Bid_Addendum_1_Drawings_Pages_13-24.pdf
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- Solicitation number
- 9TSC0108
- Issued by
- Fresno County, Inyo County, Kings County, Madera County, Merced County, Mono County, San Bernardino County, Tulare County, Fremont City, Fresno City, Kingsburg City, Inyokern CDP, Madera City, Madera Acres CDP, Madera Ranchos CDP, Corte Madera Town, Merced City, University of California-Merced CDP, Mono City CDP, Kings Beach CDP, San Bernardino City, East Tulare Villa CDP, Tulare City, Mono Vista CDP, California
About this file
This addendum document provides architectural drawings and construction details for the Fresno Air Attack Base C-130 Barracks project located at 2311 N. Clovis Avenue, Fresno, California 93727, under the Department of Forestry and Fire Protection (CAL FIRE). The addendum includes floor plans, reflected ceiling plans, roof plans, exterior elevations, and enlarged interior elevation details for the barracks/mess hall facility. Key project components encompass a multi-room structure featuring six bedrooms, three bathrooms, kitchen and pantry areas, dining room, day room, library, physical training hall, laundry room, and various support spaces totaling approximately 4,200 square feet. The building design incorporates accessibility features including ADA-compliant clearances, accessible work surfaces, and removable millwork in designated accessible bedrooms. A mandatory site visit was scheduled for October 6, 2025, at 10:00 a.m., with a bid submission deadline of December 1, 2026, at 2:00 p.m., followed by a virtual bid opening at 3:00 p.m. on the same date. The project requires contractors' state license classification B, with potential need for fire protection specialty contractor license classification C-16.
The State's project estimate is $5,192,000.00. Specifications detail construction requirements including metal standing seam roofing with cool roof properties, cement plaster exterior siding, 2x6 wood framed walls with R-21 batt insulation and exterior rigid insulation at perimeter walls, gypsum board interior finishes, and integrated color coated prefinished metal gutters and downspouts. Fire-rated wall assemblies include 1-hour fire-rated partitions separating sleeping units from common areas, with specific flame spread and smoke density ratings per ASTM E84 standards. The project incorporates roof venting calculations meeting 1/300 ventilation ratios with 50 percent high and 50 percent low venting areas distributed across multiple roof sections. Additional requirements include waterproof flashing at all roof penetrations, soil cement board soffits, and coordination with mechanical, electrical, and plumbing systems for all building penetrations and utility connections.
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L# LOUVER NUMBER
# WINDOW NUMBER
A001
ARCHITECTURAL GENERAL
SHEET ABBREVIATIONS AND
NOTES
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
OJ
EC
T
PA
TH
A
REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge me n t
To we rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V3
ARCHITECTURAL SYMBOLS
X SIGNAGE NUMBER OR LETTER
DOOR IDENTIFIER:
SIGNAGE IDENTIFIER:
WINDOW IDENTIFIER:
LOUVER IDENTIFIER:
CONSTRUCTION DETAIL CALLOUTS
1. SEE DETAIL #7 / A501 FOR EQUIPMENT CURB AT ROOF.
2. SEE DETAIL #9 /A501 FOR OPENINGS THROUGH EXTERIOR WALL FOR MECHANICAL, PLUMBING OR ELECTRICAL COMPONENTS.
3. SEE DETAIL #1 / A502 FOR SLOPED CEILING AT SHOWER.
4. SEE DETAIL #9 / A502 FOR FIRE EXTINGUISHER CABINET IN 1-HOUR RATED WALL ASSEMBLY.
5. SEE DETAIL #4 / A503 FOR INTERIOR WALL CONCRETE CURB.
6. SEE DETAIL #5 / A503 FOR WOOD TRIM AT SIDING.
7. SEE DETAIL #10 / A503 FOR OUTSIDE CORNER AND INSIDE CORNER TRIM FOR SIDING.
8. SEE DETAIL #10 / A504 FOR HEAD AND JAMB OF INTERIOR WALL CASE OPENING.
9. SEE DETAIL #15 / A504 FOR INTERIOR WALL CORNER.
HOUR / HEAT WATER RETURN
SOAP DISPENSER / STORM DRAIN
EDGE OF PAVING
EDGE OF SLABEOS
EOP L
LAV LAVATORY / LAVATORY SINK
LENGTH
SD
SCR SCREEN
ELECTRICAL DRINKING FOUNTAIN
EDGE NAILING
ELECTRICAL OVERHEAD
EXPANSION JOINT
EXHAUST FAN
ELEC
EOH
ELECTRICAL
ELEVATION
EDF
EA W
EACH
EACH WAY
EXISTING
EAST
JST
KVA
KM
KIT
INT
JT
JAN
JB
INV
DISH WASHER
DISPENSER / DISPOSAL
DWR
DWG
DOWN
DRAWER
DRAWING
DOWNSPOUT
DOOR
DIAG
DISC
DIST
DISP
DIAMETER
DIMENSION
DISTANCE
DISCONNECT
DIAGONAL
HW
INSUL
IN
I
ID
HR
HVAC
HTR
HW
HT
HSE
KITCHEN
KILOMETER
KILO VOLT AMPERE
JOIST
INTERIOR
JANITOR
JUNCTION BOX
JOINT
INVERT
SOUTH / SANITARY
SEAT COVER DISPENSER
SCHEDULED
SOLID CORE
SUPPLY AIR
S
SCHED
SCD
SC
SA
REVOLUTIONS PER MINUTE
REDWOOD
RETAINING WALL
RAIN WATER LEADER
RELIEF VALVE
RT
RPM
RIGHT
RWD
RWL
RW
RV
INSIDE DIAMETER / INSIDE DIMENSION
HOT DOMESTIC WATER
INSULATION
INCH
CURRENT
HEATING, VENTILATING, AIR CONDITIONING
HOT WATER
HEATER
HEIGHT
HOUSE
REQUIRED
ROUGH OPENING
REVISION
REQ
RET RETURN
RND
RO
RM
ROUND
ROOM
REV
REFLECTED CEILING PLAN
RECEPTACLE
REGISTER
REINFORCED
REFRIGERATOR
REFERENCE
RECEPT
RCP
REINF
REFR
REG
REF
WELDED WIRE FABRIC
WATER RESISTANT
WATER HEATER / WHARF HYDRANT
WV
WWF
WT
XFMR
WEIGHT
WATER VALVE
TRANSFORMER
WH
WIND
WCO
WD
WR
WP
WINDOW
WOOD
WALL CLEANOUT
WATERPROOF
VENT THROUGH ROOF
WEST / WASHER / WATER / WIDTH
VAPOR RETARDED / VENT RISER
W/ W
VTR
WC
W/O
WITH
WATER CLOSET
WITHOUT
VENT
VIF
VERT
