HomeMy WebLinkAboutCDP 2019-0032; LOVE RESIDENCE; Planning CommissionPROJECT TEAM
DESIGNER: TRAVIS DEAL
DRAFTER: ANDRES SAAVEDRA
1320 GRAND AVE. #2
SAN MARCOS, CA 92072
(760) 809-0545
PROJECT DATA
APN: 207-385-20-00
LEGAL: LOT 6 TR 10925
1. AS A MINIMUM Jali,ME,8/MwsN.O-I~K SHALL COMPLY
' BUILDING DEPARTMENT SUPPLEMENTAL PROCEDURES AND NEWSLETTERS
AND NFPA BULLETINS.
2. THE GENERAL CONTRACTOR, THE SUBCONTRACTOR, AND MATERIAL
SUPPLIERS SHALL REFER TO THE DRAWINGS, SCHEDULES AND
SPECIFICATIONS AS WHOLE DETERMINING THE CONSTRUCTION
REQUIREMENTS FOR THE PROJECT.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL
AREAS ON THE PROJECT WHICH REQUIRE TOLERANCES BETWEEN ROUGH
OPENINGS AND/ OR FINISH MATERIALS AND PROVIDE FOR THE PROPER
TOLERANCES TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CONTRACTOR DOCUMENTS.
4. ALL DRAWINGS, SCHEDULES AND SPECIFICATION IN THE BID PACKAGE
ARE TO BE CONSIDERED EQUAL PARTS OR THIS CONTRACTOR PACKAGE,
THE CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE RESPONSIBLE
FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS, SCHEDULE, AND
SPECIFICATIONS, INCLUDING CIVIL, ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL, ALL DISCREPANCIES, OMISSIONS
OR ERRORS THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IN WRITING PRIOR TO THE SUBMISSION OF BIDS SO THAT
CLARIFICATION MAY BE ISSUED.
5. ANY WORK PERFORMED IN CONFLICT WITH ANY PART OF THE CONTRACT
DOCUMENTS OR CODE REQUIREMENT SHALL BE CORRECTED BY THE
CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER
OR ARCHITECT.
6. PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES
WITH APPROPRIATE UTILITY COMPANIES, IN ADDITION, THE GENERAL
CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE AT THE
PROPERTY LINE AND REPORT THE FINDINGS IN WRITING TO THE ARCHITECT
AND MECHANICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
7. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF
OTHERS, SUB-CONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO
THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND
IS ADEQUATE PRIOR TO COMMENCING THEIR WORK.
8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON
PLANS, SECTIONS AND DETAILS. DIMENSIONS ARE TO FACE OF STUD OR
SLAB UNLESS OTHERWISE NOTE ON DRAWINGS. DO NOT SCALE DRAWINGS.
9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ITEMS
AND PROCEDURES DURING THE TERM OF CONSTRUCTION.
10. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED AND THE BUILDING
SHALL NOT BE USED FOR ANY PURPOSE UNTIL TOILETS AND EXIST
FACILITIES ARE PROVIDED UNDER SEPARATE PERMIT.
--------~---------------------
AB.
AC.
ACOUST.
A.D.
ADD.
ADJ.
A.E.F.F.
ALUM.
ALT.
&
L
ANOD.
ARCH.
ASPH.
@
BD.
BTWN.
B.F.
BLDG.
BLKG.
BM
B.N.
B.O.
BOT.
BRG.
BSMT.
B.U.
C.
CER
C.B
C.I.P.
C.J.
CL
CLG.
CLR.
CMU
CLST.
CO.
COL
CONC
CONSTR
CONT.
COORD.
CORR.
CSK
CTR
DA
D.F.
DBL
DIA/0
DIAG.
DIAPH.
DIM.
D.L
ON.
DS.
DTL
DWG.
OWLS.
DWR
EA
E.B.
E.J.
EL.
ELEC.
ELEV.
E.N.
ENC.
ED.
EQUIP.
E.W
E.WC.
EXT.
EXIST.
FB.
F.D.
FON.
F.E.
F.E.C.
F.F.
F.F.E.
F.PE
F.G.
F.H.C.
FIN.
FLR
FLUOR
FN
F.O.B
F.O.C.
F.O.M.
F.0.P.
F.O.S.
FT.
FTG.
FS
GA
GALV.
G.L
GL
GLB
GYP. BD
H.C.
HDR
HDWR.
HGR
HM
HORIZ.
HR
HT.
HVAC
H.W
LD.
