HomeMy WebLinkAboutAdministrative Permit VAR2005008 - Plans (2)~,--.--~'-~
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[PR(C2)[Pce:J)SE D PLANS F(CJ)R A
RE Mcc:J)DE L TCC» THE RESODENCE CC))F
n r o I
AT
110113 ALABAMA
HUNlrONGlrON BEACH
STREET
CAL OF<t::J)RN OA
1. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/
ENGINEER WHOSE SIGNATURE APPEARS HEREON.
2. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRUCTION. DO NOT SCALE 'RAWINGS.
3. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES,
4. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APFLICATION OF
SUCH DETAIL OR DRAWINGS.
5. g~M~~~O~(M:CT~~N~~'OE~~M~~ET~iL J~~E SggN~~t~~S B~R~J~'~6D S~~M~}~N~O~i6tCJgR;HE ~W~E~H§N~~SPP~~s~g~l~s
MUST TAKE INTO CONSIDERATION ALL SUCH DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRA~INGS AND
ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND TO THE OWNER. CORRECTEC DRAWINGS OF
INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK, ALL DIMENSIONS
ARE TO BE ROUGH UNLESS OTHERWISE NOTED.
6. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CCOE AND WITH
OTHER RuLES REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE RESPONSIBILITY
OF ANYONE S'UPPLYING LABOR OR MATERIAL OR BOTH TO BRING TO THE ADENTION OF THE ARCHITECT/ENGINEER
AND THE PROPERTY OWNER ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE :ODE AND THE
DRAWINGS. AND THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO:
199B CALIF, STANDARDS CODE
(20Dl CBC. CMC, CPC AND CEC)
1997 UNIFORM BUILDING COOE
1997 UNIFORM PLUMBING CODE
1997 UNIFORM MECHANICAL CODE
1999 NATIONAL ELECTRIC CODE
7. THESE DRAWINGS DO NOT CO~TAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
8. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOC AND SHALL
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY BEFORE COMMENCING ANY WORK.
9. NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL SHEETS OF THE CONSTRUCTION DOOJMENTS AND
CONDITIONS ON SITE.
THE GENERAL BUILDING PERMIT AND PLAN CHECK SHALL BE SECURED AND PAID FOR BY THE OWNER ALL OTHER
10. PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ,
THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING daM THE WORK,
11. THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. I
ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIILS OR
12. RUBBISH CAUSED BY THEIR WORK', AT THE COMPLETION OF THE WORK, REMOVE ALL RUBBISH, TOOLS, SCAFFOLDING.
SURPLUS MATERIALS AND LEAVE THE JOB IN A BROOM CLEAN CONDITION.
I
ALL EXIT DOORS MUST BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNIWLEDGE 13. OR EFFORT. I
CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED
14. BY GOVERNING AGENCIES FOR AIR CONDITIONING, AND ELECTRICAL SYSTEMS. PROVIDE APPROVED AS~MBLIES WITH
SELF-CLOSING DEYICES IN I-HOUR RATED CONSTRUCTION. I
A.B,
A/C
A.C.
ACOUS.
A.D.
ADH
ADJ.
AL.
ALT.
AN 00.
A.P.
APPROX.
ARCH.
ASB.
ASSY.
AUTO.
B.
BD.
BET.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOT.
BR.
B.W.
CAB.
C.B.
CEM. C.G.
CHAN.
CHG.
C.I.
C.J.
CLG.
CLKG.
CLR.
CNTR.
CONC.
CONDo
CONSTR.
CONT.
CORR.
CTSK.
CTR,
ANCHOR BOLT
AIR CONDITIONING
ASPHALT CONCRETE
ACOUSTICAL
AREA DRAIN
ADHESIVE
ADJUSTABLE
ALUMINUM
ALTERNATE
ANODIZEO
ACCESS PANEL
APPROXIMATELY
ARCHITECTURAL
ASBESTOS
ASSEMBLY
AUTOMATIC
BROOM CLOSET, BATH
BOARD
BETWEEN
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BEAM
BODOM
BEDROOM BACK OF WALK
CABINET
CATCH BASIN
CEMENT
CORNER GUARD
CHANNEL
CHANGE
CAST IRON
CONTROL JOINT
CEILING JOIST
CEILING
CAULKING
CLEAR
COUNTER
CONCRETE
CONDITION
CONSTRUCTION
CONTRACTOR
CORRIDOR
COUNTERSUNK
CENTER
CONTRACTOR
DBL. DEPT.
