HomeMy WebLinkAboutCDP 2021-0015; STONE ADU; Administrative DeterminationAB
AFF
ALT
ALUM
ANOD
ARCH
AT
BD
BFC
BLDG
BLK
BLKG
BOT
BTWN
BUR
CB
CHAN
Cl
CLG
CMP
CMU
COL
CONC
CONST
CONT
CONTR
CFT/C
CT
DBL
DET
DIM
DN
DR
DWG
E
EA
EJ
EL
ELEC
EQ
EQUIP
EXP
EXT
ANCHOR BOLTS
ABOVE FINISH FLOOR
ALTERNATE
ALUMINUM
ANODIZED
ARCHITECT
ACOUSTIC TILE
BOARD
BELOW FINISHED CEILING
BUILDING
BLOCK
BLOCKING
BOTTOM
BETWEEN
BUILT-UP ROOF
CONCRETE BLOCK
CHANNEL
CAST IRON
CEILING
CORRUGATED METAL FIFE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CARPET
CERAMIC TILE
DOUBLE
DETAIL
DIMENSION
DOWN
DOOR
DRAWING
EXISTING
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
EQUAL
EQUIPMENT
EXPANSION
EXTERIOR
FD
FDN
FIN
FLR
FLUOR
FF
FRP
FURR
GA
GAL
GYP BD
GC
GI
GL
GR
GMMU
HDCF
HDWR
HORIZ
HR
HT
HVAC
HWH
ID
INSUL
INT
INV
JAN
JST
JT
KO
LAM
LAV
LH
LL
LWC
MAS
MATL
MAX
MECH
MFGR
MH
MIN
ABBREVIATIONS
FLOOR DRAIN
FOUNDATION
FINISH
FLOOR
FLUORESCENT
FIREPROOF
FIBERGLASS REIN. PLASTIC
FURRING
GUAGE
GALVANIZED
GYPSUM BOARD
GENERAL CONTRACTOR
GALVANIZED IRON
GLASS
GRADE
GLASS MESH MORTAR
UNIT
HANDICAPPED
HARDWARE
HORIZONTAL
HOUR
HEIGHT
HEATING, VENT, AIR COND.
HOT WATER HEATER
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
JANITOR
JOIST
JOINT
KNOCKOUT
LAMINATE
LAVATORY
LEFT HAND
LIVE LOAD
LIGHT WEIGHT CONCRETE
MASONRY
MATERIAL
MAXIMUM
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MISC
MO
MTL
N
NIC
NOM
NON
COM
NTS
oc
OD
OH
OFNG
OPP
OVHD
FART
FART BD
FC
PIP
PL
P LAM
PLYWD
FNL
FR
FSF
FSI
FT
QT
R
RA
RB
RD
RE,
REFL
REINF
REQ'D
RET
REV
RF
RM
RO
ROW
RT DPL
R TOW D
MISCELANEOUS
MASONRY OPENING
METAL
NORTH
NOT IN CONTRACT
NOMINAL
NON-COMBUSTIBLE
NOT TO SCALE
ON CENTER
OVERFLOW DRAIN
OPPOSITE HAND
OPENING
OPPOSITE
OVERHEAD
PARTITION
PARTICLE BOARD
FRECAST CONCRETE
POURED IN PLACE
PU\TE
PLASTIC LAMINATE
PLYWOOD
PANEL
PAIR
POUNDS PER SQUARE Foo·:
POUNDS FER SQUARE INCH
POST TENSIONED
QUARRY TILE
RISER OR RADIUS
RETURN AIR
RUBBER BASE
ROOF DRAIN
REFER/REFERENCE
REFLECTIVE OR REFLECTIVE
REINFORCING
REQUIRED
RETAINING
REVISE. REVISED
RAISED FLOOR
ROOM
ROUGH OPENING
RIGHT OF WAY
RECESSED TRASH DISPOSAL
RECESSED TOWEL DISPENSER
SAC SUSPENDED ACOUSTICAL
SAT CEILING
SB SUSPENDED ACOUSTIC TILE
SC SPLASH BLOCK
S CONC SOLID CORE
SD SEALED CONCRETE
SECT STORM DRAIN
SIM SECTION
SND SIMILAR
SN DFL SANITARY NAPKIN DISPENSER
SPECS SANITARY NAPKIN DISPOSAL
55 SPECIFICATIONS
5/5 STAINLESS STEEL
STD SERVICE SINK
STL STANDARD
STRUCT STEEL
SUSP STl".UCTURE
T SUSPENDED
HG TREAD
TEL TONGUE AND GROOVE
TEMF TELEPHONE
TD TEMPERED
T J TRASH DISPOSAL
TLT TOOLED JOINT
TOC TOILET
TOM TOP OF CONCRETE
TOS TOP OF MASONRY
TOW TOF OF STEEL
TRANS TOP OF WALL
TYP TRANSFORMER
VT TYPICAL
VB VINYL TILE
VERT VAPOR BARRIER
VIF VERTICLE
VWC VERIFY IN FIELD
W/ VINYL WALL COVERING
W/0 W[TH
we WITHOUT
WD WATER CLOSET
WF WOOD
WP WALL FABRIC
WDW WATERPROOF
WWF WINDOW
WELDED WIRE FABR!C
PROJECT SPECIFIC NOTES
NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER BUILDER. BY
USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF
WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS
CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. YOU AGREE TO COMPLY WITH
THE CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATION,
CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING
COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS
REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES.