VD
VR
VOL
VERTICAL
VENTILATOR
VERIFY IN FIELD
VOLUME DAMPER
VOLUME
RADIUS / RISER / RESISTANCE
PRESSURE TREATED DOUGLAS FIR
MO MASONRY OPENING
ARCH ARCHITECTURAL FL FLOW LINE / FLASHING
PLN PLAN
GALV GALVANIZEDCLEAR
GYP BDCERAMIC TILE
DOUGLAS FIR / DRINKING FOUNTAIN
DRYER / DAMPER
DBL
DEMOLISH
DRAIN INLET
DETAIL
DOUBLE
CU FT CUBIC FEET
CENTER
COLD WATER
CUBIC YARD
HD
HDWD
HORIZ
HDWR
HM
HDR
HC
H2O
HB
CORRUGATED METAL PIPE
CONTINUATION / CONTINUOUS
CONCRETE MASONRY UNIT
CLEAN OUT TO GRADE
CLEAN OUT TO FLOOR
CONT
CMP
COTF
COTG
CORR
CONT CONTINUOUS
CORRIDOR
CONC
COND
CMU
COL
CONCRETE
CONDENSER
CLEAN OUT
COLUMN
GPH
GSM
GYP
GSP
GR
GPM
GEN
GFCI
GND
GI
GB
PTDF
GYPSUM BOARD
HOLLOW METAL
HORIZONTAL
HARDWARE
HOLD DOWN
HARDWOOD
HEADER
HOLLOW CORE
HOSE BIB
WATER
QUANTITY
QUARRY TILE
RETURN AIR
RELOCATE
QT
QTY
RA
R (R)
PAVEMENT
PARTITION
POLYVINYL CHLORIDE
PLYWOOD
PVMT
PTN
PVC
PLYWD
GALLONS PER HOUR
GALVANIZED SHEET METAL
GALVANIZED SHEET PIPE
GALLONS PER MINUTE
GYPSUM
GRADE
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
GALVANIZED IRON
GENERATOR
GRAB BAR
PSF POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PERFORATED STEEL PIPE
PAPER TOWEL DISPENSER
POINT / PRESSURE TREATED
PAINT / STAIN
PSP
PSI
PTD
PT
PT
PLYWOOD
PERFORATED PLASTIC PIPE
PIPE SLEEVE
POWER POLE
PLWD
PNL PANEL
PPP
PS
PP
FPSCONDUIT
CUBIC FEET PER MINUTE
CALIFORNIA BUILDING CODE
CATCH BASIN / CIRCUIT BREAKER
CHAIN LINK FENCE
CENTER LINE
CONSTRUCTION JOINT
CLG
CLO CLOSET
CEILING
CIRCLE
CFM
CBC
CAB
CAST IRON
CABINET
FURN
GA
GAL
G&O G
FRZ
FTG
FT
FS
FRP
BENCH MARK
BUILDINGBLDG
BOT
B/M
BLKG
BOTTOM
BEAM
BLOCKING
AUTO
AVERAGE
ATTIC VENT
BOARD
AUTOMATIC
FOB
FPM
FOF
FOC
FOS
FOM
FLR
FLUOR
FO
FND
FN
OBS OBSCURE
FEET PER SECOND
FURNACE / FURNITURE
GAUGE
GALLON
GAS & OIL
GAS
FIBERGLASS REINFORCED PANEL
FREEZE
FLOOR SINK
FOOTING
FOOT / FEET
OPP OPPOSITE
PLATE / PROPERTY LINE
PLASTER
POLE / POWER
PLASTIC LAMINATE
P
PLAS
P LAM
PL
OUTSIDE DIAMETER
ON CENTER
OVERHEAD
OR EQUAL
OD
OC
OFF
OH
OFFICE
O/E
FACE OF BLOCK
FEET PER MINUTE
FACE OF STUD
FACE OF CONCRETE
FACE OF MASONRY
FACE OF FINISH
FACE OF / FINISH OPENING
FLOOR
FLUORESCENT
FOUNDATION
FIELD NAILING
N NORTH
NOT TO SCALE
NOT IN CONTRACTNIC
NO
O/
NTS
OVER
NUMBER
MOUNTED
MULLION
NEW
MTL
MTD
METAL
(N)
MUL
ASPHALT CONCRETE PAVING
ADJACENT / ADJUSTABLE
AIR CONDITIONING
APPROXIMATE
ABOVE FINISH FLOOR
APPROX
AGG
ALUM
ALTERNATE
ALUMINUM
AGGREGATE
A/C
ACP
AIR
EQUAL
FEC
FF
FG
FIN
FIXT
FH
FA
FD
FE
FACP
CENTER LINE
FOOT / FEET
PLATE / PROPERTY LINE
INCH / INCHES
NUMBER
DIAMETER
AND
AT
ETC
EXH
EUG
EXT
EXP
EXIST
EQ
EQUIP
FIRE EXTINGUISHER CABINET
FINISH GRADE / FLOOR GRILLE
FINISH FLOOR
FINISH
FIXTURE
FIRE HYDRANT
FIRE ALARM CONTROL PANEL
FLOOR DRAIN / FIRE DAMPER
FIRE ALARM
FIRE EXTINGUISHER MICRO MICROWAVE
MISCELLANEOUS
MILLIMETER
MINIMUM
MANHOLE
MISC
MM
MIR
MIN
MH
MIRROR
MEMBRANE
MECHANICAL
MEDICINE CABINET
MEZZANINE
MANUFACTURER
MEMB
MECH
MC
MEZZ
MFG
ELECTRICAL UNDERGROUND
EXHAUST
ET CETERA
EXPANSION
EXTERIOR
EXISTING
EQUAL
EQUIPMENT
MAXIMUM
LIQUID PETROLEUM GAS
LIQUID SOAP DISPENSER
LIGHTING
LINEAR FEET
MAX
LPG
LSD
LF
LTG
LAMINATELAM
LB POUND
SST STAINLESS STEEL
TOG TOP OF GRATE / TOP OF GRADE
TYP TYPICAL
UNLESS OTHERWISE NOTED
VINYL COMPOSITION TILE
VAL
UR
V
VCT
VAR
VALVE
URINAL
VOLT
VARIES
UNFIN
UGND
UH
UON
UNDERGROUND
UNIT HEATER
UNFINISHED
TELEPHONE OVERHEAD
TOP OF PAVEMENT
TELEPHONE TERMINAL CABINET
TOILET SEAT COVER DISPENSER
TOILET PAPER DISPENSER
TELECOMMUNICATION TERMINATION BOARD
TELEPHONE UNDERGROUND
TS TUBE STEEL
TSCD
TTC
TTB
TV
TUG
TELEVISION
TOW
TOS
TOP
TOH
TPD
TOP OF WALL
TOP OF SLAB
SYS SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TEMPERATURE / TEMPERED
TEL TELEPHONE
TOF
TEMP
TJ
TNK
TOC
TANK
TOP OF FOOTING
TOOLED JOINT
TOP OF CURB
T&G T&B T
TB
TREAD / TREE
TOWEL BAR
SYMBOL / SYMMETRICAL
SURF SURFACE
SWBD
SYM
SW
SYMM
SUSP
SWITCHBOARD
SANITARY WASTE
SYMMETRICAL
SUSPENDED
STRUCT
STOR
STL
STD
STA
STORAGE
STEEL
STRUCTURAL
STATION
STANDARD
SANITARY NAPKIN RECEPTACLE
SANITARY NAPKIN DISPENSER
STRUCTURAL PLYWOOD
SANITARY NAPKIN TAMPON VENDOR
SANITARY SEWER / SERVICE SINK
SP
SQ FT
SPKR
SQ
SPEC
SS
SPEAKER
SQUARE
SQUARE FEET
SPECIFICATIONS
SND
SNR
SL
SM
SNTV
SLOPE
SHEET METAL
SQUARE FOOT / SQUARE FEET
SHWR
SHTG
SI
SHT
SK
SIM
SHOWER
SHEET
SQUARE INCH
SHEATHING
SINK
SIMILAR
SF
SECT SECTION
A
Ø
EN
EL
EJ
EF
EA
(E) E
DN
DW
DR
DS
DIA
DIM
CLR
CT
(D)
DF
DI
DET
D
CW
CY
CTR
CO
CLF
CJ
CL
CIR
CB
CI
BM
C
AV
BD
AVG
ADJ
ALT
AFF
TG TEMPERED GLASS
ABBREVIATIONS
S C A L E : 2NOT TO SCALEACCESSIBLE CLEARANCES AT DOORS
*ADD 6" AT EXTERIOR
SIDE OF EXTERIOR DOOR
FRONT APPROACH,
PULL SIDE
" M
IN
FRONT APPROACH,
PUSH SIDE
" M
IN
12"
MIN.
FRONT APPROACH,
PULL SIDE, DOOR WITH
CLOSER AND LATCH
" M
IN
36" MIN.
HINGE APPROACH,
PULL SIDE
" M
IN
22"
MIN.
HINGE APPROACH,
PUSH SIDE
" M
IN
HINGE APPROACH,
PUSH SIDE, DOOR
PROVIDED WITH
BOTH CLOSER AND
LATCH
" M
IN
24"
MIN.
LATCH APPROACH,
PULL SIDE
" M
IN
24"
MIN.
LATCH APPROACH,
PUSH SIDE
" M
IN
24"
MIN.
LATCH APPROACH,
PUSH SIDE, DOOR
PROVIDED WITH
CLOSER
" M
IN
18"
MIN.*
22"
MIN.
DOOR NUMBER
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S T A T E O F C A L IF O R NIA
1 SEPT 2026 ADDENDUM #1
FLAME SPREAD/SMOKE DENSITY
ALL INSULATION INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25
AND A SMOKE DEVELOPED INDEX OF 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84.