DET.
D.F.
DIA.
DIAG.
DIM.
DN.
DR.
D.S.
D.S.P.
DWG.
E.
EA.
E.J.
EL.
ELEC.
ELEY.
EMER.
ENCL.
E.P.
EQ.
EQPT.
EXST.
EXH.
EXPO.
EXT.
F.
FA
F.C.O.
F.D.
FDN.
F.E.
F.E.C.
F.G. F.H,
FIN.
FIX.
F.L.
FLASH.
FLR.
FLUOR.
F.O.C,
F.O.F.
F.O.S.
F.O.M.
FP.
F.S.
FT.
FTG.
FURR.
FUT.
GA.
GALV.
G.B.
GEN.
G.F.I.
G.I.
GL.
G.L.B.
GND.
GR.
GYP.
DOUBLE
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUGLASS FIR
DIAMETER
DIAGONAL
DIMENSION
DOWN
DOOR
DOWN SPOUT
DRY STAND PIPE
DRAWING
EAST, ENTRY
EACH EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATOR EMERGENCY
ENCLOSURE
ELECTRIC PANEL
EQUAL
EQUIPMENT
EXISTING
EXHAUST
EXPOSED
EXTERIOR
FIXED
FIRE ALARM
FLOOR CLEAN OUT
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH GRADE
FLAT HEAD
FINISH
FIXTURE
FLOW LINE
FLASHING
FLOOR
FLUORESCENT
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUD
FACE OF MASONRY
FIREPLACE
FLOOR SINK
FOOT OR FEET
FOOTING
FURRING
FUTURE
GAUGE
GALVANIZED
GRAB BAR
GENERAL
GROUND FAULT INTERRUPT
GALVANIZED IRON
GLASS
GLU-LAM BEAM
GROUND
GRADE
GYPSUM
H. H.B.
H.C.
HD.
HDWD.
HDWR.
HGT.
H.M.
HORIZ.
HR.
HVAC
I.D.
IN,
INSUL.
INT.
INV.
JAN.
JT.
JST.
KIT.
L.
L.A.
LAB.
LAM.
LAV,
LBS.
L,H.
LKR.
LT.
lUM.
MAINT.
MAS.
MAT.
MAX.
M.C. MECH.
MEMB.
MET.
MFR.
M.H.
MIN.
MIR.
MISC.
M.O.
MOS.
MTD.
MUL.
N.
NAT.
N.I.C.
N.G.
NO.
NOM.
N.T.S.
HIGH
HOSE BIB
HOLLOW CORE HARD
HARDWOOD
HARDWARE
HEIGHT I
HOLLOW METAL
HORIZONTAL'
HOUR
HEATING & AIR CONDITIONING
INSIDE DIAMETER (DIMENSION)
INCH
INSULATION'
INTERIOR '
INVERTED
JANITOR
JOINT
JOIST
KITCHEN
LINEN
LANDSCAPEI) AREA'
LABORATORY
LAMINATE
LAVATORY
POUNDS
LEFT HANel
LOCKER •
LIGHT
LUMINOUS;
MAINTENANCE
MASONRY:
MATERIAL
MAXIMUM
MEDICINE CABINET
MECHANICA.
MEMBRANE!
METAL I
MANUFACTLRER
MAN HOLE' MINIMUM I
MIRROR
MISCELLANiOUS
MASONRY OPENING
MOSAIC
MOUNTED'
MULLION
NORTH NATURAL
NOT IN CCNTRACT
NATURAL GRADE
NUMBER •
NOMINAL I
NOT TO SCALE
0/ OVER '
O.A. OVERALL
OBS. OBSCURE I
O.D. OUTSIDE CIAMETER (DIMENSION)
O.F.D. OVERFLOW DRAIN
OFF. OFFICE'
PERIM,
PL.
P.LAM.
PLAS.
PLUMB.
PLYWD,
PNT.
PRo
PROJ.
PT.
RA
RAD. R.D,
R.D,L.
