A D A Y
ARCHITECTS
LOMA LINDA UNIVERSITY
208 North Pennsylvania Ave.
Glendora, CA. 91741
626-963-4044
DRAYSON HALL - FIREPLACE
25040 STEWART STREET
LOMA LINDA, CA 92354
CALL (909) 799-2859 TO SCHEDULE INSPECTIONS.
INSPECTIONS WILL BE SCHEDULED FOR A SPECIFIC
TIME BETWEEN 7:15 AM AND 5:30 PM, MONDAYS THRU
THURSDAYS.
ARCHITECT
ELECTRICAL STRUCTURAL
INC.
A D A Y ARCHITECTS SPARLING
5355 MIRA SORRENTO PLACE
208 North Pennsylvania Ave.
Glendora, CA. 91741
Tel.# (626) 963-4044
Fax# (626) 963-4332
T-1
ABS CONSULTING
A-2.1 FLOOR PLAN, ROOF PLAN, SECTION &
DETAILS
A-2.2 ENLARGED PLAN, SECTION,
ELEVATION & DETAILS
A-3.1 ELEVATIONS & DETAILS
ADA PATH OF
TRAVEL
300 COMMERCE DRIVE
SUITE 200
IRVINE, CA 92602
TEL. # (714) 734-2522
CONTACT: MIKE RILEY
SUITE 650
SAN DIEGO, CA 92121
TEL.# (858) 622-2700
CONTACT: JEFFREY HANKIN
TITLE SHEET
1
4
E-1.0 SYMBOLS LIST, GENERAL NOTES,
LIGHT FIXTURE SCHEDULE &
SPECIFICATIONS
S-0.1 GENERAL NOTES
E-2.0 ELECTRICAL SITE PLAN
S-1.1 TYPICAL DETAILS
E-3.0 ELECTRICAL PLANS
S-2.1 CANOPY PLAN & DETAILS
E-4.0 POWER ONE-LINE DIAGRAM, PANEL
SCHEDULES
S-2.2 FIREPLACE PLAN & SECTIONS
S-0.2 GENERAL NOTES
2
E-5.0 TITLE 24
CIVIL
PROJECT
LOCATION
HICKS & HARTWICK, INC.
37 EAST OLIVE AVENUE
REDLANDS, CA
TEL.# (909) 793-2257
4
2
C-1.01
STORM DRAIN PLAN AND
PROFILE
C-1.02
GRADING PLAN AND ENTRANCE
SIDEWALK
4
1
4
1
4
2
SITE PLAN
APPLICABLE CODES
APPLICABLE CODES:
LEAD LINED
PSF
POUND PER SQUARE FOOT
UC
UNDER COUNTER
LOC
LOCATION
PSI
POUNDS PER SQUARE INCH
UC LF
UNDER COUNTER LIGHT FIXTURE
@
AT
DBL
DOUBLE
FRZ
FREEZER
LP
LOW POINT
PT
POINT
UNFIN
UNFINISHED
X
BY
DEL
DELETE
FS
FINISH SURFACE
LS
LANDSCAPING
PTN
PARTITION
UNO
UNLESS NOTED OTHERWISE
CL
CENTER LINE
DET
DETAIL
F/S
FLOOR SINK
LT
LIGHT
PVC
POLYVINYL CHLORIDE
[
CHANNEL
DF
DRINKING FOUNTAIN
FT OR (')
FOOT OR FEET
PVMT
PAVEMENT
DIAMETER OR ROUND
DIA
DIAMETER
FTG
FOOTING
VCT
VINYL COMPOSITION TILE
PERCENT
DIM
DIMENSION
FUR
FURNITURE
VERT
VERTICAL
PERPENDICULAR
DISP
DISPENSER
FURR
FURRING
MAX
MAXIMUM
R
RISER, RADIUS
POUND OR NUMBER
DN
DOWN
MB
MACHINE BOLT
RD
ROOF DRAIN
DP
DISABLED PERSON
MCW
MICROWAVE
REC
RECESSED OR RECEPTACLE
W
WEST
DR
DOOR
GA
GAUGE
MECH
MECHANICAL
REF
REFERENCE
W/
WITH
#
AB
ANCHOR BOLT
DS
DOWN SPOUT
GAL
GALLON
MEMB
MEMBRANE
REFR
REFRIGERATOR
WD
WOOD
AC
ASPHALT CONCRETE
D SP
DRY STANDPIPE
GALV
GALVANIZED
MET
METAL
REG
REGISTER
WH
WATER HEATER
A/C
AIR CONDITIONING
DWG
DRAWING
GB
GRAB BAR
MFR
MANUFACTURER
REINF
REINFORCED
WIC
WOODWORK INSTITUTE OF CALIFORNIA
ACOUS
ACOUSTICAL
DWR
DRAWER
GI
GALVANIZED IRON
MH
MANHOLE
REQ
REQUIRED
W/O
WITHOUT
AD
AREA DRAIN
GL
GLASS
MIN
MINIMUM
RET
RETURN
WP
WATERPROOF
ADJ
ADJUSTABLE
GND
GROUND
MIR
MIRROR
RM
ROOM
WT
WEIGHT
AGGR
AGGREGATE
E
EAST
GR
GRADE
MISC
MISCELLANEOUS
RO
ROUGH OPENING
AL
ALUMINUM
(E)
EXISTING
GYP
GYPSUM
MO
MASONRY OPENING
RT
RIGHT
AP
ACCESS PANEL
EA
EACH
MS
MACHINE
APPROX.