eesco
ABBREVIATIONS
ANCHOR BOLT
AIR CONDITIONING
ACOUSTICAL
ACCESS DOOR/ AREA DRAIN
ADDENDUM OR ADDITION
ADJUSTABLE
ABOVE EXISTING FINISH FLOOR
ALUMINUM
ALTERNATE
AND
ANGLE
ANODIZE
ARCHITECT(URAL)
ASPHALT
AT
BOARD
BETWEEN
BOTTOM OF FOOTING
BUILDING
BLOCKING
BEAM
BOUNDARY NAIL
BOTTOM OF
BOTTOM
BEARING
BASEMENT
BUILT-UP
CHANNEL
CERAMIC
CATCH-BASIN
CAST-IN-PLACE
CONTROL JOINT
CENTERLINE
CEiUNG
CLEAR(ANGE)
CONCRETE·MASONRY UNIT
CLOSET
CLEAN OUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
COORDINATE
CORRIDOR
COUNTERSINK
CENTER
DAMP PROOFING
DRINKING FOUNTAIN
DOUBLE
DIAMETER
DIAGONAL
DIAPHRAGM
DIMENSION
DEAD LOAD
DOWN
DOWNSPOUT
DETAIL
DRAWING
DOWELS
DRAWER
EACH
EXPANSION BOLT
EXPANSION JOINT
ELEVATOR
ELECTRIC(AL)
ELEVATION
EDGE NAIL
ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
ELECTRIC WATER COOLER
EXTERIOR
EXISTING
FLAT BAR
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR/
FACTORY FINISH
FINISHED FLOOR ELEVATION
FINISHED PAVING ELEVATION
FINISHED GRADE
FIRE HOSE CABINET
FINISH
FLOOR
FLUORESCENT
FIELD NAILING
FACE OF BRICK
FACE OF CONCRETE
FACE OF MASONRY
FACE OF PANEL
FACE OF STUD
FOOT/FEET
FOOTING
FLOOR SINK
GAUGE
GALVANIZED
GALVANIZED IRON
GLASS
GLU-LAM BEAM
GYPSUM BOARD
HOLLOW CORE
HEADER
HARDWARE
HANGEP,
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING. VENTILATING AND
AIR CONDITIONING
HOT WATER
INSIDE DIAMETER
IN.
INCL
INSUL
INT.
JAN.
JST.
JT.
KIT.
KJ
LAM.
LAV.
MAS
M.O.
MATL
MAX.
MECH
MEMB.
MET.
MFR.
MIN.
MISC
N
NA
N.LC.
N.T.S
NO.
O.C.
O.D.
O.F.
O.F.C.L
0.F.0.1.
OH
OPN'G
OPP
<
PERIM.
PERPL
PLAM.
PLAS.
PLAST.
PD.
PLYWD
R
RC.P
RD.
REF
REINF
REO(D)
REQMTS
RESIL.
RET
RM
RO.
s
s.c.
SCHED.
S.F.
SHT.
SIM
S.M.F.E.
SPEC
SQ.
S.S.
STAGG.
STD.
STIFF.
STR
STL
SYM.
T.
T.C.
T&G
THR
T.L
T.J.
T.N.
T.O.C.
T.O.S.
T.O.W
TRANS.
TYP.
U.B.C.
U.N.O.
V.CT
VENT
VERT
V.R
VTR
VWC w wow
WI
WGL
W.H.
W/0
WP
W.P.J.
W.R.
INCH
INCLUDED
INSULATION
INTERIOR
JANITOR
JOIST
JOINT
KITCHEN
KEYED JOINT
LAMINATED
LAVATORY
MASONRY
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL
MEMBRANE
METAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NOTTO SCALE
NUMBER
ON CENTER
OUTSIDE DIAMETER
OVERFLOW/ OUTSIDE FACE
OWNER FURNISHED/
CONTRACTOR INSTALLED
OWNER FURNISHED/
OWNER INSTALLED
OPPOSITE HAND/ OVERHEAD
OPENING
OPPOSITE
PROPERTY LINE
PERIMETER
PERPENDICULAR
PLASTIC LAMINATE
PLASTER
PLATIC
PLANTER DRAIN
PLYWOOD
RISE
REFLECTED CEILING PLAN
ROOD DRAIN
REFEREMCE
REINFORCING
REQUIRED
REQUIREMENTS
RESILIENT
RETAIN(ING)
ROOM
ROUGH OPENING
SOUTH
SOLID CORE
SCHEDULE
SQUARE FEET
SHEET
SIMILAR
SURFACE MOUNTED FIRE
EXTINGUISHER
SPECIFICATION
SQUARE
STAINLESS STEEL
STAGGERED
STANDARD
STIFFENED
STRUCTURAL
STEEL
SYMMETRICAL
TREAD
TOP OF CURB/
TOP OF CONCRETE
TONGUE AND GROOVE
THRESHOLD
TENANT IMPROVEMENT
TOOLED JOINT
TOE NAILED
TOP OF CURB
TOP OF SLAB
TOP OF WALL
TRANSVERSE
TYPICAL
UNIFORM BUILDING CODE
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VENTILATOR/ VENTILATION
VERTICAL
VAPOR RETARDER
VENT THRU ROOF
VINYL WALL COVERING
WEST
WINDOW
WlTH
WlRE GLASS
WATER HEATER
WITHOUT
WATERPROOF
WEAKENED PLANE JOINT
WATER RESISTANT
3
ve.
SYMBOL LEGEND
@xxx DETAIL:
~ ~--DETAIL NUMBER
-----SHEET WHERE DRAWN
4 INTERIOR ELEVATION:
-----SHEET WHERE DRAWN
1
2 ------ELEVATION NUMBER
BUILDING SECTION:
---.,-------SECTION NUMBER
L--~1----,..