RECPT.
RECT.
REF.
REFR.
REG.
REINF.
REQD.
RESIL.
RET.
RM.
R.O.
RWD.
S.
SA
S.C.
S.C.D.
SCHED.
S.D.
SEC.
SH.
SHT.
SHTG.
SIM,
S.J.
5.5.
S.SK.
STA.
STD.
STL. STOR.
STRUCT.
SUSP.
SYM. T.
T.C.
T.CL.
TEL.
TEMP.
TER.
T.&G.
THK,
T.P.
T.PL,
T.SHTG.
TRANS.
T.W.
TYP.
PERIMETER
PLATE
PLASTIC LAMINATE
PLASTER
PI.UMBING
PLYWOOD
PAINT(ED)
PAIR
PROJECTION
POINT
RETURN AIR
RADIUS
ROOF DRAIN
ROOF DRAIN LEADER
RECEPTACLE
RECTANGULAR
REFERENCE
R[FRIGERATOR
REGISTER REINFORCEMENT
ReQUIRED
RESILIENT'
RETAIN(ING), RETURN
ROOM
R()UGH OPENING
REDWOOD
SOUTH
SUPPLY AIR
SOLID CORE
SEAT COVER DISPENSER
SCHEDULE
51.'B DRAIN/SOAP DISPENSER
SECTION
SHELF
SHEET
SHEATHING
SIMILAR
SOFFIT JOIST
STAINLESS STEEL
SERVICE SINK
SrATION
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
TREAD
TOP OF CURB
TIME CLOCK
TELEPHONE
TEMPERED
TERRAZZO TONGUE AND GROOVE
THICK
TOP OF PAVING
TOP OF PLATE
TOP OF SHEATHING
TRANSFORMER
TOP OF WALL
TYPICAL
UNDER
UNIFORM BUILDING CODE
UNDERWRITER'S LABORATORY
UNFINISHED
COmRACTOR/DEVElOPER
CONSTRUCTION DOCUIAENTS
PRECISION HOME DESIGNS
19744 BEACH BLVD. #279
HUNTINGTON BEACH CA. 92648
MARK COPPESS
PHONE 714.963.4001
FAX 714.963.2231
PROJECT ENGINEER
KADlEC
26748 HWY. 189
BLUE JAY CA. 92317
BRYANT BERGESON
PHDNE 909.336.6970
FNX 909,337.2211
GRADING PIAN
SOILS ENGINEER
/' h~'fJU
~ ~ AuYl)~A--
I~ Off {100lft>-J~bLJ.L....
1-'
T-I
2 A-I
A-2
4 S-I
.
, .
o o
.. .. .. .. . ... . .. . . .. .. .. . . ... ... . .....
. . .. o 0 0 • •••• o 0 0 . . . . o 0
•• ••• • ••• • •• ••• •• · ... . . .. ... .. • •• •• •• • • •••• ••
PROJECT INFORMATION AND SHEET INDEX
SITE PLAN
ELEVATIONS, FLOOR AND DEMOLITION PLANS
FOUNDATION, FRAMING AND SECTIONS
..
.
.
UNLESS NOTED OTHERWISE
U.
U.B.C.
U.L.
UNF.
U.N.O. OPNG. OPENING ~NUnas=------------------------------,------~r~Aft~~:V~IA~O~IO~t,,~~------------------------~OP~P.~O~P~PO~SIT~E:----------------------------i.C~O"NillS~U"L'T~AN~T~S:---~-------ij-II--~-----------------------------------------l1
~ MASONRY
SOUTHERN CAUFORNIA EDISON
SOUTHERN CALIFORNIA GftS
VERI ZaN CALIFORNIA
TIME WARNER
SERVICES
(8CD) 645-4555
I
(8CD) 427-2200
I
(8CD) 483-4000
I
(711) 903-4000
• I
JURISDICTION
BUiLIDING CODES
CITY OF HUNTINGTON BEACH
1998 CALIF. STANDARDS CODE
(2001 CBC, CMC, CPC AND CEC)
AND LOCAL ORDINANCES
1997 UNIFORM BUILDING CODE
1997 UNIFORM PLUMBING CODE
1997 UNIFORM MECHANICAL CODE
1999 NATIONAL ELECTRICAL CODE
OCCUPANCY SEPARATIONS: 1 HOUR
CONSTRUCTION:
FLOOD ZONE:
SPRINKLERED:
OCCUPANCY:
CODE I~EVIEW
TYPE V (NON RATED)
NO
NO
R3/Ul
LEGAL DESCRIPTION AT 1013 AlABAMA '''''"",
CITY OF HUNTINGTON BEACH
COUNTY OF ORANGE
LOT: 7
TRACT: A0813
A.P.N.: 025-056-03
BUILDING USE: S.F.D.