NOTICE TO THE APPLICANT/OWNER/OWNERS AGENT/ARCHITECT OR ENGINEER OF RECORD.
BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION
OF WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE
CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATION,
CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING
COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS
REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES
TYPICAL MATERIAL LEGEND
D CONCRETE
GROUT/ MORTAR
PLASTER/ STUCCO
MARBLE/SLATE
~ STEEUMETAL
ca FINISH WOOD
[TI CEILING TILE
~ WOOD/CONTINUOUS
0 WOOD BLOCKING
[=:] GYPSUM BOARD
~ BATT INSULATION
~ RIGID INSULATION
ARCHITECTURAL LEGEND
I
GRID OR
A +-
I
N
INTERIOR ELEVATION:
W ELEVATION NUMBER
SHEET WHERE DRAWN
5
DETAIL,
@--DETAIL NUMBER
~SHEET WHERE DRAWN
El EVATION:
ELEVATION NUMBER
SHEET WHERE DRAWN
BUii DING SECTION:
SECTION NUMBER
SHEET WHERE DRAWN
FOYER ROOM NAME
~ ROOM NUMBER
0 DOOR SYMBOL
0 WI NDOW SYMBOL
B WALLTYFE
fu REVISION
0 FINISH SYMBOL
~ ELEVATION
KEYNOTE
•----FINISH ELEVATION
-------PROPERTY LINE (NTS)
-----CENTER LINE
[
FACE DIMENSION
CENTER LINE
---DIMENSION
PROJECT DATA
CDP 202 I -00 I 5 STONE ADU
PROJECT ADDRESS
3828 H1,jhland Drive
Carlsbad California
92008
SITE DATA:
APN #, 207-0 I 0-0 I -00
LEGAL DESCRJFTION, PAGE 207 BLOCK 300 LOT 29
LOT AREA,
YEAR BUILT,
ZONING DATA
ZONE=
39,804 SQ FT
NA
R-I-1 0000
PROPOSED DETACHED GARAGE AND ADU ABOVE
REQUIRED MINIMUM SETBACK
FRONT, 20'-0"
NORTH SIDE, IO' (AIJU 4'-0"J
REAR: 20'-0" (ADU 4'-0"
PROPOSED SETBACK
FRONT, GS'-0"
NORTH SIDE, I 2'-3 FOR GARAGE AND ADU
REAR, 220'-8 I /2"
HEIGHT LIMIT ~ 30'
OCCUPANCY
DWELLING " R3
w/ ATTACHED GARAGE ~ U
CONSTRUCTION TYPE:
TYPE VB -DWELLING w/ ATTACHED GARAGE
FIRE SFRINl,LED ~ No
BUILDING DATA:
EXISTING '.',INGLE FAMILY HOME,
EXl5TI NG LIVING AREA
PROPOSED ADDITION AREA
TOTAL PROPOSED LIVING
DETAC~,ED ADU ADDITION,
PROPOSED ADU LIVING AREA
10TAL LIVING AREA
PROPOSED GARAGE ADDITION
TOTAL GARAGE AREA
LOGGIA (COVERED PATIO)
SECOND FLOOR DECK
TOTAL AREA
TOTAL EXISTING AREA
TOTAL ADDITION AREA
TOTAL LIVING AREA
LOT COVERAGE < 40%
1018 SQ FT
0 50 FT
IO I 8 SQ FT
812 SQ FT
81 2 SQ FT
G2G SQ FT• .•
G2G SQ FT
280 SQ FT
135 50 FT
415 50 FT
IO 18 SQ FT
812 SQ FT
1830 SQ FT
EXISTING LIVING AREA, ~ I ,0 I 8 SQ FT
PROPOSED GARAGE/BATH, ~ G2G SQ FT
COVERED PATIO, -280 50 FT
TOTAL COVERAGE ~ 1,924 50 FT
(EXISTING ADU AND SHED TO BE REMOVED)
I ,924 TOTAL SQFT / 39,804 SOFT~ .04%
GOVERNING CODE:
ALL CONSTRUCTION, INCLUDING MATERIALS AND WORIKMAN5HIF SHALL COMPLY WITH;
I. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP SHALL COMPLY WITH
THE 2019 CALIFORNIA BUILDING CODE, 20: 9 CALIFORNIA RESIDENTIAL CODE, THE
2019 CALIFORNIA MECHANICAL CODE, THE 20 I 9 CALIFORNIA PLUMBING CODE, THE
2019 CALIFORNIA ELECTRICAL CODE, THE 2019 CALIFORNIA GREEN BUILDING
STANDARDS CODE, THE 20 19 ENERGY CODE WITH CALIFORNIA ENERGY EFFICIENCY
STANDARDS, AND THE 20 I 9 CALIFORNIA FIRE CODE WITH THE GOVERNING CITY
MUNICIPAL CODE AMENDMENTS.
2. THE MODEL CODES NEC, UPC, UMC, ARE AMENDED TO BECOME CALIFORNIA CODES
CEC, CFC, CMC.
