINGS
Aptos, California 95003
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
04/11/13
BID SET
1/2"
1/2"
NOTE: FOR
FURTHER NOTES
SEE ROOM
IDENTIFICATION
SIGN
ROOF CURB DETAIL
2
A-501 3" = 1'-0"
A-201
01-113103
48" MIN. TO
FINISH FLOOR
MAX.
1/2" 3/8" 2" 1/2"
EXISTING ASPHALT
SHINGLES ON BUILDING
PAPER, REMOVE AS
REQUIRED TO INSTALL
NEW CURB WATER TIGHT
WITH FLASHING AND
COUNTER FLASHING
EXIT SIGN
IL
MS
(E) 2 X 6 STUD WALL
EYE WASH/SHOWER STATION BASE DETAIL
8
A-501 1 1/2" = 1'-0"
-
10" TO DOOR OPENING
LATCH SIDE, TYP.
LETTER 6" HIGH, STROKE 3/4"
PROVIDE BLACK LETTER ON
WHITE BACKGROUND
6 1/4"
NOTE: SIGN, CHARACTER
AND BRAILLE TO
CONFORM TO 2010 CBC
AMENDMENT DATED
8-1-12 SECTION 1117.5
SIGNS AND
IDENTIFICATION
SIGN #
1
2
3
4
5
6
7
8
COPY
608B
608A
610A
610B
611A
611B
612
611C
48"
RADIUS CORNERS
36" MAX.
3'-0"
LETERRING 1/32" RAISED UPPER CASE
HELVETIC MEDIUM
CORRESPONDING
GRADE 2 BRAILLE
AS NOTED
(E) OPENING FRAME
3'-0" TO FINISH FLOOR
48" MIN. TO
FINISH FLOOR
RADIUS CORNERS, TYP.
BACKGROUND COLOR BY ARCHITECT
1'-2 3/8"
1/2" MIN
608
MAX.
1/2" 3/8" 2" 1/2"
1/2" MIN.
2- LAYERS OF 5/8"
TYPE "X" GYP. BD.
BOTH SIDES
1'-6" MIN.
82 1/2"
CL
ACCESS DOOR ( 90
MIN. RATED)
8
-
8"
NOTE: JAMB DETAIL
SIMILAR
4015839
ROOM IDENTIFICATION SIGN
DOOR BLOCKED SIGN
SIGNAGE DETAILS
12
A-501 3" = 1'-0"
A-102
9
A-501 1" = 1'-0"
ATTIC ACCESS DOOR HEAD DETAIL
EYE WASH / SHOWER STATION
A-102
6
A-501 1" = 1'-0"
A-102
3
A-501 3" = 1'-0"
A-201
C
L
NOTES
362S150-33 STUDS
@ 16" O.C. MAX.
362S150-33 STUDS
@ 16" O.C. MAX.
(E) 1 /2" PLYWOOD
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"
250S125-33 STUDS @
16" O.C. MAX.
FIRE SEALANT
(E) 6 X 8 RAFTER
5/8" GYP. BD.
BOTH SIDES
(E) 3 /8" PLYWOOD
EXISTING
CONCRETE
MASONRY UNIT
(E) 2 X 6 STUD WALL
(E) ACCESS DOOR OPENING FRAME TO
RECEIVE NEW 90 MIN. ACCESS DOOR, SEE
A-201
BATT
INSULATION
5/8" TYPE
"X" GYP. BD.
5/8" GYP. BD.
ONE SIDE
2- LAYERS OF 5/8" GYP. BD. BOTH SIDES
VOID
3'-0" X 4'-0" ACCESS DOOR 90 MIN.
RATED BEYOUND. SEE DETAIL 3/A-501,
2 HOUR RATED WALL
GA FILE WP 4135
FIRE TEST: FM WP 360, 9-27-74
1.
NOTE: SEE DETAIL 12/FOR ATTACHMENT TOP
AND BOTTOM
5"
1/2"
WALL TYPE
2 HOUR RATED WALL
(E) 2 X 6" SILL PLATE
5/8" TYPE
"X" GYP. BD.
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
WALL TYPES
ANCHOR BOLTS AT 4'-0" O.C.
250S125-33 STUDS
@ 16" O.C. MAX.