APPROXIMATE
EF
EACH FACE
MTD
MOUNTED
ARCH
ARCHITECT/ ARCHITECTURAL
EJ
EXPANSION JOINT
H
HIGH, HEIGHT
MTR
MONITOR
S
SOUTH
ASSN
ASSOCIATION
ELEC
ELECTRICAL
HB
HOSE BIB
MUL
MULLION
SC
SOLID CORE
ASST
ASSISTANT
ELEV
ELEVATION
HC
HOLLOW CORE
SCH
SCHEDULE
ASSY
ASSEMBLY
ENCL
ENCLOSURE
HDWD
HARDWOOD
SD
STORM DRAIN OR SMOKE DETECTOR
AV
AUDIO VISUAL
ENGR
ENGINEER
HDWE
HARDWARE
N
NORTH
SEC
SECTION
EQ
EQUAL
HM
HOLLOW METAL
(N)
NEW
SHT
SHEET
BEGINNING OF CURVE
EQPT
EQUIPMENT
HORIZ
HORIZONTAL
NATV
NOT A TRUE VIEW
SIM
SIMILAR
BOARD
EST
ESTIMATE
HP
HORSE POWER
NIC
NOT IN CONTRACT
SM
SURFACE-MOUNTED
BITUM
BITUMINOUS
EW
EACH WAY
HTR
HEATER
NO.
NUMBER
SMS
SHEET METAL SCREW (SELF TAPPING)
BK
BACKING
EXP
EXPANSION
HVAC
HEATING, VENTILATION,
NOM
NOMINAL
SOV
SHUT-OFF VALVES
BLDG
BUILDING
EXT
EXTERIOR
AIR CONDITIONING
NR
NON-RATED
SP
SPACE
BLK
BLOCK
NTS
NOT TO SCALE
SPEC
SPECIFICATION
BLKG
BLOCKING
SQ
SQUARE
BM
BEAM
BC
BD
BOT
BOTTOM
BTWN
BETWEEN
CAB
CABINET
CB
CATCH BASIN
CCTV
CLOSED CIRCUIT TELEVISION
CD
CLARIFICATION DRAWING
C DP
CF
IB
INSTRUCTION BULLETIN
YD
(F)
FUTURE
ID
INSIDE DIAMETER
SS
STAINLESS STEEL
FA
FIRE ALARM
IN OR (")
INCH
OA
OVERALL
S SK
SERVICE SINK
FAU
FORCED AIR UNIT
INFO
INFORMATION
OC
ON CENTER
STA
STATION
FC
FURRING CHANNEL
INSUL
INSULATION
OD
OUTSIDE DIAMETER (DIMENSION)
STD
STANDARD
FD
FLOOR DRAIN
INT
INTERIOR
OFCI
OWNER-FURNISHED
STL
STEEL
FDN
FOUNDATION
INV
INVERT
CONTRACTOR-INSTALLED
STOR
STORAGE
FE
FIRE EXTINGUISHER
OWNER-FURNISHED, OWNER-INSTALLED
STRUCT
STRUCTURAL
OFOI
FINISH FLOOR
JAN
JANITOR
CUP DISPENSER
FG
FINISH GRADE
JBOX
JUNCTION BOX
SYMMETRICAL
CUBIC FEET
FH
FIRE HYDRANT
JT
JOINT
CONTRACTOR - FURNISHED
FHC
FIRE HOSE CABINET
PA
PUBLIC ADDRESS
T
TREAD
CONTRACTOR INSTALLED
FHMS
FLATHEAD MACHINE SCREW
P BD
PARTICLE BOARD
TEL
TELEPHONE
CFM
CUBIC FEET PER MINUTE
FHSMS
FLATHEAD SHEET METAL SCREW
PC
PIECE
TEMP
TEMPORARY
CI
CAST IRON OR CUBIC INCH
FHWS
FLATHEAD WOOD SCREW
PERF
PERFORATED
TG
TOP OF GRATE
FIG
FIGURE
PERM
PERMANENT
THK
THICK
FIN
FINISH
L
LEFT
PL
PLATE
THRU
THROUGH
CONTROL JOINT
KIT