PROJECT DIRECTORY
OWNER:
NEIL AND SUE STONE
3828 HIGHLAND DRIVE
CARLSBAD CALIFORNIA 92008
ARCHITECT:
COMFOSIUM GROUP ARCHITECTS
JOHN E. KAVAN AIA
LIC.# C 37497
G85 GRANT COURT, VISTA CA. 92083
PH. 7G0-402-G383
EMAIL, OPUS@COMPOSIUMGROUF.COM
STRUCTURAL ENGINEER:
MIKE SURPRENANT AND ASSOCIATES
9975 BUSINESS PARK AVE. SUITE 'A'
SAN DIEGO, CALIFORNIA 92 I 3 I
CONTRACTOR:
TBD
TITLE 241s,
D$R CALCS
DIANE MENDOZA
14107 IPAVA DRIVE
POWAY, CA. 920G4
858.48G.950G
SHEET INDEX
\..,;1 r OF CARLSBAD
Administrative Permit
SCOPE OF WORK
I ADDITION OF NEW DETACHED G2G SQUARE FOOT GARAGE wrrn NEW 812
SQUARE FOOT ADU ABOVE.
2 HEIGHT OF STRUCTURE SHALL BE 27'-8" ABOVE EXISTING GRADE OR AND
ELEVATION Of 195. 17' ( 195'-2")
3. ADD NEW 280 SQUARE FOOT LOGGIA (COVERED PATIO) ON LOWER LEVEL AT
GARAGE
.o ADD NEW 135 SQUARE FOOT DECK AT SECOND FLOOR
VICINITY MAP
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BMP LEGEND
BMP LEGEND:
FDS G59 BROW DITCH ==€? ==€?
FDS G59 BERM ~ B ~
DIRECTION OF LOT DRAINAGE ~ ~
MATERIALS .$ WASTE MANAGEMENT CONTROL BMPs:
I WM-I MATERIAL DELIVERY< STORAGE
WM-4
WM-8
WM-5
WM-9
i WM-G
SFILL FREVENTION AND CONTROL
CONCRETE WASTE MANAGEMENT
SOLID WASTE MANAGEMENT
SANITARY WASTE MANAGEMENT
HAZARDOUS WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROL BMPs:
SC-5
TC-I
FIBER ROLLS --FR -FR -
STABILIZED CONSTRUCTION ENTRANCE ~
rrm
POST-COSNTRUCTION SITE DESIGN BMPs
I 4,3, 1
MAINTAIN NATURAL DRAINANGE FATHWAY5 AND HYDROLOGIC
FEATURES
4,3,2 CONSERVE NATURAL AREAS, SOILS, AND VEGITATION
POST-CONSTRUCTION SOURCE CONTROL BMPs
! 2' -9''
30' -O" R.O.W.
I
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~I
~I
ol
15 I D
ILI I
C'l
[!§ I
~I ILI
17' -3"
EXISTING AC APPROACH
-EXISTING I% SLOPE
JTRE.E.T CROJJ JE.CTIO/'I "2"
3/ I G" -I '-0"
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ILI I z ~· ~. o___
:i2 o___
---1%SLOPE
-1.1-
-' ;,_--
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PROPERTY LINE (N 26" 39'00" W I 24'.00) ----------7
I -
I -------· -----/ / /:/ / / l
I
I
I ', t ';
I -, " '
----------l----
l ..
I 216 ,
4' -O" ADU
SETBACK ·-l{-,c-Y;'!(:ys;>(
' 202
20G
221
212
I GG.5' +---,t:Y,·
I in
0
"~ <J)
J43.1 I
143Il -----·------.
,o -,, ' --(E)ADU----
-(DEMO)
r1r~=--=]rt'-L~20Q_7!_-JI -,o --L3,
"" Q_
0 ✓ "' "'
G s
I
w I 223
I -1----
I 224
G s
I
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j 201
I
2=-'---'--f-~----------
' c q~! /• . ·-.. w. "Tm":' " ,o• ~ ,~ w c,wwc
j 205 f---1 ----~ HIGHLAND DRIVE
JITE. PLA/'I
i" = 20'-0"
NOTE,
NO WORK WILL BE PERFORMED IN THE RIGHT OF WAY
d
,,Q-,S'.:11
220 '
m,
-I f---I'--0 z ILI
2
0 ILI
tfl m 4'. ILJ
i
NORTH
SITE KEYNOTES
EXISTING AC DRIVEWAY APPROACH TO REMAIN
STAIRS TO ADU ABOVE
201
202
203 CONCRETE ENTRY STOOP FOR ENTRY DOOR AT GRADE
205 EXISTING EDGE OF PAVING
20G TURF BLOCK DRIVE
207 HATCH INDICATES AREA OF FROF05ED GARAGE BELOW AND ADU ABOVE
208 HATCH INDICATES AREA OF EXISTING MAIN HOUSE
209 FAVER PATIO
21 I HATCH iNDICATES EXISTING ACCESSORY BUILDING TO BE DEMO'D
212 EXISTING 3/4" WATER METER. FIELID VERIFY
218 PROPOSED LOCATION FOR FUTURE FOOL, UNDER SEPARATE PERMIT
220 EXISTING I 00 AMP ELECTRICAL METER
221 EXISTING 3/4" WATER LATERAL TO REMAIN
222 EXISTING GAS METER
223 EXISTING SEWER LATERAL
224 EXISTING GAS LINE
SC-5 FIBER ROLLS
TC-I STABILIZED CONSTRUCTION ENTRANCE
WM-I MATERIAL DELIVERY $ STORAGE
WM-4 SPILL PREVENTION AND CONTROL
WM-S SOILD WASTE MANAGEMENT
WM-G SANITARY WASTE MANAGEMENT
IMPERVIOUS CALC
TOTAL DISTURBANCE AREA, 612 SQ FT
EXISTING AMOUNT OF IMFERVIOJ5 AREA, 2,498SQ FT
FROFOSED AMOUNT OF IMPERVIOUS AREA, 612 SQ FT
TOTAL IMPERVIOUS AREA, 3,310SQFT
IMPERVIOUS% INCREASE, 25 %
IMFREVIOUS AREA SHALL INCLUDE, ROOF, SIDEWALK,
PARKING AREA, WALKWAYS, FOOLS, FOOL DECKS, ETC.
