HomeMy WebLinkAboutAMEND 2016-0002; C3 CHURCH; Planning CommissionA
SYMBOLS USED AS
ABBREVIATIONS: J_ PERPENDICULAR c,. r"'\l~LJ
L. ANGLE l PLATE OR PROPERTY LINE
ABBREVIATIONS:
ACOUST. ACOUSTICAL F.O.C. FACE OF CONCRETE
A.8. ANCHOR BOLT F.O.F FACE OF FINISH
A.G. AIR CONDITIONING F.O.rv1. FACE OF MASONRY
AC ASPHALTIC F.O.SHT FACE OF SHEATHING
ADJ CONCRETE G FACE OF STUD
ADJUSTABLE OR F.0.S. FOOT /FEET
ADJACENT FT. FIELD V!ERIFY A.F.F. ABOVE FINISH FLOOR F.V. FINISH(ED) A.F.G. ABOVE FINISH GRADE FIN. FINISH FLOOR
ALUM. ALUMINUM FF FINISH OPENING
ANOD. ANODIZED F.0. FINISHED FLOOR
ARCH. ARCHITECTURAL F.F.E. ELEVATION
F.F.L. FINISHED FLOOR LINE
F.8. F!RE BLANKET
BSM BASEMENT F.E. F!RE EXTINGUISHER
T BEARING F.E.C FIRE EXTINGUISHER
BRG BENCH MARK FLR. CABINET
BM BLOCK F.D. FLOOR
BLK BLOCKING FTG. FLOOR DRAIN
BLKG BOARD FON. FOOTING
BO BUILDING FRAM'G FOUNDATION
BLDG BEAM F.M.Z FRAMING
BM BUILT UP ROOFING FUEL MODIFICATION
BUR ZONE
CAB. CABINET
C.B. CATCH BASIN
CO2 CARBON DIOXIDE GA GAGE/GAUGE
C.I. CAST IRON GAL. GALLON
C.I.P. CAST IRON PIPE I GPM GALLON PER MINUTE
2 CAST IN PLACE GALV GALVANIZED
C.J. CONTROL JOINT GALVANIZED IRON
C.L. CHAIN LINK G.I. GALVANIZED PIPE
CLG. CEILING G.P. GLASS I GLAZING
CLR. CLEAR(ANCE) GL. GLU-LAMINATED
C.O. CLEAN OUT GLB. BEAM
C.W. COLD WATER GYP. GYPSUM BOARD
COL. COLUMN BO. GYPSUM WALL
CONG. CONCRETE GWB BOARD
CMU CONCRETE MASONRY H/C HANDICAPPED
COND. UNIT HGR. HANGER
CONST CONDENSATE HOVI!. HARDWARE
CONSTRUCTION HVAC HEATINGNENTILATING
CONT. CONTINUOUS/ CONTINUE AIR
CJT CONTROL JOINT CONDITIONING
CFL COUNTERFLASHING HOR HEADER
CFT CUBIC FOOT HO HEAWDUTY
CYD CUBIC YARD HT. HEIGHT
H.D. HOLD DOWN
H.C. HOLLOW CORE
DECOMPOSED H.M HOLLOW METAL DG HORIZONTAL DTL. GRANITE HORIZ.