KITCHEN
FIXT
FIXTURE
LAM
LAMINATE
P LAM
PLASTIC LAMINATE
TOC
TOP OF CURB/ CONCRETE
CO
CLEAN OUT
FL
FLOOR OR FLOW LINE
LAT
LATERAL
PLAS
PLASTER
TOP
TOP OF PAVEMENT
COMM
COMMUNICATION
FLG
FLOORING
LAV
LAVATORY
PLUMB
PLUMING
TOR
TOP OF ROOF
COMP
COMPACTOR OR COMPOSITION
FLOUR
FLUORESCENT
LB
POUND
PLYWD
PLYWOOD
TOS
TOP OF SLAB
CONC
CONCRETE
FO
FACE OF
LC
LINEN CART
POC
POINT OF CONNECTION
TOST
TOP OF STEEL
FOC
FACE OF CONCRETE
LG
LEAD GLASS
POS
POSITION
TOW
TOP OF WALL
FOF
FACE OF FINISH
LH
LINEN HAMPER
PR
PAIR
TSTAT
THERMOSTAT
FOM
FACE OF MASONRY
LIN
LINER
PREP
PREPARATION
TV
TELEVISION
FOS
FACE OF STUD
LKR
LOCKER
PRV
PRESSURE REDUCING VALVE
TYP
TYPICAL
CONN
CONNECTION
CONSTR
CONSTRUCTION
CONT
CONTINUOUS
CONTR
CONTRACTOR
.
30' X 35' (1050 S.F.) OPEN PATIO COVER
PROJECT INCLUDES LIGHTING AND POWER OUTLETS
PROJECT INCLUDES WOOD BURNING FIRE PIT
CONSTRUCTION TYPE IS VB
OCCUPANCY: B
NON-SPRINKLERED
2
CIRCLE DR.
LA MAR RD.
MOUND ST.
1
2
3
4
5
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
VE REVISIONS
OWNER REVISIONS
PLAN CHECK CORRECTIONS
6/17/14
6/30/14
10/31/14
1/16/15
2/16/15
LEGEND AND SYMBOLS
1
BLDG. SECTION CUT
A
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
AA-1.1
01
DOOR NUMBER
SEE DOOR SCHEDULE
ROOM ID
101
01 AA-1.1
ROOM IDENTIFICATION
SECTION IDENTIFICATION
ROOM NUMBER
SHEET WHERE ELEVATION IS DRAWN
INTERIOR ELEVATION NUMBER
LOMA LINDA UNIVERSITY
DRAYSON HALL - FIREPLACE
A
B
AA-1.1
A B
ELEVATION
A
D
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS DRAWN
CONTROL POINT
AA-1.1
C
A
AA-1.1
SEGMENT CUT
SEGMENT IDENTIFICATION
ARROW
OR WORK POINT OR
DATUM POINT
REFERENCE BUBBLE
TITLE SHEET
AA-1.2
A
DRAWING NUMBER
SHEET WHERE DRAWING IS LOCATED
01
AA-1.1
WINDOW NUMBER
SEE FRAME TYPES
GRID IDENTIFICATION
TOP TO BOTTOM LETTERS
LEFT TO RIGHT NUMBERS
A
AA-1.1
01
E
DEMOLITION KEYNOTE
ARC
HI
T
J AY A
D
OY
R
12-048
L.H. / J.S.
AS NOTED
NO.C-23975
REVISION
NORTH ARROW
01
SED
T.A.
SEE SHEET NOTES
CLOUD AROUND REVISION
INDICATES RECORD DRAWING
REVISION, USE CLOUD
KEYNOTE
SEE SHEET NOTES
RD
EN
.