GENERAL SITE NOTES
I_ CONCRETE DRIVE SHALL BE TURF BLOCK WITH OPEN CELLS
2. SLOPE MIN 2% AWAY FROM FOUNDATION
3. PARKING AREA SHALL BE A MAXIMUM OF G% SLOPE IN PARKING
4. ALL FENCING INCLUDING FOOTINGS SHALL BE WITHIN THE PROPERTY LINE AND SHALL
NOT ENCROACH INTO PUBLIC TOW OR ADJACENT PROPERTIES.
5. FIELD VERIFY EXISTING PROPERTY LINES PRIOR TO COMMENCING ANY FOUNDATION
WOR,~
G. DESTRIBUTE FOUNDATION SPOILS AS NEED ON SITE. NO EXPORT 15 PROPOSED
7. WATER, SEWER AND ELECTRICAL WILL CONNECT TO THE EXISTING UTILITIES ON SITE. NO
ROW WORK 15 BEING PROPOSED
• EARTHWORK QUANTITIES
A. CUT QUANTITIES, 23 CYD
B. Fl LL QUANTITIES, 23 CYD
C. IMPORT/EXPORT, Q CYD
n J, MAX CUT DEPTH UNDER BUILDING FOOTPRINT, ! '-G" FT
E. MAX CUT DEPTH OUTS,DE BUILDING FOOTPRINT, Q FT
F. MAX FILL DEPTH OUTSIDE BUILDING FOOTPRINT, Q FT
SITE LEGEND
CONCRETE HARDSCAFE
EXISTING FLOOR AREA AS NOTED
PROPOSED I st FLOOR AREA
PROPOSED 2nd FLOOR AREA
NEW INTERIOR REMODELED AREA
= -
-
'
GRASS /TURF
1 ·•·-• · 1 GROUND COVER
PLANTED MATERIAL
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JITt PLA/1
--------------------------
SLIDING GLASS DOOR
L_~-----,-------------i------,-----i--------,--------:;=~~~-D-OIO_R_S_C_H_E_D_U_L_E _____________ ~----------1
I ~=
MARK LOCATION WIDTH HEIGHT TYfE GLAZING plNISH
GARAriE ADU , -
I POI !Garage I G' -011 7' -O" i i
H02 '.Garage G' -O" 8' -O" !
!
'
iQu1lt Shop 9' -0" 8' -O" '
i rl03 I
04 jOuilt Shop 9' -O" 8' -0" I I I
I DOS :ouilt Shop 2' -G" G' -8" I INTERIOR I i dos [P/Bath 2' -G" ' 8' -0" i i
SECOl iD FLOOR -ADU p
[j
07 Living i 8' -0" : 8' -O" i !
I '
08 Living I 15' -O' G' -8" I '
09 Bedroom I I 8' -0" G' -8" 7 I
10 Bath I 2' -G" G' -8" SOLID CORE
'
I I P/Bath I 2' -G" i 7' -O" !SHOWER I i
TOTAL DOORS, I I
DOOR TYPE LEGEND
Bl-FOLD DOUBLE DOOR
/ :,
/
I ' / ' / ' ' ' ' I
' I /
' /
' /
\I i /
/
' /
DOUBLE FRENCH
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GARAGE DOOR INTERIOR SWING
,, 8' -I" .