OCC. GROUP: R3/U 1
ZONE: RMH-A
CONSTR. TYPE.: VN
LEGAL DISCRIPTION
SITE COVERAGE
TOTAL LOT SIZE
AT EXISTING LIVING:
AT EXISTING GARAGE:
TOTAL LOT COVERAGE
PERCENTAGE OF COVERAGE
AREA TOTALS
EXISTING LIVING:
EXISTING GARAGE:
3125 SQ. FT.
855 SQ. FT.
616 SQ. FT.
1469 SQ. FT.
47.0 %
855 SQ. FT.
616 SQ. FT.
PROJECT INFOI~MATION
.. ~ ...
CONCRETE • 4 .'.' .'
SAND ! GRAVEL / STUCCO " ' .. "'" .
EARTH
GLUE LAMINATED ~EAM
PLYWODD t I'
'~""'-'.,.,.-, .,-. "
GYPSUM BOARD
WOOD BLOCKING
BEAM, HEADER, WQOD SECTION
MATERIAL LEGEND SHEET INDEX
I
BY: REVISIONS:
( -
_ £ niF<C'
III
1 '
DATE:
, ,
., I '
11
10-06-05
,
SCALE: 1 /4" =1'0"
DRAWN:
DDM
JOB NO.:
TITLE:
TITLE SHEET
SHEET NO.:
,
1 QI a"
20' Q"
101-0" 1/ I
I
1
1
1>-Iw
ct--1
1--1
1«
1
1
1
1
1
I
4Q' a"
o
--1
w~ LL~ w (!)g,
Zg:
I-~ (f)-_u
X
W
1/
I
gl ..
~I • ......J •
0.:1
u
28' -0" 1/
LANDSCAPING
. -.-.-.
NOTE:
THE EXISTING GARAGE STRUCTURE WAS PERMITTED
MANY YEARS AGO. THE ORIGINAL ACCESS WAS FROM
THE ALLEY AND OVER CITY PROPERTY. THE NEW
HOMEOWNER WOULD LIKE TO KEEP THE EXISTING
PERMITTED STRUCTURE AND USE IT AS A GAME ROOM.
WHEN THE NEW HOMEOWNER PURCHASED THIS PROPERTY
SHE KNEW THAT THE BUILDING WAS EXISTING AND
NONCONFORMING and THE FACT THAT IT EXISTS AND
WAS PERMITTED LONG AGO MAKES IT A STRUCTURE THAT
REQUIRES NO BUILDING PERMITS AND DOES NOT HAVE TO
CONFORM TO ANY OF TODAY'S SETBACKS OR CODES.
OUR ENGINEER HAS DETERMINED THIS TO BE A SOUND
STRUCTURE and WE WOULD BE MORE THAN HAPPY TO
SUBMIT PLANS SHOWING THIS BUILDING TO BE SAFE.
170 SLOPE AWAY FROM
STRUCTURE AT CONCRETE
PATIOS and DRIVEWAYS
30' ·4"
,
EXISTING GARAGE
CO~ VERTE0 INTO
G ~ME R00M
SITE PLJ~
"' o ·0 ~o '" Io!.< , -"5< FINISH FLOOR ..
FLOW
E.Q.
v n' .4"
EXISTING
HARDSCAPE
o
/
I
.-.-.-.-.
P.L.125.00'
E.O.
J 2' 0" MIN.
~
'"
FINISH FLOOR
1\
"--270 SLOPE @ LANDSCAPE
TYP. YARD SVilALE
o
44' oS'
EXISTING
SINGLE FAMILY
RESIDENCE
1013 ALABAMA STREET
CONC. WALKWAY
1/ <\'-1"
'u;l"
o
1/ ~' ,J." _~ ...fi' 08"
-o o •
· ......J • a...
