Project Plans - Full Size 2019.10.25 - Incorporating Revised SheetC
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BE
Date
Sheet Title
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TITLE SHEET
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825
DETAIL, SECTION, PLAN,OR ELEVATION NUMBER
(OR NUMBER)
SECTION LETTER
DETAIL IS INDICATED
DRAWING NUMBER WHERE
ENLARGED DETAIL
INDICATES AREA OF
INDICATES DIRECTION
DIMENSION TO FINISH
REFERENCE NORTH
DETAIL REFERENCE
DIMENSION TO CENTER
DIMENSION TO FACE OF
DETAIL REFERENCE
SECTION REFERENCE
DETAIL NUMBER
DETAIL IS LOCATED
DRAWING NUMBER WHERE
OF DETAIL CUT
DIRECTION OF VIEW
DETAIL NUMBERCALLED NORTHTRUE NORTH
STUDS
(LINE)
SURFACE
DATE AND TYPE OF
(SEE TITLE BLOCK FOR
REFERENCE (IN ELEVATION
OR SECTION VIEW)
REVISION)
REVISION SYMBOL
ELEVATION NUMBER
+0'-0"
1
OF ELEVATION VIEW
DRAWING NUMBER WHEREELEVATION IS LOCATED
REVISED PORTION
CLOUDING INDICATES
ELEVATION LEVEL
REFERENCE
ELEVATION VIEW
+0'-0"
TBD TO BE DETERMINED
SHT. VIN
GYPSUM WALL BOARD
GND.GROUND
GWB
GYP.
GR.GRADE
GYPSUM
GALV.
GA.
GB.
GL.
GAUGE
GALVANIZED
GRAB BAR
GLASS
VERTICAL
VESTIBULE
VERT.
VEST.
UNLESS NOTED
OTHERWISE
UNO.
UR.URINAL
ETR.
ELEC.
ELEV.
EMER.
ENCL.
EQPT.
EWC.
EXST.
EXPO.
EXP.
EXT.
FDN.
F.H.C.
FLASH.
FLUOR.
FTG.
FURR.
FUT.
FE.
FX.
FS
FT.
F/C
F/F
F/S
FEC
FIN.
FL.
FB
FD
EP
EQ.
EA.
E.J.
EL.
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE HOSE CABINET
FLASHING
FLUORESCENT
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUDS
FULL SIZE
FOOT OR FEET
FOOTING
FURRING
FUTURE
CABINET
FIXED
FINISH
FLOOR
EXISTING TO REMAIN
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
EMERGENCY
ENCLOSURE
ELECTRICAL
EQUIPMENT
ELECTRIC WATER
EXISTING
EXPOSED
EXPANSION
EXTERIOR
FLAT BAR
FLOOR DRAIN
FOUNDATION
PANEL
COOLER
EQUAL
EACH SOLID CORE
SEAT COVER
DISPENSER
SCHEDULE
SOAP DISPENSER
SHOWER
SPLIT FACE BLOCK
SHEET VINYL
SPECIFICATION
STAINLESS STEEL
SERVICE SINK
STANDARD
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
TOWEL BAR
TOP OF CURB
TELEPHONE
TERRAZZO
TOP OF PAVEMENT
TOILET PAPER
DISPENSER
TELEVISION
TOP OF WALL
UNFINISHED
STOR.
THK.
TYP.
UNF.
TP
TPD
TV
TW
TB
TC
TEL.
TER.
T & G
STRL.
SUSP.
SYM.
TRD.
THICK
TYPICAL
TREAD
SCHED.
SFB
SQ.
SST.
SS
STA.
STD.
STL.
SPEC.
SD
SECT.
S
SHR.
SHT.
SIM.
SC
SCD
SQUARE
STATION
STEEL
SECTION
SHELF
DRAWING
SIMILAR
CENTERED (ON SPACE)
DIAMETER OR ROUND
AD.AREA DRAIN
CTD.
ADJ.
AGGR.
APPROX.
ASB.
ARCH.
ASPH.
BITUM.
BLDG.
BLK.
BLKG.
BOT.
CAB.
CER.
CLG.
CLO.
CLR.
COL.
CONC.
CONN.
CONST.
CORR.
CJ.
CNTR.
CTR.
DBL.
DET.
DIA. Ø
DIM.
DISP.
DWR.
DSP.
DWG.
DF.
DR.
DS.
DN.
CB
CI.
BD.
AL.