MAXIMUM FLAME SPREAD CLASS:
CLASS FLAME SPREAD INDEX
A 0-25 B 26-75 C 76-200
WASHER
DRYER
FACP
A404
B A201
A401
A401
A A201
C A201
D A201
G
8'-8"
'-8
'-3
6' -0
'-1 1"
'-8
7' -4
8'-8" 6'
-0
5'-4"
21'-7"
'-5
8'-8"9'-8"
4' -0
6'
-4
/2
5' -1
2'
-1 0"
4' -2
6'
-1
2' -8
6' -0
9'-8"
14'-8" 2'-4" 3'-6"13'-4"
5'-10"
11'-9"4'-6"11'-9"32'-0"
3' -6
5'-10"
'-1
4'
-4
'-1
/2
9'
-1
/2
'-1
1"
'-4
'-0
'-6
'-1 1"
6' -5
'-4
'-8
'-8
'-3
8'-7"
'-0
13'-4" 14'-8"
'-2
H
E
H
E
H
E
J
2' -4
20'-10"
8'-0"
8'-0"
'-0
8'-0"
16'-0"
K
N
N
H
M
AI
N
EN
TR
Y
6' -5
6'
-0
'-0
6'
-0
11'-5" 5'-2" 11'-5"
'-0
E
14'-0"7'-0"
LIBRARY
DINING
ROOM
KITCHEN
PHYSICAL
TRAINING
HALL 1
H A
LL
BATHRM
ENTRY
PANTRY
DAY ROOM
MECH
ELEC /
TELECOMM
BATHRM
BDRM 1 BDRM 6
BDRM 2 BDRM 5
STOR
LAUNDRY
TYP
TY
P
'-8
'-1
7' -0
A
8' -5
8'
-5
'-1
3'
-3
5' -8
20 16 B
2' -8
K
8'-6"
BDRM 3 BDRM 4
28'-0"
78'-6"
44'-8"
7'-0"
32'-0"
14'-0" 11'-0" 4'-2" 22" 4'-2" 2'-6"
6'-0" 6'-8"
1 5DS DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS DS
DS
DS
DS
DS
'-1
'-3
'-0
'-0
'-3
'-5
5'
-0
3' -1
0" 9'
-8
9' -7
12'-8"
7'-2" 4'-10" 5'-6"
3 3
4 10
'-0
2'
-0
2' -4
A401
A401
6'-2"
7' -1
0" 8'
-6
8'-5"
J
K
A502
11A A502
11B A502
I
H A
LL
24"
L
L
STOR 1
BATHRM
2'-7 1/2"
I
I
I I
5'-10"
A301
A301
A301
A302
A302
A302
M
M
2"
NN
NN
NN
A101
FLOOR PLAN
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
OJ
EC
T
PA
TH
A
REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V3
C :\U se rs
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PLAN
NORTH
SCALE: 3/16" = 1-0"
FLOOR PLAN
1. ROOF, TYP, SEE SHEET A131
2. BEAM, TYP, SEE STRUCTURAL SHEETS
3. FLATWORK, SEE GENERAL NOTE #4, TYP
4. INSTALL 1 LB SOUND SAFE ACOUSTICAL BARRIER
OVER STUDS ON INTERIOR SIDES OF BEDROOM
WALLS AND HALL3 WALLS BOTH SIDES.
5. DOWNSPOUTS ARE 6" FROM CORNERS, U.O.N., TYP
6. DISHWASHER
7. DOUBLE SINKS WITH DISPOSAL, SEE #3 / A505
8. RANGE WITH VENT HOOD
9. FREEZER
10. REFRIGERATOR
11. ACCESSIBLE SINK, SEE #2 / A505
12. WATER BOTTLE FILLING STATION
13. CURB, 6" W x 6" H x 10" L, EACH SIDE OF MAIN
ENTRANCE PORCH, SEE DETAIL #4 / A504
14. LOCKER TYP - SEE SHEET A405
15. PLUMBING EQUIPMENT, SEE PLUMBING SHEETS
16. WATER HEATER, SEE SHEET P102
17. FIRE RISER
18. CASED CORNER, SEE 7/A504
19. EMERGENCY KEY BOX, RECESSED 48" AFF; BOD:
KNOXBOX 3200, COLOR AS SELECTED BY
ARCHITECT.
20. NOT USED
21. NOT USED
22. DRYER
23. WASHER
GA FIRE RESISTANCE DESIGN MANUAL, EXPLANATORY NOTE #22
WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE RESISTANCE RATED WALL OR PARTITION SYSTEM, WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE ADDED TO ONE OR BOTH SIDES. SUCH PANELS SHALL BE PERMITTED TO BE APPLIED EITHER AS A BASE LAYER DIRECTLY TO THE FRAMING (UNDER THE GYPSUM BOARD), AS A FACE LAYER (OVER THE FACE LAYER OF GYPSUM BOARD), OR BETWEEN LAYERS OF GYPSUM BOARD IN MULTI-LAYER SYSTEMS. WHEN SUCH PANELS ARE APPLIED UNDER THE GYPSUM BOARD OR BETWEEN LAYERS OF GYPSUM BOARD THE LENGTH OF THE FASTENERS SPECIFIED FOR THE ATTACHMENT OF THE GYPSUM BOARD APPLIED OVER THE WOOD STRUCTURAL PANELS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE WOOD STRUCTURAL PANELS. FASTENER SPACING FOR THE GYPSUM BOARD AND THE NUMBER OF
LAYERS OF GYPSUM BOARD SHALL BE AS SPECIFIED IN THE SYSTEM DESCRIPTION.
S C A L E :
NOT TO SCALE1 HOUR FIRE RATED ASSEMBLY
SHEET KEYNOTES
1. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF OPENING TYP. (U.O.N.)
2. DIMENSIONS INDICATED AS "MIN. CLEAR" ARE TO FACE OF FINISH.
3. DIMENSION FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALL SHALL BE 4" FROM F.O.S., TYP. (U.O.N.)
4. ALL PORCHES OR STOOPS CONNECT TO WALKWAYS AS SHOWN ON CIVIL SITE PLAN.
5. INSULATION: CEILING SHALL HAVE R-49 THERMAL BATT. VAULTED ROOF ASSEMBLY SHALL HAVE R-37 THERMAL BATT.
INSULATION AT ALL CONDITIONED SPACES. EXTERIOR WALLS SHALL HAVE R-21 BATT INSULATION AND EXTERIOR APPLIED
RIGID INSULATION AT PERIMETER WALLS.
6. WALL FRAMING SHALL INCLUDE BLOCKING AT LOCATIONS TO RECEIVE CABINETRY AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, GRAB BARS, LOCKERS, WALL MOUNTED DOOR STOPS, SHELVING, AND DISPENSERS.
7. SEE ENLARGED PLANS MORE INFORMATION.
8. SEE INTERIOR ELEVATIONS FOR MORE DETAILS.
9. SEE SHEET A111 FOR ACCESSIBILITY CLEARANCE & EXITING PLAN AND ROOM OCCUPANCY INFORMATION.
10. SEE FINISH SCHEDULE FOR INTERIOR FINISHES.
GENERAL SHEET NOTES
LEGEND
RFE FIRE EXTINGUISHER CABINET, SEMI-RECESSED:
COMMERCIAL GRADE 2A:10B:C MINIMUM. COORDINATE FINAL LOCATION WITH INTERIOR ELEVATIONS, SEE 9/A502
DOWNSPOUT
SIGN, SEE SHEET A500 FOR DOOR SIGNAGE TYPES
DOOR TAG, SEE SHEET A601
WINDOW TAG, SEE SHEET A601
DS
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R ED P R O F E S S IO NA L ENG
IN
EER
S T A T E O F C A L IF O R NIA
WALL LEGEND
EXTERIOR WALLS
2x6 WOOD STUDS @16" O.C. WITH R-21 BATT INSULATION. 1 1/2" RIGID INSULATION ON EXTERIOR, SEE
STRUCTURAL FOR SHEAR SHEATHING, INTERIOR 5/8" GYP. BD. (U.O.N.)
2x6 1-HOUR, SHEAR/FIRE WALL, GA FILE NO. WP 3661. SEE 10/A502.
INTERIOR WALLS
2x6 SHEAR WALL/SOUND WALL, WOOD STUDS @ 16" OC, R-21 BATT INSULATION, SHEATHING PER STRUCTURAL, 5/8" GYP. BD. EACH SIDE
2x6 WALL, WOOD STUDS @ 16" OC, (U.O.N.)
2x8 WALL, WOOD STUDS AT 16" OC, 5/8" GYP. BD. EACH SIDE (U.O.N.)
2x4 WALL, WOOD STUDS @16" OC, 5/8" GYPSUM BOARD EACH SIDE (U.O.N.)