DIAG. DETAIL HR. HOUR
DIAGONAL HYO. HYDRANT DIA
DIM. DIAMETER
Dll\li. PT DIMENSION l.D. INSIDE DfAMETER
DISP. DIMENSION POINT INSUL. INSULATION
DR. DISPENSER INT. INTERIOR
OF. DOOR INV. EL. INVERT
D.F. DOUGlP..S F!R ELEVATION
DB DRINKING FOUNTAIN JT. JOIN
ON DOUBLE JST T
D.S. DOWN JOIS
D DOWNSPOUT LBL TABi:.L
DWG. DRAIN LB LA.'3 BOLT
DRAWING LAM LAMINATE
LAVATORY
LAV. LIGHT
LT. LIGHTWEIG EA. EACH LW. HT E.W EACH WAY
ELEC. ELECTRICAL M.B MACHINE SOLT
EL. I ELEVATION M.H. r,,\ANHOLE
ELEV. MATER' MATERIAL
EMER. EMERGENCY L MAXIMUM
ENCL. MAX MANUFACTURE(ER)
EQ ENCLOSURE MFR. MASONRY OPENING
EQUIP EQUAL M.O. MEANS O::: EGRESS
EQUIPMENT M.O.E. MECHANICAL
EXH. EXHAUST MECH. METAL 3
E.B. EXPANSION BOLT MTL. MINIMUM
ETC. ETCETERA M!N. MIRROR
(E) I EXISTING MIRR. MISCELLANEOUS
EXIST. MISC. MOISTURE
E.J. EXPANSION JOINT M.R. RESISTANT
EXT. M.W.F. MOLDED WOOD
E.W.C EXTERIOR MULL. FIBER ELECTRIC WATER COOLER MULLION
(NI NEW
N.R.C. NOISE
REDUCTION
NOM. COEFFICIENT
N.I.C. NOMINAL
NOT !N CONTRACT N.T.S. NOTTO SCALE No. f# NUMBER
O.C ON CENTER(S)
OPN'G OPENING
OPP. OPPOS!TE
O.D. OUTSIDE DIAMETER
Of OVER
0.A. OVERALL
OHO OVERHEAD
O.F.C.I OWNER FURNISHED-
CONTRACTOR
INSTALLED
-----------·-------------
4
B
'i:_ CENTERLINE @
d PENNY
P.C. PORTLAND CEMENT
PNT. PAINT(ED}
PR. PAIR
PNL. PANEL
PTN PARTITION
PVMT PAVEMENT
PERF. PERFORATED
PL. PLATE
PLY. f PLYWOOD
PLYWD.
PT. POINT
P.T.D.F. PRESSURE TREATED
DOUGLAS FIR
P.V.C. POLYVINYL CHLORIDE
P.I.V. POST INDICATOR VALVE
LBS POUNDS
PROJ. PROJECTION
P.L. PROPERTY LINE
PB PULL BOX
RI RADIUS
RAD. REFRIGERATOR I
REF. REFERENCE
REINF REINFORCE(D). {ING) I
REINFORCEMENT
REQ. REQUIRED
RET. / RETAINING
RETAIN'G
R.A. RETURN AIR
REV. Ri=VISION(S). REVISED
R.0.W. RIGHT-OF-WAY
R. RISER
RF. ROOF
R.D. ROOF DRAIN
R.D.L. ROOF DRAIN LEADER
RM. ROOM
R.0. ROUGH OPENING
RS RESAWN
SCHED. SCHEDULE
SHT. SHEET
SIM. SIMILAR
SL. BLK. SLUMP BLOCK
S.C. SOLID CORE
···S£~W ..... , _ SOLID CORE SLP. ·•-.Y.,s;,V\n)oD .
S.T.C SLOPE
SPEC. SOUND TRANS.
SQ. COEFFICIENT
S.S. SPECIFICATiON;J) -•. _
sm. SQUARE
STL. STAINLESS STEE.1.