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CORRIDOR
CONTROL JOINT
COUNTER
CENTER
DOUBLE
DRINKING FOUNTAIN
DETAIL
DIAMETER
DIMENSION
DISPENSER
DRAWER
DOWN SPOUT
DRY STANDPIPE
DRAWING
DOOR
DOWN
ADJUSTABLE
AGGREGATE
ALUMINUM
APPROXIMATE
ASBESTOS
ARCHITECTURAL
ASPHALT
BOARD
BITUMINOUS
BUILDING
BLOCKING
BOTTOM
CABINET
CATCH BASIN
CERAMIC
CAST IRON
CEILING
CLOSET
BLOCK
CLEAR
ACOUS.
#
(E)
&
@
CL CENTERLINE
POUND OR NUMBER
EXISTING
ACCOUSTICAL
AND
ANGLE
AT
MISC.MISCELLANEOUS
MASONRY OPENING
MOUNTED
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OVERALL
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAPER TOWEL
DISPENSER
PROPERTY LINE
PRE-CAST
PARTITION
PAPER TOWEL
RECEPTICLE
QUARRY TILE
REFERENCE
REFRIGERATOR
REGISTER
REINFORCED
REQUIRED
RESILIENT
ROUGH OPENING
REDWOOD
RAIN WATER LEADER
PT.POINT
PRCST.
RGTR.
REINF.
RESIL.
R.
REQ.
RM.
RO
RWD.
RWL
RAD.
REF.
REFR.
PTR
QT
PTD
PTN
PL
RISER
RADIUS
ROOM
OPNG.
P.LAM.
PLYWD.
O/C
PL.
PLAS.
PR.
OD
OFF.
OPP.
NO.
NOM.
NTS
O.A.
OBS.
M.O.
MTD.
MUL.
NIC
OFFICE
PLATE
PAIR
MULLION
NUMBER#
MAXIMUM
MEDICINE CABINET
MECHANICAL
MEMBREANE
MANUFACTURER
MANHOLE
MINIMUM
MECH.
MEMB.
MET.
MFR.
MH.
MIN.
MIR.
MAX.
M.C.
METAL
MIRROR
SCOPE OF WORKGENERAL NOTES, LOCATION MAP, DRAWING INDEX, PLANNING DATA,1.0
A2.1
BUSINESS NAME:BIG MUG
PROJECT DESCRIPTION:TENANT IMPROVEMENTS TO AN VACANT SPACE
PROJECT LOCATION:1725 S. BASCOM AVENUE STE. 400CAMPBELL, CA 95008
CONSTRUCTION TYPE:TYPE IA
OCCUPANCY:A-2
ZONING:PD
SPRINKLERS:FULLY SPRINKLERED
EXISTING/DEMOLITION PLAN, EXIT PLANA2.0
PROPOSED FLOOR PLAN
8. ANY DECORATIONS USED SHALL BE NON-CONBUSTIBLE OR FLAME PROOFED
2-A 10 BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTION OF THE 7. PROVIDE A POTABLE FIRE EXTINGUSHER WITH A RATING OF NOT LESS THAN
BE IN BLOCK LETTER 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4".
BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORD ON THE SIGN SHALL
6. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS SHALL
BE DETERMINDED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF
5. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGN SHALL
ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN
EXCEPTION; MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS.4. EXIT SIGN SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE
3. EXIT ILLUMINATION SHALL COMPY WITH SECTION 93.064 0F THE ELECTRICAL
LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL.2. EXIT SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH
USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
1. EXIT DOORS SHALL BE OPENABLE FROM INSIDE FROM INSIDE WITHOUT THE
BUILDING, AND AS REQUIRED BY FIRE INSPECTOR.
APPROVED BY THE BUILDING OFFICIAL.
(FIRE EXINGUISHERS CERTIFIED BY A STATE LICENSING CO.)
C) INTERIOR WALL AND CEILING FINISH FOR
b) INTERIOR WALL AND CEILING FINISH FOR
a) INTERIOR WALL AND CEILING FINISH FOR
A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III)
9. ALL INTERIOR FINISH SHALL BE SMOKE DENSITY OF 450.
A FLAME SPREAD CLASSIFICATION OF 25 (CLASS I)
A FLAME SPREAD CLASSIFICATION OF 75 (CLASSII)
10. PROVIDE "NOT AN EXIT" SIGN ON DOORS OPENING IN TO STOCKROOM.
MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT.
ANY PENETRATIONS OF OR MODIFICATIONS TO THE EXISTING STRUCTURAL SYSTEMS,
CONCRETE, STEEL, ETC. MUST BE COORDINATED WITH THE LANDLORD AND LOCALAUTHORITIES. ANY MODIFICATIONS MUST BE APPROVED BY THE LANDLORD AFTER
END WALLS WHERE VINYL WALL COVERING IS FINISHED WALL MATERIAL.
A PROJECT MANUAL CONSISTING OF ALL ADDENDA, GENERAL CONDITIONS, TECHNICAL
SPECIFICATIONS, EQUIPMENT CUT SHEETS AND LANDLORD DESIGN AND CONSTRUCTION
AWARD OF CONTRACT SHALL BE NEGOTIATED AS A CHANGE ORDER.