7 •
. 7' -7 I /2" . •
• 5' -I I /2" 2' -G 112(2'-7".,,
I 330 'i r
l
PIP-lath
1 312
X
I
I !, 4' -I 1/2" ,. 3' -I I 1/2" 2' -7 1/2"1. I G' -2"
1 ,, 8' -I" . 21' -5" •
. I
I
GARAGt-ADU
I /4" = I '-0"
COMMENTS
FRENCH
28' -G"
l
-
28' -G"
20' -IO 1/2"
IS' -8 I /2"
LOGGl,A
8
i'
I l "
Bl-FASS
, , ,
319 '
2' -7 I/; Ii -9 I /2" 3' -8"
7' -j "
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NORTH
/
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30G
307
KEYNOTES
COLD WATER EXTERIOR SHOWER
BUILT-IN CASEWORK
308 42" HIGH STAIR WALL, CEMENT PLASTER FINISH
31 I
312
315
317
319
323
32G
LAV WITH OVERFLOW R!M SET ON COUNTER ON BASE CABINET
RINNAI' RUS75eN WALL EXTERIOR MOUNTED TANKLESS WATER HEATER. I G0,000
BTU. (MIN ,95 EF PER TITLE 24 CALCS)
7" RISE I I" RUN STAIRS WITH DECK COATING FINISH, FIELD VERIFY
1/2" DRYWALL AT RESIDENCE TO GARAGE
CONCRETE PATIO/ STOOP, MAX I" DROP FROM FINISH FLOOR
CLOTHES WASHER AND DRYER SHALL COMPLY WITH MIN, 4" VENT THROUGH
WALL FOR VENTING, i 4'-0" MAX VERTICLE AND HORZONTAL RUN COMBINED, NO
MORE THAN 2-90 DEG, BENDS, PROVIDE BACKDRAFT DAMPER AT DRYER
EXHAUST DUCT, 2 FEET DEDUCTED FROM MAX, LENGTH IF MORE THAN 2 BENDS,
PROVIDE HOT AND COLD WATER WITH DRAIN RECESSED IN WALL, SET UNIT IN
PAN AND DRAIN TO EXTERIOR
LOW FLOW TOILET, SEE GN-1 , I SHEET FOR NOTES, TOILETS SHALL BE I 5" CLEAR
ON CENTER ON EACH SIDE AND 24" IN FRONT MIN.
330 I xG EPI 5' HIGH WOOD SLAT FENCE WITH VERTICLE SUPPORTS
331 2 LAYERS OF 1/2" DRYWALL AT CEILING BETWEEN RESIDENCE AND GARAGE
GENERAL NOTES
I, SEE SHEET GN-1, I FOR FLOOR PLAN AND ELECTRICAL NOTES,
2, SEE SHEET GN-1.2 FOR FLOOR PLAN AND ARCHITECTURAL NOTES,
3, THIS RESIDENCE WAS BUILD BEFORE 1994, ALL EXISTING NONCOMPLIANT FISTURES
(TOILETS THAT USE MORE THAN I ,G GA, OF WATER PER FLUSH, URINALS THAT USE
MORE THEN I GA, OF WATER PER FLUSH, SHOWER HEADS THAT HAVE A FLOW
CAPACITY OF MORE THAN 2,5 GA, OF WATER PER MINUTE, AND INTERIOR FAUCETS
THAT EMIT MORE THAN 2,2 GA, OF WATER PER MINUTE) SHALL BE REPLACE. GC TO
PROVIDE CERTIFICATION OF COMPLIANCE TO THE BUILDING INSPECTOR PRIOR RO FINAL
PERMIT APPROVAL
4, ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MIN, INSULATION
INSTALLED,
a. 1/2'' FIFE= i/2" INSUl..AT!ON
b, 3/4" PIPE -I' INSULATION
c, I" TO I I /2" PIPE -' i /2" INSULATION
d, ADDITIONALLY, THE I /2" HOT WATER PIPE TO TH,E KITCHEN SINK, AND COLD WATER
PIPE WITHIN 5" OF WATER HEATER BOTH REQUIRE I" MIN, INSULATION
WALL LEGEND
!__ _______ , _______ ,.J
//
ABBREVIATIONS
(E) -EXISTING NOTED FEATURE
EXISTING WALL TO REMAIN
EXISTING WALL TO BE
REMOVED (U,N,0,)
PROPOSED 2x4 STUD WALL
PROPOSED 2xG STUD WALL
CMU WALL
(D) -EXISTING NOTED FEATURE TO BE DEMOLISHED
(N) -PROPOSED NOTED FEATURE
(R) -REMODELED ROOM / AREA
(R, $ R,) -REMOVE AND REPLACE NOTED FEATURE
"' C 0
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Checked by Checker
Date: 10-15-20
Jcale: JeeJheet
Job /fumber:
Cad File: Jtone
Jheet /iumber
A-3.01
Flr//T FLOOR -ADU
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-------------------------------
t,
SHOWER
4 "
~3'
ltlL
LAV 5 LA5~4"
2" TOILET
WASHER
4"
d' 5 , J S 3"
lo KITCHEN<
SINK 1>
s
5
J ewer diagram
3/ I G" ~ 1 '-0"
GARAGE -ADU
Cwo1
SECQND FLOOR -ADU
W02
W03
W04 I
WOG '
f---
W07
t= WIO I
WI I
, Wl2 ~
l____Wl3
TOTAL WINDOWS, 12
5
5
LOCATION
F/Bath
Living
L1v1ng
Bedroom I
Bedroom I
P/llath
F/llath
F/Bath
P/5;,th
Kitchen
WIDTH HEIGHT HEADER
2' -b" 4' -0" 8' -O"
4' -O" I 5' -O" 8' -0"
4' -0" 5' -O" 8' -0"
5' -O" 5' -O" 8' -0"
5' -O" i 5' -O" 8' -0" I
3' -O" I 5' -O" 8' -0"
3' -O" 5' -O" 8' -O"
2' -O" . 2' -O" 8' -0';
2' -O" I 2' -O" 8' -O"
2' -O" i 2' -O" 8' -0"
2' -O" I 2' -O" 8' -0"
2' -b" 5' -O" 8' -0"
FIXED
POC
OPERATION TYPE
AWNING
AWNING
□
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WINDOW SCHEDULE
FRAME TYPE TEMPERED GLAZING SHGC U Value
(none) 0.32
(none) 0.32
(none) 0.32
(none) 0.32
(none) 0.32
(none) 0.32
(none) 0.32
(none) 0.33
(none) .25 0.32
(none) 0.33
(none) .25 0.32
(none) 0.32
WINDOW TYPE LEGEND
/ ' / ' ' ,
' /
' /
AWNING SLIDING (XO) DOUBLE CASEMENT
36' -8"
8' -2" ,. 28' -G"
L, 7' -4 I /2"
,,,, 3' -IO" ,,, 3' -G I /2" 2' -8" 2' -9" ,,,,
i 327 :
I 324
, 32G P-Jath 1
CLG HTc 9'-0"
IL3!..!_l_!__JI ,-~--r1; L"Ji I
I 302 ,f-------llll--.,-•----·
I 30 I :f----11-
I 3] 5
I
I
I
I
!,. 3' -5"
I
I ,.