FIRE
SEALANT
(E) 10" X 24"
BOND BEAM
ACUSTICAL
INSULATION
(E) EXTERIOR
CONCRETE
MASONRY UNIT
(E) 3 X 16 JOISTS
BATT
INSULATION
SCREW ANCHORS
@ 16" O.C.
VOID
5/8" GYP. BD.
BOTH SIDES
5/8" GYP. BD.
04/11/13
NOTE: SEE DETAIL 12/FOR ATTACHMENT TOP
AND BOTTOM
5 /8 " ACOUSTICAL
TILE GLUED TO 1/2"
GYPSUM BOARD
Aptos, California 95003
DOUBLE WALL WITH
362 S150-33 STUDS
@ 16" O.C. MAX.
BID SET
1'-2 1 /2"
SUSPENDED
CEILING, WHERE
OCCURS, SEE
REFLECTED
CEILING PLANS
WALL TYPE
WALL TYPE
01-113103
FOR CEILING PERIMETER
ATTACHMENT SEE 4/A-504
362S150-33 STUDS @ 16" O.C. MAX.
(@ LAB SIDE).
WALL TYPE "C OR "D", FOR
METAL STUDS NOTES AND
ATTACHMENTS SEE 2/ A-505
250 S125-33 STUDS @ 16" O.C. MAX.
SET PLUMB & FASTENED TO C.M.U.
400S162-43 STUDS @
16" O.C. MAX.
EXISTING OPENING
IN MASONRY WALL
EXISTING CONCRETE
MASONRY UNIT
FINISH FLOOR, ON
UNDERLAYMENT AND BASE
AS SCHEDULED
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
FIRE SEALANT
2 LAYERS 5/8" TYPE
"X" GYP. BD.
(E) 1 1 /8" PLYWOOD SUB
FLOORING
AS NOTED
5/8" TYPE "X" GYP. BD.
400T150-43 ALL AROUND
18 GA TRACK WITH # 12 x 3"
SCREWS @ 16" O.C. TO (E) FLOOR
JOISTS; PRE DRILL TRACK FOR
SCREW
( E) CONCRETE FOOTING, FILL
ALL (E) OPENINGS WITH FIRE
STOPPING MATERIAL
2-HOUR RATED WALL
12
A-502 3" = 1'-0"
AXXX
TAP CON SCREW ANCHORS
@ 16" O.C.
NOTE: SEE DETAIL 12/FOR ATTACHMENT TOP
AND BOTTOM
FIRE SEALANT
1/2"
WALL TYPE
2 HOUR RATED WALL
1/2"
(E) 8" C.M.U. PROVIDE 2 HOUR
RATING (CBC TABLE 720.1(2)).
REFER TO SECTION 12 /- FOR
ENTIRE WALL DETAILS
WALL TYPE (DOOR OPENING
FILLER)
WALL TYPE SCHEDULE
6
A-502 3" = 1'-0"
A102
2 HOUR RATED WALL
GA WP 5015, UL R4024-13
4015839
12
G
IN
AC
(E) CMU WALL
3
UD
4"
SP
ST
CABINET TOP
METAL STUDS, 16
GA. MIN.
(2) #8 x 5 8" PAN HEAD TACK
SCREWS
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
9
2'-3" MIN..
A
2'-10" MAX.
ISOMETRIC
36"
600S162-54 STUD,
FASTEN TO FRAMING
STUDS W/ (3) #12
SELF-TAPPING
SCREWS EACH STUD
CABINET BACK
6B
NOTE: MOUNT ITEM
TO BACKING WITH #12
SELF-TAPPING
SCREWS U.O.N.
6A
4"
30" MIN.
CABINET BOTTOM
SECTION "A"
INSTRUCTION BENCH SECTION
7
A503 11/2" = 1'-0"
WALL CAB. CMU ANCHORAGE
4
A503 3" = 1'-0"
A-601
TYPICAL BACKING DETAIL
-
1
A503 NTS
A-601
PLAN
4
AT CMU WALL
1" EPOXY TOP
ADJUSTABLE
LEGS
(E) WINDOW
CABINET TOP
# 8 x 3/4" F.H.W.S. @ 16" O.C.
CONT. 1x 4
SPACER
2 X 2 BLOCKING TO (E) MULLION
WITH (2) # 12 x 3" F.H.S.S.