CRITERIA. USE OF THE DRAWINGS WITHOUT THE PROJECT MANUAL IS NOT ADVISED.
DRAWINGS, IN THE SPECIFICATIONS OR IN THE LANDLORD DESIGN CRITERIA, INCLUDED
CLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED AFTER
FURNISH AND INSTALL CLEAR PLEXIGLASS GUARDS TO COUNTER HEIGHT AT UNPROTECTED
NOTE: THESE DRAWINGS ARE AUGMENTED AND/OR MODIFIED BY INFORMATION CONTAINED IN
CLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED ON THE
SUBMISSION OF A DETAIL SCOPE OF WORK OUTLINE.
IN THE PROJECT MANUAL WILL NOT BE ACCEPTED.
10.
9.
8.
ANY WORK.
IN AN APPROVED MANNER.
WITH THE WORK. SAID DIMENSIONS MAY AFFECT OTHER DIMENSIONS AS INDICATED WITH
THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DIMENSIONS AND
WOOD BLOCKING, DECKING AND FRAMING MATERIALS ARE ONLY ALLOWED BELOW THEFINISHED CEILING LINE WHEN FIRE-RETARDANT TREATED AND MARKED AS SUCH.
EXISTING DIMENSIONS ARE (+/-) AND MUST BE FIELD VERIFIED PRIOR TO COMMENCING
COMPLIANCE WITH PROCEDURES WITH LOCAL GOVERNING AGENCY.
ALL MATERIALS MUST MEET FLAME RESISTANCE REQUIREMENT OF LOCAL CODES, BUT NO
APPROVAL TO PROCEED WITH THE WORK IS SUBJECT TO VERIFICATION OF CONDITIONS AND
CONTRACTOR IS RESPONSIBLE FOR FULL COMPLIANCE WITH ALL REQUIREMENTS DICTATEDBY THE LANDLORD'S FIRE PROTECTION SYSTEMS ENGINEER DURING CONSTRUCTION AND ALL
LESS THAN 25 IN UNSPRINKLED AREAS ABOVE THE CEILING; 75 ON STOREFRONT; AND 200
SUPPORT WIRES FOR SUSPENDED CEILINGS MUST NOT CONNECT TO ANY OF THE LANDLORD'S
CONSTRUCTION NOTES:
IN SPRINKLED AREAS.
SUBSEQUENT FIELD INSPECTIONS.
3.
6.
7.
4.
5.
(+/-) SYMBOL.
CONDITIONS.
1.
2.
GENERAL NOTES
CODE.
FIRE NOTES:
PROJECT DATA
SHALL NOT EXEED
SHALL NOT EXCEED
SHALL NOT EXEED
ENCLOSED STAIR
EXIT CORRIDOR
KITCHEN, SERVICE AREA
DRAWING INDEX
- MOUNT MAX. 48" ABOVE FLOOR FOR ADA ACCESS.
11. BUILDING IS FIRE SPRINKLERED.
1725 S. BASCOM AVENUE, STE. 1100, CAMPBELL, CA 95008
REQUIRED CONTRACTOR AT TENANT'S EXPENSE.
12. ANY MODIFICATION TO SPRINKLER SYSTEM TO BE BY MALL'S
HEADS THROUGH OUT WHERE APPLICABLE.
13. INSTALL CONCEALED HEADS IN DRYWALL CEILINGS AND RECESSED
VINCINITY MAP
ABBREVIATIONS
CALIFORNIA BUILDING CODE 2016
CALIFORNIA MECHANICAL CODE 2016
CALIFORNIA PLUMBING CODE 2016
CALIFORNIA ELECTRIC CODE 2016
SYMBOLS PLANNING DATA
PROPOSED WORK AREA:2,040 SF
PARKING:EXISTING (NO CHANGE)
Sheet No
1.0
CALIFORNIA FIRE CODE 2016CALIFORNIA ENERGY CODE 2016
SITE PLANA1.0
SCOPE OF WORK
TENANT IMPROVEMENTS TO AN EXISTING 2,040 SF VACANT SPACE TO A
A2.2 EQUIPMENT PLAN
E3.0 POWER PLAN
E1.0 SYMBOLS LIST, NOTES, ABBREVIATIONS AND INDEX
E2.0 TITLE 24
E4.0
E5.0 SINGLE LINE AND PANEL SCHEDULE
GENERAL NOTESP0.1
SCHEDULESP0.2
KITCHEN EQUIPMENT SCHEDULEP0.3
LIGHTING PLAN
MECHANICAL TITLE 24M0.3
MECHANICAL FLOOR PLANM2.1
DETAILSM3.1
A5.0 CABINET SECTIONS
A5.1 ACCESSIBILITY DETAILS
A5.2 DETAILS
E6.0
E7.0 SPECIFICATIONS
DETAILS
LEGEND, NOTES AND SPECIFICATIONSM0.1
DEFERRED SUBMITTAL LIST:
1. WALL SIGNAGE TO BE UNDER A SEPARATE SUBMITTAL.
NEW ROOFTOP MECHANICAL UNITS TO REPLACE EXISTING MECHANICAL UNITS AT (E) LOCATION11.WITH IN KIND. THE REAPLCED MECHANICAL UNITS WILL NOT BE VISIBLE FROM THE STREET
APPROVED ADDRESS NUMBER SHALL BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
A2.3 REFLECTED CEILING PLAN
SERVICE/PREP. AREA
USE SQ. FT LOAD FACTOR OCCUPANT LOAD
STORAGE
253
871
73
30
15
300
9
58
1
A
B
C
D
SALES AREA
655 200 4
TOTAL 2,040 -72
TOTAL OCCUPANT LOAD:72
TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
SEATING AREA
OTHER (BATHROOM)188 --E
PLUMBING FLOOR PLANP2.1
RISER DIAGRAMP3.1
DETAILSP4.1
OCCUPANT LOAD DIAGRAM
BIG MUG
COFFEE SHOP
E1.1 ELECTRICAL SITE PLAN
E2.1 TITLE 24
E2.2 TITLE 24
MECHANICAL SCHEDULESM0.2
MECHANICAL TITLE 24M0.4
14.ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE
CFC CHAPTER 33 AMD SCCFD'S SPECIFICATION SI-7-CONSTRUCTION SITE FIRE SAFETY.
15.FIRE DEPARTMENT ACCESS TO THE SITE, BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE, AND OTHER MATERIALS OR OBJECTS SHALL BE PLACED OR KEPT
NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE PROTECTION SYSTEM
CONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTSFROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH CFC 505.5.4.
16.ANYTIME THE FIRE SPRINKLER SYSTEM AND/OR THE FIRE PROTECTION & ALARM SYSTEM IS IMPAIRED, A FIRE WATCH IS TO BE PROVIDED. THE SYSTEM IS TO BE TAGGED, AND A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED, IN ACCORDANCE WITH CFC CHAPT 9.
APPLICABLE CODES
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008PROJECT LOCATION
2. ALTERATION TO THE FIRE SPRINKLER AND/OR FIRE ALARM SYSTEM REQUIRE A SEPARATE
PERMIT SUBMITTAL TO THE CITY OF CAMPBELL FIRE DEPARTMENT FOR AN APPROVAL.
PLUMBING FIXTURE REQUIREMENT:
WATER CLOSETSUSE
RESTAURANT MALE:1: 1-50
FEMALE:1:1-25
URINALS
FACTOR
MALE:1:1-200
FACTOR REQ.
1
N/A N/A
PRO-POSED
1
1
PRO-POSED
0
-
LAVATORY
MALE:1: 1-150
FACTOR
1
1FEMALE:1: 1-150
PRO-POSED
TYPE OF OCCUPANT SQ. FT LOAD FACTOR OCCUPANT LOAD
1,124 30 38DINING AREA
42/2 = 21
PLUMBING FIXTURE ANALYSIS:
728 200 4KITCHEN
188 --OTHER (BATHROOM,
NON-HABITABLE SPACE)
URINAL IS NOT REQUIRED PER 2016 CPC TABLE 422.1 EXCEPTION NOTE #3
E2.3 TITLE 24
E2.4 TITLE 24
MECHANICAL SITE PLANM2.0
PLUMBING SITE PLANP0.4
Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
SITE PLAN
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825
SCALE : N.T.S.
SITE PLAN
Sheet No
A1.01
TEL: (408) 316-6782
P.O. BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
PATH OF TRAVEL LEVEL.
CONTRACTOR TO FIELD VERIFY
EXCEED 5 % IN THE DIRECTION OF TRAVEL
EXISTING PATH OF TRAVEL TO NOT
AND NOT TO EXCEED 2 % CROSS SLOPE
7
A5.1
(E) ACCESSIBLEPARKING, REFER
PATH TO BE MIN. 36" WIDE ALL THE WAY.
