R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

707.446.1913

P:

F:

www.henleyarch.com

SHEET NO

ISSUE

MARK

1

2

3

DATEDESCRIPTION

PROJECT

APPROVALS

DATE:

PROJECT NO:

DRAWING FILE:

DRAWN BY:

SHEET TITLE

CHECKED BY:

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B

A

C

D

CONSULTANTS

LEED CREDITS THIS SHEET

12022

12/10/12

ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

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PLASTIC LAMINATEP.LAM.

REFER TO WALL SCHEDULE

WALL TYPE INDICATOR

MATCH LINE

POINT)

(OR CONTROL OR DATUM

WORK POINT

AREA OF REVISION

REVISION NUMBER

REVISION

SCHEDULE

LOUVER SCHEDULE

REFER TO WINDOW/

WINDOW / LOUVER TYPE

REFER TO DOOR

DOOR NUMBER

ELEVATION SHEET

ELEVATION NUMBER

ELEVATION

DETAIL SHEET

DETAIL NUMBER

DETAIL

SECTION SHEET

SECTION NUMBER

SECTION

MULTIPLE BUILDINGS)

BUILDING NUMBER (IF

ROOM NUMBER

ROOM NAME

ROOM IDENTIFICATION

GRID LINE INDICATION

O.H.W.S.

SCREW

OVAL HEAD WOOD

TONGUE AND

DRAWINGS

APPROVAL)

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REINFORCED

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

¡

@

<

&

A.D.

AC.T.

ACOUS.

A/C

A.C.P.

A.B.

#

AREA DRAIN

ACOUSTICAL TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

SOUTH

ROUGH OPENING

ROUND HEAD WOOD

SCREW

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAP

HOLLOW CORE

GALVANIZED

GROUND

HDCP.

H.C.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

RDWD.

S.BLKG.

RH.W.S.

S.A.D.

S.

R.W.L.

R.O.

RM.

RH.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

S.C.

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

GROOVE

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

LAG BOLT

LAVATORY

LAMINATE

MAT.

LT.

L.P.

L.L.

L.H.

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&BOT.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

C.M.U.

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

TYPICAL

UNLESS OTHERWISE

URINAL

NOTED

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WASH FOUNTAIN

WELDED WIRE FABRIC

WATER REISISTANT

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/

O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.O.N.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

E.

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

EXISTING

EAST

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FACE

(E)

(N) NEW

T.S. TUBE STEEL

ADJUSTABLEADJ.

GALV. GALVANIZED

CONCRETE PIPE

ACOUSTICAL TILE (SECTION)

CEMENT PLASTER W/ WIRE

CEMENT PLASTER (ELEVATION)

LATH (SECTION)

BRICK OR C.M.U. (SECTION)

INSULATION, RIGID (PLAN & SECTION)

PLYWOOD (SECTION)

POROUS FILL (SECTION)

WOOD, BLOCKING (SECTION)

WOOD, CONTINUOUS (SECTION)

METAL (SECTION)

CEMENT PLASTER W/ EXPANDED

CERAMIC TILE (PLAN & ELEVATION)

(PLAN & SECTION)

CONCRETE MASONRY UNITS

CONCRETE (PLAN)

CONCRETE (SECTION)

(ELEVATION & SECTION)

INSULATION, BATT (PLAN & SECTION)

GYPSUM BOARD (SECTION)

FINISH CARPENTRY

EARTH (SECTION)

LATH (SECTION)

4000 SUISUN VALLEY RD., FAIRFIELD, CA 94534

BUILDING 600 - ADMINISTRATION

SOLANO COMMUNITY COLLEGE

TITLE SHEET

OVERALL SITE PLANA1.1

T1

ARCHITECTURAL

SHEET INDEX

APPLICABLE CODES

VICINITY MAPSHEET INDEX SUMMARY OF WORK

These drawings and/or specifications and/or calculations for the items listed,

have been prepared by other design professionals or consultants who are

licensed and/or authorized to prepare such drawings in this state. These

documents have been examined by me for design intent and have been

found to meet the appropriate requirements of the Title 24, California Code

of Regulations and the project specifications prepared by me.

The items listed or attached have been coordinated with my plans and

specifications and are acceptable for incorporation into the construction of

this project for which I am the individual designated to be in general

responsible charge (or for which I have been delegated responsibility for this

portion of the work).

Signature of Architect/Engineer Date

LICENSE-NO.

LICENSE-NO./EXP.DATE

DEFERRED APPROVALS

SYMBOLS MATERIALS

MECHANICAL

PLUMBING

MODERNIZATION OF BUILDING 600 AND 795 S.F. ADDITION INCLUDING

CONSULTANTS

PLUMBING

MECHANICAL

ELECTRICAL

LANDSCAPE

STRUCTURAL

ELECTRICAL

ENLARGED SITE PLAN - NEW WORKA1.3

DOOR AND WINDOW SCHEDULE - DETAILS

A2.1

NEW ROOF PLAN

A2.2

DEMOLITION FLOOR PLAN

A3.1

NEW FLOOR PLAN

A3.2

EXTERIOR ELEVATIONSA4.1

BUILDING SECTIONA5.1

DEMOLITION REFLECTED CEILING PLANA6.1

NEW REFLECTED CEILING PLANA6.2

ASD (AISC) MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.