A. TOP
BACKING,
SEE 1/-
COUNTERTOP & SPLASH
CONT. 1x 4
SPACER
TYPICAL DETAIL
ALT. # 1 FURRING WALL TYPE "E"
BEYOND
B. BOTTOM
TRIM FROM 1 X TO METAL CAP
WITH # 8 SELF-TAPPING SCREWS
1 1/2" X 1 1/2" x 2" LONG,
16 GA ANGLE @ 16" O.C. 3 PER CABINET, MIN.
T.O. CASEWORK,
SEE SCHEDULE
Aptos, California 95003
WALL CABINET
W/ ADJUSTABLE
SHELVES,
CONFIGURATION
VARIES
1" 2"
TRIM FROM 1 X TO BLOCKING
WITH FINISH NAILS.
8
1'-6"
BACKING,
SEE 1/-
(E) HORIZONTAL MULLION
4"
2'-0" AT TYPE 1
3
2'-3" AT TYPE 2
(E) CMU WALL BEYOND
ELEC. FLUSH TABLE BOX
@TYPE 1 TABLE
2"1"
A-601
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
CABINET BACK
5'-0"
1 1/2" X 1 1/2" x 2" LONG,
16 GA ANGLE @ 16" O.C. 3 PER CABINET, MIN.
4'-8"
2"
2"
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.
# 8 x 3/4" F.H.W.S.
3/4" CABINET BOTTOM
WALL CABINET ANCHORAGE
ADJUSTABLE HEIGHT TABLE
5
A503 1" = 1'-0"
-
01-113103
A-102
FOR NOTES SEE
BELOW
COUNTERTOP W/ SPLASH
BACKING,
SEE 1/A-503
(E) 1-81" PLYWOOD
2" X 2" x 2" LONG, 16 GA
ANGLE @ 16" O.C. - 3 PER
CABINET, MIN.
-
1 1/2" X 1 1/2" X 2 " LONG, 16
GA ANGLE
CONT. 1x 4 SPACER
1 1/2"
PARTITION,
SEE PARTITION
SCHEDULE
RADIUS ON TOP FRONT EDGE
3
4"
CABINET BOTTOM
1 1/2" X 1 1/2" X 2 "
LONG, 16 GA
ANGLE @ 16" O.C.
BASE FROM 2 X
B. BOTTOM
1 1/2"
#14 x 3" SELF-TAPPING
S.M.S. @ 16" O.C.
#14 X 3" WOOD
SCREW
@ 16" O.C. TO (E)
FLOOR JOISTS
(E) 1-81" PLYWOOD
COUNTER TOP EDGE DETAIL
ADD 4 x 4 BLOCKING AS
NECESSARY
BASE CABINET ANCHORAGE
-
9
A503 3" = 1'-0"
6
# 14 X 3 1/2" F.H.W.S. SET
FLUSH
3"
BASE FROM 2 X
4"
COMPOSITE COUNTERTOP (DELETE
PLYWOOD BASE AND PROVIDE
ROUNDED EDGE).
BASE CABINET
W/ ADJUSTABLE
SHELVES,
CONFIGURATION
VARIES
# 8 X 1 1/2" F.H.W.S. OR BOLT
(WITH ACORN NUT)
# 8 X 1 1/2" F.H.W.S.
@16" O.C., TYP.
CABINET BACK
4015839
BASE, SEE SCHEDULE
(E) 1-81" PLYWOOD
A. WITH TOE SPACE
TYPICAL CABINET SECTION
BASE CABINET ANCHORAGE
-
6
A503 3" = 1'-0"
AS NOTED
DRAWER W.O.
SINK W.O.
B. NO TOE SPACE
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
A. TOP
BASE CABINET TO DOOR DETAIL
12
A503 3" = 1'-0"
MS
12
SEE SCHEDULE
CONT. 1x WOOD
SPACER
2"
IL
# 8 x 3/4" F.H.W.S. @ 16" O.C.
ALTERNATE # 1 DETAIL
1
COMPOSITE
COUNTERTOP
4"
SPLASH
9
11
A503 3" = 1'-0"
04/11/13
BID SET
#14 2 1/2" SELF-TAPPING
S.M.S. @ 16" O.C.