I
I
I
• 309 1 .
.
1
320 i
..
, 310 I
. . 305 1
Kitchen h
CLG HT: 9'-0" u
fun.set Dec~
I
I
IO' -IO"
I
L 4' -I I /2" , 4' -0 I /2" , 21' -G" . .
8' -2" 28' -b"
•
3b' -8"
JE.CO/'ID FLOOR -ADU
1/4" = I '-0"
/
CASEMENT
21' -! 1/2"
10' -G"
P-Jedroom 1
CLG HT, 9'-0"
'
e
7' -3"
COMMENTS
,.
□
5' -2"
" .·
•
.
.
.
I
11 ·
.
ih
ct)
co
.
•
ii, ,,
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/ ,.
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/
301
302
303
304
305
309
310
31 I
3!5
KEYNOTES
3G" HIGH KITCHEN BASE CABINETS WITH COUNTERTOF. OWNER SELECTED
U PFER CABINETS
NEW KJTCHEN SINK WITH DISPOSAL
42" HIGH METAL DECK RAIL. SPACE INT. RAILS 50 THAT A 4" SPHERE WILL NOT
FASS. RAIL TO WITHSTAND MIN. 200 LAT. LOAD.
KJTCHEN ISLAND WITH COUNTERTOP AND CABINETS BELOW, OWNER SELECTED
RANGE WITH EXHAUSTED MICRO ABOVE. VENT TO EXTERIOR, OWNER SELECTED
REGRIDGERATOR/ FREEZER WITH COLD WATER HOOKUP IN WALL
LAV WITH OVERFLOW RIM SET ON COUNTER ON BASE CABINET
7" RISE I I" RUN STAIRS WITH DECK COATING FINISH. FIELD VERIFY
DEX OTEX DECK COATING OVER SUBFLOOR PER MFGR RECOMMENDATIONS.
ESR 1757
320 ROD AND SHELF
324
325
32G
327
FULL HEIGHT TILED SHOWER WITH TEMPERED GLASS ENCLOSURE
4" HIGH DAM
LOW FLOW TOILET. SEE GN-I . I SHEET FOR NOTES. TOILETS SHALL BE I 5" CLEAR
ON CENTER ON EACH SIDE AND 24" IN FRONT MIN.
I 7'' HIGH Tll£D BENCH SEAT
GENERAL NOTES
I. SEE SHEET GN-I. I FOR FLOOR PLAN AND ELECTRICAL NOTES.
2. SEE SHEET GN-I .2 FOR FLOOR PLAN AND ARCHITECTURAL NOTES.
3. THIS RESIDENCE WAS BUILD BEFORE 1994. ALL EXISTING NONCOMPLIANT FISTURE5
[TOILETS THAT USE MORE THAN I .G GA. OF WATER PER FLUSH, URINALS THAT USE
MORE THEN I GA. OF WATER PE". FLUSH, SHOWER HEADS THAT HAVE A FLOW
CAPACITY OF MORE THAN 2.5 GA. OF WATER PER MINUTE, AND INTERIOR FAUCETS
THAT EMIT MORE THAN 2.2 GA. OF WATER PER MINUTE) SHALL BE REPLACE. GC TO
PROVIDE CERTIFICATION Of COMPLIANCE TO THE BUILDING INSPECTOR PRIOR RO FINAL
PERMIT APPROVAL
4. ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MIN. INSULATION
INSTALLED,
a. 1/2" FIFE~ 1/2" INSULATION
b. 3/4" PIPE ~ I" INSULATION
c. I" TO I 1/2" FIFE~ I 1/2" INSULATION
d. ADDITIONALLY, THE I /2" HOT WATER PIPE TO THE KITCHEN SINK, AND COLD WATER
PIPE WITHIN 5" OF WATER HEATER BOTH REQUIRE I" MIN. INSULATION
WALL LEGEND
/// ///
ABBREVIATIONS
(E) -EXISTING NOTED FEATURE
EXISTING WALL TO REMAIN
EXISTING WALL TO BE
REMOVED (U.N.0.)