~ ~ w o iii
w LJ '" u z o u
" z
t;i
8
'-'_._.-.-.-.-.-.-. -.
I
i<;
PROPERTY LINE WOOD FENQE
1. fiELD VERIFY EXISTING AND ElEVATlms AND IF' ANY DISCREPANCIES
ARE ENCOUNTERED. NOTIFY THE ENGlr~EER PRIOR TO PROCEEDING WITH CONSTRUCTION.
2. MAINTAIN A MINIMUM OF 2% POSITIVE DRAINAGE AWAY FROM THE
STRUCTURE. FINISH GRADE AROUND TLj[ NEW STRUCTURE/ADDITION
SHALL SLOPE AWAY FROM BUILDING fOR DRAINAGE PURPOSES.
J. ALl BUILDING SETBACKS fROM SLOPEs SHALL BE IN ACCORDANCE WITH THE CRADING AND EXCAVATION ~ODE OF THE GOVERNING AUTHORI1Y.
4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CODES OF THE
GOVERNING AUTHORITY AND SPECIAL ~EaUIREMENTS OF' THE BUILDING PERMIT.
5. ALL PAD AND SURFACE WATER MUST )RAlN TO DRIVEWAY AND OUT TO TO STREET UNLESS SHOWN OTI-lERWlst
6. VERIFY LOCATION OF EXISTlNG UTIUTIES PRIOR TO COMMENCEMENT OF ANY WORK.
7. DETERMINE LOCATION OF WATER METE~, ELECTRIC METER AND GAS
METER IN ACCORDANCE WITH SERVICI~ UTILITY AND VERIFY
LOCATION WITH ENGINEER (TO CONFIR~i NO CONFLICT WITH DESIGN OCCURS) PRIOR TO INSTALliNG ANY "'aERS.
B. ALL suEl"SURFACE DRAINS SHALL BE S::HEDUl£ 40 OR SDR J5 ABS
-I" MIN.
9. CERTIFICATION Of SUITABLE FILL (INCluDING TRENCHES, BACKFILLS,
RETAINING WALLS, PAD/ROUGH GRADE, ETC.) AND ITS SATISFACTORY
PLACEMENT SHALL BE SUBMITTEO BY rHE SOILS ENGINEER TO THE
BUILDING DEPARTMENT.
10. A SEPARATE BUILDING PERMIT IS REQ~IRED tOR ALL RETAINING WALLS,
GARDEN WALLS, POOLS, SPAS. FENCE~ ENCROACHMENTS INTO THE
PUBUC RIGHT OF WAY (I.E. DRIVEWAY),'
11. ALL UTiUTY TRENCH 8At'::KFILL SHOULD 8E PLACED TO THE fOLLOWING
STANDARDS: 90:; OF THE LABORATORY STANDARD IF NATIVE OR SAND
MATERIALS ARE USED AS 8ACKFILL
12. EXTERIOR TRENCHES PARALLELING A F't:!OTING AND EXTENDING BELOW A
1:1 PLACE PROJECTED FORM THE OUTSIDE BOTTOM EDGE OF THE
FOOTING SHALL BE COMPACTED TO 90% or THE LABORATORY
STANDARD. SAND BACKFILL SHOULD N~T BE ALlOWED IN THESE
TRENCH BACKFILL AREAS. DENSIlY TESTING ALONG WITH PROVING
SHALL BE ACCOMPLISHED TO VERIFY T-iE DESIRED RESULTS.
13. AU TRENCH EXCAVATIONS SHOULD CO~FORM TO CAL-OSHA AND
LOCAL 5J\FETY CODES.
SITE PLAN NOTES
LEGAL DESCRIPTION AT 101:3 AJ../lJWM. STREET
CITY OF HUNTINGTON BEACH
COUNTY OF ORANGE
LOT: 7
TRACT: AOB 13
A.P.N.: 025-056-03
BUILDING USE: S.F.D.