8
A503 3" = 1'-0"
ALT. # 1 FURRING WALL LOW AT
CABINET
SEE SCHEDULE
ACCESSIBLE SINK CABINET
10
A503 N.T.S.
-
3
A503 1 1/2" = 1'-0"
A-601
12'-8" 19 @ 8" EA.
12"
PARTITION AS SCHEDULED
8"
5'-4" 8 @ 8" EA.
8"
3/8" STROKE
8"
(E) FRAMING 3 X 16
1/2" MIN. GAP
BETWEEN TRACK
AND TOP OF STUDS
DOUBLE STUD JAMB
STEEL DOOR FRAME WITH CLIP
STUD ANCHORS @ 24" O.C. WITH
MIN. (2) #12 SMS.
5/8"
6"
1/2"
5 /8 " GYPSUM
BOARD CEILING
WHERE OCCURS
.
SIGN: SEE T24 - SECTION
1104B.2
ADD 4 x 4 BLOCKING @
2'-0" O.C. WITH U 44
EACH END AS
REQUIRED TO ANCHOR
PARTITION
DOOR AS SCHEDULED
1 15/16"
1 15/16"
5 /8 " ACOUSTICAL
TILE GLUED &
STAPLE TO 1/2"
NON-SAG GYP.BD.,
WHERE OCCURS
JAMB SHOWN, HEAD SIMILAR
10
A-505
PERIODIC TABLE PAINTED GRID
1/2" = 1'-0"
7
A-505
A-401
SIGN FOR HEARING IMPAIRED
3" = 1'-0"
A-102
4
A-505
DOOR DETAIL
3" = 1'-0"
SUSPENDED CEILING,
WHERE OCCURS, SEE
REFLECTED CEILING PLANS
A-601
1'-0"
UNDERLAYMENT
11
A-505
CARPET
BYPSUM BOARD OR
SUSPENDED CEILING
1/2"
7'-0" TO FINISH FLOOR
1/4" MAX.
VYNIL TILE
5"
1/4" MAX. TO
COMPRESSED
CARPET
RESILIENT
TRANSITIONAL
MOLDING
1" 1" 1" 1"
RADIUS CORNERS
SCREEN CASE
FULL SIZE
8
A-505
A-102
5/8" GYP. BD. TYP., WALL TYPE
VARIES, SEE WALL TYPE
SCHEDULE
(E) PLYWOOD
FLOORING
18GA. TRACK W/ #12 X 3"
SCREWS @ 16"O.C. TO (E) FLOOR
JOISTS; PRE-DRILL TRACK FOR
SCREW
CASE CLAMP AND
HANGER HOOK
BRACKET BY SCREEN
MANUFACTURER,
TYPICAL OF TWO PER
SCREEN
ROOM CAPACITY SIGN
3" = 1'-0"
A-102
5
A-505
(2) # 12 SELF-TAPING
SCREWS @ EACH HANGER
HOOK.
ACOUSTICAL SEALANT,
WALLS TYPE A AND B ONLY
ADD 4 x 4 BLOCKING AS
NECESSARY
04/11/13
BID SET
(E) FLOOR JOISTS
SCREEN MOUNTING DETAIL
3" = 1'-0"
Aptos, California 95003
FLOOR FINISHES ON
UNDERLAYMENT AND BASE,
SEE SCHEDULE
TYPICAL BACKING SEE
1/A-503
1 3/4"
TRANSITION FLOOR - CARPET/VINYL
SEALANT
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
2
A-505
A-401
TYPICAL INTERIOR PARTITION DETAIL
3" = 1'-0"
A-502
01-113103
(E) CMU WALL
SEALANT AND BACKER ROD
LINE OF CEILING
ACOUSTICAL PANEL,
ALTERNATE # 2
PAINT REVEAL
BLACK
BATT
INSULATION
ACOUSTICAL
PANEL
(E) EXTERIOR
CONCRETE
MASONRY UNIT
1/2" CORE ATTACH TO
MOUNTING SURFACE WITH
STAPLES AND ADHESIVE BY
MANUFACTURER
INSTRUCTIONS
FABRIC
PERIMETER AND
INTERMEDIATE TRACK ATTACH
TO MOUNTING SURFACE WITH
STAPLES OR SCREWS PER
MANUFACTURER
INSTRUCTIONS
FACE OF GYP.