PROPOSED 2x4 STUD WALL
PROPOSED 2xG STUD WALL
CMU WALL
(D) -EXISTING NOTED FEATURE TO BE DEMOLISHED
(N) -PROPOSED NOTED FEATURE
(R) -REMODELED ROOM/ AREA
(R. $ R.) -REMOVE AND REPLACE NOTED FEATURE
If)
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Author
Checked by, Checker
Date: 10-15-20
Jcale: JeeJheet
Job /'lumber:
Cad ifle: Jtone
Jheet /'lumber
A.-3.02
JE.C0/117 FLOOR -ADU
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1 412 ~: ----~
JOUTM E.LE. VA TIOtl -ADU
o· U"l'
100 sow
I
U)
f.-
f.-
TOP OF RIDGE ~ I B5'-2"
407
414
402
413
SECONQ_FLOOR TOP PLATE -ADU
187'-5"
401 ;
412
",.
SECOND ~LOOR -A~U.} '• -~ .. >---.
GARAGI_TOP PLATE~·
<)
i
i
/ /
/ ---.------·------
/
TOP OF RIDGE ~ I 95'-2"
414
413
402
SECOND FLOOR TOP PLATE~-~A~D~U~£>-__ ,_,..
1e7' -s" 'l' r
401
SECOND FLOOR__::.A~.
___ __§;ARAGE TOP _f'LA~
408 I
40:J
GARAGE -ADU $
(E)GRADE ~ I G7'.00'
<)
('J
401
KEYNOTES
7/8" CEMENT PLASTER OVER PAPER BACKED LATH OVER 'IYVEK: BUILDING
WRAP. MATCH EXISTING
402 CEMENT PLASTER SCULPTED EAVE
405 GARAGE DOOR. OWNER SELECTED
407
408
409
410
41 I
412
413
414
G.I. METAL DRIP FLASHING
CONCRETE STOOP AT DOOR. MAX I" DROP
G.I. WEEP SCREED
7" RISE I I" RUN STAIRS WITH DECK COATING FINISH. FIELD VERIFY
42'' HIGH STAIR WALL. CEMENT PLASTER FINISH
42" HIGH METAL DECK RAIL. SPACE INT. RAILS SO THAT A 4" SPHERE WILL NOT
PASS. RAIL TO WITHSTAND MIN. 200 LAT. LOAD.
WOOD FASCIA WITH GUTTER
EAGLE' CONCRETE BARREL TILE ROOF OVER ROOFING FELTS. ER 2015, OWNER
APPROVED
ELEVATION NOTES
I . FIELD VERIFY ALL SETBACKS PRIOR TO COMMENCEMENT OF WORK. IF A CONFLICT
ARISES THE ARCHITECTURAL DESIGNER SHALL BE NOTIFIED
2. THE INTENT OF THESE ILLUSTRATIONS ARE TO SHOW DESIGN INTENT AND THE SPIRIT OF
THE ARCHITECTURE. 1,= ANY CHANGES ARE REQUIRED OR REQUESTED BY THE OWNER
WHICH AFFECTS THE DESIGN INTENT. THE CONSTRUCTOR SHALL NOTIFY THE
ARCHITECTURAL DESIGNER OF THE CHANGES AND A REVIEW SHALL BE DONE.
3. CENTER LINES ILLUSTRATED ON PLAN AND ELEVATION ARE IN PLACED TO SHOW THE
IMPORTANCE OF HOLDING CENTER. WHEN CONFLICTS ARISE HOLDING CENTER SHALL BE
THE RULE. CONTACT DESIGNE"'. BEFORE ANY DEVIATIONS ARE MADE.
4. ALL VENT OPENINGS SHALL BE PROTECTED BY NON-COMBUSTABLE CORROSION
RESITANT MESH AND MEETS ALL THE FOLLOWING REQUIREMENTS,
a. INDIVIDUAL VENT OPENINGS SHALL NOT EXCEED 144 INCHES
b. Tr,E DIMENSIONS OF THE OPENINGS SHALL BE A MIN. 1/1 G" AND SHALL NOT EXCEED
1/8"
5. ALL SIDING. TRIM BOARD AND EAVES SHALL BE FIRE RESISTANT "BORAL" TRUEXTERIOR
WHICH MEETS WUI SPECIFICATION
EXTERIOR FINISH SCHEDULE
EXTERl0;1. WALLS,
MATERIAL,
MFGR,
FINISH,
COLOR,
SIDING,
MATERIAL,
MFGR
FINISH:
COLOR,
TRIM:
MATERIAL,
FINISH:
COLOR,
STONL
CEMENT PLASTER
SAND
CLIENT SELECTED
b" LAF
BORAL TRUEXTERIOR OR
EQUAL
PAINT
CLIENT SELECTED
BORAL COMPOSITE
SMOOTH
WHITE
MATE".IAL, NA
MFGR,
ELEVATION LEGEND
D PLASTER/ STUCCO
r HORIZONTAL WOOD SIDING
LEVEL/ HEIGHT
KEYNOTE
1/4" -I '-0" HORIZONTAL WOOD SIDING DOOR SYMBOL
r--FINISH WOOD
WINDOW SYMBOL
C:
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Jheet Info
Author: JtK