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008WORK AREA
VACANT TENANT SPACE
1
1
'B' OCCUPANCY
(E) RATED HALLWAY
DIAGONAL DISTANCE = 68'-0"±DIAGONAL DISTA
N
C
E
=
2
9'
-
0
"
±
EXIT
TACTILE EXITSIGN
EXIT
TACTILE EXITSIGN
Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
EXISTING/DEMOLITION FLOOR PLAN
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825
1.THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE IMPACT TO THE
STRUCTURE OF ALL COMPONENTS TO BE REMOVED AND PROVIDE THE
NECESSARY SHORING TO INSURE THE STRUCTURAL STABILITY OF THE
BUILDING AS A WHOLE AND THE VARIOUS COMPONENTS AFFECTED BY THE
DEMOLITION. THE DRAWINGS NOTE VARIOUS ELEMENTS TO BE REMOVED AND
WHETHER THESE ARE BELIEVED TO BE STRUCTURAL OR NON STRUCTURAL.
THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND/OR ENGINEER IF
IN FACT ANY ELEMENT THAT IS NOTED AS "NON STRUCTURAL" APPEARS TO
BE AN INTEGRAL PART OF THE BUILDING'S STRUCTURAL SYSTEM. DURING
THE COURSE OF DEMOLITION, THE GENERAL CONTRACTOR SHALL ADVISE AN
DESIGNER WHEN FINISHES ARE REMOVED TO EXPOSE CONSTRUCTION SO
DESIGNER COORDINATE WITH THE STRUCTURAL ENGINEER TO VISIT THE SITE.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND
IDENTIFYING ALL ITEMS TO BE DEMOLISHED AND REMOVED, INCLUDING BUT
NOT LIMITED TO: PLUMBING FIXTURES, ELECTRICAL AND TELEPHONE OUTLET,
LIGHT FIXTURES, CONDUITS, ELECTRICAL SUB PANELS, FLOOR MONUMENTS,
MILLWORK AND FLOOR FINISHES WHETHER SPECIFICALLY INDICATED OR NOT.
IF THERE ARE ANY ITEMS IN QUESTION, CONTACT DESIGNER.
3.ALL EXISTING CEILING ATTACHEMENTS TO BE REMOVED AND NOT BEING
REUSED IN NEW BUILD OUT.
4.ALL DEMOLITION REQUIRED FOR ELECTRICAL OR MECHANICAL SYSTEMS SHALL
BE RE-FORMED BY TRADES RESPONSIBLE FOR THE NEW WORK RELATIVE TO
THOSE SYSTEMS.
5.DEMOLITION PLAN INDICATES THE REMOVAL OF MAJOR COMPONENTS ONLY
AND DOES NOT REFLECT CUTTING AND PATCHING OF EXISTING CONSTRUCTION
REQUIRED FOR INSTALLATION OF NEW WORK.
6.AREAS NOTED "EXISTING TO REMAIN" SHALL BE LEFT UNDISTURBED AND
DURING DEMOLITION CONTRACTOR SHALL MAKE ALL EFFORTS TO PROTECT
EXISTING CONDITIONS FROM DAMAGE.
7.CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER DURING
CONSTRUCTION AND SHALL VERIFY: LOCATIONS OF APPROPRIATE PARKING
AND LOADING AREAS, HOURS OF OPERATION, PROTECTION REQUIREMENTS OF
EXISTING BUILDING FINISHES, AND CONFORMING WORKING HOURS.
EXISTING 1 HR RATED WALL TO REMAIN.1
SCALE : 1/4" = 1'-0"
EXISTING/DEMOLITION FLOOR PLAN
REMOVE WALL
WALL - EXISTING TO REMAIN (ETR)
DEMOLITION LEGEND
Sheet No
A2.01
DEMOLITION GUIDELINES
GENERAL NOTES
1. CONTRACTOR TO VERIFY THAT THE NOTIFICATION IN ACCORDANCE WITH SECTION 19827.5
OF CALIFORNIA HEALTH AND SAFETY CODE IS NOT APPLICABLE TO THIS PROJECT. IF
ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED IN THIS PROJECT, CONTRACTORSHALL STOP WORK AND IMMEDIATELY CONTACT BAY AREA AIR QUALITY MANAGEMENTDISTRICT. ANY ASBESTOS MATERIAL ENCOUNTERED WILL BE MANAGED IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS AND PROPERLY DISPOSED OF, PER SECTION25505, 25533, AND 25534 OF THE HEALTH AND SAFETY CODE.
TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.comKEY NOTES
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 950081. CONTRACTOR SHALL CARE DURING CONSTRUCTION SO AS NOT TO DAMAGE
OR DISRUPT ANY UTILITES OR SPRINKLER LINES WHICH MIGHT PASS
THROUGH THIS SPACE TO SERVICE OTHER SPACES OR OTHER TENANTS. G.C.
WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE.
2. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY SERVICE
DISCREPANCIES OR IRREGULATITIES DISCOVERED IN THE LEASE SPACE WHICH
MAY AFFECT CURRENT STORE DESIGN. GC. IS TO PAY SPECIAL ATTENTION
TO AVALABLE HEIGHT FOR INTENDED CEILING ELEVATION. MECHANICLA.