AX.X 7'4----SHEET INHERE DRAWN
t=
✓
ffi
0
T
100
J l
CENTER LINE
FACE DIMENSION
CENTER LINE DIMENSION
ELEVATION
FINISH ELEVATION
FINISH MATERIAL
GRID OR COLUMN LINE
TRUE NORTH
NORTH
WINDOW TYPE
WALL TYPE
KEYNOTE
REVISION
ROOM NUMBER
DOOR NUMBER
ALIGN -TYPICAL
' ars
APPLICABLE CODES
ZONE:
YEAR BUILT:
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
R-4 RES/ AG
RESIDENTIAL
CONSTRUCTION SHALL CONFORM TO:
GOVERNING CODES:
'
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING
MODEL CODES:
-2016 CBC (CALIFORNIA BUILDING CODE)
-2016 CMC (CALIFORNIA MECHANICAL CODE)
-2016 CPC (CALIFORNIA PLUMBING CODE)
-2016 CFC (CALIFORNIA FIRE CODE)
-2016 CEC (CALIFORNIA ELECTRICAL CODE)
-2016 CRC (CALIFORNIA RESIDENTIAL CODE)
-2016 CGBSC (CALIFORNIA GREEN BUILDING STANDARDS 1 CODE)· (
-2016 CBEES (CALIFORNIA BUILDING ENERGY E:FFICIENCY 1
STANDARDS) [
-STATE OF CALIFORNIA ENERGY CONSERVATION f
REQUIREMENTS (T-24) i [
(
INDEX OF DRAWING
T-1 TITLE SHEET
ARCHITECTURAL
A-1 SITE PLAN
A-2 MAIN LEVEL FLOOR PLAN
A-3 GARAGE LEVEL FLOOR PLAN
A-4 ROOF PLAN
A-5 MAIN & GARAGE LEVEL ELECTRICAL PLANS
A-6 ELEVATIONS
A-7 ELEVATIONS
A-8 SECTIONS
A-9 SECTIONS
SQUARE FOOTAGE BREAKDOWN
LOT SIZE:· 7,865 S.F.
AREA OF HOUSE: 2,535 S.F.
AREA OF PORCH: 554 S.F.
STAIRS: 51 S.F.
ROOF DECK: 213 S.F.
GARAGE: 554 S.F. 1------s_c_o_P_E_O_F_W_O_R_K ___ +-l']
-NEW RESIDENCE CONSTRUCTION CONSISTING OF 2,535 '-"--'~~~~~~~~~~~~~~~~~~~~~,__,__,,.
S.F. w/ A ROOF DECK OF 213 S.F., 554 S.F. PORCH AND 554
S.F. GARAGE UNDER RESIDENCE
E s
THE EXISTING HOUSE IS NOT SPRINKLERED.
A MINIMUM OF 65% NON-HAZARDOUS CONSTRUCTION
AND DEMOLITION DEBRIS WILL BE RECYCLED OR
SALVAGED FOR REUSE IN ACCORDANCE WITH EITHER
SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE
STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
WASTE MANAGEMENT ORDINANCE (CAL GREEN SECTION
4.408.1)
THE DISCHARGE OF POLLUTANTS TO ANY STORM
DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE
PETROLEUM BY PRODUCTS, SOIL PARTICULATES,
CONSTRUCTION WASTE MATERIALS, OR WASTE WATER
GENERATED ON CONSTRUCTION SITES OR BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED,
CONVEYED, OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
THE FINISH GRADE AND IMPERVIOUS SURFACES SHALL
DRAIN AWAY FROM THE FOUNDATION WALL AT A
MINIMUM SLOPE OF 2% OR SHALL FALL 6 INCHES WITHIN
THE FIRST 10 FEET WHERE POSSIBLE ..
A FOUNDATION FORMS CERTIFICATION THAT IS
CERTIFIED BY A LICENSED LAND SURVEYOR MAY BE
REQUIRED BY THE BUILDING INSPECTOR AT THE FIRST
FOOTING INSPECTION.
VICINITY MAP
•· 'f '·4615_7<?Je~copei :Avenue
,. . .
( ; C!T'fOF CARl'.SBAD ~ PLANNING COMMISSlON _/ .
Case Name'. Love '/lp qcleMCL . .
1
.·_ ---'--"-'~~,---· ·_•· .:..·---'-:----:-..· ---:--·-· -
. Case NO.'. eoP 261<! ~e:;o.3,-
Exhibit No.'. t,-\
l;z i 0 '
:F ;o._
'o::: lo
'(I) w
0
wi>-I
' ~10J ! 22 □ f-11})
z15
01w,
(I) ll'. I
5 w
' ll'.
~' ol' ' i
ll'.: ! w,, !
OJ' ' 2: :Ji z,,
. co
WO >o
<(N
w 0)
Q_ <( 8u
(J) -wo
_J <(
Wm
I-(J)
LD _J
,-O:'.::
CD <(
s::;J-U
_J
<C w :;..: 0 a:i
0 w 0 5 z Cf) ~ (_'.)> CL
t9 Cf) <C z I w 0-::::
0 01-
DATE:
SEP 2019
SCALE:
SHEEl:
T-1
CL
u >-
ro " "' ro
C\J
X2B9.58
LDT 7
• 0
I
Lil
(\J
' 0
0
C)
0 -
_J
Q
~
' m
s:t-
(J\
()j • '° m z
fx fl ~ pw
fr
SIDE
SETBACK
7'-0'
I
I
-2913 _ I
T"
I 297,9
I ------1-+_---_
03°30'12/E-
P,L, d0;G0' -·'
C:
P.L, 86,66' --
u >-
" "" g;
'"
--
-----<~06
u >-.,
II) a; g:
SITE PLAN El --N SCALE: 1/8"=1'-0"
u >-
----1--
, -, __
X298,7
------i,,,~~ I __ 7,
-2% -j
----<95 -r
2-94 -,
293 I
I ._-~
,-f 289.8
SL
r·-, ·-----.. ~
I
' VJ
Q)
~
300.83 T\./
298,9
LDT 5
LOT COVERAGE
LOT SIZE: 7,865 SF.