2x6
2x6
2x6
2x6
2x6
1 SEPT 2026 ADDENDUM #1
1 1
A
2 3 4
B
D
C
FURNITURE, NIC
60" CLR
60" CLR
60" CLR
12"
24"
30" x 48"
CLR
30" x 48"
CLR
60" x 54"
CLR
MIN
CLR
60" x 60" CLR
MIN
CLR
60" x 60" CLR
24"
MIN
CLR48
" x
8" C
LR
M
IN
CL
R
" x
8"
C
LR
60" x 54"
CLR
24"
MIN
CLR
" x
8"
C
LR
18"
MIN
CLR
60" x 54"
CLR
19"
30" MIN34" WORK
SURFACE
" M
IN
" M
IN
30" x 48"
CLR
30" x 48"
CLR
30" x 48" CLR
12"
" x
8"
C
LR
MIN
CLR
MIN
CLR
60" x 60" CLR
24"
30" x 48"
CLR
MIN
CLR
60" x 58" CLR
22"
12"
" x
8"
C
LR
MIN
CLR
60" x 56"
CLR
12"
MIN
CLR48
" x
8" C
LR
" x
8"
C
LR
" x
8"
CL
R
60" x 54"
CLR
30" x 48" CLR
" x
8"
CL
R
60" x 54"
CLR
30" x 48"
CLR
30" x 48" CLR
30" x 48"
CLR
M
IN
CL
R
M
IN
CL
R
M
IN
CL
R
M
IN
CL
R
" x
8"
CL
R
22"
MIN
CLR
60" CLR
TYP
" x
8"
C
LR
" x
8"
C
LR
" x
8"
C
LR
" x
8"
C
LR
" x
8"
C
LR
" x
8"
CL
R
" x
8"
CL
R
M
IN
CL
R
" x
8"
C
LR
60" x 54"
CLR
M
IN
CL
R
" C
LR
36" CLR
36" CLR
24" CLR
24" CLR
" C
LR
LIBRARY
DINING
ROOM
KITCHEN
PHYSICAL
TRAINING
STOR
HALL 1
H A
LL
BATHRM
ENTRY
PANTRY
DAY ROOM
MECH
ELEC /
TELECOMM
BATHRM
LAUNDRY
BDRM 6BRDM 1
BDRM 2
BDRM 5
BDRM 3
BDRM 4
STOR
BATHRM
TYPICAL FOR ALL DOORS IN HALL 2 & 3
OL:33
OL:1
OL:1
OL
:3
OL
:3
OL
:3
OL:14
OL
:1
OL:36
OL
:5
OL
:5
OL:3OL:3
OL
:1
OL:3OL:3
OL:1
OL
:1
OL:1
OL:1OL:1
OL:1
OL:1
OL
:5
OL
:3
OL:3OL:3
OL:1
OL:1
OL
:1
OL
:6
OL
:1
OL:6
H A
LL
OL:2
ACCESSIBLE WORK
SURFACE AT BDRM 4
ACCESSIBLE LOCKER
AT BDRM 4
A111
ACCESSIBILITY AND EXITING
PLAN
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
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E:
PR
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PA
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REVISIONS
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. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V3
C :\U se rs
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1. CLEAR FLOOR AREA REQUIRED FOR SIGNAGE / ROOM IDENTIFICATION SIGNS ARE
NOT SHOWN FOR CLARITY. PROVIDE CLEAR FLOOR AREA AT ALL SIGNS PER DETAIL
#3 / A500.
2. OBJECTS WITH LEADING EDGE MORE THAN 27 INCHES AND NOT MORE THAN 80
INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES
MAXIMUM HORIZONTALLY INTO THE CIRCULATION SPACE.
3. ALL EXTERIOR EXITING DOORWAYS ARE 36" WIDE. BASED ON THE MEANS OF
EGRESS CAPACITY FACTOR 0F 0.20 INCHES PER OCCUPANT, THEN A 36" WIDE
EGRESS IS SUFFICIENT TO SERVE THE OCCUPANT LOADS PASSING THROUGH
THEM. ALL EXITING DOORWAYS IN THIS PROJECT ARE WELL BEYOND THIS
THRESHOLD.
4. DOORS SERVING 50 OR MORE OCCUPANTS ARE EQUIPPED WITH PANIC HARDWARE.
SEE DOOR SCHEDULE ON A601 FOR EQUIPPED DOORS.
5. A 1-HOUR FIRE PARTITION DIVIDES THE BUILDING'S SLEEPING UNIT (BEDROOMS
1-6) FROM THE BUILDING COMMON SPACE PER CBC 420.2. THIS PARTITION
INCLUDES AN INTERIOR 45-MINUTE RATED DOOR WITH A CLOSER PER CBC TBLE
716.1(2).
6. ON EACH SIDE OF THE DOOR CONNECTING THE SLEEPING UNIT TO THE COMMON
AREA, PANEL SIGNAGE SHALL BE POSTED WITH RAISED LETTERS AND BRAILLE
STATING "KEEP DOOR CLOSED". SEE SHEET A500.
7. AREAS OUTSIDE OF THE SLEEPING UNIT MAY NOT EGRESS THROUGH THE SLEEPING
UNIT. ILLUMINATED EXIT SIGNAGE IN THE COMMON AREA CORRIDOR CONNECTING
TO THE SLEEPING UNITS SHALL DIRECT EXITING TOWARDS COMMON ARE EXITS.
8. PER CBC TABLE 1006.2.1, AS A R-2 OCCUPANCY WITH NO MORE THAN 20
OCCUPANTS, THE SLEEPING UNIT IS SERVED BY A SINGLE EXIT.
9. EXIT SIGNAGE SHALL BE VISIBLE AT EXIT DOORS, INCLUDE ILLUMINATED EXIT
SIGNAGE AND PANEL SIGNAGE WITH RAISED LETTERS AND BRAILLE. SEE
ELECTRICAL FOR ILLUMINATE EXIT SIGNAGE AND A500 FOR PANEL SIGNAGE TYPES.
10. CORRIDORS WITHIN A SLEEPING UNIT ARE EXEMPT FROM FIRE-RESISTIVE RATINGS
PER CBC 1020.2, EXCEPTION 2.
PLAN
NORTH
SCALE: 3/16" = 1-0"
ACCESSIBILITY & EXITING PLAN
PLAN
NORTH
GENERAL NOTES
A . E
. E C C L E S T ON
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S T A T E O F C A L IF O R NIA
ROOM OCCUPANCY INFORMATION
ROOM NAME OCC. CLASS SQ. FT. O.L. FACTOR O.L.
DAY ROOM A-3 534.58 1/15 36
DINING ROOM A-3 488.43 1/15 33
KITCHEN & PANTRY B 349.87 1/200 2
STORAGE 1 B 65.64 1/300 1
BATHROOM 3 B 98.77 1/200 1
LAUNDRY B 101.29 1/200 1
BATHROOM 2 B 97.85 1/200 1
BATHROOM 1 B 98.77 1/200 1
PHYSICAL TRAINING B 289.67 1/50 6
STORAGE 2 B 58.22 1/300 1
MECHANICAL B 126.61 1/300 1
ELEC / TELECOMM B 70.49 1/300 1
BEDROOM 6 R2 124.44 1/50 3
BEDROOM 5 R2 124.44 1/50 3
BEDROOM 4 R2 124.00 1/50 3
BEDROOM 3 R2 124.00 1/50 3
BEDROOM 2 R2 124.44 1/50 3
BEDROOM 1 R2 124.44 1/50 3
LIBRARY A-3 174.77 1/15 12
A-3 / B / R-2 WITH SPRINKLER BLDG IS ALLOWED 250 FEET
FOR EXIT ACCESS TRAVEL DISTANCE. THIS BUILDING
MEETS THESE REQUIREMENTS.