DUCTWORK. ETC.
3. CONTRACTOR SHALL ERECT CONSTRUCTION BARRICADES/ SCREENS. IF
REQUIRED, PER LANDLOARD'S SPECIFICATIONS. CONTACT LANDLORD'S FIELD
REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL CONSTRUCTION
WORK.
4. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR EXISTING ITEMS NOTED TO
BE UTILIZED IN REMODEL AND PROPERLY DISCARD REMOVED DEBRIS. TRASH
AND DISCARDED ITEMS AT APPROPRIATE & APPROVED DUMP SITE PAYING
FOR ITS DUMP FEES.
5. CAREFULLY REMOVE ITEMS DESIGNATED ON DEMOLITION PLAN.
6. ALL FINISH FLOORINGS - TILE, STAINED CONC., ETC., UNLESS NOTED
OTHERWISE WITHIN THE PREMISE OF PROPOSED IMPROVEMENT AREA SHALL
REMAIN.
7. CONTRACTOR SHALL CAP LINE, CONDUITS OR WRING PER CODE IN THE
REMOVAL OF EXISTING FIXTURES.
8. CONTRACTOR SHALL CHECK ALL DISTANCE, DATA, EXISTING STRUCTURES AND
UTILITIES ABOVE OR BELOW FLOOR WITHIN THE LIMITS OF THIS PROJECT.
9. PLACES WHERE EXISTING OBJECTS ARE REMOVED AS INDICATED ON THE
DEMOLITION PLAN, TO BE PREPARED AND BLENDED W/ ADJACENT EXISTING
CONDITION TO THE SATISFACTION OF LANDLORD.
10. CONTRACTOR SHALL VERIFY W/ OWNER EXISTING KITCHEN EQUIPMENT TO BE
REMOVED.
DEMOLITION NOTES
SCALE : 1/4" = 1'-0"
EXITING PLAN2
EXIT PLAN
34" MAX. HEIGHTCOUNTERTOP
H/W
Pick Up
48" CAKE S/C60" CAKE S/C2'-10"8'-0"48'-0"(E) 51'-1"±
38'-4"12'-9"(E) 48'-0"±12'-8"9'-1"21'-8"(E) 51'-1"±
11'-1"14'-8"14'-5"8'-5"2'-6"
SERVICE AREA
BATHROOM
MEN'S
BATHROOM
WOMEN'S
SERVICETABLE
STORAGE
10'-0"8'-6"18'-8"4'-7"48" MIN.60" MIN.
2
4
5
6
FREEZER REF.
SEATING AREA
1
KITCHEN
3
2'-5"3'-0"2'-9"
8'-2"2'-10"6'-9"5'-10"8'-7"8'-0"3'-0"3'-5"2'-0"
3'-11"2'-6"3'-5"2'-1"6'-0"3'-8"
1
2
4
5
3
A5.1
16
48" MIN.60" MIN.A5.1
5
A5.1
16
A5.1
5
3'-0"3'-2"
A5.1
10
34" MAX. HEIGHTCOUNTERTOP
60" MIN.
1/2" TEMPERED GLASSSNEEZE GUARD
Date
Sheet No
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
--
PROPOSED FLOOR
A2.1
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825
PLAN
SCALE : 1/4" = 1'-0"
PROPOSED FLOOR PLAN1
TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
NO.
1
MATERIALHT.WIDTH NOTE
DOOR SCHEDULE
DOOR NOTES:
CONTRACTOR TO PROVIDE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATICAND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOWTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATINGA TRAP OR HAZARDOUS CONDITION
1.
THE MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 lbs. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED2.
AT RIGHT ANGLES TO HINGED DOORS
EXISTING WALL TO REMAIN
1-LAYER OF 1/2" GP. BD. ON EACH SIDETYPICAL WALL PARTITION SHALL BE NEW FULL WALL CONSTRUCTION:
LEGEND
CONTRACTOR TO PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBLITY AND3.WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS,
TO BE VISIBLE TO PERSONS
PROVIDE TACTILE EGRESS SIGNAGE INSTALLED ON THE WALL ADJACENT TO 4.THE LATCH SIDE OF THE EXIT DOORS. REFER TO DETAIL 16/A5.1
FINISH
5. ACCESSIBLE DOOR OPENING HARDWARE IS TO BE MOUNTED AT A HEIGHT BETWEEN30" TO 44" ABOVE THE FLOOR AND OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING
6. CONTRACTOR TO VERIFY AND PROVIDE EXISTING STOREFRONT GLAZING WITHIN18" OF A WALKING SURFACE TO BE TEMPERED.
GLASS/ALUNIMUM6/0 7/0 STOREFRONT
2 GLASS/ALUNIMUM3/0 7/0 STOREFRONT MATCH EXISTING FINISH
EXISTING TO REMAIN
3 METAL3/0 7/0 -(E) 20 MIN. RATED DOOR TO REMAIN; (E) PANIC HARDWARE
5 WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING
6 WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING
1.