2005 REVISED NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION

ACI-318-95 CODE & COMMENTARY

NFPA 13, 2010 EDITION, INSTALLATION OF AUTOMATIC SPRINKLER

SYSTEMS

NFPA 14, 2007 EDITION, INSTALLATION OF STANDPIPE, PRIVATE HYDRANT

AND HOSE SYSTEMS

NFPA 17, 2002 EDITION, DRY CHEMICAL EXTINGUISHING SYSTEMS

NFPA 24, 2010 EDITION, INSTALLATION OF PRIVATE FIRE SERVICE MAINS

AND THEIR APPURTENANCES

NFPA 72, 2010 EDITION, NATIONAL FIRE ALARM CODE

ADA (AMERICANS WITH DISABILITIES ACT, 1990)

NATIONAL REFERENCE STANDARDS

2010 CALIFORNIA ADMINISTRATIVE CODE (CALIFORNIA CODE OF

REGULATIONS, TITLE 24, PART 1)

2010 CALIFORNIA BUILDING CODE, VOLUMES 1, AND 2 (CALIFORNIA CODE

OF REGULATIONS, TITLE 24, PART 2) (BASED ON 2009 IBC WITH 2010

AMENDMENTS)

2010 CALIFORNIA ELECTRICAL CODE (CALIFORNIA CODE OF

REGULATIONS, TITLE 24, PART 3) (2008 EDITION NATIONAL ELECTRICAL

CODE WITH 2010 CALIFORNIA AMENDMENTS)

2010 CALIFORNIA MECHANICAL CODE (CALIFORNIA CODE OF

REGULATIONS, TITLE 24, PART 4) (2009 EDITION IAPMO UNIFORM

MECHANICAL CODE (WITH 2010 CALIFORNIA AMENDMENTS)

2010 CALIFORNIA PLUMBING CODE (CALIFORNIA CODE OF REGULATIONS,

TITLE 24, PART 5) (2009 EDITION IAPMO UNIFORM PLUMBING CODE WITH

2007 CALIFORNIA AMENDMENTS)

2010 CALIFORNIA ENERGY CODE (CALIFORNIA CODE OF REGULATIONS,

TITLE 24, PART 6)

2010 CALIFORNIA FIRE CODE (CALIFORNIA CODE OF REGULATIONS, TITLE

24, PART 9)

2010 CALIFORNIA REFERENCED STANDARDS CODE (CALIFORNIA CODE

OF REGULATIONS, TITLE 24, PART 12)

TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

BUILDING CODES AND STANDARDS

MODERNIZATION AND EXPANSION

LANDSCAPE

CIVIL

CODE ANALYSIS PLANST2

INTERIOR ELEVATIONSA7.1

EXTERIOR DETAILSA8.1

INTERIOR DETAILSA9.1

SITE PLAN - DEMOA1.2

CIVIL

STRUCTURAL

T1

TITLE SHEET

DRAWINGS BY OTHERS

MISCELLANEOUS SITE WORK.

SOLANO COMMUNITY COLLEGE

4000 SUISUN VALLEY ROAD

FAIRFIELD, CA 94534

DA #1: FIRE ALARM SYSTEM AND COMPONENTS

FOULK, GOMEZ & ASSOC.

4777 MANGELS BLVD.

FAIRFIELD, CA

(707) 864-0784

SDG

430 E. STREET

SANTA ROSA, CA

(707) 384-3646

COSTA ENGINEERS

3274 VILLA LANE

NAPA, CA

(707) 252-6473

O'MAHONEY & MYERS

4340 REDWOOD HWY

SAN RAFAEL, CA

(415) 492-0420

C18850

12/10/12

ROBERT HENLEY

Architect

SUITE #245

COSTA ENGINEERS

3274 VILLA LANE

NAPA, CA

(707) 252-6473

DEMOLITION REFLECTED CEILING PLANA6.3

NEW REFLECTED CEILING PLANA6.4

100

500

600

700

F.H.

= 8 occ.781 S.F.

100

B

= 1 occ.113 S.F.

100

B

= 2 occ.200 S.F.

100

B

= 1 occ.116 S.F.

100

B

= 1 occ.105 S.F.

300

S1

= 1 occ.92 S.F.

100

B

= 1 occ.92 S.F.

100

B

=1 occ.78 S.F.

100

B

= 1 occ.134 S.F.

100

B

= 1 occ.130 S.F.

100

B

= 1 occ.211 S.F.

300

S2

= 1 occ.208 S.F.

300

S2

= 1 occ.192 S.F.

300

S1

= 1 occ.100 S.F.

100

B

= 1 occ.100 S.F.

100

B

= 3 occ.341 S.F.

100

B

= 1 occ.391 S.F.

300

S1

= 33 occ.499 S.F.

15

A3

49 S.F.

300

S1

=1 occ.

= 19 occ.281 S.F.

15

A2

= 2 occ.162 S.F.

100

B

= 2 occ.218 S.F.

100

B

= 2 occ.219 S.F.

100

B

= 6 occ.597 S.F.

100

B

= 1 occ.99 S.F.

300

S1

= 1 occ.98 S.F.

100

B

= 1 occ.98 S.F.

100

B= 1 occ.

102 S.F.

100

B

= 1 occ.104 S.F.

100

B

= 1 occ.100 S.F.

100

B

= 1 occ.100 S.F.

100

B

= 1 occ.99 S.F.

100

B

= 1 occ.94 S.F.

100

B

= 1 occ.94 S.F.

100

B

= 1 occ.104 S.F.

100

B

84 S.F.

300

S1

=1 occ.

= 1 occ.55 S.F.

300

S1

= 3 occ.294 S.F.

100

B

= 4 occ.400 S.F.

100

B

= 18 occ.267 S.F.

15

A3

= 2 occ.208 S.F.

100

B

107 S.F.

300

S1

=1 occ.6

1

3

4

18

42

1

1

1

11

1

111

14

2

2

19

1

1

2

1

1

7

1

11

33

1

1

1

1

4

2

3

1

1

1

1

1

1

12

4

= 1 occ.32 S.F.

