wall legend demolition floor plan - cabrillo.edu · backing, see 1/a-503 backing, see 1/a-503 (e) 3...

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


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


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


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


1/4" = 1'-0" A-102

4

A402


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


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




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




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


FOR ATTACHMENT TOP

AND BOTTOM


FOR ATTACHMENT TOP

AND BOTTOM

4015839


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.


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.


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


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


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 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


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


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


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


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.

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