MAX. LOT COVERAGE 40 (3,146) SF.
AREA OF HOUSE LOT CVRG.: 2,535 SF
AREA OF PORCH: 554 S.F.
STAIRS: 51 SF.
TOTAL LOT COVERAGE 3,130 (39%) S.F.
ROOF DECK: 213 S.F.
GARAGE: 554 SF.
VICINITY MAP
PROJECT DATA
NAME AND ADDRESS OF OWNER (760) 2103-0526
LOVE RESIDENCE
APN: 207-385-20
4615 TELESCOPE AVE.
CARLSBAD, CA 92008
SITE PLAN LEGEND
NORTH ARROW
---P-1:-.---PROPERTY LINE
STREET CENTER LINE --C-l--
k 0'-0" k 1 1 DIMENSION LINE
GENERAL NOTES
LANDSCAPE CONSTRUCTION DRAWINGS ARE
REQUIRED IF THE PROJECT INCLUDES 500
SQUARE FEET OR GREATER OF NEW
LANDSCAPING. THE LANDSCAPE REQUIREMENTS
ARE DETAILED IN THE CITY'S LANDSCAPE
MANUAL AVAILABLE ONLINE AT:
http://www.carlsbadca.gov/civicax/filebank/blobdload.
aspx?BloblD=24086
'450 SQUARE FOOT OF LANDSCAPE PROPOSED
500 MAXIMUM
BMP'S LEGEND
! PDS 659 ! BROW DITCH ~ ~
! PDS 659 ! BERM ~ B ~
DIRECTION OF LOT DRAINAGE ~ ~
MATER ALS & WASTE MANAGEMENT BMP's
! WM-1
IWM-4
WM-8
WM-5
WM-9I
WM-6I
MATERIAL DELIVERY & STORAGE
SPILL PREVENTION AND CONTROL
CONCRETE WASTE MANAGEMENT
SOLID WASTE MANAGEMENT
SANITARY WASTE MANAGEMENT
HAZARDOUS WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROL BMP's
SS-2 I PRESERVATION OF EXISTING VEGETATION ........... PEV......r-PEV......r-
ss 3 I BONDED OR STABILIZED FIBER M M ~~-=-MATRIX (WINTER) ....,-.. ....,-.. ...,,....
SS-4 I HYDROSEEDING (SUMMER) ........... TSP....,.....TSP ...........
SS-6 Iii SS-8 I STRAW OR WOOD MULCH ~sNV~s,w~
SS-7 j PHYSICAL STABILIZATION (WINTER) '-""'EBM....r-E.BM--r-
SS-10 I ENERGY DISSIPATOR E£jj
SC-1 I SILTFENCE --1■1--1■1--
SC-2 I SEDIMENT/ DESIL TING BASIN 0
SC-5 I FIBER ROLLS --FR-FR--
SC-6 Iii SC-8 I GRAVEL OR SAND BAGS -=-=-=·=·=·
j SC-7 STREET SWEEPING AND VACUUMING
j SC-10 STORM DRAIN INLET PROTECTION II
j NS-2 DEWATERING FILTRATION -e---e--
! TC-1 STABILIZED CONSTRUCTION ENTRANCE ~
! TC-2 CONSTRUCTION ROAD STABILIZATION ~
I TC-3 ENTRANCE I EXIT TIRE WASH ~
POST-CONSTRUCTION SITE DESIGN BMP's
~~~ MAINTAIN NATURAL DRAINAGE PATHWAYS & I 4.3, 1 I IIYDROLOGIC FEATURES
~-~ CONSERVE NATURAL AREAS, SOILS &
I 4•3•2 I VEGETATION
4,3,3 I MINIMIZE IMPERVIOUS AREA
4,3,4 I MINIMIZE SOIL COMPACTION
4,3,5 I IMPERVIOUS AREA DISPERSION
4,3,6 I RUNOFF COLLECTION
I 4 3 7 I LANDSCAPING WITH NATIVE OR DROUGHT
· ' ' · TOLERANT SPECIES
I 4,3,8 I HARVESTING AND USING PRECIPITATION
POST CONSTRUCTION SOURCE CONTROL BMP's
4,2,1
4,2,2
4,2,3
4,2,4
4,2,5
I 4,2,6
PREVENTION OF ILLICIT DISCHARGES INTO THE MS4
STORM DRAIN STENCILING & POSTING OF S!GNAGE
PROTECTED OUTDOOR MATERIALS STORAGE AREAS
PROTECT MATERIALS STORED IN
OUTDOOR WORK AREAS
PROTECT TRASH STORAGE AREAS
ADDNL. BMP's BASED ON POTENTIAL
RUNOFF POLLUTANTS
[Kj ON SITE STORAGE DRAIN INLETS
[K} INTERIOR FLOOR DRAINS & ELEVATOR SHAFT SUMPS
[gJ INTERIOR PARKING GARAGES
(]] NEED FOT FUTURE INDOOR & STR. PEST CONTROL
W LANDSCAOE/ OUTDOOR PESTICIDE USE
[I] POOLS, SPAS, PONDS, FOUNTAINS & WATER FEATURES
[§J FOOD SERVICE
[8J TRASH OR REFUSE AREAS
[D INDUSTRIAL PROCESSES
QJ OUTOOR STORAGE OF EQUIP OR MATERIALS
IBJ VEHICLE AND EQUIPMENT CLEANING
[jJ VEHICLE/ EQUIPMENT REPAIR AND MAINTENANCE
[Mj FUEL DISPENSING AREAS
[ill LOADING DOCKS
[QJ FIRE SPRINKLER TEST WATER
(E] MISCELLANEOUS DRAIN OR WASH WATER
[QJ PLAZAS, SIDEWALKS, DRIVEWAYS & PARKING LOTS
!1'.§1 ! . ' !Fi
(l,_' ' 0::: 0 ! :Cf}
IJJ; ;o: :
' w >_I •col _J . '
~!01 !Wi 1-.(/),
; I
! Z!:5! • O'wi
Cl) :o:::
5:1: ' w1 1
,0::: '!!!' ! i i !<(!