T
A
CLEAR
SHEPARDSON DR.
DR
R
CEILING
CLR
IU
M
ST
CLG
AR
T
SUSPENDED
SYM
NI
T
Y
A
SUSP
OPENING
SA
C
OVERHEAD
OPNG
CJ
FIRE EXTINGUISHER CABINET
FF
DRAYSON HALL - FIREPLACE
25040 STEWART STREET
LOMA LINDA, CA 92354
E
OH
CFCI
FEC
YARD
LOMA LINDA UNIVERSITY
E
02 - 28
OF
I A
LL
FIRE RETARDANT
5
FIRE PROOFING
FR
-1
C AL I
T-1
N
FP
DEEP
C
PENNY
D
PROJECT
LOCATION
STE
WA
RT
STR
EE
T
CI
RC
LE
DR
.
NONE
LI
d
ANGLE
VICINITY MAP
T
AND
<
2013 CALIFORNIA BUILDING CODE (CBC), (2012 IBC)
2013 CALIFORNIA MECHANICAL CODE (CMC)
5
2013 CALIFORNIA PLUMBING CODE (CPC)
2013 CALIFORNIA ELECTRICAL CODE (CEC)
2013 CALIFORNIA FIRE CODE (CFC)
2013 CGBSC (CAL GREEN) FOR FIREPLACES
ALL CONSTRUCTION TO ALSO COMPLY WITH THE 2013 CALIFORNIA FIRE
CODE, AND THE 2012 INTERNATIONAL FIRE CODE WITH THE CITY OF LOMA
LINDA AMENDMENTS.
1
01
RICHMONT RD.
&
%
SCALE:
1/64"= 1'-0"
N
ARCHITECTURAL ABBREVATIONS
1
FO
R
6/17/14
16 GA. GALV. ETCHED & PAINTED
GUTTER W/ WELDED SEAMS.
CONSTRUCT PER SMACKNA
STANDARDS
STEEL POST
A D A Y
METAL DECK
SEE STRUCTURAL
12'-0"
STEEL PLATE. WELD TO STEEL
SEE STRUCTURAL
PROVIDE
DRIP.
ALL SIDES
6"
1"
STANDING SEAM METAL ROOF
ARCHITECTS
"
R1
208 North Pennsylvania Ave.
Glendora, CA. 91741
626-963-4044
502
STRUCTURE
6"
CABLE HT.
SEE ROOF PLAN
501
TYP.
LIGHT. SEE ELECTRICAL
CABLE
3" X 3" X 1/8" CONT. ANGLE,
TYPICAL ALL 4 SIDES
CABLE EYELET.
LOCATE FLUSH
WITH BOTTOM
OF TS. SEE 7/-
NOTE:
EYELET HEIGHT AT CANVAS AWNINGS TO
BE THAT SHOWN ON 2/A-2.1.
EYELET HEIGHT AT THE CABLE SPANNING
ACROSS THE FRONT STRUCTURE TO BE AS
SHOWN ON DETAIL 5/A-2.1.
ALL OTHER EYELET HEIGHTS TO BE AS
NOTED ON KEYNOTE 201.
5
A-2.1
CANVAS CABLE TO POST
1/8" FILLETS, 1" LONG AT 12" O.C.
COLUMN
SQ.
1"
12
STEEL.
SEE
STRUCTURAL.
07
SCALE:
N.T.S.
ROOF PLAN
16 GA.
COUNTER
FLASHING
METAL DECK. SEE
STRUCTURAL
PROVIDE 1/4" S.S. CABLES
ALONG EDGES OF CANVAS
PANEL 1
HP= 10'
PANEL 1
LP= 9'
503
PANEL 2
HP= 12'
06
TS COLUMN
SCALE:
N.T.S.
DOWN SPOUT
PROVIDE EYELET AT +4'-6" THIS SIDE OF THE POST. SEE 7/SIM. LOCATE ALL 4 SIDES OF POST.
202
PROVIDE 1/2" S.S. CABLE AT BEAM STRUCTURE, ON
OUTSIDE OF COLUMN. PROVIDE EYELETS PER 5/- AT EACH
COLUMN. PROVIDE S.S. "STA-LOK" TERMINATORS AT EACH
END, BY "FEENEY"
203
COLUMN. SEE STRUCTURAL.