TOTAL O.L. 115
1 SEPT 2026 ADDENDUM #1
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
J C
S
C
S
S
S
S
S S
SS
S
C
S
C
S
S S
S S
S S
S
LIBRARY
DINING
ROOM
KITCHEN PHYSICAL
TRAINING
STOR 1
HALL 1
H A
LL
BATHRM
ENTRY
PANTRY
DAY
ROOM MECH
ELEC / TELECOMM
BATHRM
LAUNDRY
BDRM 6BDRM 1
BDRM 2
BDRM 5
BDRM 3 BDRM 4
STOR 2
BATHRM
UPPER CABINETS, TYP
FOR ANCHORING SEE
DETAIL #6 / A504
GYPSUM CEILING
BOARD, TYP
RANGE HOOD
EXHAUST FLUE
A
TT
IC
W
A
LK
W A
Y
UPPER CABINETS,
TYP
RIDGE LINE OF
VAULTED CEILING
VAULTED CEILING
STOPS ALONG
THIS LINE
A
TT
IC
W
A
LK
W A
Y
ATTIC WALKWAY
TYP1
A501
EAVE
TYP
A501
RAKE
TYP
A501
ATTIC WALKWAY FRAMING
DETAIL SEE DETAIL #1
LOCATION OF CEILING
MOUNTED ELEMENTS TYPICAL
IN ALL BATHROOMS
CEILING MOUNTED ELEMENTS,
TYPICAL IN ALL BEDROOMS
ATTIC ACCESS, SEE DETAIL
#2 /A502, TYP
GALVANIZED SHEET METAL
GUTTER & DOWNSPOUT, TYP,
SEE DETAILS #6 & #7 / A502
2x FASCIA BOARD, TYP
FLAT PANEL FIBER CEMENT SOFFIT,
TYP
POST & BEAM, EXPOSED AREAS
TO BE PAINTED, TYP
SEE STRUCTURAL FOR SIZES
AND LOCATIONS
CONTINUOUS PREFINISHED
METAL SOFFIT VENT, TYP
2x EAVE FASCIA, TYP
ATTIC ACCESS, SEE GENERAL
NOTE #3 & #4, TYP FOR TWO
PORCH ATTIC ACCESS LOCATIONS
2:
V
AU
LT
ED
CE
IL
IN
G
SL
OP
E
DO
W N
2:
V
AU
LT
ED
CE
IL
IN
G
SL
OP
E
DO
W N
FLAT CEILING IN THIS AREA
FLAT CEILING IN THIS AREA
A301
A301
A301
A302
A302
A302
FL
AT
C
EI
LI
NG
IN
T
HI
S
AR
EA
V-GROOVE CEMENT BOARD AT
PORCHES AND SOFFITS, TYP
FLAT CEILING IN THIS AREA
FLAT CEILING IN THIS AREA
18x18 SELF-CLOSING
ACCESS HATCH IN ATTIC
SPACE
WALL LOUVER,
SEE MECH
PORCH
RAKE
TYP
A501
1"
1/ 2"
1' -0
PARALLEL TO TRUSS
PERPENDICULAR TO TRUSS
ROOF TRUSS
3/4" PLYWOOD W/ 8d @ 12" OC TO EA 2x12 & (3) 8d TO EA BLKG
2 x 12 BLKG @ 48" OC AT TRUSS
2 x 12 TO TRUSS BOTTOM CHORD W/ (2) 16d EACH SIDE @ 16" OC
STAGGERED TOP & BOTTOM
2 x 10 W/ H1 @ EACH CHORD
ROOF TRUSS BOTTOM CHORD
3/4" PLYWOOD W/ 8d @ 12" OC TO EA 2x12 & (3) 8d TO EA BLKG
2 x 12 BLKG @ 48" OC AT TRUSS &
LTP4 TO TRUSS BOTTOM CHORD
LTP4
(2) 16d @ 2 x 12 TO BLKG EA SIDE
(2) 16d @ 2 x 12 TO BLKG EA SIDE
A121
REFLECTED CEILING PLAN
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
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PA
TH
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REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V2
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GENERAL NOTES
1. NOT USED.
2. SEE ELECTRICAL FOR SERVICE LIGHT AND OUTLET IN ATTIC SPACE / BY PULL DOWN ATTIC ACCESS LADDER.
3. NOT USED
4. ATTIC ACCESS IN PORCHES SHALL BE ONE HOUR FIRE RATED AND HAVE LOCKABLE LATCH. PAINT TO MATCH
ADJACENT FINISHES.
5. COORDINATE ALL CEILING & SOFFIT PENETRATION LOCATIONS WITH CEILING JOIST LAYOUT.
6. CEILING HEIGHT IS 9'-0", EXCEPT AT DAY AND DINING ROOMS, SEE ROOM FINISH SCHEDULE FOR FINISHES.
7. NOT USED
8. NOT USED
PLAN
NORTH
SCALE: 3/16" = 1-0"
REFLECTED CEILING PLAN
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SYMBOL LEGEND
FOR ALL LIGHT FIXTURES, REFER TO ELECTRICAL LIGHT FIXTURE MOUNTING REQUIREMENTS. SEE ELECTRICAL
AND MECHANICAL SHEETS FOR ADDITIONAL INFORMATION.
SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO
ALTERNATE POWER SOURCE (EMERGENCY, UPS, STANDBY, ETC.)
RECESSED CEILING LIGHT FIXTURE
SURFACE MOUNTED CEILING LIGHT FIXTURE
SURFACE MOUNTED CEILING LIGHT FIXTURE
RECESSED DOWNLIGHT LIGHT FIXTURE FOR WET LOCATIONS
RECESSED DOWNLIGHT LIGHT FIXTURE
SPEAKER/ENCLOSURE
SMOKE DETECTOR
GYPSUM BOARD, SEE ROOM FINISH SCHEDULE
1-HOUR RATED WALL ASSEMBLY, SEE DETAIL #10 / A502
CEILING FAN
CEILING DIFFUSER, SEE MECHANICAL SHEETS
RETURN GRILLE, SEE MECHANICAL SHEETS
ATTIC WALKWAY, SEE DETAIL 1 / - FOR CONSTRUCTION DETAIL
22" x 36" ATTIC ACCESS, SEE DETAIL #2 / A502
PROVIDE 1-HOUR F & T RATED HATCHES IN RATED CEILING ASSEMBLIES
CO CO
MULTI-CRITERIA DETECTOR
S C A L E : 11" = 1'-0"ATTIC WALKWAY
RECESSED LED EDGE-LIT EXIT SIGN
C
COMMS J-BOX
COAXIAL OUTLET
VOICE/DATA OUTLET
A
2 3 4
B
D
C
1 1 SEPT 2026 ADDENDUM #1
20"X30" 1-HOUR RATED SELF-CLOSING ACCESS HATCH 1
EXHAUST FAN, SEE MECHANICAL SHEETS
EQ
2' -0
TY
P
2'-0"
TYP
FO
F
AS
CI
A
FO
S
FO RAKE
FOS
RI
DG
E
VA
LL
EY
VALLEY
RI
DG
E
VALLEY VA
LL
EY
RI
DG
E
VALLEYVA
LL
EY
RI
DG
E
RIDGE
RI
DG
E
RIDGE
A501
VALLEY
TYP
EXHAUST FLUE,
SEE
MECHANICAL
SHEETS, TYP
A501
RAKE
TYP
A501
EAVE
TYP
ROOF OVERHANG
ROOF SLOPE 5:12
TYPICAL FOR ALL ROOFS.
ARROWS DENOTE
DIRECTION OF ROOF
SLOPE
WINDOW OR DOOR
HEADER, SEE STRUCTURAL
ROOF FRAMING PLAN, TYP
RIDGE CAP BY ROOFING
MANUFACTURER, TYP
WALLS SHOWN HALF
TONE, TYP
INTEGRAL COLOR
COATED PRE-FINISHED
SHEET METAL GUTTERS
AND DOWNSPOUTS, TYP
SEE DETAILS #6 & #7 /
A502
PLUMBING VENT STACK,
TYP, SEE PLUMBING PLAN
FOR ADDITIONAL
INFORMATION, SEE ROOF
PENETRATION DETAIL
#6 / A501
END ROOF PANEL TO BE
EQUAL AT ALL ROOFS, TYP
ROOF SLOPE 5:12
TYPICAL FOR ALL
ROOFS. ARROWS
DENOTE DIRECTION
OF ROOF SLOPE
METAL ROOF SYSTEM, TYP
SEE GENERAL NOTE #3
FULL SELF-ADHERED
UNDERLAYMENT, TYP
PLYWOOD SHEATHING
WITH RADIANT BARRIER,
SEE STRUCTURAL ROOF
FRAMING PLAN, TYP
A501
EAVE
TYP
A501
RAKE
TYP
A501
RIDGE
TYP
A501
RI
DG
E
A301
A301
A301
A302
A302
A302
(2) 8" SQUARE
VENTILATION
OPENINGS THROUGH
ROOF SHTG.
(2) 8" SQUARE
VENTILATION
OPENINGS
THROUGH SHTG.
(2) 8" SQUARE
VENTILATION
OPENINGS THROUGH
ROOF SHTG.
A131
ROOF PLAN
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
OJ
EC
T
PA
TH
A
REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V2
C :\U se rs
\D co ro na
\A pp
D at a\ Lo ca l\T em p\
A cP ub lis h_
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A
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PLAN
NORTH
SCALE: 3/16" = 1-0"
REFLECTED ROOF PLAN
GENERAL SHEET NOTES
ROOFING PRODUCT
PRESCRIPTIVE REQUIREMENTS FOR ROOFING PRODUCTS
ROOF PANELS SHALL MEET ONE OF THE FOLLOWING METRICS WHEN
TESTED ACCORDING TO CRRC-1:
1. THREE-YEAR AGED SOLAR REFLECTANCE OF NOT LESS THAN 0.20
AND EMISSIVITY OF NOT LESS THAN 0.75.
OR
2. THREE-YEAR AGED SOLAR REFLECTANCE INDEX OF NOT LESS THAN
16 WHEN CALCULATED ACCORDING TO ASTM E1980.
ROOF PANEL ENERGY PERFORMANCE PER CRRC-1
1. METAL ROOFING: HIGH RIBBED CLASS "A" STANDING SEAM METAL
ROOFING, DESIGN BASED ON AEP SPAN "DESIGN SPAN hp". INSTALL
PER MANUFACTURER'S SPECIFICATIONS.
2. SEE STRUCTURAL ROOF FRAMING SHEET.
3. CENTER ROOF PENETRATIONS BETWEEN SEAMS & INSTALL AT 4'-0"
MAX. FROM ALL RIDGES OR VALLEYS.
4. NOT ALL ROOF PENETRATIONS ARE SHOWN, SEE ELECTRICAL,
MECHANICAL AND PLUMBING SHEETS.
5. FLASH AND WATERPROOF ALL REQUIRED ROOF PENETRATIONS
INCLUDING, BUT NOT LIMITED TO PLUMBING VENT, WATER HEATER
VENT, FURNACE VENT, KITCHEN EXHAUST VENT. REWORK
CONFIGURATION AS REQUIRED TO SUIT PROJECTION AND SNOW
LEVELS.
6. INSTALL RIB STIFFENERS AT ALL VALLEYS AND EAVES.
7. ALL RIBS/BATTENS SHALL RECEIVE SEALANT TAPE ALONG ENTIRE
LENGTH.
8. APPLY EXTRA LAYER OF MODIFIED BITUMEN UNDERLAYMENT IN
VALLEYS EXTENDING 24" FROM CENTER LINE.
9. PROVIDE OPENINGS IN SHEATHING BETWEEN ROOF ZONES TO
ALLOW UNOBSTRUCTED AIRFLOW. SEE STRUCTURAL FOR
MAXIMUM OPENING SIZES ALLOWED.
10. AT CALIFORNIA FRAMING, PROVIDE OPENINGS IN SHEATHING
BETWEEN ATTIC AREAS FOR AIRFLOW.
ROOF COVERING:
WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF
COVERING AND ROOF DECKING,
THE SPACE SHALL BE CONSTRUCTED TO RESIST THE INTRUSION OF
FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED
MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND
MINERAL-SURFACED
NON-PERFORATED CAP SHEET COMPLYING WITH ASTM D3909
INSTALLED OVER THE COMBUSTIBLE DECKING.
ROOF VALLEYS:
WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING SHALL NOT
BE LESS THAN NUMBER 26 GAGE GALVANIZED SHEET
CORROSION-RESISTANT METAL INSTALLED OVER NOT LESS THAN
ONE LAYER OF MINIMUM 72 POUND MINERAL-SURFACE
NON-PERFORATED CAP SHEET COMPLYING WITH ASTM D3909, AT
LEAST 36 INCH WIDE RUNNING THE FULL LENGTH OF THE VALLEY.
ROOF GUTTERS:
ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT
THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.
ATTIC VENTILATION:
ROOF ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND
EMBERS INTO THE ATTIC AREA OF
THE STRUCTURE OR SHALL BE PROTECTED BY
CORROSION-RESISTANT, NON-COMBUSTIBLE WIRE
MESH WITH OPENINGS A MINIMUM OF 1/16" AND SHALL NOT
EXCEED 1/8".
WUI REQUIREMENTS
ROOF PANEL NOTES
1. ROOF PANELS ARE 18" WIDE AND SNAP-LOCK INTO CLIPS THAT
CONNECT PANELS TOGETHER ALONG OVERLAPPING PANEL EDGE
SEAMS.
2. FIRST CLIP IS 8" MAX FROM FACE OF FASCIA.
3. CLIPS ARE THEN SPACED 24" MAX OC UP TO THE RIDGE.
4. CLIP FASTENERS: QTY 2 PER CLIP, #12, HWH, 5/16" HEX, 1"
LENGTH, GIMLET POINT.
5. FIX PANELS AT RIDGE WITH 3 #12 x 1" SCREWS PER PANEL WITH 1"
MIN EDGE DISTANCE.
6. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
ROOF VENTING CALCS
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ROOF VENTING TO ACHIEVE 1/300 WITH 50% HIGH AND 50% LOW VENTING
AREA 1A: 2,580 SF / 300 = 8.6 SQ. FT. = 1238.4 SQ. IN. TOTAL AREA REQUIRED
1238.4/ 2 = 619.2 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 619.2 SQ. IN. REQUIRED AT RIDGE VENT
115 L.F. x 12 = 1380 SQ. IN.
x 0.62 OPEN FREE AREA = 855.6 SQ. IN. AT RIDGE VENT
LOW VENTING AREA MINIMUM 619.2 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
855.6 SQ. IN. / 12.6 SQ. IN. = 68 BLOCKS EVENLY DISTRIBUTED
SOFFIT VENTS: 60 L.F. x 12 = 720 x 2" WIDE VENT = 1440 SQ. IN.
x 0.62 FREE AREA = 892.8 SQ. IN.
AREA 1B: 444 SF / 300 = 1.48 SQ. FT. = 213.12 SQ. IN. TOTAL AREA REQUIRED
213.12 / 2 = 106.6 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 106.6 SQ. IN. REQUIRED AT RIDGE VENT
24 L.F. x 12 = 288 SQ. IN.
x 0.62 OPEN FREE AREA = 179 SQ. IN.
LOW VENTING AREA MINIMUM 106.6 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
179 SQ. IN. / 12.6 SQ. IN. = 15 BLOCKS EVENLY DISTRIBUTED
SOFFIT VENTS: 29 L.F. x 12 = 348 x 2" WIDE VENT = 696 SQ. IN.
x 0.62 FREE AREA = 431.5 SQ. IN.
AREA 1C:149 SF / 300 = 0.50 SQ. FT. = 72 SQ. IN. TOTAL AREA REQUIRED
72 / 2 = 36 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 36 SQ. IN. REQUIRED AT RIDGE VENT
6.3 L.F. x 12 = 75.6 SQ. IN.
x 0.62 OPEN FREE AREA = 47 SQ. IN.
LOW VENTING AREA MINIMUM 36 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
47 SQ. IN. / 12.6 SQ. IN. = 4 BLOCKS TOTAL (2 EA SIDE)
SOFFIT VENTS: 20.4 L.F. x 12 = 244.8 x 2" WIDE VENT = 489.6 SQ. IN.
x 0.62 FREE AREA = 304 SQ. IN.
AREA 2: 539 SF / 300 = 1.80 SQ. FT. = 258.72 SQ. IN. TOTAL AREA REQUIRED
258.72 / 2 = 129.36 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 129.36 SQ. IN. REQUIRED AT RIDGE VENT
19.4 L.F. x 12 = 232.8 SQ. IN.
x 0.62 OPEN FREE AREA = 144.34 SQ. IN.
LOW VENTING AREA MINIMUM 129.36 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
144.34 SQ. IN. / 12.6 SQ. IN. = 12 BLOCKS TOTAL (6 EA SIDE)
SOFFIT VENTS: 34 L.F. x 12 = 408 x 2" WIDE VENT = 816 SQ. IN.
x 0.62 FREE AREA = 505 SQ. IN.
AREA 3: 1010 SF / 300 = 3.37 SQ. FT. = 484.8 SQ. IN. TOTAL AREA REQUIRED
485 / 2 = 242.5 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 242.5 SQ. IN. REQUIRED AT RIDGE VENT
36 L.F. x 12 = 432 SQ. IN.
x 0.62 OPEN FREE AREA = 267.8 SQ. IN.
LOW VENTING AREA MINIMUM 242.5 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
268 SQ. IN. / 12.6 SQ. IN. = 22 BLOCKS TOTAL (11 EA SIDE)
SOFFIT VENTS: 72 L.F. x 12 = 864 x 2" WIDE VENT = 1728 SQ. IN.
x 0.62 FREE AREA = 1071 SQ. IN.
AREAS 4 & 5: 46 SF / 300 = 0.15 SQ. FT. = 22 SQ. IN. TOTAL AREA REQUIRED
22 / 2 = 11 SQ. IN. REQUIRED FOR HIGH & LOW VENTING
HIGH VENTING AREA MINIMUM 11 SQ. IN. REQUIRED AT RIDGE VENT
5.5 L.F. x 12 = 66 SQ. IN.
x 0.62 OPEN FREE AREA = 41 SQ. IN.
LOW VENTING AREA MINIMUM 11 SQ. IN. REQUIRED:
VENT BLOCKING - 4 HOLES @ 2" DIA. = 12.6 SQ. IN.
41 SQ. IN. / 12.6 SQ. IN. = 4 BLOCKS TOTAL (2 EA SIDE)
SOFFIT VENTS: 15 L.F. x 12 = 180 x 2" WIDE VENT = 360 SQ. IN.
x 0.62 FREE AREA = 223 SQ. IN.
ROOF VENTING REQUIREMENTS
MINIMUM ROOF VENTING FOR EACH BUILDING ROOF AREA:
AREA 1A: CONTINUOUS HIGH VENTING AT RIDGE VENT (DETAIL 3 / A501 TYP)
VENTED EAVE BLOCKING: 68 BLOCKS EVENLY DISTRIBUTED
CONTINUOUS SOFFIT VENTS (DETAIL 1 / A501 TYP)
AREA 1B: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 15 BLOCKS EVENLY DISTRIBUTED
CONTINUOUS EAVE SOFFIT VENTS
AREA 1C: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 4 BLOCKS (2 BLOCKS EA SIDE) EVENLY SPACED
CONTINUOUS EAVE SOFFIT VENTS
AREA 2: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 12 BLOCKS (6 BLOCKS EA SIDE) EVENLY SPACED
CONTINUOUS EAVE SOFFIT VENTS
AREA 3: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 22 BLOCKS (11 BLOCKS EA SIDE) EVENLY SPACED
CONTINUOUS EAVE SOFFIT VENTS
AREA 4: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 4 BLOCKS (2 BLOCKS EA SIDE) EVENLY SPACED
CONTINUOUS EAVE SOFFIT VENTS
AREA 5: CONTINUOUS HIGH VENTING AT RIDGE VENT
VENTED EAVE BLOCKING: 4 BLOCKS (2 BLOCKS EA SIDE) EVENLY SPACED
CONTINUOUS EAVE SOFFIT VENTS
A
2 3 4
B
D
C
1 SEPT 2026 ADDENDUM #1
SCALE: N.T.S.
ROOF VENTING KEYPLAN
ROOF VENTING AREA #4
ROOF VENTING AREA #1C
ROOF VENTING AREA #1A
ROOF VENTING AREA #2
ROOF VENTING AREA #3
ROOF VENTING AREA #5
ROOF VENTING AREA #1B
FINISH GRADE AND ACCESSIBLE PATH OF TRAVEL (SEE GENERAL NOTES THIS SHEET AND SITE PLAN FOR CONTINUATION), TYP
SMOKING IS PROHIBITED
WITHIN 20 FEET OF MAIN
ENTRANCES, EXITS AND
OPERABLE WINDOWS
BARRACKS
SMOKING IS PROHIBITED
WITHIN 20 FEET OF MAIN
ENTRANCES, EXITS AND
OPERABLE WINDOWS
A501
+0'-0" FINISHED FLOOR
+15'-7" TOP OF RIDGE
+13'-6" TOP OF RIDGE
RESTRICTED AREA
CAL FIRE PERSONNEL ONLY
RESTRICTED AREA
CAL FIRE PERSONNEL ONLY
+16'-10" TOP OF RIDGE
+11'-6" TOP OF RIDGE
MAIN ENTRANCE WITH SIGNS
6" HIGH RAISED STAINLESS
STEEL LETTERS, TYP
+9'-0" TOP PLATE
TYPICAL OF ALL
ROOF PLANES
SCALE: 3/16" = 1'-0"A FRONT SIDE ELEVATION
RIDGE
TYP
SEE OTHER ELEVATIONS FOR TYPICAL NOTES AND DIMENSIONS
CONTROL JOINT, TYP.
SEE DETALS #10 & #14/ A501
HORIZONTAL REVEAL - CHANNEL
SCREED: FRY REGLET #PCS-75-200,
CENTERED AT 3'-6" AFF, TYP
SEE DETAIL #11 / A501
A503
A501
1'-3"
10'-0" 6'-0" 6'-0"EQEQ
3' -3
4'-0"10'-0" 4'-10"
1'-3"
2' -6
TY
P
PREFINISHED STANDING SEAM METAL ROOF, TYP
CONCRETE SLAB SLOPED AWAY FROM BLDG, TYP OF ALL
FLATWORK AND PAVING AROUND BUILDING
SMOKING IS PROHIBITED
WITHIN 20 FEET OF MAIN
ENTRANCES, EXITS AND
OPERABLE WINDOWS
RESTRICTED AREA
CAL FIRE PERSONNEL ONLY
SCALE: 3/16" = 1'-0"B LEFT SIDE ELEVATION
A503
HEAD
TYP
A503
JAMB
SIM
THRESHOLD
TYP
A503
THRU ROOF PLUMBING VENT, TYP - SEE MECHANICAL AND 9/A501
INTEGRAL COLOR COATED PREFINISHED METAL GUTTER, TYP
INTEGRAL COLOR COATED PREFINISHED GALVANIZED SHEET METAL
DOWNSPOUT TO CONNECT TO PIPE AND DAYLIGHT AT FACE OF
CURB OR PAVEMENT, SEE CIVIL PLAN FOR TERMINATION
CONFIGURATION, TYP SEE GENERAL SHEET NOTES
SEE OTHER ELEVATIONS FOR TYPICAL NOTES AND DIMENSIONS
3" REFLECTIVE TEXT IN CAL FIRE RED STATING "FIRE RISER INSIDE"
CENTERED ON DOOR
11'-0" 11'-10" 11'-9" 3'-0" 6'-0" 12'-0" +/-3'-0" 10'-0"
4'-0" 2'-0" 4'-0"2'-0"
4' -6
6" TYP
1' -2
SMOKING IS PROHIBITED
WITHIN 20 FEET OF MAIN
ENTRANCES, EXITS AND
OPERABLE WINDOWS
SMOKING IS PROHIBITED
WITHIN 20 FEET OF MAIN
ENTRANCES, EXITS AND
OPERABLE WINDOWS
RESTRICTED AREA
CAL FIRE PERSONNEL ONLY
SCALE: 3/16" = 1'-0"C REAR SIDE ELEVATION
+0'-0" FINISHED FLOOR
+14'-2" TOP OF RIDGE
+16'-10" TOP OF RIDGE
+9'-0" TOP PLATEHEAD
TYP
SILL
TYP
JAMB
TYP
SEE OTHER ELEVATIONS FOR TYPICAL NOTES AND DIMENSIONS
6x6 POST, SEE STRUCTURAL
SHEETS, TYP
6" x 6" GALVANIZED METAL DRYER VENT EXHAUST WALL CAP DISCHARGE, SEE MECHANICAL 8 A503
A503
A501
A501
A503
6'-0" 6'-0"EQEQ 14'-4 1/2" 18'-0"
1' -9
"3' -3
LIGHT FIXTURE, TYP
SEE ELECTRICAL PLANS
FASCIA, TYP
SCALE: 3/16" = 1'-0"D RIGHT SIDE ELEVATION SEE OTHER ELEVATIONS FOR TYPICAL NOTES AND DIMENSIONS
6" CURBED FOOTING AT WALLS, TYP
SEE STRUCTURAL
+0'-0" FINISHED FLOOR
+9'-0" TOP PLATE
+11'-4" TOP OF RIDGE
2'-0"
OVERHANG,
TYP
+12'-6" TOP OF RIDGE
A501
A501
RAKE
TYP
EAVE
TYP
6" H x 6" W x 10" L CURB - PROTECTIVE BARRIER FOR
KICKER, AT EACH SIDE OF ENTRY PORCH, SEE 4/A504.
KICKER ANCHORED INTO
EXTENDED TRIM, SEE STRUC
EXTENDED TRIM, SEE 5/A503
10'-3 1/2" 8'-11 1/2" 10'-0" 12'-0" 10'-0" EQEQ
8' -6
4'
-6
2'-0"
TYP
2'-0"
TYP
11'-10" 11'-0"11'-9"
A201
EXTERIOR ELEVATIONS
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
OJ
EC
T
PA
TH
A
REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V2
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GENERAL SHEET NOTES
1. EXTERIOR SIDING SHALL BE CEMENT PLASTER SYSTEM.
2. FASCIA SHALL BE 2" x 8" REDWOOD, PAINTED TO MATCH COLOR OF FASCIA ON ADJACENT EXISTING BUILDING.
SEE STRUCTURAL SHEETS.