NOTES
PROVIDE A SIGN THAT INDICATES THE OCCUPANT LOAD OF THE ROOM/SPACE
(FINAL POSTED SIGN LOCATION AND TYPE SHALL BE APPROVED BY THE FIRE AND
BUILDING INSPECTION STAFF PRIOR TO FINAL BUILDING OCCUPANCY)
7. DOOR #1 AND #2, PROVIDE MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS TO BE VISIBLE TO PERSON ALONG APPROACHING PEDESTRIAN WAYS PER CBC 11B-216.6. REFER TO 6/A5.1.
8. MAIN EXIT DOOR SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR
STATING, "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."
ABILITY TO GRASP HARDWARE.
9. PROVIDE FIRE EXIT HARDWARE.
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
3'x12' Coffee Tasting TableSHELF48"*18"H/WFREEZERFETCOBREWWafflePaniniPick Up48" CAKE S/C60" CAKE S/CREF.ConvectionOvenIce MakerToasterJuiceSHELF
60"*18"SERVICETABLESHELF48"*18"
SHELF
48"*18"
SHELF
48"*18"PREP TABLEPREP TABLE4321756881011121212991314151618181920211724222325302627282931323336353437373940384'-6"4'-6"SERVICE AREABATHROOMMEN'SBATHROOMWOMEN'SSTORAGE2456SEATING AREA1KITCHEN34'-8"4'-1"3'-7"3'-0"2'-6"1DISPLAY / GIFT SHELVESOUTDOOR SEATING73'-2"(E) COLUMN4'-0"3'-2"3'-2"
PLANTERPLANTER
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345EQUIPMENT PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAM
ALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoA2.2SCALE : 1/4" = 1'-0"EQUIPMENT PLAN1WATER HEATER (ELECT)3220EMPLOYEE LOCKER2927283031-SALSBURY2324222125431314129687DESCRIPTIONCOUNTERTOP21ITALIA 1 DP1200--NOTES47.5"X31"X45.25"-(W. X. D. X. H.)SIZE (IN INCHESEQUIPMENT SCHEDULECUSTOM-DISPLAY CASEOSCARTEK5DRY STORAGE SHELVING101126"X29 1/4"X21 3/8"HAND SINK (DROP-IN)D1-1-10ADVANCE19" x 13"2615W/ 6" LEGSBRADFORD-17193334181516#MANUFR.MODEL NO.MOUNTLBS.HAND SINKADVANCE17.75"X15.25"REGISTER-PREP. SINK (PREP)ICE MACHINEEAGLE414-16-1-18RZ199-24ZURNINDIRECT TO FLOOR SINK, NSF APPROVED32.25"x59.5"x44.5"24"x24"x10"W/ MOP RACK, CHEM. CABINET, NSF APPROVEDINDIRECT TO F.S., NSF APPROVED.MOP SINKSNEEZE GUARD1/2" TEMPERED GLASSMETRO1860NS60" x18" x86 5/8"W/ 6" LEGS & 5 TIER. NSF APPROVED.MICRO. CONVECTION OVENTORNADO 2TURBOCHEFNSF APPROVEDEAGLE3 COMP. SINK314-16-3-18DIRECT TO SEWER LINE, NSF APPROVED90" x 26" x 44.5"PRE-RINSE SPRAY HOSE2210-WBFISHIER8" CENTERGRINDERMAHLKONIGK30 TWINICE-O-MATICICEU300/30522314QUANTITY-1111111111111314.5"X22"X11.8"7-PS-87GCTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comPREPARATION SINK AND DIPPER WELLFLOOR SINK MUST BE INSTALLED TO PROVIDE INDIRECT SEWER CONNECTION AT ICE MACHINE, FOOD 11.10.INSTALL PERMANANT SOAP AND TOWEL DISPENSER AT HAND WASH SINK LOCATION.THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.IF GREASE TRAP IS REQUIRED BY THE BUILDING DEPARTMENT, IT MUST BE MOUNTED IN THE FLOOR SO THAT9.8.INSTALL MECHANICALLY VENTILATED EXHAUST FAN IN TOILET ROOMS.LIGHT FIXTURES LOCATED OVER UNCOVERED FOOD OR UTENSILS MUST BE SHATTERPROOF AND CLEANABLE.7.AND ALL CRACKS AND CREVICES SEALED WITH A CAULKING-TYPE SEALANT.6.ALL COUNTERS AND