300

S1

1

= 125 occ.1,878 S.F.

15

A3

4442

1

47

45

111

51

63

76

76 OCCUPANTS x 0.2 = 15.2" REQUIRED

104" PROVIDED-OK

CORRIDOR WIDTH REQUIRED:

63 OCCUPANTS x 0.2 = 12.6" REQUIRED

61" PROVIDED-OK

CORRIDOR WIDTH REQUIRED:

111 OCCUPANTS x 0.2 = 22.2" REQUIRED

120" PROVIDED-OK

CORRIDOR WIDTH REQUIRED:

COMMON PATH OF EGRESS

TRAVEL - 71' < 75' OK

PH

PH

PRESIDENT/

ASST.

CHECK

CONFERENCE ROOM

VAULTTEL/COMMECH

MEN

WOMEN

STOR.

VP FINANCE ADMIN.

OFFICE

OFFICE

EXEC. ASST.

RECORDS

SERVICES

DIR. FIS.

MANAGER

OFFICE

OFFICE

OFFICE

STORAGE

WRITING

RESEARCH &

PLANNING

BOARD ROOM

COMPUTER

STORAGEWHEELCHAIR LIFT

AV

SUPERINTENDENT

EXEC. ASSISTANTWAITING

STORAGE

CONF. ROOM

CUSTODIAL

STORAGE

BREAK ROOM

MANAGER DIRECTOR

DIRECTOR

STORAGEOFFICE

OFFICE

OFFICEOFFICEOFFICE

OFFICE

WORK ROOM

UNASSIGNED

UNASSIGNED

RECEPTION TESTING WORK

TOILET

WK. #5

WK. #1

WK. #4

WK. #2 WK. #3

COPY

UNASSIGNED

(E) 4-HOUR WALL

PH

J.B. & F.B.B.

T2.dwg

T2

CODE ANALYSIS

PLANS

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

707.446.1913

P:

F:

www.henleyarch.com

SHEET NO

ISSUE

MARK

1

2

3

DATEDESCRIPTION

PROJECT

APPROVALS

DATE:

PROJECT NO:

DRAWING FILE:

DRAWN BY:

SHEET TITLE

CHECKED BY:

54321

B

A

C

D

CONSULTANTS

LEED CREDITS THIS SHEET

12022

12/10/12

ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

ETSTA

LIC

FILOF

NRO

AI

HCRADSE ITETC

Ja

n 0

9, 2

01

3 - 8

:2

6a

m Io

nic

\\se

rve

r\n

etw

ork\C

ad

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6

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6

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PH PANIC HARDWARE

EXIT SIGN

MAXIMUM TRAVEL DISTANCE = 145'

2-HOUR OCCUPANCY SEPARATION

1-HOUR CORRIDOR

(E) 4-HOUR WALL TO REMAIN

SF

ttt sfaA = (A + (A x I ) + (A x I ))ALLOWABLE AREA WITH INCREASES -

sI = 0SPRINKLER INCREASE -

I = (F/P - 0.25) W/30fFRONTAGE INCREASE -

ALLOWABLE FLOOR AREA CALCULATIONS PER 2010 CBC SECTION 506:

tBASIC ALLOW. FLOOR AREA (TABLE 503): TYPE III-B A = 19,000

63'-6

"

OCCUPANCY

BUILDING 600

TYPE OF CONSTRUCTION

B

III-B

(E) AREA

781 S.F.

I = (484/500 - 0.25) 30/30f

I = 0.72f

aA = (19,000 + (19,000x0.72))

aA = 32,680 S.F.

TOTAL BUILDING AREA 13,837 S.F.

32,680 S.F. > 27,453 S.F. OK

GROUP OCCUPANCY CLASSIFICATION PER CPC TABLE A:

GROUP B - OFFICE/BUSINESS = 5,368 S.F.

GROUP A2 & A3 - ASSEMBLY = 2,925 S.F.

GROUP S1 & S2 - STORAGE = 1,434 S.F.

FOR GROUP B = 200

OCCUPANT LOAD FACTOR:

FOR GROUP A = 30

FOR GROUP S = 5,000 1,434 / 5,000 = 1 OCCUPANT

2,925 / 30 = 98 OCCUPANTS

5,368 / 200 = 27 OCCUPANTS

TOTAL OCCUPANTS = 126 / 2 = 63 OCC. PER GENDER

TYPE OF BUILDING OCCUPANCY PER CPC TABLE 4.1

USE GROUP: "OFFICE OR PUBLIC BUILDINGS"

PLUMBING FIXTURE REQUIRED:

MEN

WOMEN

W.C. LAV. UR. D.F.

1

1 11

4 1 -

D.F.

5 2 -WOMEN

W.C.

1MEN

UR.

2 2

LAV.

2

PLUMBING FIXTURE PROVIDED:

113'-

0"

C5 ALLOWABLE AREA CALCULATIONS

B5 CODE ANALYSIS ABBREVIATIONS

D5 PLUMBING FIXTURE CALCULATIONS

A5 PARTIAL SITE PLAN 1" = 100'1/8" = 1'-0"A1 FLOOR PLAN - OCCUPANT LOAD

TOTAL AREA 13,837 S.F.

NEW ADDITION

13,056 S.F.

200

100

500

600

700

800

1100

1200

1300

1800B 1900

2000

1700

1400

300

400

POOL

2100

900

1800A

903

LOT 6LOT 4

LOT 2

LOT 1 LOT 3 LOT 5

PROPERTY LINE

SU

IS

UN

V

ALLE

Y R

OA

DP

RO

PE

RT

Y LIN

E

PROPERTY LINE

PROPERTY LINE

TENNIS

COURTS

F.H.