BD. BEYOND
12
A-505
3" = 1'-0"
ACOUSTICAL CEILING TILE
ON GYP. BD.
5/8" GYP. BD.
PROJECTOR MOUNT
BRACKET
ANCHOR
PROJECTOR (N.I.C.)
MAX. WEIGHT= 10#
JAMB ( HEAD SIMILAR)
NOTE: DETAIL
ALSO APPLIES TO
ALTERNATE # 1
B. SECTION
A-102
9
A-505
SM
AS NOTED
2 1/2" METAL
STUDS @ 16" O.C.
MAX.
(E) WINDOW
(STRECHED FABRIC WALL SYSTEM)
ACOUSTICAL PANEL DETAIL, ALT. # 2
IL
PROVIDE PLUMB SHIM TO
RECEIVE METAL STUDS
(E) FRAMING
BASE AND
FINISH FLOOR
5/8" GYP. BD.
(E) WINDOW
A. PLAN
ADD 6 x12 (FLAT) WITH L50
EACH SIDE EACH END TO
RECEIVE TWO # 14 X 3 1 /2"
WOOD SCREWS
WALL FURRING @ (E) WINDOW
3" = 1'-0"
A-102
80" MIN. TO
FINISH FLOOR
1/2"
FURRING WALL,
ALTERNATE # 1, REFER
TO DETAIL 9/- FOR
NOTES
6
A-505
SEALANT AND BACKER ROD
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
NOTE: FOR PROJECTOR
MOUNTING BELOW
SUSPENDED CEILING USE
TUBE EXTENSION AND
METAL PLATE PER
BRACKET MANUFCATURER
PARTITION @ (E) CMU WALL
PROJECTOR MOUNT DETAIL
3" = 1'-0"
A-103
3
A-505 3" = 1'-0"
A-102
4015839
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
GENERAL NOTES
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.
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.
2. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
16.ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS.
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.
17. CONSULT ARCHITECTURAL OR STRUCTURAL PLANS FOR
CONSTRUCTION DETAILS, HEADROOM, ROOM FINISHES, CEILINGS,
ETC.
LEGEND & SYMBOLS
100AS FUSED DISCONNECT SWITCH, 30A UNO
70AF
"AS" -SWITCH AMPS "AF" -FUSE AMPS
3P
100AS NON-FUSED DISCONNECT SWITCH, 30A
3P
UNO "AS" -SWITCH AMPS
100AS COMBINATION DISCONNECT/MAGNETIC
70AF
MOTOR STARTER. NUMBER INDICATES
2 3P
NEMA SIZE "AS" -SWITCH AMPS "AF"
-FUSE AMPS
15
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.
6ab
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
FIXTURES. BALANCE THE LOADS IN EACH PHASE OF THE PANEL AS
MUCH AS PRACTICAL.
FLUORESCENT LIGHTING FIXTURE, RECESSED
IN CEILING, DRAWN TO SCALE.
"a" OUTER LAMPS SWITCHED BY Sa,
"b" -INNER LAMPS SWITCHED BY Sb
LIGHTING FIXTURE ON EMERGENCY CIRCUIT
FLUORESCENT LIGHTING FIXTURE, SURFACE
OR PENDANT MOUNTED
6a
ABOVE COUNTER TOP
AFF
ABOVE FINISHED FLOOR
AF
AMPERE FRAME
AIC
AT
BKR
AMPERES INTERRUPTING
CAPACITY
AMPERE TRIP
BREAKER
HORN/STROBE LIGHT COMBINATION
(EXTERNAL), 80" AFF (MIN), 96" AFF (MAX)
HL
HORN/STROBE LIGHT COMBINATION
(INTERNAL), 80" AFF (MIN), 96" AFF (MAX)
F