STOR STANDARD
S.D. STEEL
STR STORAGE
SUSP. STORM DRAIN
SW STRUCTURAL
SYM SUSPENDED
SWITCH
SYMMETRY(ICAL)
TEL. TELEPHONE
TBD TO BE DETERMINED
TEMP. TEMPERED
THK. THICK(NESS)
THR. THRESHOLD
T&G TOUNGE AND
T&B GROOVE
T.0. TOP& BOTTOM
T.0.C. TOP OF
T.0.S TOP OF CURB
T.0.W TOP OF SHEATHING
T TOP OF WALL
T.S. TREAD
TYP. TUBE STEEL
TYPICAL
U.L UNDERWRITERS
U.N.O. LABORATORY
U.O.N. UNLESS NOTED
V.C.T OTHERWISE
V.I.F. UNLESS OTHERWISE
VERT. NOTED
V.T.R. VINYL COMPOSITION TILE
VERIFY IN FIELD
VERTICAL
VENT THROUGH ROOF w.c. ·-·. -----
WO. WOOD
WH WATER HEATER
W.I. WROUGHT !RON
W.J. WEAKENED JOINT
W.P. WATERPROOF(ING) I
WORK POINT
W.R. WATER RESISTANT
WT WEIGHT
WN WELDED WIRE
F FABRIC w WIDE
W/0 WITHOUT
W/ WITH
C D E
CONDITIONAL USE PERMIT AMENDMENT
AT
CHANNEL #
X
DIAMETER
NUMBER I POUND
LETTER
8~--COLUMN LINE REFERENCE
~ v
$
~ ~'
G
0
-{:J
1029
INDICATES\
SLOPE I
/ ---78
.,_,__ ()' - -
~--:L_L//
=----'-~,--
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::::::::=
iii oil
A---
0~8
C
DETAIL NUMBER
SHEET NUMBER
DASH !NDICATES DETAIL ON
SAME SHEET
SECTION/ELEVATION NUMBEK
SH:CET NUMBER
DASH INDICATES DETAIL ON
SAME SHEET
ELEVATION INDICATOR. WORK
POINT. CONNECTION POINT,
DATUM POINT OR CONTROL
POINT LJVUI'(. MARK, REFER TO
DOOR SCHEDULE SHEET
VVINDOW MARK, REFER TO
FLOOR PLANS
COLOR INDICATOR. REFER TO
FINISH SCHEDULE
WALL TYPE-REFER TO
WALL TYPES SHEETT4.0
ROOM NUMBER
SLOPING SURFACE
NEW OR FiNISHED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
DIMENSiON TO FACE
DIMENSION TO C:::NT:::R'....lNE
MATCH LINE
CONCRETE:
CONCRETE BLOCK WALL
STUD WALL
EARTH. GRADC
PLYVVOOD
STEEL
TILE::
CARPET
GYP. BO.
PLASTER OR STUCCO
FINISH MATERIAL TO ALIGN
BATT INSULAT!ON
WOOD, F!N!SHED
WOOD. CONT. MEMBER
WOOD, BLOCKING
ELECTRICAL PANEL
INTERIOR: ELEVATION IND!CATOR
REF:C::RENCED ELEVATION
DETAIL ELEVATION
SHEET ELEVATION APPEARS
NOTE: FOR ADDITIONAL INFORMATION ON SPECIFIC
ABBREVIATIONS AND SYMBOLS REFER TO
EACH CONSUL TANT LEGENDS
2708 & 2716 Gateway Road
Carlsbad, California 92008
ARCHITECTURAL
T1 .0 TITLE SHEET
A100 SITE ACCESS PLAN
Al 01
A102
A103
A104
FIRST FLOOR PLAN BUILDING - C
FIRST FLOOR PLAN BUILDING - I
EXTERIOR ELEVATIONS BUILDING - C
EXTERIOR ELEVATIONS BUILDING - I
TOTAL
SHEETS:
6
6
STORMWATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED
AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCE TO THE CITY OF CARLSBAD
WATER QUALITY STANDARDS AND ANY EROSION CONTROL PLAN ASSOCIATED WITH TH!S
PROJECT. ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED
AND/OR MONITORED TO ENSURE ADEQUACY AND PROPER FUNCTION THROUGHOUT THE
DURATION OF THE CONSTRUCTION PROJECT,
COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION CONTROL PlP..N
ASSOCIATED VVITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING
REQUIREMENTS:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AFTER ALL SILT AND MUD
ON ADJACENT STREET(S). DUE TO CONSTRUCTION VEHICLES OR ANY OTHER
CONSTRUCTION ACTN!TY, AT THE END OF EACH WORK DAY. OR AFTER A STORM
EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S WHICH MAY
COMPROMISE STORM WATER QUALITY WHITIN ANY STREET(S). A STABILIZED
CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR
EQUIPMENT FROM TRACKING MUD OR SILT ONTO STREET
2. SEDIMENTS AND OTHER POLLUTANT SHALL BE RETAINED ON SITE UNTIL PROPERLY
DISPOSED OF. AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW,
SWALES. AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND.
3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS SHALL BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND
AND V\IATER FLOW.