F.H.

F.H.

F.H.

F.H.

STUDENT PARKING

STAFF

STAFF

DIST.

MAINTANCE

YARD

F.H.

(N) BLDG.

U

U

U

U

U

U

U

U

U

CHILD CARE

# 60163

16001500

# 31728

PARKING STALLS

#02-107552

PARKING & CURBCUTS

#02-106610

VISTOR

PARKING

(E) ACCESSIBLE

(E) ACCESSIBLE(E) ACCESSIBLE

PARKING STALLS

#02-107552

(E) ACCESSIBLE

PARKING STALLS

#02-107552

(E) ACCESSIBLE

PARKING STALLS

#02-107552

(E) ACCESSIBLE

PARKING STALLS

#02-107552

(E) ACCESSIBLE

PARKING STALLS

#02-107552

(E) BUS SHELTER

(E) ACCESSIBLE

PARKING STALLS

#02-107552

STAFF

PARKING

# 31728

U

1700B

J.B.

A1.1.dwg

A1.1

OVERALL SITE PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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12022

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

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31728, 43623, 31407

32556, 43623 12,320 S.F.

31728, 31407 3,100 S.F.

31728, 43623, 31407

10,730 S.F.

34859, 43623, 02-106610 24,610 S.F.

34859, 43623 9,660 S.F.

32298, 43623, 02-103762 48,201 S.F.

35987, 43623

14,336 S.F.

31728, 43623, 31407 11,616 S.F.

31727, 43623 30,976 S.F.

40427, 43623 12,400 S.F.

31728, 43623, 31407

25,251 S.F.

38943, 43623 2,447 S.F.

11,616 S.F.

40427, 43623 17,856 S.F.

31728, 43623, 31407 16,864 S.F.

13,056 S.F.

31728, 43623, 31407

DSA APPL. NO.

31728, 43623, 31407 24,240 S.F.

60163, 43623 9,562 S.F.

49,600 S.F.01-102029, 31727, 43623100

3,500 S.F.

AREABLDG. NO.

02-100548 1,440 S.F.

28325 17,500 S.F.

32556, 43623

600

200

1300

300

1400

400

500

700

800

900

1100

1200

2000

2100

1500

1600

1700

1800B

1800A

1900

43623

2500

SWIMMING

POOL

EXISTING BUILDING SUMMARY

ARCH.

BARRIERS

PROJECT

1.

ACCESSIBLE SITE ELEMENTS ARE TO COMPLY WITH CHAPTER 11B, 2001 CBC

33490, 33013, 43623

2.

(E) ACCESSIBLE PARKING SPACES HAVE BEEN REVIEWED ON SITE AND

VERIFIED FOR COMPLIANCE WITH SECTION 1129B, 2001 CBC, AND ADA

ADA

+ FA

UPGRADES

3.

02-103473

VERIFIED FROM STREET ENTRY AND FROM PARKING TO BUILDING GROUND

(E) ACCESSIBLE PATHS TO REMAIN HAVE BEEN REVIEWED ON SITE AND

LEVEL ACCESSIBLE ENTRANCES OF BUILDINGS TO BE MODERNIZED AND

ARE IN COMPLIANCE WITH SECTIONS 1127B AND 1133B, 2001 CBC. WORK

WHICH ALTERS OR NEW WORK AT ACCESSIBLE PATHS SHALL COMPLY WITH

SAME.

CAMPUS

WIDE

GENERAL NOTES

4.

SITE WALKWAYS AS INDICATED ON PLAN SHALL PROVIDE A BARRIER FREE

ALL PATHS OF TRAVEL SHALL BE ACCESSIBLE FROM ACCESSIBLE PARKING

PATH OF TRAVEL FOR PERSONS WITH DISABILITIES. WALK SURFACES SHALL

BE CONSTRUCTED TO 48" MINIMUM UNOBSTRUCTED WIDTH WITH SLIP

RESISTANT SURFACE PER SECTION 1133B.7, 2001 CBC. CROSS SLOPE SHALL

NOT EXCEED 1/4" (2%) NOR EXCEED 5% IN DIRECTION OF TRAVEL. WALK

SLOPES EXCEEDING 1:20 SHALL BE CONSTRUCTED TO CONFORM TO RAMP

REQUIREMENTS. WALKS WITH A CONTINUOUS GRADIENT SHALL HAVE A

5 FOOT LEVEL AREA EACH 400 FEET. THERE SHALL BE NO ABRUPT CHANGES

"UNAUTHORIZED PARKING" SIGNAGE, APPL: #02-107552

IN LEVEL OVER 1/4" OR 1/2" WITH BEVEL OF 1:2 SLOPE (1V:2H) PER CBC

SECTION 1023.4.

PLAYFIELDS.

5.

THERE SHALL BE NO DROPS IN ELEVATION GREATER THAN 4" AT THE EDGE

OF ANY ACCESSIBLE ROUTE, EXCEPT FOR WALKS ADJACENT TO PARKING

AREAS WITH ACCEPTABLE 6" CURBS, OR AS DETAILED SPECIFICALLY AT

NON-TYPICAL LOCATIONS.

6.

ACCESSIBLE PATHS OF TRAVEL TO BE FREE OF GRATINGS WHEREVER

POSSIBLE. GRATINGS LOCATED IN THE WALKWAY SURFACE SHALL HAVE GRID

OPENINGS 1/2" MAX WIDE IN ONE DIRECTION ORIENTED PERPENDICULAR TO

THE DOMINANT DIRECTION OF TRAVEL, SECTION 1133B.7.2, 2001 CBC.