OCC. GROUP: R3/U 1
ZONE: RMH-A
. CONSTR. TYPE.: VN
L.EGAL DISCRIPTION
v
o
o 0 o 0 o ...
o .. .. . .. o 0 0 .. .... o 0
o 0 o 0 0 o 0 o 0 o 0 o o 0 o 0 o 0 o o 0 o •••••• • •••••
tJ w
~
I-
(f)
«
2 « m :s «
?S' .n"
SITE COVERAGE
TOTAL LOT SIZE
AT EXISTING LIVING:
•• • •• o 0 •
• 0 0 •• •• o 0 0 .. .. ...
AT EXISTING GARAGE:
TOTAL LOT COVERAGE
PERCENTAGE OF COVERAGE
AREA TOTALS
EXISTING LIVING:
EXISTING GARAGE:
. .... .. ... .. .. o 0 0 o 0 0 .... .... o ..
I
1
1
1
1
I
ct
1
1
1
1
I
I
I
3125 SQ. FT.
B55 SQ. FT.
616 SO. FT.
1469 SQ. FT.
47.0 70
855 SO. FT.
616 SO. FT.
PROJECT INFORMATION
BY: REVISIONS:
DATE:
<in ()N
.N II ()t')
~~ (DI .. z_
01'-f0-e> •• z x ~~ Z
:J I
10-24-05
SCALE:
1/8"= 1'0"
DRAWN:
DDM
JOB NO.:
TITLE:
SITE PLAN
SHEET NO.:
~~c=~
';
cO
.-'-, ALL ELECTRICAL IS EXISTING and
IS NOT TO CHANGE
(} ~
\
'n.. ~ _.-"
ALL ELECTRICAL IS EXISTING and
IS NOT TO CHANGE
EXISTING ELECTRICAL PLAN
-'-,-'-,_.-._.-.-,_.
~ V
WEEP SCREED TYP. ~
PLATE
.-
,
,
i
i
i
FIN. FLR.
EAST ELEVATION ========================;=
MAXIMUM BUILDING' HEIGHT
P.ATE
,I
\
FIN. ILR.
WEEP SCREED TYP.
WEST ELEVATION
" I" ,
I"
'0
10 I
I Do
U:
"
(
)
,
"
'c I ~ r
,
,I
o
,
'-' z F
If) x w
1/
o
~ ~ ~ NE\J..J
r 1()'·?"
EXISTING
I ~
I ~;-~,j
~')I(
{)-o\.l(~ po: J
~
~
EXlsrej
GAME ROOM
G=v
1
I ~XISTING
/' 1"\ ew (='1 do,. "=; 7r:sn:o-)
EXISTING fLOOR PLAN
20' 2"
If
vv '-"
EXISTING
o
kXlsrg
STORAGE
ROOM
CED
;r
-;:
"-[i' w G
0 w '" w D-::;; ~
",\ (\
~ ~~
t. ~XIST'1
STORAGE-
ROOM
G=v
MAXIMUM BUILDING HEIGHT
PLATE
-rr====;t. -' -. -. -.-.-.1
"
o
FIN. FLR.
-------~-------
WEEP SCREED TYP.
SOUTH ELEVATION
MAXIMUM BUILDING HEIGHT
PLATE
FIN. FLR.
WEEP SCREED TYP.
NORTH ELEVATION
'" z
F If)
X W
'" z--
F
If) x w
PLATE
o o
'----1/2" GYP. BD
2x4 STUDS
@ 16" O.C.
W/R-13 INS.
NEW GREAT ROOM
EXISTING FOOTING
SECTION B
CLASS "A' COMP SHINGLES
TYPE 15 FELT OVER 1/2" COX PLYWOOD
WITH R-: 0 INS.
- -t,,,Il" RI[)GEBEAM--"
1I TI II II
o
• • • .. • • • • • • • • • • • • • • ... ... .. .
.. ... • • • • • • .. .. • • • • • ...
RIDGE BEAM
CLASS" A' COMP SHINGLES OVER
3D" FELT OVER 1/2" COX PLYWOOD
WITH R-30 INS.
2x10 RAFTERS @24"0.C.
2x4 STUDS--4il1I
@ 16" O.C.
W/R-13 INS. '0 I '"
• • ... .. • • • • • • • .. • • • • • • • • • ... • •
• • .. • • • • • • • • • • • • • • • • ..