204
CONCRETE SLAB. SEE STRUCTURAL. FINISH TO BE
TOP-CAST. PROVIDE CONCRETE SEALER, ASHFORD
FORMULA OR EQUAL.
205
1" DEEP SAW CUT CONTROL JOINT, TYP.
206
GUTTER ALL 4 SIDES. SEE 5/-
207
DOWN SPOUT. SEE 4/-
3
PANEL 3
LP= 8'
4
206
PANEL 3
LP= 9'
PANEL 2
LP= 9'
503
10'
CANVAS PANEL 2
504 TYP.
PROVIDE FULL LENGTH
SLEEVES IN CANVAS FOR
CABLES
SLOPE 1:4
CANVAS PANEL 3
504
503
4" ABS PIPE. CONNECT PER CIVIL
SCALE:
N.T.S.
201
10'
503
TYP.
COUPLE-ABS TO GALV. PIPE
SECTION AT VENT
CONTRACTOR TO OVER EXCAVATE AND RECOMPACT TO
95% NATIVE, 12" DEEP.
9'
16 GA STRAPS AT 12" O.C.
PROVIDE FASTENERS &
REINFORCEMENT PER
SMACNA STANDARDS
102
504
503
PANEL 1
HP= 10'
SPOUT. GALV,
ETCH, & PAINT
4" ABS CLEAN OUT
ALL LANDSCAPE & IRRIGATION TO BE REMOVED /
RELOCATED BY OWNER PRIOR TO CONSTRUCTION
10'
PANEL 2
LP= 10'
#8 SELF TAPPING SCREW
TO COLUMN
101
12'
05
TS COLUMN
STANDING
SEAM
1/8" STEEL ANGLE,
2" x2" WELD TO
STRUCTURE
9'
CANVAS PANEL 1
504
EXHAUST
DUCT
STEEL/FRAME.
SEE STRUCT.
10'
SELF TAPPING SCREWS INTO TS.
3'-0"
MIN
1"
12
1'-8"
BEND/ REINFORCE
TOP AS SHOWN
KEYNOTES
503 TYP.
207
PROVIDE MESH LEAF SCREEN
2"
1'-9"
SPARK ARRESTOR.
5 SIDED. TOTAL
AREA = 16 S.F. MIN.
(TOTAL FLUE AREA
IS 4 S.F.) PROVIDE
1/2" X 1/2" GRID, 12
GA WIRE.
CONSTRUCTION TO
MEET CBC 2113.9.2.
504
10'
TYP.
ALL SIDES
16 GA. GALV., ETCHED & PAINTED GUTTER W/ WELDED
SEAMS. CONSTRUCT PER SMACNA STANDARDS
SCALE:
N.T.S.
206
PROVIDE CONT. 1/8"
BUTT WELD. PATCH
& GRIND SMOOTH
DOWN SPOUT.
SEE 4/-
SLOPE 1:4
04
SCALE:
1/8"= 1'-0"
ROOF PLAN
4" THICK FLAGSTONE. SEAL W/ THOMPSON'S WATER SEAL.
SET ONTO MASONRY WITH 1/2" MORTAR.
302
1/2" MORTAR JOINT. (FINGER JOINT)
303
SPLIT FACE CMU IN STACKING BOND PATTERN
304
NOT USED
305
NOT USED
306
16 GA DOUBLE WALLED SHEET METAL DUCT. CONSTRUCT
PER SMAKNA STANDARDS. ETCH / PRIME AND PAINT
EXTERIOR SIDE WITH 2 COATS, DUNN EDWARDS "ULTRA
SHIELD" PAINT
501
STANDING STEAM METAL ROOF SYSTEM OVER METAL
DECK. ROOF TO BE "GALVALUME" W/ KYNAR FINISH. TO
MATCH EXIST, MANUF. BY PRESTIGE ROOFING PRODUCTS.
PROVIDE ALL NECESSARY RIDGE, CAP, AND EDGE
FLASHING / COMPONENTS.
502
FIRE PLACE VENT. SEE 6/- AND KEYNOTE 306.
503
1/2" STAINLESS STEEL CANVAS PANEL CABLE. PROVIDE
ALL NECESSARY CLAMPS & EYELET SLEEVES. (TYPICAL
ALL 3 EDGES OF EACH CANVAS PANEL.) PROVIDE
"STA-LOK" TERMINATORS AT EACH END, BY "FEENEY"
504
"SAFRSHADE" SHADE CLOTH. ALL EDGES TO BE EDGE
BOUND WITH CONTINUOUS / FULL LENGTH LOOP TO
RECEIVE CABLE SUPPORTS
02
1
SEE CIVIL FOR DOWN
SPOUT CONNECTION
TO STORM DRAIN.
301
3
1
201
4
207
202
30'
101
102
1
A-2.2
203
201
EXHAUST VENT. SEE 3/A-2.2
LOMA LINDA UNIVERSITY
DRAYSON HALL - FIREPLACE
25040 STEWART STREET
LOMA LINDA, CA 92354
STEEL ROOF STRUCTURE
SEE STRUCTURAL
6
-
201
10'
4
2'
203
1
2
3
4
201
203
205
25'
4
-
204
203
15'
5
203
15'
1
203
5
-
201
201
15'
201
201
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
VE REVISIONS
OWNER REVISIONS
PLAN CHECK CORRECTIONS
5
6/17/14
6/30/14
10/31/14
1/16/15
2/16/15
201
201
3
203
3
203
LOMA LINDA UNIVERSITY
DRAYSON HALL - FIREPLACE
201
201
FLOOR PLAN, ROOF PLAN,
SECTION & DETAILS
203
203
2
A-2.2
ARC
HI
T
J AY A
D
OY
R
T.A.
12-048
L.H. / J.S.
AS NOTED
T
Y
A
T
SED
C
LI
E
E
C
N
NO.C-23975
A
T
E
02 - 28
OF
I A
5
R
EN
.
ST
NOTE: ALL STEEL TO BE PREPPED, PRIMED,
AND PAINTED WITH EPOXY PAINT, 2 COATS.
PAINT TO BE BY DUNN EDWARDS OR EQUAL.
-1
C AL I
A-2.1
N
12'
203
10'
1"
15'-12
30'
FO
R
6/17/14
OVERALL SECTION
SCALE:
1/4"= 1'-0"
03
ENLARGED SITE PLAN
SCALE:
1/8"= 1'-0"
01
A D A Y
ARCHITECTS
208 North Pennsylvania Ave.
Glendora, CA. 91741
626-963-4044
306
4
301
302
SEE 3A/-
4"
4" THICK CONC. CAP
KEYNOTES
101
ALL LANDSCAPE & IRRIGATION TO BE REMOVED /
RELOCATED BY OWNER PRIOR TO CONSTRUCTION
102
CONTRACTOR TO OVER EXCAVATE AND RECOMPACT TO
95% NATIVE, 12" DEEP.
201
PROVIDE EYELET AT +4'-6" THIS SIDE OF THE POST. SEE 7/SIM. LOCATE ALL 4 SIDES OF POST.
202
PROVIDE 1/2" S.S. CABLE AT BEAM STRUCTURE, ON
OUTSIDE OF COLUMN. PROVIDE EYELETS PER 5/- AT EACH
COLUMN. PROVIDE S.S. "STA-LOK" TERMINATORS AT EACH
END, BY "FEENEY"
203
COLUMN. SEE STRUCTURAL.
204
CONCRETE SLAB. SEE STRUCTURAL. FINISH TO BE
TOP-CAST. PROVIDE CONCRETE SEALER, ASHFORD
FORMULA OR EQUAL.
205
1" DEEP SAW CUT CONTROL JOINT, TYP.
206
GUTTER ALL 4 SIDES. SEE 5/-
207
DOWN SPOUT. SEE 4/-
301
4" THICK FLAGSTONE. SEAL W/ THOMPSON'S WATER SEAL.
SET ONTO MASONRY WITH 1/2" MORTAR.
302
1/2" MORTAR JOINT. (FINGER JOINT)
303
SPLIT FACE CMU IN STACKING BOND PATTERN
304
NOT USED
305
NOT USED
306
16 GA DOUBLE WALLED SHEET METAL DUCT. CONSTRUCT
PER SMAKNA STANDARDS. ETCH / PRIME AND PAINT
EXTERIOR SIDE WITH 2 COATS, DUNN EDWARDS "ULTRA
SHIELD" PAINT
501
STANDING STEAM METAL ROOF SYSTEM OVER METAL
DECK. ROOF TO BE "GALVALUME" W/ KYNAR FINISH. TO
MATCH EXIST, MANUF. BY PRESTIGE ROOFING PRODUCTS.