7.

CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE

BEEN REMOVED PER SECTION 1023 AND THAT THE ACCESSIBLE ROUTES OF

TRAVEL COMPLY W/ SECTION 1127B AND 1133B.7, 2001 CBC.

8.

AND PUBLIC WAYS TO ALL BUILDINGS, ACCESSIBLE TOILETS AND

AREA OF NEW WORK IN THIS CONTRACT (BUILDING 600)

EXISTING BUILDINGS NOT IN THIS CONTRACT

ACCESSIBLE PATH OF TRAVEL

U

NOTE:

PATH OF TRAVEL AS INDICATED IS A BARRIER-FREE ACCESS WITHOUT ANY ABRUPT

VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAX. SLOPE, EXCEPT THAT LEVEL

CHANGE DOES NOT EXCEED 1/4" VERTICAL. SLOPE NOT TO EXCEED 1:20, CROSS

SLOPE NOT TO EXCEED 1:50. CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE

PATH OF TRAVEL HAVE BEEN REMOVED.

ALL-WEATHER SURFACE EMERGENCY VEHICLE ACCESS

REQUIREMENTS.

AND ADA REQUIREMENTS.

F.H. EXISTING FIRE HYDRANT

EXISTING ACCESSIBLE RESTROOM(S)

1700B

D5 NOTES

C5 LEGEND

A5 (E) BUILDING SUMMARYA1 OVERALL SITE PLAN 1" = 160'

1

7

2

1

4

7

6

3

5

5

8

5

9

5

J.B. & F.B.B.

A1.2.dwg

A1.2

ENLARGED SITE PLAN

DEMO

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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D

CONSULTANTS

LEED CREDITS THIS SHEET

12022

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

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2

1

3

(E) BUILDING 600

4

(E) ARCADE

REMOVE (E) TREE

REMOVE (E) LANDSCAPE

5 REMOVE (E) CONCRETE FLATWORK

6 SAW CUT

7 (E) TEL. BOX IN FLATWORK

8 REMOVE (E) FENCE

A5 LEGEND

B5 DRAWING NOTES

C5 GENERAL SITE NOTES

A1 ENLARGED SITE PLAN - DEMO 1" = 10'

9 (E) BUILDING OVERHEAD

2.

1. ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER ... OF THE

2010 CALIFORNIA BUILDING CODE, AND THE GEOTECHNICAL REPORT.

CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE CITY OF FAIRFIELD

FOR ALL WORK IN THE PUBLIC RIGHT OF WAY.

NOTIFY ARCHITECT OF ANY CONFLICTS THAT MAY OCCUR.

VERIFY ALL EXISTING CONDITIONS AND UNDERGROUND UTILITIES IN THE FIELD.3.

PRIOR TO EXCAVATION AND SHALL AVOID DAMAGE TO SAME.

CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUN UTILITIES4.

ALL SITE DRAINAGE TO SLOPE 1/8" PER FOOT MINIMUM UNLESS NOTED OTHERWISE.

5.

WITH SOIL SUITABLE FOR PLANTING; FINISH GRADE .... FROM CURBS AND PAVED

GENERAL CONTRACTOR TO BRING ALL PLANTED AREAS ... FROM FINISH GRADE6.

SURFACES. REFER TO LANDSCAPE DRAWINGS FOR NOTES AND DETAILS.

ON DRAWINGS.

PIPE CHASES SHALL BE INSTALLED FOR IRRIGATION LINES AS INDICATED

ALL PIPE LINES WITHIN PAVED AREAS ARE TO BE INSTALLED PRIOR TO PAVING.7.

OF THE EXISTING SYSTEM OR THE LOW POINT WHERE THE DRAINAGE IS TO

PRIOR TO EXCAVATING FOR DRAINAGE LINES, DETERMINE THE INVERT ELEVATION8.

BE DISCHARGED.

REMOVE (E) CONCRETE FLATWORK

2

4

1

3

5

J.B. & F.B.B.

A1.3.dwg

A1.3

ENLARGED SITE PLAN

NEW WORK

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

707.446.1913

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CHECKED BY:

54321

B

A

C

D

CONSULTANTS

LEED CREDITS THIS SHEET

12022

12/10/12

ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

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A5 LEGEND

B5 DRAWING NOTES

C5 GENERAL NOTES

A1 ENLARGED SITE PLAN - NEW WORK 1" = 10'

2

1

3

(E) BUILDING 600

4

(E) ARCADE

NOT USED

(N) FLATWORK

5 (E) BUILDING OVERHEAD

CLASSROOM

CLASSROOM

SUPPLY

635

BOARD RM.

ADMIN.WORKSTATIONS

SUPERINTENDENT

ENTRY

TOILET

622

ADMIN. ASST.

SEC.

OFFICE/

CLASSROOM

REPRODUCTION

WOMENS'

CUSTODIAN

MEN

WOMEN

BREAK RM.

PAYROLL

634

PAYROLL

633PURCHASING

HALLWAY

LOUNGE

STORAGE

CORRIDOR

WORKSTATIONS

PUBLICHUMAN

SEC.

DEAN OF

RELATIONS

EXTENDED STAY

RECEPTION

WAITING

CLOSET

CORRIDOR

12 11 10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

631

ACCOUTING

MANAGER

632

636

637

610

CONF.COPY

PRESIDENT/

622

620

619

CONFERENCE

618

OFFICE

RESOURCES

618

11

11

2

J.B.