4. ALL STOCKPILES OF SOLID AND/OR BUILDING MATERlALS THAT ARE INTENDED TO BE
LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED
ALL REMOVABLE BMP'S. DEVICES SHALL BE IN ?lP..CE AT THE END OF E.A.CH
WORKING DAY WHEN F!VE DAY RAIN PROBABILITY FORECAST EXCEEDS 40o/o.
5. FUELS, OILS. SOLVENTS, AND OTHER TOXIC MATERIALS SHALL BE STORED !N
ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND
SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED
FROM THE WE.A.THER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF
IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
NOR BE ALLOWED TO SETTLE OR INFILTRATE INTO S0iL
6. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED 11'JTO THE PUBUC WAY OR NAY
OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE
WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF A$ SOLID WASTES. A CONCRETE
WASHOUT SHALL BE PROVIDED ON All PROJECTS VI/HIGH PROPOSE THE
CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN
PLACE ON SITE.
7. TRASH AND CONSTRUCTION SOLID VVASTES SHALL BE OEPOSITED INTO A COVERED
RECEPTACLE TO PK.EVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
8. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY
VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED
SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY.
ACCIDENTAL DEPOSITS SHALL BE SINEPT UP IMMEDIATELY ANY MAY NOT BE WASHED
DOWN BY RAIN OR OTHER MEANS.
9. ANY SLOPES WITH DISTURBED SOILS OR REMOVED VEGETATION SHALL BE STABILIZED
TO INHIBIT EROSION BY WIND AND WATER. ALL SLOPES THAT ARE CREATED OR
DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND
SEDIMENT TRANSPORT AT ALL TIMES.
to_ THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO
WORKING ORDER AFTER 8l.CH RUN OFF PRODUCING RAINFALL OR AFTER ANY
MATERIAL BREACH IN EFFECTIVENESS.
11. STORMWATER POLLUTION PREVENTION DEVICES AND/OR PRACTICES SHALL BE
MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS.
12. THE STORAGE OF THE CONSTRUCTION MATERIAL AND EQUIPMENT MUST BE PROTECTED
AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENINV!RONMENT.
LOCATION MAP
.Mcc1~l1st,.~Pal6i}/: 0
: cc·y_.;~~"r(", -
PROJECT ADDRESS:
C3 CHURCH SAN DIEGO
2708 GATEWAY ROAD -BUILDING C
CARLSBAD. CALIFORNIA 92008
ARCHITECT·
ANTHONY TAYLOR, AlA
966 HAWTHORNE COURT
SAN MARCOS, CA 92078
OWNER:
C3 CHURCH SAN DIEGO
2716 GATEWAY ROAD-BUILDING!
CARLSBAD, CALIFORNIA 92008
-----------·--··-------------------,------~ --------------------------------------
PLANNING NOTES: VICINITY MAP
,. ----------------··--___ ._ _______ ------------
NORTH I
F
I CITY OF CARLSBAD
PLANNING COMMISSION
Case Name: C..~~<;.J-\~·~ '=:ll~ (d1:l~
'" '. ·, ~ "i: .,_'
Case No.: ~~/ia"')r'"· W\b' ODO"v
i:x~ibit No.: It B: (i ," 'e ' Oate: -5/3/17
PROPERTY ADDRESS
BUILDING C
2708 GATEWAY ROAD
CARLSBAD. CA 92008
BUILDING l
2716 GATEWAY ROAD
CARLSBAD. CA 92008
APN NUMBER
BUILDING I 213-263-16, BUILDING C 213-263-11
LEGAL DESCRIPTION
LOT3 OF CARLSBAD TRACT CT 05-09 BRESSI RANCH. IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING
TO MAP THEREOF NO. 15669, F!LLED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, JANUARY 15, 2008.