PROVIDE ALL NECESSARY RIDGE, CAP, AND EDGE
FLASHING / COMPONENTS.
502
FIRE PLACE VENT. SEE 6/- AND KEYNOTE 306.
503
1/2" STAINLESS STEEL CANVAS PANEL CABLE. PROVIDE
ALL NECESSARY CLAMPS & EYELET SLEEVES. (TYPICAL
ALL 3 EDGES OF EACH CANVAS PANEL.) PROVIDE
"STA-LOK" TERMINATORS AT EACH END, BY "FEENEY"
504
"SAFRSHADE" SHADE CLOTH. ALL EDGES TO BE EDGE
BOUND WITH CONTINUOUS / FULL LENGTH LOOP TO
RECEIVE CABLE SUPPORTS
4'
4"
SPLIT FACE CMU
SCALE:
N.T.S.
-
07
SCALE:
N.T.S.
-
05
6
3'-4"
-
OPEN
4
HEARTH
4"
3
LINTEL. SEE STRUCTURAL
SPLIT FACE CMU
14"
DOUBLE
WALLED SHEET
METAL DUCT
301
(2) #8 TAP CON
ANCHORS AT 12" O.C.
3
302
303
-
3
#8 SS SMS AT 8" O.C.
2" X 6" X 1/8"
STEEL ANGLE
3
LINTEL
SCALE:
N.T.S.
06
SCALE:
N.T.S.
-
04
SCALE:
1/2"= 1'-0"
TYPICAL FIRE PLACE ELEVATION
02
3
4
PROVIDE 2" DIA. ABS PIPE. RUN 6" BELOW WALL FOOTING.
RUN TO APPROXIMATELY 5 FEET FROM FIRE PIT INTO SOD
AREA. PROVIDE PIPE CAPES, BOTH ENDS.
1
301
LINE OF WALL BELOW
1" X 1" STEEL ANGLE,
3
WELD CORNERS
2'
LIGHT. SEE ELECTRICAL
(SQUARE)
4
3
3
3
#8 TAP CON
SCREWS AT 12" O.C.
3
4"
2"
2'-0"
2'-0"
CMU
4'-0"
R.O.
2'-0"
CMU
2'-0"
1
4"
A
PROVIDE ANGLE SUPPORTS AT VENT
DUCT, PER SMACKING STANDARDS
ELECTRICAL CONTROL BOX. SEE ELECTRICAL
CMU
LOMA LINDA UNIVERSITY
3
DRAYSON HALL - FIREPLACE
25040 STEWART STREET
LOMA LINDA, CA 92354
306
4
301
A
PIT
1'
4" TYP.
3
1
2
3
4
-
5
3
4"
CMU
FOR EDGE OF MTL HOOD SEE 6/-
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
VE REVISIONS
OWNER REVISIONS
PLAN CHECK CORRECTIONS
6/17/14
6/30/14
10/31/14
1/16/15
2/16/15
LINTEL - SEE STRUCTURAL
6
-
CONT #5
POSTS BEYOND
3
#5 AT 12" O.C.
HEARTH BEYOND
4" CONC
18" COMPACTED
DECOMPOSED
GRANITE
LOMA LINDA UNIVERSITY
DRAYSON HALL - FIREPLACE
4
301
ENLARGED PLAN, SECTION,
ELEVATION, & DETAILS
COMPACT FILL
302
3
N
C
T
12-048
L.H. / J.S.
AS NOTED
T
LI
HI
J AY A
D
OY
R
C
Y
A
T
ARC
NO.C-23975
A
T
1
E
OF
I A
5
02 - 28
-1
C AL I
A-2.2
N
EN
.
R
RUN VENEER DOWN TO FOOTING
FG OR CONCRETE
ST
CONCRETE FOOTING.
SEE STRUCTURAL
SED
E
*DIM. ARE TYPICAL
CMU
E
T.A.
FO
R
6/17/14
FIRE PLACE SECTION
SCALE:
1/2"= 1'-0"
03
FIREPLACE ENLARGED PLAN
SCALE:
1/2"= 1'-0"
01
A D A Y
ARCHITECTS
208 North Pennsylvania Ave.
Glendora, CA. 91741
626-963-4044
KEYNOTES
SCALE:
-
SCALE:
-
08
SCALE:
-
07
SCALE:
-
06
05
101
ALL LANDSCAPE & IRRIGATION TO BE REMOVED /
RELOCATED BY OWNER PRIOR TO CONSTRUCTION
102
CONTRACTOR TO OVER EXCAVATE AND RECOMPACT TO
95% NATIVE, 12" DEEP.
201
PROVIDE EYELET AT +4'-6" THIS SIDE OF THE POST. SEE 7/SIM. LOCATE ALL 4 SIDES OF POST.
202
PROVIDE 1/2" S.S. CABLE AT BEAM STRUCTURE, ON
OUTSIDE OF COLUMN. PROVIDE EYELETS PER 5/- AT EACH
COLUMN. PROVIDE S.S. "STA-LOK" TERMINATORS AT EACH
END, BY "FEENEY"
203
COLUMN. SEE STRUCTURAL.
204
CONCRETE SLAB. SEE STRUCTURAL. FINISH TO BE
TOP-CAST. PROVIDE CONCRETE SEALER, ASHFORD
FORMULA OR EQUAL.
205
1" DEEP SAW CUT CONTROL JOINT, TYP.
206
GUTTER ALL 4 SIDES. SEE 5/-
207
DOWN SPOUT. SEE 4/-
301
4" THICK FLAGSTONE. SEAL W/ THOMPSON'S WATER SEAL.
SET ONTO MASONRY WITH 1/2" MORTAR.
302
1/2" MORTAR JOINT. (FINGER JOINT)
303
SPLIT FACE CMU IN STACKING BOND PATTERN
304
NOT USED
305
NOT USED
306
16 GA DOUBLE WALLED SHEET METAL DUCT. CONSTRUCT
PER SMAKNA STANDARDS. ETCH / PRIME AND PAINT
EXTERIOR SIDE WITH 2 COATS, DUNN EDWARDS "ULTRA
SHIELD" PAINT
501
STANDING STEAM METAL ROOF SYSTEM OVER METAL
DECK. ROOF TO BE "GALVALUME" W/ KYNAR FINISH. TO
MATCH EXIST, MANUF. BY PRESTIGE ROOFING PRODUCTS.
PROVIDE ALL NECESSARY RIDGE, CAP, AND EDGE
FLASHING / COMPONENTS.
502
FIRE PLACE VENT. SEE 6/- AND KEYNOTE 306.
503
1/2" STAINLESS STEEL CANVAS PANEL CABLE. PROVIDE
ALL NECESSARY CLAMPS & EYELET SLEEVES. (TYPICAL
ALL 3 EDGES OF EACH CANVAS PANEL.) PROVIDE
"STA-LOK" TERMINATORS AT EACH END, BY "FEENEY"
504
"SAFRSHADE" SHADE CLOTH. ALL EDGES TO BE EDGE
BOUND WITH CONTINUOUS / FULL LENGTH LOOP TO
RECEIVE CABLE SUPPORTS
3
4
4
501
306
4
501
301
503
503
TYP.
3'-0"
MIN.
306
2'-0"
504
504
1
4
301
201
201
201
503
303
TYP.
203
203
201
203
201
TYP.
303
3
1
203
203
TYP.
SCALE:
1/4"= 1'-0"
WEST ELEVATION
04
SCALE:
1/4"= 1'-0"
EAST ELEVATION
LOMA LINDA UNIVERSITY
02
DRAYSON HALL - FIREPLACE
25040 STEWART STREET
LOMA LINDA, CA 92354
306
306
1
2
3
4
202
501
503
501
504
303
504
503
504
504
202
5
202
503
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
VE REVISIONS
OWNER REVISIONS
PLAN CHECK CORRECTIONS
6/17/14
6/30/14
10/31/14
1/16/15
2/16/15
503
4
301
201
201
201
201
TYP.
TYP.
TYP.
TYP.
201 TYP.
203
303
503
201 TYP.
201
201
TYP.
TYP.
301
203
203
LOMA LINDA UNIVERSITY
DRAYSON HALL - FIREPLACE
203
ELEVATIONS & DETAILS
4
203 TYP.
HI
T
J AY A
D
OY
R
12-048
L.H. / J.S.
AS NOTED
T
LI
ARC
C
Y
A
T
SED
E
C
N
E
T.A.
NO.C-23975
A
E
OF
I A
5
02 - 28
-1
C AL I
A-3.1
N
ST
R
EN
.
T
FO
R
6/17/14
SOUTH ELEVATION
SCALE:
1/4"= 1'-0"
03
NORTH ELEVATION
SCALE:
1/4"= 1'-0"
01