lo
!o:: !
w co ,~
,:J, 1,z,,
. OJ w > 0
<( 0
N
w 0)
o_
<( 0 u u
(f) ~ w 0 _J <( w m I-(f)
LO _J
0::::: ,-
CD <(
-set-u
_J
<(
w ;;.; 0 a:J
0 w 0
5 z (f) 0 a: (_') --
Q_ > fil --
(f) <( z I w er:::
0 0 ~
DAlE:
SEP 2019
SCALE:
SHEET:
A --1
\v'INDD\v'
D □□R
D □□R 2x wIND □w SCHEDULE
TAG
1
2
3
4
5
6
7
8
9
TAG
A
B
C
D
E
F
G
H
1
CD DIMENSIONS
\v'IDTH x HEIGHT
48 11 X 7211
72 11 X 4311
60 11 X 36 11
' 48 11 X 4311
48 11 X 2411
36 11 X 36 11
30 11 X 4311
18 11 X 48 11
1511 X 48 11
~ DIMENSIONS
\v'IDTH HEIGHT THICK
4211 80 11 l-3/8 11
3611 80 11 l -3/811
2-3611 80 11 l-3/8 11
3211 80 11 l-3/8 11
3011 80 11 l -3/811
2811 80 11 l -3/811
112 11 3411 l-3/8 11
2-3011 80 11 l-3/8 11
Speclflc:ations:
Recomroonde<I span: 48" max. between p,os:s
C13/J/es m.ay pa'!:S thro~',Jh po/its on longer s,:R.ns.
Handrail· 2" diameter 16 g;;uge 316 grade st:;jnless s,eel -r,;t;bg
Infill. RailEasy"' Tensioner,, with ,,.19 316 grade sta,nles~ steel tubmg
Posts. 2" diameter 16 gauge 316 grade stainless steel wbing
Top and (Os>tional) bottom rails are secured "!o posts us,ng 316 grade
rast st~inless steel f.~ings. Tensioners are riveled to posts.
\v'INDD\v'
TYPE
FIXED
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SINGLE HUNG
FIXED
FIXED
D □□R
TYPE
SINGLE
SINGLE
FRENCH
SINGLE
SINGLE
SINGLE
GARAGE
SLIDER
02"TUBE~ :~
GUARDRAIL DETAIL
QTY,
2
2
2
1
2
1
4
3
3
QTY,
1
1
2
3
2
5
1
1
3'-58
I ' I ' TEMP, I
' ' :,ii
YES
ND
-,
~i -,
i ,r@-' I
I
YES I '
ND ~ " -I ~-
YES I
' ' ' YES i I_
"!
ND !
ND
ND ~
TEMP, 0
ru v
' ' ' I
~; ~®-" ~i
YES
YES
YES
ND ~ ND
ND
ND
18'
ND \~ [[]
3
! M
I ®--
,--
'-11'
'
' r
I
'
59'-5'
21'-5' 7'-0'
2'-11' l'-11' 2'-10'
A B
~ I y y
, ' A I
i ' ! la... -~0-' '5 t=>
I 'f I
I ~0/ I
I /4o~ ! ! ... ' [El ~ ro ' ! ~
ill oo r--~ BATH
I BEDROOM #2 ~~\ 0 -~ ,~ -L ~ ~ \ ' I "' [QJ
I I [I] I
I 0
I ' m
[I]
~_)
2'-3'
0 z w z :J
BEDROOM #3 ,~, '
' "" ~
I POWDER ' 00
I ROOM Oli ...
I
ill [El L;
' I ' / . / ;, ~o~
I
0
~~// ,,.
--'/ C.
~ REF / []
,I-"----~C)D ~ 5'-~· (0 <; 2'-10' (
!
I /t',_
<c-+c, I ·-R;i I KITCHEN
I
00 ~o 0 r"x, iG]l_clJ ~ i{Q~ 0 I ~ i O O 0
41 @ \1
I ,-: [ID ~
4'-5' 2'-5' J
8'-10' 6'-10' -3'-0' ,-
/ ~
18' 13' 12' 3'-0' 12' 13, 18' 9'-9'
I I 1·
I ~ t--I~
' . I sD Zi
I :?; ,./ ;,. QI
0
■ 15 14 13 12 11 10 9 8 7 6
tlJliJlljllJ ~ 1
A-2 I<-11" B
4'-0N
12'-T 4'-0"
16'-3"
18'-8'
''' ,_ 59 5 ,
C
31'-0'
10'-9' 15'-6'
-~(
r [ ____ -7 . -
'
I
@]
-®
MASTER -® BEDROOM #1
I
I
-®
(' v) \/ ( 0
lo\ ~
14'-11~' I !5'-2;•
" '
I WALK-IN ) BATH CLOSET []
3'-0'
il 0 0 LINEN
' ' L___)
_/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
I ,~, ''le"• ~ 0
/4
kD ' 0 --~ ~ ---
114 16 15 13 12 11 10 8 7 6 5 4 3 2 1
L 42" RAILING I
f--®
f--®
LIV1NG ROOM
f-® I
I
@]
di J I~ di
I
5'-, 5'-4' 10'-2'
31'-0'
~
"
C,
I ;,.