2XITIO IlAFlbs @24"0.C. ::
II II II II EXISTING TRUSS ROOF
II II II II
II II 1/ II
:: E~ISTI~G R-~<P INS. :: EXISTING R-30 INS. PLATE
2x10 -1/2" GYP. BD 1/2" GYP. BD
GAME ROOM
GAME ROOM
EXISTING CONC. SLAB-~
EXISTING FOOTING EXISTING FOOTING
SECTION A
1.
2.
3.
4.
5.
6.
7.
8.
, ,
THE MAIN ELECTRICAL PANEL SHALL BE
GROUNDED IN ACCORDANCE WITH ARTICLE
250-81. N.E.C. WHEN USING THE WATER
PIPING FOR GROUND IT SHALL BE
SUPPLEMENTED WITH A SECOND APPROVED
ELECTRODE.
VERIFY THAT ALL EXTERIOR RECEPTACLES AND THOSE
INSTALLED IN BATHROOMS AND GARAGES SHALL
BE PROTECTED BY GROUND FAULT CIRCUITRY.
ALL NEW WIRE SMALLER THAN #6 A.W.G. MUST BE
COPPER.
LAMPS USED IN LUMINARIES FOR GENERAL
LIGHTING IN BATHROOMS SHALL
HAVE AN EFFiCIENCY OF NOT LESS THAN 40
LUMENS PER WATT. DECORATIVE EFFECT
LIGHTING ARE EXEMPT FROM THIS REQUIREMENT.T
PROVIDE SWITCHED LIGHTING IN ATTIC.
PROVIDE SMOKe DETECTOR (FIRE WARNING
SYSTEM) CONFORMING TO U.B.C. SECTION
310.9.1
REFER TO ELECrRlCAL SPECIFICATIONS FOR
ADDITIONAL INFORMATION
BATHROOM RECEPTACLE OUTLETS SHALL BE
SUPPLIED BY A MINIMUM OF (I) 20 AMP CIRCUIT.
SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS.
2x4 STUDS
@ 16" O.C.
W/R-13 INS. ,I
STORAGE
SLAB
EXISTING FOOTIN
®
ELECTRICAL
RECEPTACLE, DUPLEX, 110V., (WP=WATER PROOF;
GFI=GROUND FAULT INTERRUPT; BC=BELOW
COUNTER; 8S=BELOW STEP) +12" OR AS NOTED
SWITCH, TOGGLE, SINGLE POLE, (3=3 WAY;
4=4 WAY; L=L1GHTED; D=DIMMER)
PHONE JACK
LIGHT FIXTURE, CEILING MOUNT, SURFACE (S=SPOT;
F=FLOOD; PC=PULL CHAIN; PS=PORCELAIN
SOCKET)
LIGHT FIXTURE, WALL MOUNT, SURFACE (S=SPOT;
F=FLOOD) HEIGHT AS SPECIFIED
SMOKE DETECTOR. TO BE HARDWIRED AND
INTERCONNECTED, WITH BACK-UP BATTERY,
MOUNTED TO CEILING. SMOKE DETECTORS NEED
NOT BE HARDWIRED IN EXISTING AREAS.
GARAGE DOOR OPENER WII WALL BUTTON AND
2 REMOTE CONTROLS
DEMOUTION and FLOOR PLAN
=====, DENOTES EXISTING WALL TO REMAIN.
22?22??222??22? I DENOTES EXISTING WALL TO BE REMOVED.
:::::::::::::::::::::::::' DENOTES NEW 2X4 STUD WALLS.
ig&I0§§§§§§§§§ ,DENOTES NEW 2X6 STUD WALLS.
O ,SYMBOL DENOTES NEW DOOR, SEE DOOR
SCHEDULE SHT. # A2 FOR ADD'L INFO.
O ,SYMBOL DENOTES NEW WINDOW, SEE WINDOW
SCHEDULE SHT. # A2 FOR ADD'L INFO.
C::::>' SYMBOL DENOTES ROOM CEILING HEIGHT
ELECTRICAL NOTES LEGEND ~=======================G'==============================~========='===================~~~=~~~====,~~~============~
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DATE:
10-06-05
SCALE:
1/4"=1'0"
DRAWN:
MC
JOB NO.:
TITLE:
TITLE SHEET
SHEET NO.: