HomeMy WebLinkAbout423 E Pine St & Unit E - PlanOWNER
PROJECT TEAM
MARTIN Z HERNANDEZ
83516 MECCA HILLS AVENUE
COACHELLA, CA 92236
P: 657-230-1552
ARCHITECT
VICTOR FRESSIE
DIALECTIC ARCHITECTURE
1111 S. GRAND AVE, SUITE 712
LOS ANGELES, CA 90015
P: 626.375.2873
STRUCTURAL ENGINEER
FRANCISCO GARCIA
FJ ENGINEERING & DESIGN
600 W. MAIN STREET, SUITE 207
ALHAMBRA, CA 91801
P: 626.548.3874
PROJECT INFORMATION
PROJECT ADDRESS:
423 E PINE ST & 426 PINE ST. UNIT #E , SANTA ANA, CA 92701
LEGAL DESCRIPTION:
APN: 40408612. PORTER, SPURGEON & BLEES ADD BLK E LOT 11 AND 12 -EX- W 43FT OF LOT 11 TR 568
PROJECT DESCRIPTION:
CONVERTING THREE ATTACHED GARAGES INTO 617.00 SF ACCESSORY DWELLING UNIT WITH TWO
BEDROOMS AND ONE BATHROOM.
REPLACING ALL EXISTING WINDOW ON MULTIFAMILY BUILDING WITH "LIKE / AS" REPLACEMENTS.
ZONE:R3
OCCUPANCY:R2/U
CONSTRUCTION TYPE:TYPE VB
SPRINKLERED:NO FIRE SPRINKLERS REQUIRED PER CA GOVERNMENT CODE 65852.2(e)(3)
HEIGHT:(E) 23' - 10 1/2" - NO CHANGE IN HEIGHT
USE:APARTMENTS
FEMA FLOOD ZONE:ZONE X
APPLICABLE CODES:
2022 CALIFORNIA RESIDENTIAL BUILDING CODE (CRC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA FIRE CODE (CFC)
CITY OF SANTA ANA MUNICIPAL CODE
VICINITY MAPFLOOR AREA CALCULATIONS
PER CITY OF SANTA ANA:
LOT AREA:
(E) BUILDING 1
(N) ATTACHED ADU
(E) ADU
TOTAL HABITABLE AREA
LOT COVERAGE:
(E) BUILDING 1
(E) ADU
TOTAL HABITABLE AREA
3,313.00 / 7,370.00 X 100 = 44.95%
PARKS AND REC DEVELOPMENT FEE CALULATION
617 / 4,077 = 15.14%
THIS RRATIO IS ONLY FOR PARKS AND REC USE ONLY.
7,370.00
4,077.00
617.00
630.00
4,707.00
2,683.00
630.00
3,313.00
SYMBOLS LEGEND
N
Room name
101
1
A101
1
A101
SIM
_____________
A101
1 Ref
1Re
f
1 Ref
1Re
f
1i
101
1i
1
NORTH ARROW
1
0
SCALE
ROOM TAG
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
A101
1 SIM
INTERIOR ELEVATION
CALLOUT
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
WINDOW TAG
DOOR TAG
WALL TAG
KEYNOTE
REVISION DELTA
PROPERTY LINE
CENTER LINE
Name
Elevation DATUM AT LEVEL
ABBREVIATIONS
@ AT
A.B. ANCHOR BOLT
ABV. ABOVE
ACOUST ACOUSTICAL
A/C AIR CONDITIONING
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
AGG. AGGREGATE
AL. ALUMINUM
ALT. ALTERNATE
APPX APPROXIMATE
ARCH. ARCHITECTURE / ARCHITECTURAL
BD. BOARD
BEL. BELOW
BET. BETWEEN
B.G. BELOW GRADE
BLDG. BUILDING
BLKG. BLOCKING
BOT. BOTTOM
B.S. BOTH SIDES
CEM. CEMENT
CER. CERAMIC
CHAM. CHAMFER
CIR. CIRCLE
CIRC. CIRCUMFERENCE
CJT. CONTROL JOINT
CL. CLOSET
CLG. CEILING
CLR. CLEAR
C.M.U. CONCRETE MASONRY UNIT
CNTR. COUNTER
COL. COLUMN
COMP. COMPUTER
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACT / CONTRACTOR
CORRD. CORRIDOR
CPT. CARPET
DBL. DOUBLE
DEMO. DEMOLITION
DEP. DEPRESSED
DIAM. DIAMETER
DIM. DIMENSION
DTL. DETAIL
DWG. DRAWING
DWR. DRAWER
(E) EXISTING
EA. EACH
E.B. EXPANSION BOLT
E.F. EACH FACE
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR
ENG. ENGINEERING / ENGINEERING
EQ. EQUAL
EQPMT EQUIPMENT
E.S. EACH SIDE
ESC. ESCALATOR
EST. ESTIMATE
E.W. EACH WAY
EXP. JT. EXPANSION JOINT
EXT. EXTERIOR
FDN. FOUNDATION
F. EXT. FIRE EXTINGUISHER
F.F. FINISH FLOOR
F.F.E. FINISH FLOOR ELEVATION
F.F.L. FINISH FLOOR LINE
F.G. FINISH GRADE
FIN. FINISH
FLR. FLOOR
FLUR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
FP. FIREPLACE
FR. FRAME
FT. FOOT / FEET
FUT. FUTURE
GA. GAUGE
GALV. GALVANIZED
G.C. GENERAL CONTRACTOR
GL. GLASS
GLB. GLU-LAM BEAM
GL. BLK. GLASS BLOCK
GR. GRADE/GRADING
GT. GROUT
GVL. GRAVEL
GYP. GYPSUM
HC. HANDICAPPED
HDR. HEADER
HDW. HARDWARE
M.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
HTG. HEATING
HVAC. HEATING VENTILATIO AND
AIR CONDITIONING
HWD. HARDWOOD
HWH. HOT WATER HEATER
ID. INSIDE DIAMETER
I.D. INTERIOR DESIGNER
INS. INSULATION
INT. INTERIOR
JST. JOIST
JT. JOINT
LAM. LAMINATE / LAMINATED
LT. LIGHT
LIN. LINTEL
LW. LIGHTWEIGHT
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MRB. MARBLE
MTL. MATERIAL
MUL. MULLION
(N) NEW
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OH. OVERHEAD
O.H. OVERHANG
OPNG. OPENING
OPP. OPPOSITE
PAR. PARALLEL
PFB. PREFABRICATED
PKG. PARKING
PL. PLATE
P.L. PROPERTY LINE
PLAS. PLASTER
PLAM. PLASTIC LAMINATE
PLYWD. PLYWOOD
PNT. PAINT / PAINTED
PNL. PANEL
PR. PAIR
P.S.F. PER SQUARE FOOT
P.S.I. PER SQUARE INCH
P.T. PRESSURE TREATED
P.T.D.F. PRESSURE TREATED DOUGLAS FIR
PTN. PARTITION
PT. POINT
PVMT. PAVEMENT
PWDR. POWDER
R. RISER
RAD. RADIUS
RB.T. RUBBER TILE
REF. REFERENCE
REM. REMOVE
REQD. REQUIRED
RET. RETURN
REV. REVISION
RFH. ROOF HATCH
R.O. ROUGH OPENING
SCHED. SCHEDULE
SEC. SECTION
SF. SQUARE FEET
SHTH. SHEATHING
SHT. SHEET
SIM. SIMILAR
SPK. SPEAKER
SPECS. SPECIFICATIONS
SQ. SQUARE
STRUCT. STRUCTURE / STRUCTURAL
SUS. SUSPENDED
T. TREAD
T. & G. TONGUE AND GROOVE
THK. THICK
T.O.S. TOP OF SLAB
T.O.W. TOP OF WALL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
UR. URINAL
VERT. VERTICAL
VIN. VINYL
W/ WITH
W.C. WATER CLOSET
WD. WOOD
W.I.C. WALK IN CLOSET
W/O WITHOUT
WP. WATERPROOF
WT. WEIGHT
PUBLIC TRANSIT ACCESS
0.1 MILE TO CHESTNUT-OAK BUS STOP
0.1 < 0.5 = OK
NO PARKING REPLACEMENT OR ADU PARKING REQUIRED PER THE FOLLOWING:
A-0.0 TITLE SHEET
A-3.0 SITE PLAN
A-3.1 EXISTING PLANS
A-4.0 PLANS
A-4.1 ELEC PLAN AND SCHEDULES
A-4.2 ROOF PLANS
A-6.0 ELEVATIONS
A-6.1 SECTIONS
A-9.1 DETAILS
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIALECTIC ARCHITECTURE
1 10.13.2021 -MODIFICATION
2 11.08.2021 -MODIFICATION
As indicated
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PERMIT SET
42
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PINE STREET ADU 2
423 E PINE ST & 423 PINE ST. UNIT #E ,
SANTA ANA, CA 92701
INDEX
ARCHITECTURE
STRUCTURAL
S-0 NOTES & SCHEDULES
S-1 FOUNDATION AND FRAMING
S-2 CEILING AND ROOF
SD-1 DETAILS
DIGITAL STAMP
GREEN
G-1.1 TITLE-24
G-1.2 TITLE-24
G-1.3 TITLE-24
G-1.4 TITLE-24
G-1.5 TITLE-24
G-1.6 GREEN CODE
G-1.7 GREEN CODE
G-1.8 GREEN CODE
Bldg #'s 101121794 & 95
APPROVALS:
PLNG - C. SantanaBLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
UP
UP
UP
UP
SITE PLAN NOTES
CONTRACTOR TO PROVIDE SHORING AND BRACING PRIOR TO AND DURING ANY
DEMOLITION AS REQUIRED
A.
CONTRACTOR TO PROVIDE WEATHER PROTECTION DURING DEMOLITION AND
CONTSTRUCTION OF ADJOINING SURFACES AND SPACES. ALL AREAS NOT
IMPACTED BY CONSTRUCTION SHALL BE LEFT IN SAME CONDITION FOUND PRIOR
TO START OF CONSTRUCTION UNLESS OTHERWISE NOTED
B.
CONTRACTOR TO PROVIDE DUST CONTROL DURING DEMOLITION AND
CONSTRUCTION
C.
SITE TO BE KEPT CLEAN AND IN ACCORDANCE WITH A SITE MAINTENANCE PLAND.
STREET, CURB, AND GUTTER AND SIDEWALK ARE TO BE PROTECTED FROM
DAMAGE SUCH AS INDENTATIONS FROM TRASH CONTAINER OR OTHER HEAVY
OBJECTS PLACED ON PAVEMENT DURING CONSTRUCTION
E.
CONTRACTOR TO PROVIDE SECURITY CHAIN-LINK FENCE AROUND UNSECURED
SITE AREAS
F.
VERIFY EXISTING HARDSCAPE AND LANDSCAPE TO BE REMOVED WITH
LANDSCAPE DESIGNER, ARCHITECT, AND OWNER. ALL LANDSCAPING TO REMAIN
SHALL BE MAINTAINED AND PROTECTED FROM DAMAGE
G.
CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS
REQUIRED FOR OFFSITE IMPROVEMENTS
H.
ALL OFFSITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH PUBLIC
WORKS STANDARD CONSTRUCTION SPECIFICATIONS AND LOCAL REQUIREMENTS
I.
AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE (SEPARATE
PERMIT REQUIRED)
J.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS, OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE
AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY
K.
RESIDENTIAL SWIMMING POOLS SHALL HAVE A POOL ENCLOSURE AS REQUIRED
BY SECTION AG105 OF THE 2016 CRC:
L.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10
FEET. WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL BARRIERS
PROHIBIT MINIMUM FALL, DRAINS OR SWALES SHALL BE CONSTRUCTED TO
ENSURE DRAINAGE AWAY FROM STRUCTURE
M.
ALL HARDSCAPE ADJACENT TO THE STRUCTURE SHALL DRAIN SURFACE WATER
AWAY FROM THE FOUNDATION A MINIMUM OF 1/4 INCH PER FOOT (2%)
N.
NOTIFY THE GRADING INSPECTOR PRIOR TO THE START OF GRADINGO.
THESE PLANS ARE FOR BUILDING PERMIT ONLY. A SEPARATE PERMIT SHALL BE
REQUIRED FOR LANDSCAPE ELEMENTS, HARDSCAPE, SWIMMING POOL, SPA,
WATER FEATURES, AND FOUNTAINS. A SEPARATE PERMIT SHALL BE REQUIRED
FOR MECHANICAL, ELECTRICAL, AND PLUMBING. ARCHITECT WILL PROCESS
PLANS THROUGH PLAN CHECK FOR THE BUILDING PERMIT ONLY. THE
CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THE BUILDING PERMIT
ON BEHALF OF THE OWNER.
P.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS. ANY
APPLICATION FORMS OR DRAWINGS REQUIRED FOR SAID PERMITS WILL BE
PREPARED BY THE SUBCONTRACTOR AND REMUNERATION SHALL BE INCLUDED IN
THE BID
Q.
THE HEIGHT OF FENCES AND HEDGES ABOVE THE NATURAL GRADE SHALL NOT
EXCEED 36 INCHES WITHIN THE REQUIRED FRONT YARD AND 6 FEET WITHIN THE
REQUIRED SIDE YARDS AND REAR YARD
R.
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP.
CONSTRUCTION SHALL NOT BE WITHIN 10 FEET OF ANY POWER LINES, WHETHER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND / OR ADDITIONAL EXPENSES
S.
PROVIDE A 42 INCH GUARDRAIL ON TOP OF THE WALL FOR YARD AREAS WHICH
DROP VERTICAL MORE THAN 30 INCHES
T.
POOL ACCESS GATE SHALL BE EQUIPPED WITH SELF-CLOSING, SELF-LATCHING
DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54" ABOVE THE
FLOOR
U.
PINE STREET
ALLEY N
OA
K
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52' - 0"
13
5
'
-
0
"
(E) 4 - UNIT, TWO STORY,
MULTIFAMILY BUILDING.
TYPE VB, NOT
SPRIKLERED
(E) 3 CAR GARAGE TO BE
CONVERTED TO ACCESSORY
DWELLING UNIT. 1 STORY. TYPE
VB. NOT SPRINKLERED
10' - 1 1/2"29' - 6 1/2"12' - 4"
21
'
-
3
3
/
4
"
1'
-
8
"
52' - 0"
ASSUMED
PROPERTY LINE
5'
-
0
"
25
'
-
1
1
1
/
2
"
2% MIN
SLOPE
(E) ACCESSORY
DWELLING UNIT. 1 STORY.
TYPE VB. NOT
SPRINKLERED
FRONT SETBACK
26' - 6"
REAR SETBACK
15' - 0"
SIDE SETBACK
10' - 0"
SIDE SETBACK
6' - 0"
ADU SETBACK
4' - 0"
ADU SETBACK
4' - 0"
ADU SETBACK
4' - 0"
(E) 6'-0" HIGH
CMU WALL
(E) 6'-0" HIGH
CMU WALL
(E) 6'-0" HIGH
WOOD FENCE
(E) 6'-0" HIGH
WOOD FENCE
(E) 8'-0" HIGH STEEL
SECURITY FENCE W/
3'-0" X 7'-0' SECURITY
GATE
(E) 8'-0" HIGH STEEL
SECURITY FENCE W/
3'-0" X 7'-0' SECURITY
GATE
(N) 2'-6" WOOD
FENCE. NO
PILASTERS
(N) 2'-6" WOOD
FENCE. NO
PILASTERS
(E) 6'-0" HIGH
WOOD FENCE
EXISTING
DRIVEWAY
EXISTING LAWN
EXISTING LAWN EXISTING
WALKWAY
EXISTING
WALKWAY
EXISTING
PAVED
WALKWAY
EXISTING
PAVED
WALKWAY
LINE OF SECOND
FLOOR WALL
ABOVE
G
W
(E) GAS METERS
(E) WATER METER
(E) ELECTRICAL
PANEL WITH METERS
(N) CONDENSER FOR
ATTACHED ADU
(E) CONDENSER FOR
DETACHED ADU
(E) SHARED WATER
HEATER TO BE USED
BY NEW ADU IN (E)
MECH ROOM
(N) SCREEN FOR
CONDENSER. 4'-0"
WOOD FENCE ON
WOOD POST WITH 2 -
2'-0" X 4'-0" WOOD
GATES. MATCH
EXISTING WOOD
FENCES ON
PROPERTY IN COLOR
AND STYLE
UNIT B
UNIT A
UNIT E
4' - 0"
25' - 0"
44' - 8 1/2"
25' - 0"
PROVIDE MAX 2'-6"
FENCE HEIGHT AT
CORNER TRIANGLE
25' W X 25' H PER
SAMC 36-45 TO 36-47
PINE STREET
ALLEY N
OA
K
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52' - 0"
135' - 0"
(E) 4 -UNIT, TWO STORY,
MULTIFAMILY BUILDING. TYPE VB,
NOT SPRIKLERED
10' - 1 1/2"29' - 6 1/2"12' - 4"
21' - 3 3/4"
1' - 8"
52' - 0"
ASSUMED
PROPERTY LINE
5' - 0"
25' - 11 1/2"
2% MIN
SLOPE
(E) DETACHED
ACCESSORY DWELLING
UNIT. 1 STORY. TYPE VB.
NOT SPRINKLERED
FRONT SETBACK
26' - 6"
REAR SETBACK
15' - 0"
SIDE SETBACK
10' - 0"
SIDE SETBACK
6' - 0"
ADU SETBACK
4' - 0"
ADU SETBACK
4' - 0"
ADU SETBACK
4' - 0"
(E) 6'-0" HIGH
CMU WALL
(E) 6'-0" HIGH
CMU WALL
(E) 6'-0" HIGH
WOOD FENCE
(E) 6'-0" HIGH
WOOD FENCE
(E) 8'-0" HIGH STEEL
SECURITY FENCE W/
3'-0" X 7'-0' SECURITY
GATE
(E) 8'-0" HIGH STEEL
SECURITY FENCE W/
3'-0" X 7'-0' SECURITY
GATE
(E) 6'-0" HIGH
WOOD FENCE
EXISTING
DRIVEWAY
EXISTING
LAWN
EXISTING LAWN
EXISTING
WALKWAY
EX
I
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WA
L
K
W
A
Y
EXISTING
PAVED
WALKWAY
EXISTING
PAVED
WALKWAY
LINE OF SECOND
FLOOR WALL
ABOVE
G
W
(E) GAS METERS
(E) WATER METER
(E) ELECTRICAL
PANEL WITH METERS
(E) CONDENSER FOR
DETACHED ADU
(E) SHARED WATER
HEATER
UNIT B
UNIT A
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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Checker
2401.00
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PERMIT SET
42
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SCALE: 1/8" = 1'-0"PROPOSED SITE PLAN 1
NOTE:
THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE
FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR
CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT
SCALE: 1" = 10'-0"EXISTING SITE PLAN 2
UP
DN
BEDROOMBEDROOM
LIVING ROOM
BATHBATH
KITCHEN
UNIT B
LIVING
DINING
KITCHEN
BATH
MECH
LAUNDRY
GARAGEGARAGEGARAGE
UNIT A
SCOPE OF PROJECT
209
208
210
202
203
201
207
204
205
211
(E) 3'-0" X 6'-8"
(E
)
3
'
-
0
"
X
6
'
-
8
"
(E) 3'-0" X 6'-8"
LIVING
KITCHENBEDROOM
BEDROOM
BATH
LIVING
BEDROOM
BATHBATH
BEDROOM
KITCHEN
BEDROOM
BATH
BEDROOM
BEDROOM
BATH
STAIRS
BATH
UNIT C
UNIT A
UNIT D
302
311
312
313
303
304
306
305
307
308 309
310
301
(E
)
3
'
-
0
"
X
6
'
-
8
"
(E) 3'-0" X 6'-8"
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PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
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1/4" = 1'-0"
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2
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10' - 10 1/2"37' - 2 1/2"3' - 11"
20' - 11 1/2"
5' - 9"
4' - 2"5' - 1"5' - 1"
6' - 1 3/4"10' - 2"2' - 7"10' - 1 3/8"
5' - 3 1/4"23' - 8 7/8"
10' - 9 1/2"
10' - 2"
EXISTING
LAUNDRY
EXISTING
MECH
EQ
EQ
EQ
EQ
31"
15"
15"
2' - 0"7'-0" HDR.
3' - 0" CLR. MIN.
1' - 8"
1' - 8"
BEDROOM 1
104
BEDROOM 2
105
LIVING /
KITCHEN
102 BATHROOM
103
SCM
36" REF
SS101
102 103
104
106
105
101 102
103
67
6 6
13
13
13
13
14
14
15
24
37
13
EGRESS
20 20
EGRESS
37
FOR (E) 3.5" CONCRETE
SLABS, INSTALL A
LAYER OF REDGARD
WATERPROOFING
FLUID APPLIED VAPOR
BARRIER. INSTALL PER
MANUFACTURER'S
SPECIFICATIONS. ESR
1413
33
DW
17 18
ADU SETBACK
4' - 0"
2
A-6.1
2
A-6.1
1
A-6.1
HALL
101
1 1/2"3' - 0"
WOOD FLOOR
8'-0' CLG
221.15 SF
WINDOW 103
11.00 / 221.15 x 100 = 4.9% VENT
17.78 / 221.15 X 100 = 8.0% LIGHT
WOOD FLOOR
8'-0' CLG
100.42 SF
WINDOW 101
10.00 / 100.42 x 100 = 9.96% VENT
17.78 / 100.42 X 100 = 17.70% LIGHT
5' - 0"3 1/2"
PROVIDE FURRING WALL
AT PLUMBING WALL. NO
PENETRATIONS AT 1HR
WALL.
27
38
36" RANGE
3' - 0"
107
(E) SHARED WATER
HEATER TO BE USED
BY NEW ADU
(N)
CONDESER
LOCATION
UNIT #E
WOOD FLOOR
8'-0' CLG
100.83 SF
WINDOW 102
10.00 / 100.83 x 100 = 9.92% VENT
17.78 / 100.83 X 100 = 17.63% LIGHT
PROVIDE BACKING FOR
FLOOR MOUNTED GRAB
BAR
FLOOR PLAN KEY NOTES
1 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON ALL GARAGE WALLS, CEILINGS, POSTS,
ANS SUPPORTING BEAMS, AND SHALL EXTEND FROM THE GARAGE CONCRETE
SLAB TO THE CEILING
2 GARAGE DOOR OPENER: PUSH BUTTON SHALL BE PRE-WIRED BEFORE GYPSUM
BOARD IS INSTALLED
3 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS IN ENCLOSED
USEABLE SPACE UNDER STAIRS
4 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS OF SHAFT
ENCLOSURES
5 PROVIDE SELF-CLOSING, SELF-LATCHING DEVICE ON 20 MINUTE FIRE RATED
DOOR, SEE DOOR SCHEDULE
6 PROVIDE STATE FIRE MARSHALL APPROVED SMOKE ALARMS (DETECTORS) AS
SHOWN ON THE PLANS AND ACCORDING TO SECTION R314.4 OF THE 2016 CRC.
ALARMS SHALL BE HARD WIRED TO SEPARATE CIRCUITS WITH BATTERY BACK UP
FOR NEW CONSTRUCTION (907.2.11.4). IN EXISTING SFD, SMOKE DETECTOR MAY
BE BATTERY OPERATED. ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM
AND CENTRALLY LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING
ROOMS, WHEN SLEEPING ROOMS ARE ON AN UPPER LEVEL, A SMOKE ALARM
SHALL BE LOCATED IN CLOSE PROXIMITY TO STAIRWAYS. ALARMS SHALL BE
AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING WHICH THEY SERVE. ALARMS
SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL OF THE ALARMS.
7 PROVIDE STATE MARSHALL APPROVED CARBON MONOXIDE ALARMS AS SHOWN
ON PLANS AND ACCORDING TO SECTION R315 OF THE 2016 CRC. ALARMS SHALL
BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL
BURNING APPLIANCES ARE INSTALLED, INCLUDING FIRE PLACES, AND IN
DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARMS
SHELL BE PROVIDED IN EACH SLEEPING AREA, IMMEDIATELY OUTSIDE EACH
SLEEPING AREA, AND ON EVERY LEVEL OF THE DWELLING UNIT, INCLUDING
BASEMENTS. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH
A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATED ALL OF THE
ALARMS IN THE DWELLING.
8 30" X 30" ROOF ACCESS, SEE DETAILS
9 30" X 30" ATTIC ACCESS, SEE DETAILS
10 30" X 54" ACCESS WITH PULL-DOWN LADDER, SEE DETAILS
11 CRAWLSPACE (UNDERFLOOR) ACCESS, SEE DETAILS
12 6" X 14" UNDERFLOOR SCREENED VENT, SEE EXTERIOR ELEVATIONS AND DETAILS
13 BUILT-IN CABINETRY
14 CLOSET MILLWORK, SEE DETAILS FOR LEVELS A, B, C, D, AND E
15 BATHROOM EXHAUST FAN CAPABLE OF PROVIDING THE MINIMUM RATE OF 50
CUBIC FEET PER MINUTE (12 L/s) CONTINOUS VENTILATION PER SECTION R303.3
OF THE 2016 CRC. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED
FDIRECTLY TO THE OUTSIDE. EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT. ROOMS CONTAINING BATHTUBS, SHOWER, SPAS, AND SIMILAR
BATHINGFIXTURES, SHALL BE MECHANICALLY VENTILATED. SEPARATE
MECHANICAL PERMIT MAY BE REQUIRED (1203.5.2.1)
16 PRE-FABRICATED FIREPLACE UNIT: FMI MODEL DVF42NH, DIRECT VENT SEALED
COMBUSTION (PFS REPROT #09-95: ANSI STANDARD Z21 .50b-2009 VENTED GAS
FIREPLACES CSA 2.22b-2009), WITH HERRINGBONE BRICK PATTERNS. PROVIDE
UNIT CONTROLS AND VENTING SYSTEMS PER MANUFACTURER'S
RECOMMENDATIONS, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
17 WASHER: PROVIDE RECESSED HOT AND COLD WATER DRAIN STAND PIPE, AND
FLOOR DRAIN UNDER WASHER
18 DRYER: PROVIDE WEATHER HOOD VENT WITH DAMPER TO OUTSIDE AIR AT ROOF.
VENT DUCT SHALL BE MINIMUM 4" DIAMETER, SMOOTH GALVANIZED METAL,
LIMITED TO TWO (2) 14'-0" LEGNTH WITH TWO (2) ELBOWS, SEE MECHANICAL
PLANS.
19 GAS METER. PROVIDE EARTHQUAKE VALVE
20 MINI SPLIT REGISTER WITH ELECTRIC HEAT PUMP. SEE TITLE 24. HEATER
CAPABLE OF MAINTAINING A MIN. ROOM TEMPERATURE OF 68 DEG. F AT A POINT 3
FEET ABV THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE
ROOMS AT TE DESIGN TEMPERATURE
21 ELECTRICAL PANEL, SEE ELECTRICAL PLANS
22 PHONE PANEL: ALL LINES TO BE HOME RUNS, SEE ELECTRICAL AND A/V PLAN
23 HEAT PUMP WATER HEATER. PROVIDE REQUIRED STRAPPING AND ENCLOSURE.
SEE TITLE 24 DRAWINGS
24 TUB / SHOWER WITH TILE / STONE FINISH ON WALLS, FLOORS TO CELING, SEE
INTERIOR ELEVATIONS
25 SHOWER WITH TILE / STONE FINISH ON WALLS, FLOOR TO CEILING, SEE INTERIOR
ELEVATIONS
26 FRAMELESS 3/8" THICK TEMPERED GLASS ENCLOSURE WITH SET-IN GLAZING
CHANNEL, SEE SPECS AND INTERIOR ELEVATIONS
27 SOAP / SHAMPOO NICHE, SEE DETAILS AND INTERIOR ELEVATIONS FOR SIZE
28 WATER METER LOCATION
29 PROVIDE 30" X 24" WATER CLOSET CLEARANCE
30 "INSTA-HOT" DISPENSER AND WATER FILTRATION SYSTEM, VERIFY WITH OWNER
31 PROVIDE PURIFIED COLD WATER SUPPLY LINE TO ICE-MAKER WITH RECESSED
SHUT-OFF VALVE, VERIFY WITH MANUFACTURER
32 LINE OF EXHAUST HOOD ABOVE, VENT TO OUTSIDE AIR WITH REMOTE EXHAUST
FANS. VERIFY VENTING REQUIREMENTS WITH MECHNAICAL PLANS AND
MANUFACTURER'S RECOMMENDATIONS.
33 HOSE BIBB IN RECESSED ENCLOSURE, FIXTURE TO MATCH WINDOW / DOOR
FRAME FINISH. COORDINATE LOCATIONS WITH ARCHITECT.
36 ELECTRIC VEHICLE CHARGING STATION, INSTALL CONDUIT AND ELECTRICAL
PANEL CAPACITY FOR FUTURE VEHICLE PARKING FOR AT LEAST 3% OF THE
TOTAL PARKING SPACES BUT NOT LESS THAN ONE. (4.107 AND A5.106.5.33)
34 GUARDRAIL, 42" ABOVE FINISH FLOOR
35 HANDRAIL, 34-38" ABOVE FINISH FLOOR WITH 1 1/2" - 2" HANDGRIP, SEE DETAILS
SHEET A-9.5
FLOOR PLAN NOTES
VERIFY ALL EXISTING CONDITIONS AND INFORM ARCHITECT OF ANY
DISCREPANCIES
B
DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS AS SHOWNA
CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS OR INFORMATIONC
ALL DIMENSIONS ARE TO FACE OF CONCRETE OR FACE OF STUDD
INSULATION: PROVIDE R-19 MIN. AT ALL EXTERIOR WALLS, INCLUDING GARAGE.
PROVIDE R-30 INSULATION IN ATTIC SPACES. PROVIDE R-19 INSULATION AT ALL
INTERIOR WALLS. PROVIDE R-30 INSULATION AT ALL FLOOR FRAMING. SEE TITLE
24 FOR ADDITIONAL REQUIREMENTS. PROVIDE INSULATION AROUND PLUMBING
PIPES AND HVAC DUCTS, SEE MECHANICAL AND PLUMBING PLANS FOR
ADDITIONAL REQUIREMENTS
E
ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCIES. ALL REQUIRED FURRING, SOFFITS, VOLUME CEILINGS AND
NON-STRUCTURAL FRAMING SHALL BE INCLUDED IN BID
F
REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS, AND INTERIOR
ELEVATIONS FOR VOLUME CEILINGS
G
ALL EXTERIOR STUDS SHALL BE 2X4 FRAMING OR MULTIPLE ROWS OF 2X4
FRAMING UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS SHALL BE 2X4
FRAMING UNLESS OTHERWISE NOTED. SPACING AND SPECIFICATION ARE PER
STRUCTURAL
H
PROVIDE DRAFT STOPS AS REQUIRED IN SECTION R302.11 OF THE 2011 CRC OR
CURRENT BUILDING CODE: ENCLOSED SPACES IN STUD WALLS, PARTITIONS, AND
FURRED WALLS SHALL HAVE FIRE STOPS AT TOP AND BOTTOM AND AT MID POINT
IN WALLS MORE THAN 10 FEET HIGH
I
CONTRACTOR SHALL PROVIDE ALL REQUIRED SHIMMING SO THAT FINISH FLOOR
MATERIALS ALIGN AT THE SAME ELEVATION, UNLESS OTHERWISE NOTED
J
CONTRACTOR SHALL COORDINATE ALL WINDOW AND DOOR ROUGH OPENING
WITH MANUFACTURER
K
PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS ACCORDING TO SECTION
R310 OF THE 2011 CRC: MINIMUM 24 INCHES CLEAR HEIGHT, 20 INCHES CLEAR
WIDTH; 5.7 SQ. FT. MINIMUM AREA (5.0 SQ. FT. AT GRADE), AND 44 INCHES
MAXIMUM TO WINDOW SILL
L
FOR ALL PLUMBING FIXTURES AND APPLIANCES VERIFY WITH INTERIOR DESIGNERM
PROVIDE A WHOLE-HOUSE VENTILATION SYSTEM FOR ALL HABITABLE SPACESN
37 PROVIDE A SMOOTH LANDING WITH A MINIMUM 36" LENGTH IN THE DIRECTION OF
TRAVEL.
38 MEDICINE CABINET
NEW WALL
EXISTING WALL
WALL LEGEND
DEMO WALL
1-HR RATED WALL
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COLUMNS TO REMAINBEAM TO REMAIN
GARAGE GARAGE GARAGE
COLUMN TO REMAIN
COLUMN TO REMAIN
REMOVE EXISTING WALL
LOCATION OF (N) WINDOW
REMOVE (E) GARAGE DOORS
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10' - 10 1/2"37' - 2 1/2"3' - 11"
2
A-6.1
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A-6.1
DEMOLITION FLOOR PLAN NOTES
CONTRACTOR NOTE: BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT
AND CAREFULLY EXAMINE THE AREA AFFECTED BY THIS WORK TO FAMILIARIZE
THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL
ATTEND THE EXECUTION OF THIS WORK. SUBMISSIONS OF A PROPOSAL WILL BE
CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE IN AN
ATTEMPT TO OBSERVE DIFFICULTIES THAT WOULD BE ENCOUNTERED ONLY IF
SUCH AN EXAMINATION HAD BEEN MADE.
A.
CONTRACTOR SHALL TAKE ALL PRECAUTIONS DURING DEMOLITION WORK SO AS
NOT TO CAUSE ANY DAMAGE TO EXISTING WORK TO REMAIN.
B.
BEFORE ANY REMOVAL WORK IS STARTED, ELECTRICAL CONTRACTOR SHALL
VERIFY THAT SERVICE HAS BEEN CUT TO THAT AREA EXCEPT AS NOTED BELOW.
C.
CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE MECHANICAL
AND ELECTRICAL SUBCONTRACTORS BEFORE WORK IS STARTED.
D.
REMOVE EXISTING PARTITIONS WHERE INDICATED ON PLANS AND REQUIRED BY
FIELD CONDITIONS.
E.
CONTRACTOR NOTE THAT ALL EXISTING CARPETING, BASE AND ALL OTHER
FINISHES ARE TO BE REMOVED, UNLESS OTHERWISE NOTED.
F.
CONTRACTOR SHALL REMOVE ALL DEBRIS FROM BUILDING AND SITE AT THE END
OF EACH DAY. ACCUMULATION OF RUBBISH SHALL NOT BE PERMITTED.
SPRINKLE ALL WORK TO LAY OUT SO IT DOES NOT BECOME A NUISANCE TO
OTHERS AT WORK.
G.
AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION WORK OR
STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANY REQUIRED MEANS OF
EGRESS OR CAUSE A HAZARDOUS CONDITION.
H.
CONTRACTOR NOTE THAT ACOUSTIC TILE AND GRID CEILING IS TO REMAIN
UNLESS OTHERWISE NOTED OR REQUIRED BY THESE DRAWINGS, CEILING LIGHTS,
DIFFUSERS, TILE, ETC., WILL BE MODIFIED OR ALTERED AS REQUIRED BY NEW
FLOOR PLAN. ALL COMPONENTS IN ACCEPTABLE CONDITION ARE TO BE REUSED.
I.
MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT THE BUILDING
DURING DEMOLITION WORK, AS WELL AS RECONSTRUCTION WORK. PROVIDE ALL
NECESSARY TEMPORARY LIGHTING, PARTITIONS, DUST COVERS, DROP COVERS,
ETC.
J.
COORDINATE WITH CONTRACTOR FOR DEMOLITION WORK AND DISCONNECT LINE
END OF CONDUCTORS WHICH ARE DIRECTLY AFFECTED BY DEMOLITION OR
WHICH FEED EQUIPMENT.
K.
CUT, CAP AND FLUSH ALL ABANDONED STUBS, AND PROVIDE REQUIRED
PATCHING. PROVIDE ABANDONED OUTLETS WITH BLANK COVER.
L.
PROVIDE BOX AND SPLICE WIRES WHERE IT IS REQUIRED TO MAINTAIN
CONTINUITY OF CIRCUITS OR REMOVE WIRING AND SPLICE WIRE AT NEAREST
ACTIVE BOX FROM OUTLETS WHICH HAVE BEEN TERMINATED.
M.
COORDINATE ALL WORK, SCHEDULING, ETC., WITH BUILDING OWNER.N.
INCLUDE IN BID ALL DEMOLITION WORK AS REQUIRED TO COMPLETE ALL NEW
WORK AS DELINEATED BY ARCHITECTURAL AND ENGINEERING DRAWINGS
WHETHER SHOWN ON DRAWINGS OR NOT I.E.; COORDINATION OF ALL
SUBCONTRACTORS WORK, ELECTRICAL, PLUMBING, HVAC, CUTTING, PATCHING,
ETC.
O.
CUT ALL EXISTING WALLS/PARTITIONS ETC., AS REQUIRED FOR ALL ELECTRICAL,
HVAC, PLUMBING AND SPRINKLER WORK, INCLUDE ALL PATCHING AND
REFINISHING.
P.
CONTRACTOR IS TO REMOVE ALL MISCELLANEOUS ATTACHED ITEMS, BOARDS,
SCREENS, TV'S, ETC. VERIFY DISPOSITION WITH OWNER AND EITHER RETURN TO
OWNER OR DISCARD.
Q.
WHERE ATHC IS TO BE REMOVED: REMOVE ANY AND ALL GYPSUM BOARD
CEILINGS, AND/ OR SOFFITS, IN THE AFFECTED AREA.
R.
ANY STAIR REMOVAL NOTES APPLY TO ENTIRE STAIR TO ITS TERMINATION, I.E.; AT
ROOF OR AT SECOND FLOOR), WHETHER STATED OR NOT.
S.
ALL EXISTING POKE-THROUGH FITTINGS NOT BEING REUSED SHALL BE REMOVED.
ALL CORE-DRILLED HOLES SHALL BE PATCHED. INSTALL NEW METAL DECKING,
TACK WELD TO UNDERSIDE OF EXISTING DECK, POUR CONCRETE TO FINISH
FLUSH WITH EXISTING CONCRETE FLOOR SLAB.
T.
SEE CONSTRUCTION PLANS & FURNITURE/ELECTRICAL PLANS FOR NEW
POKE-THROUGH LOCATIONS.
U.
PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THAT ALL
WALLS AND SOFFITS TO BE REMOVED DO NOT CONTAIN PLUMBING OR
ELECTRICAL RUNS FROM ABOVE OR BELOW.
V.
TYPE X 5/8"
GYPSUM
BOARD.
MIN 1-HR EXTERIOR WALL
PER 15-1.3 AND 15-1.15 FROM
TABLE 721.1(2) OF CRC
BATT
INSULATION
2X4 #1 DF STUD
SHEATHING
PER
STRUCTURAL
MIN. 7/8" CEMENT
STUCCO
PLASTER.
2" × 4" wood studs 16" on center with 7/8" cement plaster
(measured from the face of studs) on the exterior surface with
interior surface treatment as required for interior wood stud
partitions in this table. Plaster mix 1:4 for scratch coat and 1:5
for brown coat, by volume, cement to sand.
2" × 4" wood studs at 16" with double top plates, single
bottom plate; interior and exterior sides covered with 5/8"
Type X gypsum wallboard and sheathing, respectively, 4'
wide, applied horizontally or vertically with vertical joints over
studs, and fastened with 21/4" Type S drywall screws, spaced
12" on center. Cavity to be filled with 31/2" mineral wool
insulation.
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PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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SCALE: 3/8" = 1'-0"PROPOSED FLOOR PLAN 1
SCALE: 3/8" = 1'-0"DEMOLITION PLAN 2
SCALE: 1 1/2" = 1'-0"1HR WALL 3
AGE IN PLACE NOTES:
DOORBELL BUTTONS - DOORBELL BUTTONS OR CONTROLS,
WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES (1219.2 MM)
ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE
TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE
DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES
ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES (1219.2
MM) MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A
STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE
PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES (1219.2
MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM
THE TOP OF THE DOORBELL BUTTON OR CONTROL. (CRC
R327.1.4)
AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE
PROVIDED WITH REINFORCEMENT INSTALLED IN
ACCORDANCE WITH CRC R327.1.
• REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER
CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING
AGENCY.
• REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51
MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38
MM BY 184 MM) ACTUAL DIMENSION] OR OTHER
CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND
LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED
BETWEEN 32 INCHES (812.8 MM) AND 391/4 INCHES (997 MM)
ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL
FRAMING.
• WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON
BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND
THE BACK WALL.
• SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE
WALL FRAMING IS PROVIDED.
• BATHTUB AND COMBINATION BATHTUB/SHOWER
REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF
THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK
WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE
PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN
6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM.
O EXCEPTIONS:
O WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO
A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR,
THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION
OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE
GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING
AGENCY.
O REINFORCEMENT SHALL NOT BE REQUIRED IN WALL
FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND
BATHTUB WALL PANELS WITH INTEGRAL FACTORY- INSTALLED
GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT
FOR GRAB BARS IS PROVIDED.
O SHOWER ENCLOSURES THAT DO NOT PERMIT
INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS
SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR
INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN
ALTERNATE METHOD IS APPROVED BY THE ENFORCING
AGENCY.
O BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE
WALL PANELS DO NOT PERMIT THE INSTALLATION OF
REINFORCEMENT SHALL BE PERMITTED, PROVIDED
REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED
GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE
METHOD IS APPROVED BY THE ENFORCING AGENCY.
O REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED
FOR BATHTUBS AND WATER CLOSETS INSTALLED ON
CONCRETE SLAB FLOORS.
DOOR & WINDOW SCHEDULE NOTES
ALL GLAZING SHALL BE SPECIFIED PER TITLE 24 UNLESS OTHERWISE NOTED.
PROVIDE SAMPLE FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER
A.
WHERE REQUIRED BY CODE, ALL EXTERIOR AND INTERIOR GLAZING SHALL BE
TEMPERED UNLESS OTHERWISE NOTED, SEE GLAZING REQUIREMENTS ON SHEET
A-1.0
B.
ALIGN TOPS OF WINDOWS WITH TOPS OF DOORS IN A LEVEL PLANE ABOVE FINISH
FLOOR UNLESS OTHERWISE NOTED
C.
CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENING
DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING
D.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL DOOR AND WINDOW UNITS,
SYSTEMS, AND ASSEMBLIES WITH FIELD VERIFIED DIMENSIONS FOR ARCHITECT
AND OWNER APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL REVIEW
AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHTIECT AND
OWNER
E.
SEE SHEET A-1.0 FOR SECURITY REQUIREMENTSF.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH SECURITY DEVICESG.
ALL FRAMES TO MATCH CORRESPONDING WINDOW AND DOOR FINISH UNLESS
OTHERWISE NOTED
H.
SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW AND DOOR SWING DIRECTIONI.
ALL DOORS TO INTERIOR ACCESSIBLE ROOMS SHALL BE A MINIMUM 32" IN CLEAR
WIDTH
J.
ALL REQUIRED EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET
CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR
OPENEABLE HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR
OPENABLE WIDTH DIMENSION SHALL BE 20". WHEN WINDOWS ARE PROVIDED AS
A MEANS OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NOT
MORE THAN 44" ABOVE FINISH FLOOR
K.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH INTEGRAL ROLL DOWN
INSECT SCREENS UNLESS OTHERWISE NOTED
L.
INTERIOR DOORS SHALL HAVE A CLEARANCE NOT MORE THAN 3/8" ABOVE FINISH
FLOOR
M.
ALL EXTERIOR METAL THRESHOLD FINISHES SHALL MATCH HARDWARE UNLESS
OTHERWISE NOTED
N.
ALL WOOD DOORS SHALL BE SOLID WOOD UNLESS OTHERWISE NOTEDO.
ALL DOORS SHALL HAVE A MINIMUM OF 3 HINGES PER LEAF UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL PROVIDE TEMPORARY HINGES AS REQUIRED.
VERIFY FINISH AND HARDWARE SPECIFICATIONS WITH INTERIOR DESIGNER
P.
PROVIDE WINDOW, DOOR, AND HARDWARE SAMPLE MOCK-UPS FOR REVIEW AND
APPROVAL BY ARCHITECT AND OWNER PRIOR TO PURCHASE OR FABRICATION
Q.