~~► 5 '
4 !:::
3 J::: .
0)
I . 2 -'" -. 1 -
MAIN LEVEL FLOOR PLAN
SCALE: 1 /4"=1 '-0"
I I -'
40'-9' I'
I .,
' ~
~ ' ru
' ":
~
' ru
"" 0 ' 00
a,
' Se
" -
! m -'
" ~ A
\QJ"
~ ' ru
C,
' 0 " ru
' ru
~ ~ -' ~
' -'
'Z' ,o
IF IQ_ lo:: iiU j(/)
!LU
:0
w:>-
_J•aJ
~o t-W (J) z,:5 ~ii~ Cl) 0:::
~II
0:::
:,,;
a:i
0 LU 0
5 0 a: Q_
cB z I 0
~ 0
0::: w al
2
:J z
• CXJ
WO >o
<t:N
W CTl
Q_ <t: 8u
(J) -wo
_J <t:
WOJ
f---(J)
L() _J
._-0::::
CD <t:
"i-U
_J
<(
w
0
zcn
u>
U) <C
w 0:::::
0 I-
DAlE:
SEP 2019
SCALE:
SHEET:
I
!
A-2
I
D □□R & wIND □w SCHEDULE
wIND □w TAG CD DIMENSIONS
'w'IDTH x HEIGHT
'w'IND □'w' QTY. TEMP. TYPE
1 48" X 72 11 FIXED 2 YES
2 SLIDER 2 ND
3 60'' X 36" SLIDER 2 YES
4 48" X 48 11 SLIDER 1 ND
5 48" X 24 11 SLIDER 2 YES
6 36 II X 36" SLIDER 1 YES
7 30" X 48" SINGLE HUNG 4 ND
8 18 1' X 48// FIXED 3 ND
9 1511 X 48// FIXED 3 ND
DOOR TAG ~ DIMENSIONS
'w'IDTH HEIGHT THICK
DOOR QTY. TEMP. TYPE
A 42 11 80" 1-3/81' SINGLF 1 YES
B 36 11 80" 1-3/81' SINGLE 1 YES
C 2-36'1 80" l-3/8 11 FRENCH 2 YES
D 3211 80" l-3/8 11 SINGLE 3 ND
E 3011 80 11 l-3/8 11 SINGLE 2 ND
F 28" 80" l-3/8 11 SINGLE 5 ND
G 112 11 84" l -3/8 11 GARAGE 1 ND
H 2-3011 80 11 l-3/8 11 SLIDER 1 ND
I
_r,
v,
,' i v
I
7
L_j
~
MAIN LEVEL
(ABOVE)
~
21' 7'
~// / / // / / / / / ,/ / / / / / // / // / / / // //
:: ! ' . '~ ~ s·-o-,:
/ 16 1 14 13 12 11 10 9 Bj 7 6 5 4 3 [ 2 1 ,
/ . , ' @] H.4/ -------,I<
/ /
/
/
/
'
" ,·
"
/
' ' ' / ~
'
"' _,
ITT ru / .
/ . en
/ I .
0
/ ru
/
" /
/
' /
' /
/
/ >
/
/
/
20'-3'
'
GARAGE
L 1-HOUR RTD. TYPE X
CONST. THROUGH OUT 7
@J
~
,,
' /
//'
/
/
/
/
/
'
/
/
/
/
/
/
/
/
/
/ /
/
/ ' ' / /
/
I/
I/
_ ___,/L_._..V !============-'·--/ / _/ // ,/' ," // ,,1
n /
V'/7,/ , /
/
/
/
/
' aJ
I
I
, --f------------------/
l,"===:==;==;c=~==,==;=-~~=-·--·,
__J
'
18' 8'
~ I -~ -------------~ :n--+-+--+---l---+--+-+--i -1-'---~ 5 , 4 13 12 11 10 9 8 I 7 6 5
I 4 f-----l---J
3
2
i9'-2'
GARAGE LEVEL FLOOR PLAN
SCALE: 1 /4"=1 '-0"
21'-7'
--
I
I
• CX)
WO >o
<(N
wm
o__ <( 8u
(J) -wo
_J <(
Wm
I-(J)
LD _J
s--0::::
CD <(
-tj-u
_j
<C w :;.: 0 co
0 l1J 0
~ z (J)
C) -
CL > t3 -
(J) <C z ! w 0:::: a'. 0 f-----0
DA1E:
SEP 2019
SCALE:
SHEET:
A-3
w
ILZ o:::;
0>-°':::, 0
ROOF
OUTLINE
r;:::==========:::;:::::::;:::::;:::::;==;:=;=:;:::::::;:::::;::::~~7=~T,=~~ I _______________ JL _______ n__ _______________ 7
I I I I I I I I
I I I I I I I
1 I I I I I I I
:c:=========1P-II:-_j_ _J -L _j_ _I 7 I
ROOF DECK
213 S.F.
I I I I
I I I I
I I I I
IL~ I I I 8s I I "'611 I I
I I I I
I I I I
I I I I
: : L ________ _j
I I
I I
I I
I :
ROOF I I _______ illJILllli: __________ _J J
1----------------------
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
L_7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_ _j
1 ,----------------------7
I I I h-_J I
'{~ ::o .,._,
[/)
RIDGE
N~~ ::o .,. -' VJ
CAl FILL"
OVER ROOF·
I I I _r-----7_ 11 L_..J 7_ ______ _ -----------------------------. . .
I I
I I
I I
I I n
~17 ,I~
L ...L -----------------------...L,-j
I I ROOF
OUTLINE
4: 12
( SLOPE
ROOF PLAN
SCALE: 1/4"=1'-0"
4:12
SLOPE)
OUTLINE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I -----rl
I I
I I
I I
I I
I I
I I. I
·, 1·
-----------·----------------------------------
w IL z 0 :::;
0 f-"' :::,
0
.... z I 0 I F ' CL lo::
()
(/): w:
0
w >--' al ! 0 851 z 5 0 wl
(/) o:: I
5 w
o::~
<(
0
o::I! w al ~ :::, ZI!
• CXJ
WO >o
<(N
wm
o_ <( 8u
(J) -WO
__J <(
WOJ
I-(J)
u) __J
s--0::::
lD <(
vU
.
:
I
' I
_J
<(
w
0
z Cf)
(_') >
Cf) <(
w 0::::
0 f---
DA1E:
SEP 2019
SCALE:
SHEET:
----,
!
i
i
l i
A-4
-
7
L_j
MAIN LEVEL
(ABOVE)
// /. // .,,/ // . ,'
/
/ ,
/
I/
I/ 16 15
I/
/
/
/
,/
/
/
/
/
,
/
/
/
/
,
/
/ /
~ ,
/
1,/
/
,
f./ , ,
v/, ,' / / / / ,. /]
/
,
/
/
/ /
~ ,
~ ,
GARAGE L VL ELECTRICAL PLAN
SCALE: 1 /4"=1 '-0"
'.4
,' / //, /,· // ,
/ ,
I ,,
13 12 11 10 9 /2 "
7 6 5
R
GARAGE
7
BEDROOM #2
BEDROOM #3
/ ,
<-+--+--+-+---+--{ll~
BATH
z w z :::, WALK-IN
CLOSET
> MASTER
BEDROOM #1
LINEN
◊ <§
0
BATH
Q~ ◊
0
/ / / /, // // / / ooo□
~o~
~o~
/ / / / / / / / / / / / / / / / / / / / / / / /
4 3 2 1
R
/ ,
' [L ::,
//
, ,
-/ \~ / ,
,
/
/
_/ ,
/
/
/
/ /
/
/ ,
/
, ,
/ /
/
/
/
,/
/
/
/
/
/
/
/
/
/ /
(/ / /
-~
OVE
"" ◊
ELECTRICAL NOTES
1. ALL LUMINARIES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH CBEES TABLE 150.0-A
REF
KITCHEN
2, ALL LED LUMINARIES AND LAMPS SHALL BE MARKED "JAS-2016" AND LISTED IN THE CALIFORNIA ENERGY COMMISSION DATABASE AT
HTTPS://CACERTAPPLIANCES.ENERGY.CA.GOV/PAGES/APPLIANCESEARCH.ASPX
3. ALL RECESSED 00\NNUGHT AND ENCLOSED LUMINARIES SHALL BE MARKED "JAB-2016" AND LISTED IN THE CALIFORNIA ENERGY
COMMISSION DATABASE HTTPS:1/CACERTAPPLIANCES.ENERGY.CA.GOV/PAGES/APPUANCESEARCH.ASPX
4. RECESSED DOWNUGHT LUMINARIES IN CEILINGS SHALL NOT BE SCREW-BASED.
5. BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: AT LEAST ONE LUMINARIE IN EACH SPACE SHALL BE CONTROLLED
BY A VACANCY SENSOR.
6. ALL LUMINARIES REQUIRING "JAS-2016" OR "JAB-2016-E" MARKING SHALL BE CONTROLLED BY A DIMMER OR VACANCY SENSOR.
7. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BU1LDING SHALL BE CONTROLLED BY ONE OF THE FOLLOWING:
-PHOTOCONTROL AND MOTION SENSOR
-PHOTOCONTROL AND AUTOMATIC TIME-SWITCH CONTROL
-ASTRONOMICAL TIME CLOCK
-ENERGY MANAGEMENT CONTROL SYSTEM PER CBEES 150.0(K)3AiiiC
8. ELECTRICAL BOXES SHALL HAVE DRYWALL, PLASTER OR PLASTERBOARD SURFACES FINISHED SO THERE WILL BE NO GAPS OR OPEN
SPACES GREATER THAN 1/8" AT THE EDGE OF THE BOX PER ARTICLE 314.21 (CEC). IN WALLS OR CEILINGS BOXES SHALL BE INSTALLED
SO THAT THE FRONT EDGE OF THE BOX OR PLASTER RING SHALL NOT BE RECESSED MORE THAN 1/4" FROM NON-COMBUSTIBLE FINISH
SURFACE AND SHALL BE FLUSHED WITH A COMBUSTIBLE SURFACE PER ARTICLE 314.20 (CEC).
9. NEW BOXES USED AT LUMINAIRE OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT LUMINAIRE WEIGHING A
MINIMUM OF 50 LBS. BOXES USED AT LUMlNAIRE OUTLETS IN WALLS SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON
THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF THE LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS
USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE
f314.27 CEC)
~ 0 (!)--f--f----i1
0
16 8765432
LIVING ROOM
MAIN LEVEL ELECTRICAL PLAN
SCALE: 1/4"=1'-0"
ELECTRICAL LEGEND
ctP DUPLEX OUTLET ELECTRIC SWITCH
iQ CAN LIGHTING -$-LIGHT w/ TIMER
◊ EXTERIOR LIGHTING X CEILING FAN/LIGHTING
"
,
RD RECESSED LIGHTING @ SMOKE DETECTOR
[Q2] LIGHT/ FAN COMBINATION w / @ CARBON MONOXIDE ALARM
MIN, 5-AIR CHANGE CAPACITY (INTERCONNECTED AND HARD-WIRED
(SONE RATING OF 3) WITH BATTERY BACK-UP)
0
CJ
/ / / / / /
611 i
I
F' !
Q_
0::: 0 Cf) ;w 0
' I'>-'.:J Cl'.)
~o 1--'iW z'cn ,:5 O,w cn,o::: ::>: w
0:::
:;.:
aJ
0 w 0
'.> ~
CL
tB z
i 0
~:
<!'.,
01:
er::'! ,
W' ' Cl'.) ' 2
:::i z
• CX)
WO >o
<(N
wm
o__ <( 8u
(f) -wo
_J <( Wm
f----(f)
LD _J
s--0:::
lO <(
-tj-U
_J
<(
w
0
z U)
C)>
U) <(
w 0:::::
0 f-----
DAlE:
SEP 2019
SCALE:
SHEET:
A-5
' ....... ('J
(")
' co -
-
' 0
' CJ)
' ---,ru
(")
' CJ) -
l
' 0
' O'
-
I
I
///.-'.·•/' '_,//._·/, /77 ' .. /, >. / •',/.//'' ////// / ," / .. _:, .
' i
00 i
~;:-_______________________ _j __ _____.,_~,_
~· "
1:
FRONT ELEVATION
SCALE: 1 /4"=1 '-0"
/2" -/2"
✓-
"7,:7
A
AY
' ' .o' I --////// ·· -/ '· // t>/(:~/ /// // 1-:::> ~;'./ /-// / / .# 1-
.# I
. ;>; .. , .·. ··. /_ I/ ·., , // #" r ' '!<' ~ #" r " / ' " ·'
/ '/ f/ • * / i t~ /,/, // 1///j ,,_-,' .•·. '\\ ,' / / •· 1./ / ,,' ,',, '
! ' n i /.>' >.·1/·e-,;P" #"1
'
!~ I
··,./·•···· ,·_.··. .#I
' ' . " ol// I > #" I
\\
. I/·• ~ l/'.;;::·/ ">_<i• ·_. ___ .·
· , / II// , · \ '-·.
REAR ELEVATION
SCALE: 1/4"=1'-0"
' -KU
(")
'
' CJ) .-<l(\J (IJ
D
' "' ru
' 0 !
0 -
'
'
:l:Z ,O
'F lo...
i 0:: ;(.)
(/) w 01
w >-_J m ! 0 ~ 5 :> w
(/) er:
:> I
' LU I
er: 'I!:! I
I
' l<(I
,:QI -------····--"'·······
,o:::' ! !LU I !
iC01 ,:a: ,i:::>
:12
w OJ >0
<(O
N
wm
o_ <( 8u
U) -Wo
_J <( Wm
1--U)
LO _J
.,---0::::
lO <(
-s::t-U
_J
<(
w :,.: 0 co
0 w 0 ~ z Ul u -
a_ > {f) -icJ Ul <( z
i w 0::::: Ct'. 0 f--0
DATE:
SEP 2019
SCA!£:
SHEEl:
A-6
)>
I
~
(/)
I
FR :-:I
Cl)
0
C
-I
I
(J) m 0 )> r r m m ~ ....
~
II -..... 0 I oz
~ . "
CJ) rn
cl
N
0
I-'
\.0
0 ~
·, . .",
I
10'-0ll ff D I ' '
□ D
I I 11□ 1·········11t __ JliJ
. __ ·,_
11771T111I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I
DRAWINGS PROVIDED BY:
0
DESIGN
TRAVIS DEAL
llff II
I /fl
I
18'·-JlH 2
'. ',
--... --.
.
'
,,
3'-6ll
I II I I I I I
'
ii< ",
(/)
0 )> r m ....
~
II ....
I
0
I 11
4615 TELESCOPE AVE.
CARLSBAD, CA 92008
9'-0ll
z
0 ;a
-I
I
m \ r m ~ \ -I -0 z
"
25'-o~· ---r 16'-Q~ll
3'-6ff
I '
I [II 1 1 I 11[ I I 1
1 I
I [11 I I I 1111
I I I [11 I I I 11[ I
u 1m1
-EJII -
11Q ----ii
I Ill I I Ill I
[ 111 I I Ill [
1111 I I Ill I
9'-0°
18'-3~"
..... -RE\ASION TABLE
--. ----------. -
NUMBER DATE RE\ASED BY DESCRIPTION ------:-•---·•-"·
. -----.. -
-------