A2.1.dwg

A2.1

DEMOLITION

FLOOR PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

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CONSULTANTS

LEED CREDITS THIS SHEET

12022

12/10/12

ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

ETSTA

LIC

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A. DEMOLITION SHALL NOT BE STARTED IN ANY AREA UNTIL POWER, GAS, WATER,

AND OTHER PERTINENT UTILITIES HAVE BEEN DISCONNECTED.

B. THE DEMOLITION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE

GENERAL, ELECTRICAL, MECHANICAL, AND PLUMBING CONTRACTORS FOR THE

PURPOSE OF DISCONNECTING POWER AND OTHER SERVICES WHICH MAY BE

DISTURBED BY THE DEMOLITION.

C. IT SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO VISIT

THE SITE PRIOR TO SUBMITTING A BID FOR THE WORK. ANY EXISTING

CONDITIONS OBSERVED WHICH WILL AFFECT THE DEMOLITION NOT OTHERWISE

INDICATED IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT.

D. DEMOLITION PLANS ARE TO ASSIST THE CONTRACTOR IN THE GENERAL

DETERMINATION OF THOSE ITEMS TO BE REMOVED AND RELOCATED.

CONTRACTOR IS TO REVIEW ALL DRAWINGS AND SPECIFICATIONS TO

DETERMINE THE COMPLETE SCOPE OF DEMOLITION.

E. REFER TO THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS FOR THE EXTENT OF DEMOLITION WORK IN THOSE AREAS. EXISTING

ITEMS ARE SHOWN AS ACCURATELY AS POSSIBLE WITH THE INFORMATION

AVAILABLE AND PROVIDED BY OWNER. ANY DISCREPANCIES OR DISCOVERY OF

UNFORESEEN ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT BEFORE DEMOLITION PROCEEDS.

F. THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND

BRACING REQUIRED TO SUPPORT ADJACENT WALLS, CEILINGS, EQUIPMENT OR

OTHER BUILDING ELEMENTS.

G. ALL EXISTING SURFACES, WALLS, DOORS, WINDOWS, FRAMES, HARDWARE, ETC.

NOT SHOWN TO BE REMOVED OR ALTERED SHALL REMAIN. REMAINING

SURFACES AND ITEMS SHALL BE PROTECTED FROM DAMAGE DURING

DEMOLITION AND RECONSTRUCTION.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGE TO

EXISTING ITEMS TO REMAIN AS PART OF THE RECONSTRUCTION OF THIS

BUILDING.

ALL ITEMS SCHEDULED TO BE REMOVED AND NOT RELOCATED ARE TO BE

REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.

REMOVE ALL SCREWS, PINS, HANGERS, ANCHORS, ETC. FROM THE

EXISTING WALLS AND CEILINGS IN THE AREA OF WORK. PREPARE THE

WALLS, FLOORS AND CEILINGS FOR THE WORK SCHEDULED FOR THOSE

SPECIFIC AREAS.

J.

REMOVE ALL WIRING, CABLING, AND ABANDONED WIRING AND CABLING

NOT SHOWN TO BE REMOVED ON THE MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS FROM THE EXISTING WALLS AND CEILINGS IN THE

AREA OF WORK. PREPARE THE WALLS AND CEILINGS FOR THE WORK

SCHEDULED FOR THOSE SPECIFIC AREAS.

K.

L.

CAP ALL UTILITIES TO BE ABANDONED BEHIND THE FACE OF FINISH, I.E. AT

WALLS, FLOORS, CEILINGS, FINISH GRADE, ETC. AND RECORD THE

LOCATIONS ON THE RECORD DRAWINGS.

I.

REMOVE ABOVE-CEILING UNUSED STRUCTURAL COMPONETS,

EQUIPMENTS, MECHANICAL AND PLUMBING PIPES.

M.

REMOVE (E) WOOD STUD WALL

REMOVE (E) ITEM(S). SEE DRAWING NOTES FOR ITEMS

REQUIRING CLARIFICATION

2

1

3

(E) RAIN WATER LEADER TO REMAIN.

ALL SCREENED GRAPHICS INDICATE EXISTING (E) ITEMS TO REMAIN, PROTECT.N.

(E) DOOR & FRAME TO REMAIN

LINE OF (E) ROOF OVERHANG ABOVE.

(E) NON-RATED WOOD STUD WALL TO REMAIN

(E) ONE-HOUR RATED WOOD STUD WALL TO REMAIN

(E) WOOD STUD SHEAR WALL TO REMAIN

(E) C.M.U. WALL TO REMAIN

B5 DRAWING NOTES

C5 GENERAL NOTES

B1 FLOOR PLAN - DEMO 1/8" = 1'-0"

A5 LEGEND

MR CREDIT 1.1 - BUILDING REUSE -

MAINTAIN EXISTING WALLS, FLOORS,

AND ROOF

MR CREDIT 2 - CONSTRUCTION WASTE

MANAGEMENT

PRESIDENT/

ASST.

CHECK

12 11 10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

AGENDAS REFRESH.CREDENZA

V

V

DW

MW

C.

97 SEATS

SPKR #2

PRESS

SPKR #1

REF.V

FIL

ES

FIL

ES

FIL

ES

COPY

CONFERENCE ROOMVAULTTEL/COMMECH

MEN

WOMEN

STOR.VP FINANCE ADMIN.

OFFICE

OFFICE

EXEC. ASST.

RECORDS

SERVICES

DIR. FIS.