ALL WINDOWS AND DOORS SHALL MEET OR EXCEED MILLWORKS, ETC. WINDOW
AND DOORS OR APPROVED EQUAL. PROVIDE MOCK-UP SAMPLES FOR ARCHITECT
AND OWNER REVIEW AND APPROVAL
R.
ALL WINDOW AND DOOR FINISHES SHALL BE APPROVED BY ARCHITECT AND
OWNER
S.
ARCHITECTURAL ELECTRICAL
AND LIGHTING SYMBOLS
SYMBOL DESCRIPTION
RECESSED DOWNLIGHT
RECESSED DOWNLIGHT - WATER PROOF
S
CM
D
WP
SURFACE MOUNTED LIGHT
PENDANT LIGHT
CEILING MOUNTED LIGHT - CHANDELIER
WP
SCONCE
EXTERIOR SCONCE
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXHAUST FAN
GFCI
WP
OUTLET
OUTLET - HALF HOT
OUTLET - GROUND FAULT CIRCUIT INTERRUPTOR
OUTLET - EXTERIOR WATER PROOF
S
S 3
SWITCH
SWITCH - 3 WAY
S DIM SWITCH - DIMMER
GARBAGE DISPOSAL
TELEPHONE
TV
DATA
SURFACE MOUNTED FLUORESCENT LIGHT
RECESSED PIN LIGHTP
S D SWITCH - DOOR ACTIVATED
DOORBELL
EXTERIOR SWING
A
LINE OF FINISH FLOOR
INTERIOR SWING
C
CLOSET SLIDER
D
HEAD HEIGHT
6' - 8"
3' - 0"2' - 8"4' - 0"
FRAMELESS
SHOWER DOOR
E
2' - 8"
4"
INTERIOR SWING
B
3' - 0"
SLIDER
A
LINE OF
FINISH FLOOR
SLIDER
B
HEAD HEIGHT
6' - 8"
10.00 SF OPENABLE AREA
15.88 SF GLAZING
2' - 8"
4' - 0"
2' - 6"2' - 6"
5' - 0"
3' - 0"
3' - 8"
3' - 0"3' - 0"
6' - 0"
11.00 SF OPENABLE AREA
17.78 SF GLAZING
SLIDER
C
2' - 2"
4' - 6"
6' - 0"
SLIDER
D
3' - 4"
3' - 4"
6' - 0"
SLIDER
E
3' - 8"
3' - 0"
6' - 0"
SLIDER
F
3' - 4"
3' - 4"
5' - 4"
SLIDER
G
1' - 8"
5' - 0"
4' - 0"
SLIDER
H
2' - 2"
4' - 6"
4' - 0"
SLIDER
I
4' - 2"
2' - 6"
4' - 0"
SLIDER
J
3' - 8"
3' - 0"
3' - 0"
SCM
SS
TO
MOTION
SENSOR
WP
GF
C
I
GFCIGFCI
GF
C
I
S
S
S
S
S S
S
S
5' - 9"5' - 9"5' - 9"
EQ
EQ
WP
ELEC RANGE
MAX 48" A.F.F TO TOP OF DOORBELL ASSEMBLY PER R327.1.4
GF
C
I
GF
C
I
2' - 4"
3' - 6"
2' - 9 1/2"
1' - 0"
2' - 0"11"
6 1/2"
LEVEL 1 SUB
LEVEL 2 SUB
T.O. PLATE MULTIFAMILTY
37.21'
3'
3'6'
6.67'
ELEVATION AREA = 37.21 X 18 = 669.78
UNPROTECTED OPENINGS = 20.01 + 20.00 + 20.00 + 9.00 + 40.02 = 109.03
109.03 / 669.78 X 100 = 17%
17% < 45% PER CRC TABLE 708.5
20.01 20.00 20.00
9.00 40.02
2
A-6.1
2
A-6.1
4'
5'
4'
5'6.67'
3'
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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A-4.1
ELEC PLAN AND
SCHEDULES
Checker
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PERMIT SET
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DOOR SCHEDULE
ID ROOM # ROOM NAME TYPE SIZE MAT'L FINISH GLAZING HARDWARE REMARKS
WIDTH HEIGHT THICKNESS
LEVEL 1 FF
101 101 HALL A 3' - 0" 6' - 8" 0' - 1 3/8" SOLID WOOD PAINTED MORTISE LOCK
102 104 BEDROOM 1 C 2' - 8" 6' - 8" 0' - 1 3/8" HOLLOW CORE WOOD PAINTED PRIVACY
103 105 BEDROOM 2 C 2' - 8" 6' - 8" 0' - 1 3/8" HOLLOW CORE WOOD PAINTED PRIVACY
104 103 BATHROOM B 3' - 0" 6' - 8" 0' - 1 3/8" HOLLOW CORE WOOD PAINTED PRIVACY
105 104 BEDROOM 1 D 4' - 0" 6' - 8" 0' - 1 3/8" HOLLOW CORE WOOD PAINTED PULL
106 105 BEDROOM 2 D 4' - 0" 6' - 8" 0' - 1 3/8" HOLLOW CORE WOOD PAINTED PULL
107 103 BATHROOM E 2' - 8" 6' - 4" 0' - 1"GLASS PULL TEMPERED
ADU WINDOW SCHDULE
ID TYPE ROOM
#
ROOM NAME SASH SIZE SILL
HEIGHT
HEAD
HEIGHT MAT'L FINISH SCREENS HARDWARE GLAZING U FACTOR SHGC REMARKSW H
101 A 104 BEDROOM 1 5' - 0" 4' - 0" 2' - 8" 6' - 8" VINYL PREFINISHED YES .30 .23 EGRESS
102 A 105 BEDROOM 2 5' - 0" 4' - 0" 2' - 8" 6' - 8" VINYL PREFINISHED YES .30 .23 EGRESS
103 B 102 LIVING / KITCHEN 6' - 0" 3' - 8" 3' - 0" 6' - 8" VINYL PREFINISHED YES TEMPERED .30 .23
SCALE: 3/8" = 1'-0"ELECTRICAL PLAN 1
SCALE: 1/4" = 1'-0"MULTIFAMILY ELEVATION 2
MULTIFAMILY WINDOW SCHDULE
ID TYPE SASH SIZE SILL
HEIGHT
HEAD
HEIGHT MAT'L FINISH SCREENS HARDWARE GLAZING U FACTOR SHGC REMARKSW H
201 J 3' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
202 J 3' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
203 D 6' - 0" 3' - 4" 3' - 8" 7' - 0" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
204 C 6' - 0" 4' - 6" 2' - 2" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
205 I 4' - 0" 2' - 6" 4' - 2" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
206 I 4' - 0" 2' - 6" 3' - 0" 5' - 6" VINYL PREFINISHED WHITE YES 0.32 0.23
207 C 6' - 0" 4' - 6" 2' - 2" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
208 H 4' - 0" 4' - 6" 2' - 2" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
209 H 4' - 0" 4' - 6" 2' - 2" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
210 G 4' - 0" 5' - 0" 2' - 2" 7' - 2" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
211 E 6' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23 TEMPERED
301 J 3' - 0" 3' - 0" 5' - 0" 8' - 0" VINYL PREFINISHED WHITE YES 0.32 0.23
302 J 3' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
303 D 6' - 0" 3' - 4" 3' - 0" 6' - 4" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
304 F 5' - 4" 3' - 4" 3' - 0" 6' - 4" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
305 J 3' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
306 J 3' - 0" 3' - 0" 3' - 8" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23
307 D 6' - 0" 3' - 4" 3' - 4" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
308 D 6' - 0" 3' - 4" 3' - 4" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
309 D 6' - 0" 3' - 4" 3' - 4" 6' - 8" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
310 H 4' - 0" 4' - 6" 2' - 5" 6' - 11" VINYL PREFINISHED WHITE YES 0.32 0.23
311 H 4' - 0" 4' - 6" 2' - 5" 6' - 11" VINYL PREFINISHED WHITE YES 0.32 0.23
312 G 4' - 0" 5' - 0" 2' - 5" 7' - 5" VINYL PREFINISHED WHITE YES 0.32 0.23 EGRESS
313 E 6' - 0" 3' - 0" 3' - 11" 6' - 11" VINYL PREFINISHED WHITE YES 0.32 0.23 TEMPERED
DEMOLITION FLOOR PLAN NOTES
CONTRACTOR NOTE: BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT
AND CAREFULLY EXAMINE THE AREA AFFECTED BY THIS WORK TO FAMILIARIZE
THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL
ATTEND THE EXECUTION OF THIS WORK. SUBMISSIONS OF A PROPOSAL WILL BE
CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE IN AN
ATTEMPT TO OBSERVE DIFFICULTIES THAT WOULD BE ENCOUNTERED ONLY IF
SUCH AN EXAMINATION HAD BEEN MADE.
A.
CONTRACTOR SHALL TAKE ALL PRECAUTIONS DURING DEMOLITION WORK SO AS
NOT TO CAUSE ANY DAMAGE TO EXISTING WORK TO REMAIN.
B.
BEFORE ANY REMOVAL WORK IS STARTED, ELECTRICAL CONTRACTOR SHALL
VERIFY THAT SERVICE HAS BEEN CUT TO THAT AREA EXCEPT AS NOTED BELOW.
C.
CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE MECHANICAL
AND ELECTRICAL SUBCONTRACTORS BEFORE WORK IS STARTED.
D.
REMOVE EXISTING PARTITIONS WHERE INDICATED ON PLANS AND REQUIRED BY
FIELD CONDITIONS.
E.
CONTRACTOR NOTE THAT ALL EXISTING CARPETING, BASE AND ALL OTHER
FINISHES ARE TO BE REMOVED, UNLESS OTHERWISE NOTED.
F.
CONTRACTOR SHALL REMOVE ALL DEBRIS FROM BUILDING AND SITE AT THE END
OF EACH DAY. ACCUMULATION OF RUBBISH SHALL NOT BE PERMITTED.
SPRINKLE ALL WORK TO LAY OUT SO IT DOES NOT BECOME A NUISANCE TO
OTHERS AT WORK.
G.
AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION WORK OR
STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANY REQUIRED MEANS OF
EGRESS OR CAUSE A HAZARDOUS CONDITION.
H.
CONTRACTOR NOTE THAT ACOUSTIC TILE AND GRID CEILING IS TO REMAIN
UNLESS OTHERWISE NOTED OR REQUIRED BY THESE DRAWINGS, CEILING LIGHTS,
DIFFUSERS, TILE, ETC., WILL BE MODIFIED OR ALTERED AS REQUIRED BY NEW
FLOOR PLAN. ALL COMPONENTS IN ACCEPTABLE CONDITION ARE TO BE REUSED.
I.
MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT THE BUILDING
DURING DEMOLITION WORK, AS WELL AS RECONSTRUCTION WORK. PROVIDE ALL
NECESSARY TEMPORARY LIGHTING, PARTITIONS, DUST COVERS, DROP COVERS,
ETC.
J.
COORDINATE WITH CONTRACTOR FOR DEMOLITION WORK AND DISCONNECT LINE
END OF CONDUCTORS WHICH ARE DIRECTLY AFFECTED BY DEMOLITION OR
WHICH FEED EQUIPMENT.
K.
CUT, CAP AND FLUSH ALL ABANDONED STUBS, AND PROVIDE REQUIRED
PATCHING. PROVIDE ABANDONED OUTLETS WITH BLANK COVER.
L.
PROVIDE BOX AND SPLICE WIRES WHERE IT IS REQUIRED TO MAINTAIN
CONTINUITY OF CIRCUITS OR REMOVE WIRING AND SPLICE WIRE AT NEAREST
ACTIVE BOX FROM OUTLETS WHICH HAVE BEEN TERMINATED.
M.
COORDINATE ALL WORK, SCHEDULING, ETC., WITH BUILDING OWNER.N.
INCLUDE IN BID ALL DEMOLITION WORK AS REQUIRED TO COMPLETE ALL NEW
WORK AS DELINEATED BY ARCHITECTURAL AND ENGINEERING DRAWINGS
WHETHER SHOWN ON DRAWINGS OR NOT I.E.; COORDINATION OF ALL
SUBCONTRACTORS WORK, ELECTRICAL, PLUMBING, HVAC, CUTTING, PATCHING,
ETC.
O.
CUT ALL EXISTING WALLS/PARTITIONS ETC., AS REQUIRED FOR ALL ELECTRICAL,
HVAC, PLUMBING AND SPRINKLER WORK, INCLUDE ALL PATCHING AND
REFINISHING.
P.
CONTRACTOR IS TO REMOVE ALL MISCELLANEOUS ATTACHED ITEMS, BOARDS,
SCREENS, TV'S, ETC. VERIFY DISPOSITION WITH OWNER AND EITHER RETURN TO
OWNER OR DISCARD.
Q.
WHERE ATHC IS TO BE REMOVED: REMOVE ANY AND ALL GYPSUM BOARD
CEILINGS, AND/ OR SOFFITS, IN THE AFFECTED AREA.
R.
ANY STAIR REMOVAL NOTES APPLY TO ENTIRE STAIR TO ITS TERMINATION, I.E.; AT
ROOF OR AT SECOND FLOOR), WHETHER STATED OR NOT.
S.
ALL EXISTING POKE-THROUGH FITTINGS NOT BEING REUSED SHALL BE REMOVED.
ALL CORE-DRILLED HOLES SHALL BE PATCHED. INSTALL NEW METAL DECKING,
TACK WELD TO UNDERSIDE OF EXISTING DECK, POUR CONCRETE TO FINISH
FLUSH WITH EXISTING CONCRETE FLOOR SLAB.
T.
SEE CONSTRUCTION PLANS & FURNITURE/ELECTRICAL PLANS FOR NEW
POKE-THROUGH LOCATIONS.
U.
PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THAT ALL
WALLS AND SOFFITS TO BE REMOVED DO NOT CONTAIN PLUMBING OR
ELECTRICAL RUNS FROM ABOVE OR BELOW.
V.
2%
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6" / 12"
2%2%
CRICKET
NO ROOF CHANGES.
EXISTING ROOF PLAN IS
FOR REFERENCE ONLY
2%
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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ROOF PLANS
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ELEVATION KEY NOTES
1 CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
2 FIBER CEMENT PANELS
3 STONE, SEE SPECIFICATION
4 SIDING, SEE SPECIFICATIONS
5 ROOFING, SEE ROOF PLAN
6 WOOD
7 ENTRY DOOR
8 LINE OF WEEP SCREED
9 ATTIC VENT, SEE DETAILS
10 SCREENED UNDERFLOOR VENT 6X14
11 HOSE BIB, RECESSED SUPPLY BOX, SEE SPECIFICATIONS
12 HOSE BIB, STANDARD
13 GUARDRAIL - MIN. 42" A.F.F.
14 SKYLIGHT
15 WATERPROOF ELECTRICAL OUTLET
16 PROVIDE NATURAL GAS SUPPLY
17 EXTERIOR LIGHT FIXTURE
18 GUTTER WITH DOWNSPOUT
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT
OF ANY DISCREPANCIES
B
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP
SCREED AS REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC
R703.7.2
D
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY
THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR OWNER'S AND ARCHITECT'S REVIEW AND APPROVAL
G
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD
SEVERITY ZONE AS REQUIRED
H
STUCCO
2-COAT CEMENT PLASTER (STUCCO) SMOOTH "SANTA BARBARA FINISH"
2-COAT CEMENT PLASTER (STUCCO) SMOOTH PLASTER FINISH
PANELING
A.FIBER BOARD CEMENT PANELS
B.PAINTED
WOOD / EXTERIOR MILLWORK
TRIM
A. DOUGLAS FIR
B.EXTERIOR GRADE PAINT
RAFTER TAILS
A. DOUGLAS FIR
B.EXTERIOR GRADE PAINT
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
EXTERIOR FINISH MATERIALS
LEVEL 1 SUB
(N) T.O. PLATE
8' - 0 1/2"1
8
FINISH GRADE
LEVEL 2 SUB
1
A-6.1
103
(E)
(E)
(E)
23' - 10 1/2"
MATCH EXISTING
CASING ON ALL (N)
WINDOWS
WOOD FENCE
ENCLOSURE FOR HVAC
CONDENSER. MATCH
EXISTING FENCES ON
SITE.
307 304306 303
203 202
LEVEL 1 SUB
(N) T.O. PLATE
1
8
FINISH GRADE
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LEVEL 2 SUB
101
101 102
2
A-6.1
8' - 0 1/2"
12
7 EGRESS EGRESS
(E)302
LEVEL 1 SUB
(N) T.O. PLATE
8' - 0 1/2"
LEVEL 2 SUB
8' - 0 1/2"
23' - 10 1/2"
307
203 202
306
304 303(E)
(E)
LEVEL 1 SUB
(N) T.O. PLATE
8' - 0 1/2"
LEVEL 2 SUB
PR
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4' - 0"
302
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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ELEVATIONS
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SCALE: 1/4" = 1'-0"EAST ELEVATION 2
SCALE: 1/4" = 1'-0"NORTH ELEVATION 1
SCALE: 1/4" = 1'-0"(E) EAST ELEVATION 4
SCALE: 1/4" = 1'-0"(E) NORTH ELEVATION 3
1 FOUNDATION, SEE STRUCTURAL PLANS
2 3" CONCRETE DUST SLAB
3 FLOOR JOIST, SEE STRUCTURAL PLANS
4 PLYWOOD SUB-FLOOR, SEE STRUCTRUAL
5 FINISH FLOOR ASSEMBLY, SEE ARCHITECTUAL DETAILS
6 BATT INSULATION, SEE TITEL 24
7 RIGID SPRAY ON INSULATION
8 5/8" TYPE "X" GYPSUM BOARD WITH VENEER PLASTER, SEE SPECIFICATIONS
9 SPECIALTY PLASTER FINISH, SEE SPECIFICATIONS
10 EXTERIOR CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
11 FIBER CEMENT PANELS
12 GUARDRAIL AT 42" ABOVE FINISH FLOOR
13 HANDRAIL AT 34" - 38" ABOVE FINISH FLOOR
14 CEILING JOIST, SEE STRUCTURAL PLANS
15 ROOF RAFTERS, SEE STRUCTURAL PLANS
16 ROOF SHEATHING, SEE STRUCTURAL PLANS
17 CLASS "A" ROOFING ASSEMBLY, SEE ROOF PLAN FOR SPECIFICATIONS
18 BELOW GRADE WATERPROOFING, SEE DETAILS AND SPECIFICATIONS
SECTION KEY NOTES
BUILDING SECTION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
B.
PROVIDE A CONTINUOUS METAL WEEP SCREED AS REQUIRED BY CODE SECTION
R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR OWNER'S AND ARCHITECT'S REVIEW AND APPROVAL
F.
ALL EXTERIOR STUDS SHALL BE 2X8 FRAMING OR MULTIPLE ROWS OF 2X6
FRAMING UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS SHALL BE 2X6
FRAMING UNLESS OTHERWISE NOTED. SPACING AND SPECIFICATION ARE PER
STRUCTURAL
G
PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON ALL GARAGE WALLS, CEILING, POSTS,
AND SUPPORTING BEAMS AND SHALL EXTEND FROM TOP OF CONCRETE TO AND
INCLUDING THE CEILING
H
PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS IN ENCLOSED
USEABLE SPACE UNDER STAIRS
I
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
J
FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE
FOLLOWING LOCATIONS:
K
a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS,
VERTICALLY AT THE CEILING AND FLOOR LEVELS HORIZONTALLY AT
INTERVALS NOT EXCEEDING 10 FEET
b. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS,
AND COVE CEILINGS
c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP
AND BOTTOM OF THE RUN
d. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES
AT CEILING AND FLOOR LEVELINSULATION: PROVIDE R-19 MIN. AT ALL EXTERIOR WALLS, INCLUDING GARAGE.
PROVIDE R-30 INSULATION IN ATTIC SPACES. PROVIDE R-19 INSULATION AT ALL
INTERIOR WALLS. PROVIDE R-30 INSULATION AT ALL FLOOR FRAMING. SEE TITLE
24 FOR ADDITIONAL REQUIREMENTS. PROVIDE INSULATION AROUND PLUMBING
PIPES AND HVAC DUCTS, SEE MECHANICAL AND PLUMBING PLANS FOR
ADDITIONAL REQUIREMENTS
L
ATTIC INSULATION SHALL HAVE A VAPOR BARRIER WITH A TRANSMISSION RATE
NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM E96 INSTALLED ON THE
WARM SIDE OF THE ATTIC INULSATION
M
AN APPROVED WEATHERPROOFING CONSULTANT MUST CERTIFY THE
WEATHERPROOFING ELEMENTS OF THE BUILDING HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLANS AS REQUIRED BY LOCAL CODES AND
PER MANUFACTURER'S RECOMMENDATIONS
N
CONTRACTOR SHALL VERIFY WITH MECHANICAL. ELECTRICAL, AND PLUMBING
PLANS ALL LOCATIONS OF MECHANICAL UNITS, DUCTS, REGISTERS, ELECTRICAL
PANELS, ACCESS TO PLUMBING FIXTURES, ETC.
OLEVEL 1 SUB
(N) T.O. PLATE
LEVEL 2 SUB
1
A-6.1
8' - 0 1/2"
BEDROOM 1
104
LIVING /
KITCHEN
102
6
FINISH GRADE
7
5
1
PROVIDE MIN
1HR/ STC 50
RATING
LEVEL 1 SUB
(N) T.O. PLATE
LEVEL 2 SUB
2
A-6.1
LIVING /
KITCHEN
102
BATHROOM
103
6
5
14
7
8' - 0 1/2"
FINISH GRADE
1
PROVIDE MIN
1HR/ STC 50
RATING
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REVISIONS
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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SECTIONS
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SCALE: 1/4" = 1'-0"CROSS SECTION 2
SCALE: 1/4" = 1'-0"LONG SECTION 1
5% SLOPE
SEE CIVIL
R-19 BATT INSULATION
GRACE ULTRA
LAP OVER WEEP
SCREED
FINISH GRADE
8" MIN.
2' - 0"
UNDIST. GROUND
1' - 0"
STUCCO OVER 2
LAYERS OF GRADE "D"
PAPER UNDER LATH
MIN 15/32" WOOD
STRUCTURAL PANEL
26 GA. CORROSION
RESISTANT WEEP
SCREED PER R703.7.2.1
2X4 STUD WALL @16" O.C. (DF
STUD GRADE MIN)
5/8" GYPSUM BOARD PANEL.
MIN. 5/8" TYPE X AT FIRE
RATED CONDITIONS
2X P.T. SILL
CLR.
3"
4" MIN.
FOUNDATION PER
STRUCTURAL
FOR (E) SLABS, INSTALL A
LAYER OF REDGARD
WATERPROOFING FLUID
APPLIED VAPOR BARRIER.
INSTALL PER
MANUFACTURER'S
SPECIFICATIONS. ESR 1413
PROVIDE WITH A TOPPING
SLAB. SEE STRUCTURAL.
FIRST FLOOR
SUBFLOOR
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING.
DOOR
6"
GALVANIZED METAL SILL PAN.
TURN UP SIDES OF JAMB.
RETURN 6" AT EXTERIOR WALL
CONCRETE SLAB.
EXPANSION JOINT
1 1/2"SLOPE
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING. LAP
OVER FLASHING.
CEMENT STUCCO PLASTER.
BATT INSULATION
JAMB. PAINTED
2 LAYERS OF GRADE D
BUILDING PAPER
DOOR
2 1/2"
3/8"
1/2"
DOOR HEAD HEIGHT.
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING. LAP
OVER FLASHING.
GALVANIZED METAL
FLASHING W/ DRIP EDGE
CEMENT STUCCO PLASTER.
BACKER ROD AND SEALANT
BATT INSULATION
1' - 0"
2 LAYERS OF GRADE D
BUILDING PAPER
DOOR
1/2"
SHIM AS REQUIRED
2 1/2"
1/2"
WINDOW HEAD HEIGHT.
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING. LAP
OVER FLASHING.
GALVANIZED METAL
FLASHING W/ DRIP EDGE
CEMENT STUCCO PLASTER.
BACKER ROD AND SEALANT
BATT INSULATION
1' - 0"
2 LAYERS OF GRADE D
BUILDING PAPER
VINYL WINDOW
SHIM AS REQUIRED
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING. LAP
OVER FLASHING.
CEMENT STUCCO PLASTER.
BATT INSULATION
2 LAYERS OF GRADE D
BUILDING PAPER
SHIM AS REQUIRED
W.R. GRACE VYCOR SELF
ADHESIVE FLASHING. LAP
OVER BUILDING PAPER
CEMENT STUCCO PLASTER.
BATT INSULATION
2 LAYERS OF GRADE D
BUILDING PAPER
ALUMINUM CLAD WOOD DOOR
INTERIOR SILL. MATCH
EXISTING
1' - 0"
SHIM AS REQUIRED
5% SLOPE
SEE CIVIL
R-19 BATT INSULATION
GRACE ULTRA
LAP OVER WEEP
SCREED
FINISH GRADE
8" MIN.
2' - 0"
UNDIST. GROUND
1' - 0"
STUCCO OVER 2
LAYERS OF GRADE "D"
PAPER UNDER LATH
MIN 15/32" WOOD
STRUCTURAL PANEL
26 GA. CORROSION
RESISTANT WEEP
SCREED PER R703.7.2.1
2X4 STUD WALL @16" O.C. (DF
STUD GRADE MIN)
5/8" GYPSUM BOARD PANEL.
MIN. 5/8" TYPE X AT FIRE
RATED CONDITIONS
2X P.T. SILL
CLR.
3"
4" MIN.
FOUNDATION PER
STRUCTURAL
(N) SLAB. PLACE OVER A
MINIMUM 2" SAND LAYER
OVER A VAPOR BARRIER
MEETING ASTMS 1745 (15
MILS) OVER A 2" SAND LAYER
OVER A 4" THICK BASE OF 1/2"
OR LARGER CLEAN
AGGREGATE.
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ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
As indicated
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A-9.1
DETAILS
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SCALE: 1 1/2" = 1'-0"DETAIL -SCREED @ (E) SLAB 1
SCALE: 3" = 1'-0"DETAIL -INSWING DOOR THRESHOLD 3
SCALE: 3" = 1'-0"DETAIL -INSWING DOOR JAMB 4
SCALE: 3" = 1'-0"DETAIL -INSWING DOOR HEAD 5
SCALE: 3" = 1'-0"DETAIL -WINDOW HEAD 8
SCALE: 3" = 1'-0"DETAIL -WINDOW JAMB 7
SCALE: 3" = 1'-0"DETAIL -WINDOW SILL 6 SCALE: 1 1/2" = 1'-0"DETAIL -SCREED @ (N) SLAB 2
02/10/2025
02/10/2025
02/10/2025
02/10/2025
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ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
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A-0.0 SITE PLAN
423 E. PINE STREET, SANTA ANA, CA 92701
CONVERSIONS OF EXISTING GARAGES TO ADU.
A-1.5
A-1.5 & A-1.6
A-1.5
N/A NO LANDSCAPE
A-1.5
A-1.5
A-1.5
A-1.5
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A-1.6
A-1.6
A-1.6
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A-1.6
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A-1.6
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ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
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DIGITAL STAMP
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ISSUE DATE:
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DRAWN BY:
CHECKED BY:
SCALE:
DIGITAL STAMP
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SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
INTERIM CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
July 31, 2024
Also sent via email to: john93hernandez@gmail.com
Martin Z. Hernandez
83516 Mecca Hills Avenue
Coachella, CA 92236
Subject: Address Assignment for an Attached Accessory Dwelling Unit located at 423 East
Pine Street (APN: 404-086-12) in Santa Ana, CA
Dear Martin,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for a garage-conversion ADU located at 423 East Pine Street (APN: 404-086-12). Notice is hereby
given that the following assigned address shall be posted onsite per the approved address plan,
attached hereto as Exhibit A.
Address to be Activated/Posted
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. The address will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 664-2753 or by email at PRaj@santa-ana.org.
Sincerely,
Punkaj Raj
Planning Technician
Exhibit A – First Floor Address Plan
Exhibit B – Second Floor Address Plan
Address Letter for 423 East Pine Street
Page 2 of 2
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
(E) MFD UNIT423 E PINE STREETUNIT A - FIRST FLOOR
PINE STREET
EXHIBIT A: ADDRESS PLAN - FIRST FLOOR
(E) MFD UNIT423 E PINE STREETUNIT B
LAUNDRY
MECH.ROOM
(E) ADU252 S. OAK STREET
(N) ADU423 E PINE STREETUNIT E
OA
K
S
T
R
E
E
T
(E) MFD UNIT423 E PINE STREETUNIT A - SECOND FLOOR
(E) MFD UNIT423 E PINE STREETUNIT C
(E) MFD UNIT423 E PINE STREETUNIT D
PINE STREET
OA
K
S
T
R
E
E
T
EXHIBIT B: ADDRESS PLAN - SECOND FLOOR
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address: Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing Area to Total Resulting Stories: Area Added in Past 2 Years
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler
Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
(PR400-402) Fire Sprinkler
Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
joh93hernandez@gmail.com
“Structural Calculations”
2ND SUBMITTAL – 09/24
3RD SUBMITTAL – 02/25
ACCESSORY DWELLING UNIT
Project Site: 423 E PINE ST. & 423 E PINE ST. UNIT #E
SANTA ANA, CA 92701
CALCULATIONS BY: PEDRO D. HOYA
CHECKED BY: FRANCISCO GARCIA, P.E - - - TEL. (323) 717-1303
600 W. MAIN ST. SUITE 200. ALHAMBRA CA, 91801
1/15
3
02/10/2025
TABLE OF CONTENTS
1) LOADING CONDITIONS ..................................................................... 3
2) FLOOR FRAMING LOADING ............................................................ 4
3) FLOOR FRAMING RESULTS .............................................................. 6
4) SEISMIC DESIGN AND DISTRIBUTION PER [ASCE7-16] ............. 7
5) WIND DESIGN PER [ASCE7-16] ......................................................... 10
6) LATERAL ANALYSIS .......................................................................... 11
7) DETERMINATION OF CONCRETE PADS ........................................ 15
2/15
3
3
02/10/2025
PROJECT SITE: 423 E PINE ST. SANTA ANA, CA 92701
DESIGN CRITERIA
CODE: CALIFORNIA BUILDING CODE-2022 EDITION
MATERIALS:
• TIMBER - DOUGLAS FIR LARCH
RAFTERS & JOIST - #2 GRADE
BEAMS, HEADERS, & POSTS - #1 GRADE UNLESS OTHERWISE NOTED (U.N.O.)
PLYWOOD - PS 1-95, PER APA STANDARD, PI. 32/16
• CONCRETE – F’c=2500 PSI @ 28 DAYS
• REINFORCING STEEL - ASTM A-615
#4 AND SMALLER, GRADE 40
#5 AND LARGER, GRADE 60
• SOIL PRESSURE - 1,500 PSF PER [TABLE 1806.2]
• LOADS -
(EXTERIOR WALL) PSF
FRAMING (2X4 @16") 1.9
PLYWOOD SHEATHING 1.5
STUCCO 8.0
INSULATION - R-13 1.5
1/2" GYP. BOARD 2.5
MISCELLANEOUS 0.6
TOTAL D.L. = 16 PSF
(INTERIOR WALL) PSF
FRAMING (2X4 @16") 1.9
INSULATION - R-13 1.5
1/2" GYP. BOARD 2.5
MISCELLANEOUS 2.1
TOTAL D.L. = 8 PSF
WALL LOAD AVERAGE = (16+8)/2 = 12PSF
(ROOF) PSF
ROOFING MATERIAL 6.0
PLYWOOD SHEATHING 1.5
FRAMING 1.8
MISCELLANEOUS 1.2
TOTAL D.L. = 10.5 PSF
L.L. = 20 PSF
(ROOF) -VAULTED- PSF
ROOFING MATERIAL 6.0
PLYWOOD SHEATHING 1.5
FRAMING 2.4
INSULATION- R-30 2.1
1/2" GYP. BOARD 2.5
MISCELLANEOUS 1.5
TOTAL D.L. = 16 PSF
L.L. = 20 PSF
(CEILING) PSF
INSULATION - R-30 2.1
1/2" GYP. BOARD 2.5
FRAMING 1.9
MISCELLANEOUS 1.0
TOTAL D.L. = 7.5 PSF
L.L. = 10 PSF
(FLOOR) PSF
FLOORING 3.0
PLYWOOD SHEATHING 2.5
FRAMING 2.4
INSULATION - R-19 1.8
1/2" GYP. BOARD 2.5
MISCELLANEOUS 1.8
TOTAL D.L. = 14 PSF
L.L. = 40 PSF
3/15
4/15
pg.6
5/15
pg.6
Multiple Simple Beam
ALONSO H. CORONELLic. # : KW-06005817
FJ Engineering
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17
File: PINE_423_II_ENERCALC.ec6
Project Title:PINE 423 IIEngineer:K. CHAVEZProject ID:
Printed: 10 FEB 2025, 3:07PM
Project Descr:
Description :
BEAM Size :2x10, Sawn, Fully BracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.29009001350625 1600580180575 31.21Eminbend - xx ksi
Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
FJ-1
Applied Loads
Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.333 ft
Point: D = 0.4155, Lr = 0.2450 k @ -3.0 ft
.Design Summary
Max fb/Fb Ratio =0.814 : 1
Max Reactions (k)HEWSLrL
+D+Lr+HLoad Comb :
Span # 1
Left Support
D
in
3.000 inft
78.96 psi
Fb : Allowable :1,423.13 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+0.750Lr+0.750L+H225.00 psi
fb : Actual :
Max fv/FvRatio =0.351 : 1 2.235 ft
1,158.69 psi at
atfv : Actual :
Ratio 1770 Ratio 994
Max DeflectionsTransient Downward 0.104 in
Transient Upward -0.052 in
Total Downward 0.267 in
Total Upward -0.121 in
0.70 0.45 0.32-0.04 0.24 -0.07 Ratio 688 268Ratio
LC: Lr Only LC: +D+Lr+H
LC: L Only LC: +D+Lr+H
BEAM Size :4x8, Sawn, Fully UnbracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.1100010001500625 1700620180675 31.21Eminbend - xx ksi
Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
BM-1
Applied Loads
Beam self weight calculated and added to loads
Unif Load: D = 0.5250, Lr = 0.240, L = 0.3375 k/ft, Trib= 1.0 ft
.Design Summary
Max fb/Fb Ratio =0.822 : 1
Max Reactions (k)HEWSLrL
+D+L+HLoad Comb :
Span # 1
Left Support
D
in
2.500 inft
97.49 psi
Fb : Allowable :1,290.97 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+L+H180.00 psi
fb : Actual :
Max fv/FvRatio =0.542 : 1 4.400 ft
1,061.59 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.025 in
Transient Upward 0.000 in
Total Downward 0.072 in
Total Upward 0.000 in
1.33 0.84 0.601.33 0.84 0.60 Ratio 2376 832Ratio
LC: L Only LC: +D+0.750Lr+0.750L+H
LC:LC:
6/15
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r =Wo =
8/15
r
Cs = 0.2061 k= 1.0
LEVEL WEIGHT TOTAL Vx Hx MOMENT %Fx S Fx
WEIGHT Vx = CsW V x Hx k Vx Hxk SVx (%)
S(Vx Hxk)
( R ) ( W )
ROOF 16 psf + 6 psf 22.0 psf 4.53 psf 17.0 ft 77.08 lb-ft 0.64261 6.36 psf 6.36 psf
(wall)
12 psf
( W ) ( F ) ( W )
FLOOR 6 psf + 14 psf+6 26 psf 5.36 psf 8.0 ft 42.87 lb-ft 0.35739 3.54 psf 9.89 psf
SUM: ( S )9.89 psf 119.95 lb-ft 1.0 9.89 lb-ft
VROOF =6.36 psf
VFLOOR =3.54 psf
VALL =9.89 psf
9/15
WIND DESIGN Based on ASCE 7-16 [Ch. 28]
WIND DESIGN
[28.5] Method 2: Enclosed Simple Diaphragm Low-Rise Buildings
DESIGN CRITERIA:
RISK CATEGORY =II
WIND SPEED, V = 110 MPH
EXPOSURE = B
ROOF SLOPE =0
θ=0.00
ROOF HEIGHT, h =17.5 FT (max)
NET PRESSURE:
p s =λ K zt p S30 (EQ. 28.5-1)
θ
h ZONE A
(WALL)
ZONE B
(ROOF)
END ZONE
D
p s =λ K zt p S30 (EQ. 28.5-1)
λ = 1.00 ADJUSTMENT FACTOR [FIG. 28.5-1]
K zt =1.0 TOPOGRAPHIC FACTOR
(p S30 )A=19.2 PSF - ZONE A, WALL END ZONE [FIG. 28.5-1] ~ WORST CASE ~
(p S30 )D=-5.9 PSF - ZONE D, ROOF END ZONE [FIG. 28.5-1]
(p S )A=1.00 1.0 19.2 19.20 PSF
(p S )D=1.00 1.0 -5.9 -5.90 PSF
THEREFORE:
(p S )A=19.20 11.52 PSF {PER 28.5.4} Zone A
(p S )D=-5.90 -3.54 PSF {PER 28.5.4} Zone D
(ASD LOAD COMBINATION FACTOR FOR WIND)
< 16 PSF MIN.
< 8 PSF MIN.
0.6 *( ) =
( ) ( )( PSF) =
0.6 *( ) =
( ) ( )( PSF) =
10/15
WIND ZONES PINE 423 (II) PROJECT
LATERAL DESIGN
PsA 16psf:=Zone A
PsD 8psf:=Zone D
________________________________________________________________________________________
SEISMIC @ ROOF LEVEL ON LINE ( A )
Vall 9.89 psf=
VS Vall 24 ft29.5 ft
2
:=VS 3501.1 lb=- - CONTROLS - -
WIND
Tributary Width
Between Supports Zone A (wall) Zone D (roof)
PsA 16 psf=Hw 17 ft=PsD 8 psf=Hr 0 ft=W 29.5ft 0ft+:=
VW PsA
Hw
2
PsD Hr( )+
W
2
:=VW 2006 lb=
SHEARWALL DESIGN
Lw 8ft 0ft+:=Lw 8 ft=
VS 3501.1 lb= Seismic controls
υs
VS
Lw
:=υs 437.63 lb
ft=< 550 lb/ft USE S.W. = 4
OVERTURNING Lmin 8ft:=H 8ft:=SDS 1.03=
OTM υs( )Lmin( )H( ):=OTM 28008.48 lb ft=
Wall
RM 12psf H( )
Lmin( )2
2:=RM 3072 lb ft=
USE SIMPSON "HDU4"
HOLDOWNT
OTM 0.9 0.2SDS-()RM-
Lmin
:=T 3234.56 lb=
ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 24" O.C.
________________________________________________________________________________________
11/15
SEISMIC @ ROOF LEVEL ON LINE ( B )
Vall 9.89 psf=
VS Vall 24 ft29.5 ft
2
27 ft8 ft
2
+
:=VS 4569.2 lb=- - CONTROLS - -
WIND
Tributary Width
Between Supports Zone A (wall) Zone D (roof)
PsA 16 psf=Hw 17 ft=PsD 8 psf=Hr 0 ft=W 29.5ft 8ft+:=
VW PsA
Hw
2
PsD Hr( )+
W
2
:=VW 2550 lb=
SHEARWALL DESIGN Lw 8ft 4ft+:=Lw 12 ft=
VS 4569.2 lb= Seismic Controls
υs
VS
Lw
:=υs 380.77 lb
ft=< 410 lb/ft USE S.W. = 3
OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.03=
OTM υs( )Lmin( )H( ):=OTM 12184.48 lb ft=
Wall
RM 12psf H( )
Lmin( )2
2:=RM 768 lb ft=
USE SIMPSON "HDU4"
HOLDOWNT
OTM 0.9 0.2SDS-()RM-
Lmin
:=T 2912.87 lb=
ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C.
________________________________________________________________________________________
12/15
SEISMIC @ ROOF LEVEL ON LINE ( 1 )
Vall 9.89 psf=
VS Vall 37 ft24 ft
2
:=VS 4391.2 lb=- - CONTROLS - -
WIND
Tributary Width
Between Supports Zone A (wall) Zone D (roof)
PsA 16 psf=Hw 17 ft=PsD 8 psf=Hr 0 ft=W 24ft 0ft+:=
VW PsA
Hw
2
PsD Hr( )+
W
2
:=VW 1632 lb=
SHEARWALL DESIGN Lw 7ft 0ft+:=Lw 7 ft=
VS 4391.2 lb= Seismic Controls
υs
VS
Lw
:=υs 627.31 lb
ft=< 820 lb/ft USE S.W. = 6
OVERTURNING Lmin 7ft:=H 8ft:=SDS 1.03=
OTM υs( )Lmin( )H( ):=OTM 35129.28 lb ft=
Wall
RM 12psf H( )
Lmin( )2
2:=RM 2352 lb ft=
USE SIMPSON "HDU8"
HOLDOWNT
OTM 0.9 0.2SDS-()RM-
Lmin
:=T 4785.28 lb=
ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 16" O.C.
________________________________________________________________________________________
13/15
SEISMIC @ ROOF LEVEL ON LINE ( 2 )
Vall 9.89 psf=
VS Vall 37 ft21 ft
2
32 ft20 ft
2
+
:=VS 7007.1 lb=- - CONTROLS - -
WIND
Tributary Width
Between Supports Zone A (wall) Zone D (roof)
PsA 16 psf=Hw 17 ft=PsD 8 psf=Hr 0 ft=W 21ft 20ft+:=
VW PsA
Hw
2
PsD Hr( )+
W
2
:=VW 2788 lb=
SHEARWALL DESIGN Lw 16ft 0ft+:=Lw 16 ft=
VS 7007.1 lb= Seismic Controls
υs
VS
Lw
:=υs 437.94 lb
ft=< 550 lb/ft USE S.W. = 4
OVERTURNING Lmin 16ft:=H 8ft:=SDS 1.03=
OTM υs( )Lmin( )H( ):=OTM 56056.52 lb ft=
Wall
RM 12psf H( )
Lmin( )2
2:=RM 12288 lb ft=
USE SIMPSON "HDU4"
HOLDOWNT
OTM 0.9 0.2SDS-()RM-
Lmin
:=T 2970.54 lb=
ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 24" O.C.
________________________________________________________________________________________
14/15
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Number of Square Feet Of
Residential Space
dumber of Square Feet of
Commercial Space ----
]he above
representati
CITY OF SANTA-rANA
Planning and Building Agency
Ap
roved
C146 1f'Catc of COMpliancc FOR � ISSUAN(
RY111clit of School Facility,,FC�'s
S#flnt:i ikna U111 I School Districtrict74
Sqo Ft x $
(Dev. Fee)
Sq.Ft x $_
(Dev. Fee)
renresentatlOri5 as to square
40
footage are true. Applicant
ons are not true, then this certificate shal
notified. App
licant is hereby notice
Government Code Section 53080 mus
Applican
Sl*gnatur
me (Please Print)
This certifies that t
erections of the Governmen
L)IS TRIAR U 71 ON
f eleptiOrle
IL
elephone
Total $
Total s-
•e.
CITti
dF
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agrees that if it is later determined that such
� �L., ap
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a,�tnmatically terminate, anu �nC �,����►a�•� «,---��..-: __---
that any party
tiling a protest regarding the imposition of tees
t do so within 90 days from the payment of the fAe.
he above -named Applicant has paid scho�facility
t Code and Education ode.
eiDresentat*Ive
fees in comp
W111-It? -City/County
Applicant
Pink,, Facilities
r
25
Date
l be
pursuant to
Hance with all existin and apPl���b�z
ZZ
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it M L
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Page 1 of 1
EXISTING ONE & TWO FAMILY DWELLINGS
ELECTRICAL SERVICES UNDERGROUND
EXCEPTION
CEC 2022 ELC-04
All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41-
626(b). There is a standing exception for one and two family dwellings. This exception
applies only when the new electrical service is designed to be fed from below grade as well as
overhead.
This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without
interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the
circuit breaker side of this cabinet.
Only listed combination overhead and underground feed service boxes may be used to connect to
an overhead utility drop. This exception to an underground fed service applies only to existing single
family and two family residences.
Planning & Building Agency
Permits & Plan Check Section
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
Rigid
Conduit
Service
Entrance
Conductor
Riser
Underground
Service
Lateral
METER
Rev. 1/21/2020