3. CONTROL JOINTS ARE DIMENSIONED FROM ADJACENT JOINT OR EDGE OF WALL. EACH INTERIOR WALL CORNER
SHALL HAVE A CONTROL JOINT, SEE 10/A503.
4. TRIM SHALL BE FIBER CEMENT BY JAMES HARDIE (RUSTIC GRAIN) 5/4 x 3.5" PAINTED TO MATCH COLOR OF
SOFFIT ON ADJACENT EXISTING BUILDING. EXTEND ALL TRIM TO CONCEAL SUB FRAMING.
5. ALL BEAMS SHALL EXTEND 3" BEYOND FACE OF POST. BEAMS AND POSTS SHALL BE PAINTED TO MATCH TRIM.
COVER BEAM ENDS WITH 5" GALVANIZED FLASHING BEAM CAPS, PAINTED TO MATCH BEAM.
6. ALL EXPOSED METAL FLASHING TO BE PRIMED AND PAINTED TO MATCH THE OBJECT BEHIND IT.
7. WALL PENETRATIONS LARGER THAN 1/2" TO BE FILLED WITH EXPANDING FOAM INSULATION AND COVERED WITH
ESCUTCHEON PLATE.
8. PENETRATIONS 1/2" AND SMALLER TO BE FILLED WITH EXPANDING FOAM INSULATION AND FINISHED WITH
BACKER ROD AND SEALANT.
9. APPLY LIQUID APPLIED WATER/AIR BARRIER TO THE STRUCTURAL SHEATHING.
10. STANDING SEAM METAL ROOFING SHALL BE OF COOL ROOF TO MATCH COLOR OF ROOF ON ADJACENT EXISTING
BUILDING.
11. GUTTERS SHALL BE GALVANIZED SHEET METAL SPACED 25'-0" MAX, SEE DETAILS #6 & #7 / A502. GUTTERS
SHALL BE PAINTED TO MATCH COLOR OF GUTTERS ON ADJACENT EXISTING BUILDING.
12. TERMINATE DOWNSPOUTS ONTO SPLASH BLOCKS, TYP.
13. LOUVERED ATTIC VENT(S) EITHER ONE OR TWO AS SHOWN SHALL BE 14" X 18", SEE LOUVER SCHEDULE TAG L1.
SEE DETAILS #15A & #15B / A503
14. 6" HIGH LETTERING FOR "BARRACKS" SIGNS SHALL BE OF FONT TYPE ARIAL-BOLD WITH A WIDTH FACTOR OF 1.00.
15. ABOVE DOORWAYS, PROVIDE PLASTER CEMENT COATED 1"x 3" STUCCO FOAM SHAPE AS VISUAL TRIM. EXTEND 6"
BEYOND FRAMED OPENING, TYP.
16. NOT USED.
17. NOT USED.
18. COORDINATE ALL PLUMBING ROOF PENETRATION WITH MECHANICAL SHEETS, INSTALL WATERPROOF FLASHING
AS REQUIRED.
19. NOT USED.
20. OUTDOOR MECHANICAL UNITS AND OTHER BUILDING SYSTEMS NOT SHOWN IN THESE ELEVATION VIEWS.
A . E
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IN
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S T A T E O F C A L IF O R NIA
1 SEPT 2026 ADDENDUM #1
FE
R
30" x 48" CLR 30" x 48" CLR
" x
8"
C
LR
" x
8"
C
LR
" x
8"
C
LR
" x
8"
CL
R
" C
LR
36" CLR
36" CLR
24" CLR
24" CLR
" C
LR
KITCHEN
STOR
PANTRY
A
F
A402
BD
A402
E
C
A402
ONLY COUNTERTOP
FIELD JOINT ACCEPTED
A
D
C
B
A403
REFRIGERATOR FREEZERREFRIGERATOR
5'-3" CLR
4' -2
" C
LR
6' -1
1"
1' -6
" T
YP
1' -0
BDRM 5
A
B
C
D
A401
SHELF, DRAWER, CUBBY UNIT IN
ACCESSIBLE ROOM SHALL BE
MOUNTED TO BE REMOVABLE
60" CLR
WASHER
DRYER
" x
8"
C
LR
60" x 54" CLR
30" x 48" CLR 30" x 48"
CLR
30" x 48" CLR
30" x 48" CLR
LAUN
A
D
C
B
A403
C DA
" M
IN
C
LR
" M
AX
20" MIN NET
CLEAR OPNG
WIDTH
" M
IN
N
ET
CL
EA
R
OP
NG
HE
IG
HT
WALL MOUNTED TASK LAMP,
SEE ELEC SHEETS.
CENTER OVER EXTENDED JAMB TRIM
10" DEEP WALL MOUNTED
SHELF W/ DRAWERS & CUBBY,
SEE DETAIL #8 / A502
ELECTRICAL AND TELCO OUTLETS,
SEE ELEC SHEETS, TYP
SEE ROOM FINISH SCHEDULE,
TYP
5 SQ. FT. MIN NET CLEAR OPENING,
SEE WINDOW SCHEDULE FOR
FURTHER INFORMATION
B
9 1/4"
TYP
LOCKER, SEE SHEET A405, TYP
BATHRM
A504
A502
EF
A404
C
B
A
D
A404
48" MIN CLR
" M
IN
C
LR
MIN CLR
FOF
2 - 2x4 W/ 1/2" GAP WALL
5' -7
/2
BE
TW
EE
N
ST
UD
S)
3' -6
TY
P)
18"
DEPRESSED SLAB IN
SHOWER AREA, TYP.
SEE STRUC AND 5/A502
A504
60" CLR
30" x 48" CLR
30" x 48" CLR
60" x 54" CLR 60" x 56" CLR
5'-4 1/2" (BETWEEN STUDS)
5'-0" MIN CLEAR FOF
GRAB BAR, SEE DETAIL
#9 / A504
1.9% MIN SLOPE
2% MAX SLOPE TOWARDS
LINEAR DRAIN, TYP
FOLDING SEAT, SEE
DETAIL #1 / A504
(3 0"
M
IN
F
OF
" M
IN
" M
AX
A401
ENLARGED FLOOR PLANS
AND INTERIOR ELEVATIONS
M. HEINTZ
M. HEINTZ
A. ECCLESTON
1"
SHEET NUMBER
SHEET TITLE:
JOB NUMBER:
FILE DATE:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
FRESNO
AIR ATTACK BASE
C130 BARRACKS
2311 N CLOVIS AVENUE
FRESNO, CALIFORNIA 93727
FRESNO COUNTY
DATENO. DESCRIPTION
PL
OT
D
AT
E:
PR
OJ
EC
T
PA
TH
A
REVISIONS
VE
R
. 2
BCDEFGHIJKL
ABCDEFGHIJKL
DSA Approval
OSFM Approval
TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs
Va ul t s
1131 S STREET, SACRAMENTO, CA 95811-2460
V3
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\D co ro na
\A pp
D at a\ Lo ca l\T em p\
A cP ub lis h_
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SCALE: 1/2" = 1'-0"1 ENLARGED PLAN
SCALE: 1/2" = 1'-0"4 ENLARGED PLAN
SCALE: 1/2" = 1'-0"2 ENLARGED PLAN
1. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION.
2. COORDINATE WITH ALL POSSIBLE OBSTRUCTIONS
INCLUDING, BUT NOT LIMITED TO LIGHT FIXTURES,
SMOKE DETECTORS, SPEAKERS AND MECHANICAL
REGISTERS/GRILLS..
3. SIGNAGE / ROOM IDENTIFICATION, SEE SHEET A500.
4. DIMENSIONS INDICATED AS "MIN. CLR." ARE TO FACE OF
FINISH.
5. SEE SHEET A602 FOR ROOM FINISH SCHEDULE.
6. ALL EXPOSED METAL SHALL BE PRIMED AND PAINTED.
7. VERIFY SIZES AND REQUIRED WORKING CLEARANCES OF
ALL EQUIPMENT AND APPLIANCES PRIOR TO MILLWORK
FABRICATION.
8. SEE SHEET A500 FOR ADDITIONAL ACCESSIBLE
CLEARANCES.
GENERAL SHEET NOTES
S C A L E : 11/2" = 1'-0"BEDROOM INTERIOR ELEVATIONS
A . E
. E C C L E S T ON
C 90716
C IV IL
R
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R ED P R O F E S S IO NA L ENG
IN
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S T A T E O F C A L IF O R NIA
SCALE: 1/2" = 1'-0"3 ENLARGED PLAN
1 SEPT 2026 ADDENDUM #1
1 1 1 1
File details come from the government source that posted it. Updated .