LOT 8 OF CARLSBAD TRACT CT 05-09 BRESSI RANCH, IN THE CITY OF
CARLSBAD. COUNTY OF SAN DIEGO. STATE OF CALIFORNIA. ACCORDING
TO MAP THEREOF NO. 15669,FJLLED IN THE OFFICE OF THE ·coUNTY
RECORDER OF SAN DIEGO COUNTY, JANUARY 15, 2008
GOVERNING AUTHORITY/DEVELOPMENT SERVICES
CITY OF CARLSBAD. CALIFORNIA
BUILDING DIVISION
1635 FARADAY AVENUE
CARLSBAD. CALIFORNIA 92008
PHONE: 760-602-2700
GOVERNING DISTRICTS
SEWER: Cll Y OF CARLSBAD
WATER: CARLSBAD MUNICIPAL WATER DISTRICT
SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT
ZONING DATA
ZONING
GENERAL Pl.J<..N:
LAND USE:
LOTSUMAMRY
P-C
Pl
INDUSTRIAL -OFFICE
EXISTING OVERALL SITE: GROSS SITE AREA 298,209 S.F. (6.8 ACRES)
BUILDING SUMAMRY
BUILDJNG USE:
PROPOSED USE:
EXISTING OFFICE/WAREHOUSE SPACE
KIDS CHURCH BUILDING
BUILD!NG OCCUPANCY: PROPOSED OCCUPANCY A & E
CONSTRUCTION TYPE: TYPE V NON-RATED
SPRINKLERED: YES
MAX. HEIGHT: EXISTING 24' -O"
W.AX_ FLOOR AREA: PROPOSED 7.175 S.F. GROUND FLOOR
(MEASURED TO OUTSIDE FACE OF
EXTERIOR WALLS)
ALLOWAB:C:: AREA·
ALLOWABLE INCREASE:
8,000 SQUARE FEET -TYPE V-NON-RATED)
200o/o FOR SPRJNKLERS PER CBC 506.3
16,000 SQUARE FEET
JUSTIFICATION· 16.000 JS GREATER THAN PROPOSED
7,175 S.F.
EXISTING PARKING SUMAMRY
PARKING PROVIDED:
STANDARD== 195 (72°/o)
ACCESSIBLE== 8 (2%1)
COMPACTS= 69 (25%)
VAN= 1 (1°/o)
TOTAL= 273 (100o/a)
PARKING REQUIRED·
1 SPACE PER 5 SEATS (BUILDING I): 413 SEATS/5 = 83 PARKIJNG SPACES
1 SPACE PER SUNDAY SCHOOL
EMPLOYEE (BUILDING C): 10 EMPLOYEES= 10 PARKING SPACES
TOTAL PARKING SPACES REQUIRED: 93 SPACES
TOTAL PARKING SPACES PROVIDED FOR ENTIRE SITE: 273
SCOPE OF WORK -BUILDING CANDI
• TENANT IMPROVEMENT FOR CHURCH AND ClP..SSROOMS
• INTERIOR WALLS, FURRED WALLS AND PARTITIONS
• NEV\1 TENANT PLUMBING FIXTURES
• DR'M'ALL AND SUSPENDED GYPSUM BOARD CEILINGS
COFFEE BAR
INTERIOR FINISHES (FLOORS. WALLS AND CEILINGS)
GOVERNING CODES
GOVERNING AUTHORITY (CITY OF CARLSBAD,CA.)
2013 CALIFORNIA ADMINISTRATIVE CODE {PART 1 OF TITLE 24)
2013 CALIFORNIA BUILDING CODE ( PART 2 OF TITLE24)
2013 CALIFORNIA ELECTRICAL CODE ( PART 3 OF TITLE 24)
2013 CALIFORNIA MECHANICAL CODE ( PART 4 OF TITLE 24)
2013 CALIFORNIA PLUMBING CODE ( PART 5 OF TITLE 24)
2013 CALIFORNIA ENERGY CODE ( PART6 OF TITLE 24)
2013 CALIFORNIA FIRE CODE ( PART9 OF TITLE 24)
2013 CALIFORNIA EXISTING BUILDING CODE ( PART 10 OF TITLE 24)
ALL ABOVE ADOPTED CODES !NCLUDE LOCAL AMENDMENTS ADOPTED
BY THE CIT':' OF CARLSBAD, CARLSBAD MUNICIPAL CODE
Anthony
Taylor, AIA
Architect
760-419-8506
ctaandyt@gmail.com
CONSULTANTS STAMP
00
0
l'
N
ARCHITECTS STAMP
___ 6 _____ _
___ 6 _____ _ ___ /'\ _____ _
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---~----~ ___ 6 ____ ~
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THESE DRAWINGS, SPECIFICATIONS, DESIGNS. IDEAS, ANO
REPRESENTA":'IONS FOUNO HEREIN ARE Tl-IE SOLE
PROFERT',' OF THEARCHITEC"'". I~ IS UNLAIIVFUL TO COPY IN
PART OR IN wt,CL.E, 1'10DIFY OR SHARE THESE CO~TENTS
WITHOUT THE EXPRESSED WRl"'.TEN CONSENT OF THE
ARCHITECT.