Checked by, Checker
Date: 10-15-20
Jcale: Jee_Jheet
Job /'lumber:
Cad File, Jtone
_/heet /1umber
A-4.01
l'XTtRIOR tLtVATIO/lf -ADU
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415
404
100
50~···
t.,1/T t.Lt VA TIO/'l ADU
I /4" = I '-0"
0
,, U'l
tlORTM t.Lt.VATIO/'l ADU
I /4" ~ i '-0"
IDD
·~50
/
'
' /
,, ,1,
','.:'ii ,1 i't 1, I·, 1
7
TOF OF RIDGE ~ I 35'-2"
414
413
402
SECOND FLOOR TOF FLATE -ADU --187' -5'
401 1
~----"---i_SECOND FLOOR~
___ GARAGE TOF ~
411 ,
404
0
(E)GRADE ~ I G7'-0"
TOF OF RIDGE ~ 135'-2"
414
413 i
SECOND FLOOR TOP PLATE -ADU ---~~,-.---187' -5"
402
412
ii,
___ SECOND FLOO~-A~D~U~_,..,.;-_..,
41 I
GARAGE -ADU
I 68' -O"
f.G. = I 68'-8"
f--
C\J
i\J
f--
C\J
0
f--C\J
401
402
404
4! I
412
4i3
414
415
KEYNOTES
7/8" CEMENT PLASTER OVER PAPER BACKED LATH OVER TYVEK: BUILDING
WRAP, MATCH EX1i3TING
CEMENT PLASTER 5CULPTED EAVE
I xG EPI 5' HIGH WOOD SLAT FENCE WITH VERTICLE SUPPORTS
42" HIGH STAIR WALL, CEMENT PLASTER FINISH
42" HIGH METAL C>ECK RAIL, SPACE INT. RAILS SO THAT A 4" SPHERE WILL NOT
PASS. RAIL TO Wt1HSTAND MIN. 200 LAT. LOAD.
WOOD FASCIA WITH GUTTER
EAGLE' CONCRETE BARREL TILE ROOF OVER ROOFING FELTS. ER 2015, OWNER
APPROVED
RINNAI' RUS75eN WALL EXTERIOR MOUNTED TANKLESS WATER HEATER,
I G0,000 BTU. (MIN .:35 EF PER TITLE 24 CALCS)
ELEVATION NOTES
I. FIELD VERIFY ALL SETBACKS PRIOR TO COMMENCEMENT OF WORK. IF A CONFLICT
ARISES THE ARCHITECTURAL DESIGNER SHALL BE NOTIFIED
2. THE INTENT OF THESE ILLUSTRATIONS ARE TO SHOW DESIGN INTENT AND THE SPIRIT OF
THE ARCHITECTURE. IF ANY C~,ANGES ARE REQUIRED OR REQUESTED BY THE OWNER
WHICH AFFECTS THE DESIGN INTENT. THE CONSTRUCTOR SHAUL NOTIFY THE
ARCHITECTURAL DESIGNER OF THE CHANGES AND A REVIEW SHALL BE DONE.
3. CENTER LINES ILLUSTRATED ON PLAN AND ELEVATION ARE IN FLACED TO SHOW THE
IMPORTANCE OF HOLDING CENTER. WHEN CONFLICTS ARISE HOLDING CENTER SHALL BE
THE RULE. CONTACT DESIGNER BEFORE ANY DEVIATIONS ARE MADE.
4. ALL VENT OPENINGS SH,ALL BE PROTECTED BY NON-COMBUSTABLE CORROSION
RESITANT MESH AND MEETS ALL THE FOLLOWING REQUIREMENTS,
a. INDIVIDUAL VENT OPENINGS SHALL NOT EXCEED 144 INCHES
b. THE DIMENSIONS OF THE OFENINGS SHALL BE A MIN. I /I G" AND SHALL NOT EXCEED
i /8"
5. ALL SIDING. TRIM BOARD AND EAVES SHALL BE FIRE RESISTANT "BORAL" TRUEXTERIOR
WHICH MEETS WUI SPECIFICATION
EXTERIOR FINISH SCHEDULE
EXTERIOR WALLS,
MATERIAL,
MFGR:
FINISH,
COLOR,
SIDING,
MATERIAL,
MFGR,
FINISH,
COLOR,
TRIM,
MATERIAL,
FINISH,
COLOR,
STONE,
CEMENT FlASTER
SAND
CLIENT SELECTED
G" LAP
BORAL TRUEXTERIOR OR
EQUAL
PAINT
CLIENT SELECTED
BORAL COMPOSITE
SMOOTH
WHITE
MATERIAL, NA
MFGR:
ELEVATION LEGEND
C '
~ L__
C ' '
' '
C '
PLASTER/ STUCCO
HORIZONTAL WOOD SIDING
HORIZONTAL WOOD SIDING
FINISt-'1 WOOD
LEVEL/ HEIGHT
KEYNOTE
DOOR SYMBOL
WINDOW SYMBOL
<Sl
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Jheet Info
Author: Author
Checked by: Checker
Date: 10-15-20
Jcale: JeeJheet
Job tlumber:
Cad File: ./tone
Jheet /1umber
A-4.02
tXTLRIOR EU.VATIO/'IJ-ADU
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