MANAGER

OFFICE

OFFICE

OFFICE

STORAGE

WRITING

RESEARCH &

PLANNING

BOARD ROOM

COMPUTER

STORAGEWHEELCHAIR LIFT

AV

SUPERINTENDENT

EXEC. ASSISTANTWAITINGSTORAGECONF. ROOM

CUSTODIAL

STORAGE

BREAK ROOM MANAGER DIRECTOR

DIRECTOR

STORAGE

OFFICE

OFFICE

OFFICEOFFICEOFFICE

OFFICE

WORK ROOM

UNASSIGNEDUNASSIGNEDUNASSIGNED

RECEPTION TESTING WORK

TOILET

WK. #5

WK. #1

WK. #4

WK. #2 WK. #3

COPY

11

11

23

4

C1

AI

F.B.B./J.B.

A2.2.dwg

A2.2

NEW FLOOR PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

707.446.1913

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PROJECT

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DATE:

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CONSULTANTS

LEED CREDITS THIS SHEET

12022

12/10/12

ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

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A. ALL SCREENED GRAPHICS INDICATE EXISTING (E) ITEMS TO REMAIN, PROTECT.

B. ALL NOTED ITEMS ARE NEW, UNLESS OTHERWISE NOTED AS EXISTING (E).

C. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED.

(E) ONE-HOUR RATED WOOD STUD WALL TO REMAIN

(E) WOOD STUD SHEAR WALL TO REMAIN

(N) ONE-HOUR RATED WOOD STUD WALL

2

1

3

(E) RAIN WATER LEADER TO REMAIN.

4

(N) DOOR & FRAME, SEE DOOR SCHEDULE

(E) DOOR & FRAME TO REMAIN

3

LINE OF (E) ROOF OVERHANG ABOVE.

(E) C.M.U. WALL TO REMAIN

INFILL (E) EXTERIOR DOOR OPENING - PREP FOR (N) WINDOW - SEE

(N) NON-RATED WOOD STUD WALL

(E) NON-RATED WOOD STUD WALL TO REMAIN

ACCESSIBLE HI-LO DRINKING FOUNTAIN, S.P.D., SEE

B5 DRAWING NOTESB1 NEW FLOOR PLAN 1/8" = 1'-0"

A5 LEGEND

D5 GENERAL NOTES

12 11 10 9 8 7 6 5 4 3 2 1

SOUTH

1 TYP.

1 TYP.

2 TYP.

3 TYP.

9 8

103

3 33

4 TYP.

6 TYP.

7

5

4 TYP.

6TYP.

7

5

J.B.

A4.1.dwg

A4.1

EXTERIOR

ELEVATIONS

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

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CONSULTANTS

LEED CREDITS THIS SHEET

12022

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

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(E) CONCRETE ROOF TILES.

4

(E) EXPOSED CONCRETE TILT-UP WALL.

(E) CEMENT PLASTER.

(E) SHEET METAL CAP FLASHING.

5 (N) CEMENT PLASTER.

6 (N) 12" X 12" GLASS BLOCK.

7

8

9

(N) EXPANSION JOINT.

(E) LOUVERS.

(E) LADDER.

10 (N) EXTERIOR DOOR - SEE NEW FLOOR PLAN.

A5A1 EXTERIOR ELEVATIONS 1/8" = 1'-0"

A5

C5 DRAWING NOTES

1

4

9

2

3 3

5 5 66

7

8

EL. +0'-0"

F.F.

10

999

B C D E F G HA

EL. +11'-8"

TOP OF PARAPET

EL. +10'-0"

TOP OF ROOF

EL. +8'-0"

BOTT. OF CURVED

SOFFIT ABOVE BOARD

MEMBER CASEWORK

+9'-0" CLG.

CURVED SOFFIT

SOFFIT

(+8'-0")

(+8'-0")

10

'-0

"

8'-0

"

J.B.

A5.1.dwg

A5.1

BUILDING SECTION

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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CONSULTANTS

LEED CREDITS THIS SHEET

12022

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

ETSTA

LIC

FILOF

NRO

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HCRADSE ITETC

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(E) CONC. CEILING SLAB TO REMAIN.2

1

3

(E) C.M.U. WALL TO REMAIN.

(E) WOOD TRUSS JOISTS TO REMAIN, TYP.

(E) 1-HOUR RATED CORRIDOR.4

5 (E) GYP. BD. (EXTENDS TO CEILING ABOVE) TO REMAIN - PAINT.

6 (E) GYP. BD. (EXTENDS TO BOTT. OF (E) ROOF DECK) TO REMAIN - PAINT.

7 (E) COMPOSITION BUILT-UP ROOF TO REMAIN.

8

SUSPENDED ACOUSITCAL CEILING PANEL SYSTEM.9

BATT. INSULATION, TYP.10

(E) 2X ROOF FRAMING TO REMAIN.

B5 DRAWING NOTES

C1 BUILDING SECTION 1/4" = 1'-0"

A1 PARTIAL BUILDING SECTION THRU NEW BOARD ROOM 1/4" = 1'-0"

2

A

B

C

D

E

F

G

H

12 11 10 9 8 7 6 5 4 3 1

24

4

4

4 4

1

3

1

11

J.B.

A6.1.dwg

A6.1

DEMOLITION

REFLECTED

CEILING PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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B

A

C

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CONSULTANTS

LEED CREDITS THIS SHEET

12022

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

BUILDING 600

EXPANSION

SOLANO COMMUNITY

COLLEGE DISTRICT

CA

NE

ETSTA

LIC

FILOF

NRO

AI

HCRADSE ITETC

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REMOVE (E) SUSPENDED ACOUSTICAL

PANEL CLG. SYSTEM

GYP. BD. CLG. - SEE DRAWING NOTES

REMOVE (E) 2' X 4' LIGHT FIXTURE - S.E.D.

REMOVE (E) SUPPLY AIR REGISTER - S.M.D.

REMOVE (E) RETURN AIR REGISTER - S.M.D.

(E) CEILING ACCESS PANEL TO REMAIN

REMOVE (E) 1' X 4' LIGHT FIXTURE - S.E.D.

SEE DEMOLTION FLOOR PLAN FOR CEILING-RELATED DEMOLITION NOTES.A.

(E) PLASTER STOP SOFFIT VENT TO REMAIN, TYP.

2

1

REMOVE (E) EXTERIOR RECESSED DOWN LIGHT, TYP. - S.E.D.

3

(E) EXTERIOR PLASTER SOFFIT TO REMAIN, TYP.

4

(E) RAIN WATER LEADER TO REMAIN.

REMOVE (E) GYP. BD. CEILING

B5 DRAWING NOTESB1 DEMOLITION REFLECTED CEILING PLAN 1/8" = 1'-0"

A5 LEGEND

C5 GENERAL NOTES

H

12 11 10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

2

1

3

1

11

10

'-0

"

8'-0

"

J.B. & F.B.B.

A6.2.dwg

A6.2

NEW REFLECTED

CEILING PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

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CONSULTANTS

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ADMINISTRATION

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ETSTA

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HCRADSE ITETC

2x2 SUSPENDED DECORATIVE CLG. SYSTEM

GYP. BD. CLG. - PAINT

2' x 4' LIGHT FIXTURE - S.E.D.

(E) CEILING ACCESS PANEL TO REMAIN

ROUND RECESSED LIGHT FIXTURE - S.E.D.

(E) PLASTER STOP SOFFIT VENT TO REMAIN, TYP.

2

1

3

(E) EXTERIOR PLASTER SOFFIT TO REMAIN, TYP.

(E) RAIN WATER LEADER TO REMAIN.

A5 LEGEND

B5 DRAWING NOTES

B1 NEW REFLECTED CEILING PLAN 1/8" = 1'-0"

1' x 4' LIGHT FIXTURE - S.E.D.

C5 GENERAL NOTES

GYP. BD. CLG. WITH FABRIC COVERING PANELS

2x2 SUSPENDED ACOUSTICAL CLG. SYSTEM

2x4 SUSPENDED ACOUSTICAL CLG. SYSTEM

4x4 SUSPENDED ACOUSTICAL CLG. SYSTEM

A4 SECTION THRU CORR. 1/4" = 1'-0"

SL

OP

ES

LO

PE

SL

OP

E

SL

OP

ES

LO

PE

SL

OP

E

12 11 10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

5

24184

17

3 39

6

9

10

17

9

7

8

1

88

7

1

(E) RIDGE

2 TYP.

11

8

11

10

17

13

14

15 16

5

19

J.B.

A3.1.dwg

A6.3

DEMOLITION

ROOF PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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C

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CONSULTANTS

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

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EXPANSION

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ETSTA

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REMOVE (E) CAP SHEET ROOFING, JACKS & FLASHING.

4

(E) CONCRETE TILE TO REMAIN, TYP.

REMOVE (E) MECHANICAL EQUIPMENT - S.M.D.

(E) LOUVERS.

5 (E) MECHANICAL SCREEN TO REMAIN.

6 REMOVE (E) ROOF HATCH.

7

8

REMOVE (E) CRICKET - TYP.

REMOVE (E) ROOF DRAINS - TYP.

9 REMOVE (E) DUCTWORK.

10 (E) ACCESS PANELS TO REMAIN.

11 (E) ROOF VENT TO REMAIN.

12 (E) FLUE TO REMAIN.

13 (E) AIR RELIEF VENT TO REMAIN.

14 (E) FLOOD LIGHTS TO REMAIN.

15 OUTLINE OF (E) COVERED WALKWAY TO REMAIN.

16 (E) ANTENNA TO REMAIN.

17 REMOVE (E) ROOF VENT, S.M.D.

18 (E) ROOF ACCESS LADDER

B5 DRAWING NOTES

A1 DEMOLITION ROOF PLAN 1/8" = 1'-0"

D5 GENERAL NOTES

19 REMOVE (E) CONCRETE ROOF TILES AND SUPPORTING STRUCTURE

SL

OP

ES

LO

PE

SL

OP

E

A

B

C

D

E

F

G

H

12 11 10 9 8 7 6 5 4 3 2 1

SL

OP

ES

LO

PE

SL

OP

E

1

(E) RIDGE

2

1

6

5 TYP.

4TYP. 3 TYP.

11 TYP. OF 54

10

10

1

9

7

8

10

10

66

J.B.

A3.2.dwg

A6.4

NEW ROOF PLAN

R.L.H.

3030 Holiday Court

Vacaville, CA 95687

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF HA+A, INC.; ANY USE WITHOUT WRITTEN CONSENT IS PROHIBITED.

707.344.1824

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ADMINISTRATION

FAIRFIELD, CA

MODERNIZATION &

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EXPANSION

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NE

ETSTA

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(N) MEMBRANE ROOFING SYSTEM.

4

(N) ROOF HATCH - SEE

(E) _ _ _" Ø ROOF DRAIN.

(N)_ _ _"Ø OVERFLOW.

5 (N) 24" X 48" SUMP, -2".

6 (N) CRICKET.

7

8

9

(N) SHEET METAL CAP FLASHING.

(N) CANT STRIP.

(N) SCUPPER & RAIN WATER LEADER.

10 (N) EXPANSION JOINT.

C5 DRAWING NOTES

A1 NEW ROOF PLAN 1/8" = 1'-0"

D5 GENERAL NOTES