MANUAL PULL STATION 48"AFF
C
CONDUIT
SD
SMOKE DETECTOR CEILING MOUNTED
PHOTOELECTRIC TYPE
CKT
CIRCUIT
CO
CONDUIT ONLY
EMH
ELECTRICAL MANHOLE
(EOL) END OF LINE RESISTOR
ENCL
ENCLOSURE
FACP
FIRE ALARM CONTROL PANEL
FDR
FEEDER
FS
FLOW SWITCH
3 #18 AWG, CLASS 2 CABLE FOR LOW
VOLTAGE WIRING IN 1/2" C
GFP, GFI
GROUND FAULT PROTECTION
G, GND
GROUND, GROUNDING
CONDUIT AND WIRE HOMERUN TO PANEL &
CIRCUITS AS NOTED ON FLOOR PLAN
GRS
GALVANIZED RIGID STEEL
CONDUIT
HH
HANDHOLE
HP
HORSEPOWER
HZ
HERTZ
IDF
INTERMEDIATE DISTRIBUTION FRAME
IMC
INTERMEDIATE METAL CONDUIT
KVA
KILOVOLT AMPERE
LCP
LIGHTING CONTROL PANEL
MCC
MOTOR CONTROL CENTER
MDB
MAIN DISTRIBUTION BOARD
MH
MANHOLE
2c#16 AWG
F2
2c#14 AWG
CONDUIT CONCEALED, OR IN CEILING SPACE
CONDUIT UNDERGROUND
2#12 1/2"C
3#12 1/2"C
4#12 1/2"C
5#12 1/2"C
CEILING MOUNTED PASSIVE INFRARED DUAL
TECHNOLOGY OCCUPANCY SENSOR SIMILAR
TO SENSOR SWITCH WV-PDT OR EQUAL UNO
CENTER LINE
HEAT DETECTOR -COMBINATION FIXED
TEMP/RATE-OF-RISE
F1
LPB-2,4,6
6#12 1"C
#10 OR OTHER AWG
ADJACENT TO HASHMARKS
INDICATES A WIRE SIZE
OTHER THAN #12AWG. SEE
NEC FOR MINIMUM
CONDUIT SIZES, TABLE
310-16.
7#12 1"C
MTG, MTD MOUNTING, MOUNTED
MV
FEEDER NAME. MV DENOTES
MEDIUM VOLTAGE
NEMA
NATIONAL ELECTRICAL
MANUFACTURER ASSOCIATION
TXC
POWER EQUIPMENT NAME. TXC DENOTES
TRANSFORMER DESIGNATION
PA
PUBLIC ADDRESS
PATC
PUBLIC ADDRESS TERMINAL CABINET
PB
PULLBOX
PP
POWER PANEL
PVC
POLYVINYL CHLORIDE
JUNCTION BOX
RMC
RIGID METALLIC CONDUIT
RECEPTACLE DUPLEX 3-WIRE GROUNDING
TYPE, NEMA 5-15R, 120VAC FLUSH WALL
MOUNTED AT 15"AFF UNO
RPS
REMOTE POWER SUPPLY
SDBC
SW
UG
SOFT DRAWN BARE COPPER
SWITCH
UNDERGROUND
UNO
UNLESS NOTED OTHERWISE
V
VOLT
WP
XFMR
WEATHERPROOF
TRANSFORMER
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.
J
ACT
HL
SINGLE POLE WALL MOUNTED PASSIVE
INFRARED TECHNOLOGY OCCUPANCY
SENSOR MOUNTED 48" MAX AFF. SIMILAR TO
SENSOR SWITCH WSD OR EQUAL UNO
L1
60
AMPERE
L
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
OC
A, AMP
STROBE LIGHT MOUNTED 80" AFF (MIN.),
96" AFF(MAX)
HD
22.ALL PENETRATIONS OF FLOORS AND WALLS SHALL BE FIRE
STOPPED IN ACCORDANCE WITH NEC AND NFPA.
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.
MOTOR WITH FLEXIBLE CONDUIT
CONNECTION "15" - HORSE POWER
MAIN FIRE ALARM CONTROL PANEL
(EXISTING SIMPLEX SYSTEM)
POWER TRANSFORMER RATINGS AS NOTED
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.
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.