TITLE
TITLE
SHEET
DATE
SCALE
PROJECT NO.
APPROVED
SHEET
02/20/17
Project Number
Approver
T100
A
1
2
3
4
B
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SITE PLAN
1"::: 40' -0"
C D
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EB
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SITE ACCESS PLAN LEGEND:
(E) LIGHT POST
(E) FIRE HYDRANT
[[ (E) TRANSFORMER W/PROTECTIVE BOLLARDS
·---• (E) ACCESSIBLE PATH OF TRAVEL (P.O.T.)
SITE ACCESS PLAN KEYNOTES:
1
3
5
7
(E) 24'-0" MIN. WIDE FIRE LANE W/CURBS PANITED RED W/
WHITE STENCILED "NO PARKING -FIRE LANE" AT 30' 0.C.
AND PER CARLSBAD FIRE DEPARTMENT STANDARDS
(E) Fl RE HYDRANT
(E) ACCESSIBLE PARKING STALL
(E) BIKE RACK
(E) TRASH ENCLOSURE
(E) PERMANENT ROOF ACCESS LADDER
EXISTING LOADING AREA WITH THE WORDS "NO PARKING" SHALL
BE PAINTED ON THE GROUND WITHIN EACH LOADING AND
UNLOADING AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE NO
LESS THAN 12 INCHES IN HEIGHT AND LOCATED SO THAT IT IS
VISIBLE TO TRAFFIC ENFORCEMENT OFFICALS.
(E) ACCESSIBLE PATH OF TRAVEL (P.0.T.)
Anthony
Taylor, AIA
Architect
966 Hawthorne Court
San Marcos, CA. 92078
Phone: 760-419-8506
Email: ctaandyt@gmail.com
CONSULTANTS STAMP
00
0
t'
N
ARCHITECTS STAMP
___ 6 _____ _
___ l"., _____ _
___ /~------___ 6 ____ _
___ 6 _____ _
___ 6 _____ _
___ 6 _____ _
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THESE DPJl'Nlt\GS, SPECIFICATIONS. DESIGN6, IDEAS. AND
REPRESENTATIONS FOUND HEREIN ARE 11--E SOLE
PROPERTY OF THE flRCHJTECT. IT IS UNL".WFUL TO CGPY IN
PART OP. II\ WHOLE. MODIFY OR SHARE THESE CONTENTS
WITHOUT,"HE EXPRESSED WRITIEN CONSENT OF 'HE
ARCHITECT.
TITLE
SITE PLAN
DATE 02/20/17
SCALE
As indicated
PROJECT NO.
Project Number
APPROVED
Approver
SHEET
A100
2
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DEMOLITION PLAN
SCALE: W"=1'-0"
TRASH
WALL LEGEND
EXISTING PARTITION TO REMAIN
EXISTING PARTITION TO BE REMOVED (SEE DEMO PLAN)
= FULL HEIGHT PARTITION WITH INSULATION (NON-RATED)
513" GYP. BO. EACH SIDE OF 6" x 20 GA MTL. STUDS AT 16" O.C.
( + 19'-8" +I-AF.F.)
nn///////////l/Zzz INTERIOR PARTITION WITH INSULATION (NON-RATED)
I
Elect.
Room
11'!8 i
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Serv1r9
M1llwo 0 <.
I 11s I
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Electrical/
Roof
Access
I 111 I I
Reception
I 115 I
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Low Woll (48" HIGH)
Play Space
I 111 I
1,100 S.F.
Classroom 1
1114 I
590 S.F.
Check-in
1112 I
8 I
' I 83'-11"
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Jan.
1110 I
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I 107 I
672 S.F.
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l106AI
627 S.F.
4
I 109 I
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11081 1Q
//////////////////////////// /////////////
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( +12'-0" AF.F.) 1 BUILDING 'C' FLOOR PLAN
EXTERIOR WALL FURRING WITH INSULATION SCALE: V4"= 1'-0"
----------------------------·---
Classroom 2
1113 I
590 S.F.
Kids Activity Room
I 104 I
1,061 S.F.
Low Wall (55" HIGH)
'//////////////
Storage
11021
Low
Gate
Reception
1 101 I
Storage
I 105 I
Storage
I 103 I
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ARCHITECTS STAMP
4-5-17
TITLE
UPDATED FLOOR PLAN INSERTED CBY f'MA>
FIRST
FLOOR - C
DATE 4-5-17
SCALE AS INDICATED
PROJECT NO.
DRAWN BY
FRASER
SHEET
A-101
------------
1
2
3
4
A B C
C:0 140' -O"
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323 S.F.
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2,637 S.F.
413 SEATS
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474 S.F.
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DELETE EXISTING
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2,189 S.F.
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------------
Anthony
l aylor, J\IJ\
Architect
966 Hawthorne Court
San Marcos, CA. 92078
Phone:
Email:
760-419-8506
ctaandyt@gmail.com
CONSULTANTS STAMP
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THE6E ORl'.WINGS. SPECIFICATIONS. DESIGNS, IDEAS. AAD
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PROPERTY OF THEARCHfTECT. 1-1s UNLAWFUL TO COPY IN
PART OR IN WHOLE. MODIFY OR SHARE THESE CQNTEr.:-s
'NJTl-iQUTTHE EXPRESSED WRITTEN CONSENT OF THE
ARCHITECT
TITLE
FIRST
FLOOR-I
DATE 02/20/17
SCALE
As indicated
PROJECT NO.
Project Number
APPROVED
Approver
SHEET
A102
-------------------
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1
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Anthony
l aylor, AIJ\
Architect
966 Hawthorne Court
San Marcos, CA_ 92078
Phone: 760-419-8506
Email: ctaandyt@gmail.com
CONSULTANTS STAMP
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THESE DP.fa.Wlr'-.GS, SPECIFICATIONS, DESIGNS. IDEAS, AND
REPRESENTAlONS FOL.ND HEREIN ARE THE SOLE I
PROPERr-' OF THE ARCHITEC'". IT rs Uts'LAWFUL TO COPY l~J
FART OR IN Wl-aOLE, MODIFY OR SHARE -,HESE COll:TENTS •
WITHOUT THE EXPRESSED WRIIEN CONSENT OF THE
ARCHITECT
TITLE
EXTERIOR
ELEV.· C
DATE 02/20/17
SCALE
1/8" = 1 '-0"
PROJECT NO.
Project Number
APPROVED
Approver
SHEET
A103
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Anthony
Taylor, AIA
Architect
966 Hawthorne Court
San Marcos, CA. 92078
Phone: 760-419-8506
Email! ctaandyt@gmail.com
CONSULTANTS STAMP
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___ L::, _____ _
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THESE DRJ,,\1\/INGS. SPECIFICATIONS. DESIGNS, !DEAS. MD
REPRESENTATIONS FOUND HEREIN ARE THE SOLE
PROPERT' OF THE ARCHITEC-:-IT IS UNLAWFUL TO COPY IN
PART OR II\ WHOlE, MODIFY OR SHARE '7HESE CC-NTENTS
Wl';"HOUT "7HE EXPRESSED WRf'TEN CONSENT OF THE
ARCHITECT
TITLE
EXTERIOR
ELEV. -1
DATE 02/20/17
SCALE
1/8" = 1'-0"
PROJECT NO.
Project Number
APPROVED
Approver
SHEET
A104