FACP
ABBREVIATIONS
T
RECEPTACLE QUAD 3-WIRE GROUNDING
TYPE, NEMA 5-15R, 120VAC FLUSH WALL
MOUNTED AT 15"AFF UNO
RECEPTACLE APPLETON PLUG, 125VAC,
20A FLUSH WALL MOUNTED AT 15"AFF UNO
THERMOSTAT BY MECHANICAL
Aptos, California 95003
2
ADDENDUM #12
04/11/13
BID SET
A. HERNANDEZ
R. FEE
RECEPTACLE QUAD 3-WIRE GROUNDING TYPE,
NEMA 5-15R, 120VAC FLUSH FLOOR MOUNTED
RECEPTACLE APPLETON PLUG, 125VAC, 20A
FLUSH FLOOR MOUNTED
1/8" = 1'-0"
2
RECEPTACLE 3-WIRE GROUNDING TYPE, NEMA
5-15R, 120VAC FLUSH CEILING MOUNTED
LIGHTING PANELS SURFACE MOUNTED
POWER PANELS SURFACE MOUNTED
DATA OUTLET FLUSH WALL MOUNTED AT
15" AFF UNO
4015839
DEMO NOTES:
2
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.
SHEET NOTES:
5
3
2
J
1
CONNECT TO HVAC EQUIPMENT, SEE MECHANICAL
DRAWINGS FOR EXACT LOCATION AND ADDITIONAL
INFORMATION.
2
RECEPTACLE AND TELEPHONE OUTLET TO BE
INSTALLED ON THE COUNTERTOP, SEE
ARCHITECTURAL DRAWINGS FOR EXACT LOCATION.
3
PROVIDE 1"CO WITH PULL WIRE UP TO ACCESSIBLE
CEILING SPACE, COMMUNICATIONS WIRES BY
OTHERS.
4
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.
5
WALL MOUNTED POWER STRIP AT 36" AFF.
6
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.
7
EMERGENCY PUSH BUTTON FOR POWER AND GAS
SHUT-OFF AT INSTRUCTION BENCH CABINET. ALLEN
BRADLEY 800P MODEL.
6
EF
1
EF
2
J
1
J
Aptos, California 95003
4
2
J
P
J
MAU
2
7
2
ADDENDUM #12
04/11/13
BID SET
MAU
1
J
P
2
7
2
P
7
J
A. HERNANDEZ
R. FEE
J
6
6
2
1/8" = 1'-0"
R6C
R6D
4015839
L4
4.7
L1
27
4
1
2
2
OC
OC
LECTURE
612
OC
OC
L2
62
Aptos, California 95003
L3
20
OC
OC
2
2
OC
2
2
OC
04/11/13
BID SET
2
OC
ADDENDUM #12
L3
20
OC
3
L2
62
2
2
A. HERNANDEZ
CLASSROOM
607
R. FEE
SHEET NOTES:
2
OC
OC
OC
OC
2
1
REFER TO SHEET E-200 FOR LIGHTING
FIXTURE SCHEDULE.
2
FIXTURE WITH EMERGENCY BATTERY
BACK-UP.
3
OCCUPANCY SENSORS/CONTROLS TO
BE INTEGRATED TO EXISTING LIGHTING
CONTROL SYSTEM.
4
EXISTING LIGHTING FIXTURES TO BE
REMOVED AND RELOCATED. CONTRACTOR
TO CLEAN FIXTURES, RE-LAMP AS
NECESSARY AND RE-WIRE TO NEW
LOCATION.
1/8" = 1'-0"
4015839
674
GENERAL NOTES
16
3
S-101
(E) 3 X JOISTS
(E) TRUSS
D
NOTE: LOCATE OPENING TO
BEST CLEAR DUCTS AND
EQUIPMENT
(E) SOLID
BLOCKING
Site Condition: The Contractor shall examine and check all existing conditions, dimensions, levels and material and notify the Architect any discrepancies.
Glulaminated Beams:
Glulaminated beams shall be Douglas Fir, 1 12 " 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.
(E) 3 X 16 CEILING
JOISTS @ 24" O.C.
(E) 2 X6 SILL
2
S-101
2
S-101
(E) CONC. BEAM
CENTER LINE
6 - SDS 1/4 -6
END OF ADDED GL
Lumber:
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.
2
ADD 3 1/8" X 12 GL TO (E) 3 X 16
EACH SIDE OF NEW OPENING
Light Gage Steel Framing:
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.
6"
3"
6"
28'-0"
E
6"
NEW ACCESS OPENING
ADD 3 1/8 X 15 GL TO (E) 3 X 16
EACH SIDE OF OPENING WITH
HU325 /12 HANGER EACH END
DETAIL
4
S-101 1 1/2" = 1'-0"
-
2
Nailing:
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.
ADD HU316, TYPICAL @ CUT
JOISTS
(E) CMU WALL
BELLOW
Bolts:
(E) CONCRETE BEAM
BELLOW
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.
F
Wedge Anchors
NAILING SCHEDULE
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.
Minimum Proof Load Tests Values and Embedments
Direct Pull-Out Tension
Torque Wrench-Torque
1250#
15 ft-#
1500#
25 ft-#
2100#
65 ft-#
Embedments
2 1/4"
3 1/4"
4"
Bolt Tightening:
All nuts shall be tightened when placed and retightened at completion of project or immediately before finishing construction work which will make them
inaccessible.
2
4
(CBC TABLE 2304.91)
CONNECTION
Size
3/8" dia.
1/2" dia.
5/8"dia.
2
S-101
COMMON WIRE NAILS
PARTIAL CEILING FRAMING PLAN
Joists or rafters to sides of studs:
Eight (8) inch joists or less
For each add'l four (4) inches in depth of joist
3- 16d
1- 16d
Joists or rafters at all bearings:
Toe nails, each side
Ceiling joists, laps over partitions, face nail
Ceiling joists to parallel rafters, face nail
Ceiling joists to Top plate, Toe nail
2- 10d*
3- 16d
3- 16d
3- 8d
1
S-101 1/4" = 1'-0"
Aptos, California 95003
(E) 3 X JOISTS
2 04/11/13
2
Tapcon Anchors:
Tapcon anchors per ICC ESR-1671, re-issued August 1, 2012.
Stud Walls:
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:
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:
Cutting & drilling of joists and beams for pipes shall not be permitted without the approval of the Engineer.
Framing Anchors:
Joist hangers, sheet metal framing clips and angles shall be as manufactured by Simpson Strong Tie Company or equal.
Special Inspections:
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.
A. Glulam beams, per Section 1704.6.2.1.
Blocking between joists or rafters:
To joist or rafters - Toe nails each side each end
To joist or rafters - Toe nails, each side
To top plate, Toe nail
2- 10d*
2- 10d*
3- 8d
Blocking between studs, each end
2- 10d toe nails
or 2-16d
Bridging to joist, toe nail, each end
Sole plate to joist or blocking, face nail
Top plate to studs, end nail
2x6 Studs and Smaller
2x8 Studs and Larger
ADD 3 1/8" GL WITH (2)
SDS 1/4 -6 SCREWS @
24" O.C.
2- 8d
16d @ 16" o.c.
2- 16d unless noted
DETAIL
3- 16d
2-16d Endnails or 4-8d Toe-nails, U.N.
3-16d Endnails or 4-8d Toe-nails, U.N.
Doubled studs, face nail
16d @ 24" o.c.
Top plates laps and intersections, face nail
Double top plates, face nail
Built-up corner studs
2-16d
16d @ 16" o.c. unless noted
16d @ 24" o.c.
Rim Joist to top plate, Toe nail
8d @ 16" o.c.
Built-up girder and beams
01-113103
2
S-101 1 1/2" = 1'-0"
Stud to sole plate
2x6 Studs and Smaller
2x8 Studs and Larger
Continuous header to stud, toe nail
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).
BID SET
-
IL
C
L (E) TRUSS
3"
6"
SH
(E) PLY SPLICE
PLATE, REMOVE
AS NECESSARY
TO INSTALL GL
AS NOTED
CENTER LINE
4 - SDS 1/4 -6
4-8d
20d @ 32" o.c. at top and bottom
and staggered; 2-20d at ends and
at each splice; 2-20d at each
bearing.
NOTES: *When possible, nails driven perpendicular to the grain shall be used instead of toe nails.
2
ADDED 3/8" x 6" x 12" PLY SHIM
ONE SIDE WITH 6-8d TO
GLUMLAM ON SIDE
ADDED 3 1/8" GL WITH HU 48
MAX. HANGER, PRE-DRILL FOR
NAILS, PROVIDE 3/8" PLY SHIM
ON SIDE
DETAIL
3
S-101 1 1/2" = 1'-0"
(E) 3X JOISTS
NOTCHED @
TRUSS BOTTOM
CHORD, TYP.
(E) 2- 4X8 TRUSS
BOTTOM CHORD
-
4015839