SHELVING IS TO BE OF CABINET QUALITY CONSTRUCTION WITH ALL SURFACES SMOOTH HEIGHT OF 48" ABOVE THE FLOOR.FIBERGLASS REINFORCED PANELING ON THE WALLS BEHIND ALL SINKS. INSTALL PANELING TO A MINIMUM 5.LIGHT IN COLOR ( LIGHT REFLECTANCE VALUE OF 70% OR GREATER) 4.ALL WALLS AND CEILINGS IN THE FOOD SERVICE AREAS MUST BE SMOOTH FINISHED, WITHOUT TEXTURE, ANDMATERIAL MUST CONTINUE UP THE WALL AT LEAST 4". TOP SET COVED BASE MATERIAL IS NOT ACCEPTABLE.THE FLOOR SURFACE IN THE FOOD SERVICE/STORAGE AREA AND THE SERVICE AREA (EMPLOYEE SIDE)3.MUST BE COVED AT THE FLOOR/WALL JUNCTURE WITH A MIN. 3/8" RADIUS COVED BASE. THE FLOOR INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.1.ALL EXISTING EQUIPMENT SHALL BE EVALUATED AND APPROVED ON A CASE-BY CASE BASIS.2.PIPING AND CONDUITS OF ALL TYPES MUST BE CONCEALED WITHIN WALLS, FLOORS AND CEILINGSHEIGHT OF 48" ABOVE THE FLOOR OVER MOISTURE RESISTANT UNDERLAYMENT. CBC 807.1.2. RESTROOM "WET WALLS" ARE TO BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT MATERIAL TO A MIN.5" UP SURROUNDING WALLS TO PROVIDE A CONTINUOUS, INTERGRAL BASE. CBC 807.1.1. FLOOR AT RESTROOM SHALL BE FINISHED WITH SMOOTH, HARD, NON-ABSORBENT MATERIALS WHICH EXTEND12.13.THE FRONT AND BACK COUNTERS MUS BE PLASTIC LAMINATED INSIDE AND OUT AND WILL HAVE14.INTEGRALLY COVED BASES.15.INSTALL FULL HEIGHT FRP ON THE WALLS ADJACENT TO ALL SINKS.16.NEW MOP SINK TO BE FLOOR MOUNTED AND MUST BE PROVIDED WITH HOT AND COLD RUNNING WATER THROUGH A MIXING FAUCET EQUIPED WITH AN INTEGRAL VACUUM BREAKER. CONTRACTOR TO PROVIDE A MOP HANGER POSITIONED SO THAT MOPS DRIP INTO THE JANITORIAL SINK.17.CONTRACTOR TO INSTALL STAINLESS COVERING, OR SIMILAR DURABLE MATERIAL, BEHIND ALL COOKING EQUIP.18.SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING WILL BE PROVIDED (MINIMUM 20 FOOT-CANDLES MEASURED 30" ABOVE THE FLOOR WILL BE PROVIDED FOR GENERAL CLEAN-UP PURPOSES AND 50 FOOT-CANDLES AT SURFACES WHERE FOOD EMPLOYEES WILL WORK WILL FOOD OR WITH UTENSILS OR EQUIPMENT USED FORCUTTING OR GRINDING.)19.THE STORAGE AREAS FOR THE NON-FOOD ITEMS SUCH AS: CLEANERS, TOWELS, APRONS, EMPLOYEELOCKERS SOILED LINEN, MOP, BROOM, AND MOP BUCKETS, PROVIDED BY CABINETS ABOVE MOP SINK.HEALTH REQUIREMENT NOTES20.PROVIDE APPROVED METAL SPLASHGUARD AT ALL HAND SINKS AND DROP-IN COUNTER RINSE SINKS.21.PROVIDE QUARRY TILE FLOOR AND COVED BASE IN THE EMPLOYEE LOCKER AND WATER HEATER ROOMS22.PROVIDE INDIRECT SANITARY SEWER CONNECTION AT THE ESPRESSO MACHINE AND DIPPER WELL.23.INSTALL THE FLOOR SINKS 3/4 UNDER THE CABINETS AND THE ICE MACHINE AND FREESTANDING SINKS24.THE GREASE RETENSION DEVICE MUST BE MOUNTED IN THE FLOOR SO THAT THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.RINSERRINSER WITH SIDE SPRAYESPRESSO PARTS16 7/8"X6 3/8"X2"COUNTERTOP OVEN; NSF APPROVEDREFRIGERATORAVANTCOSS SERIES54"x32.25"x82.5"1-15757-5914132--23TYPE-FLOOR286---FLOORFLOORWALLWALLWALLFLOORWALLWALL* PROVIDE ANCHORAGE FOR ALL EQUIPMENTS WEIGHING MORE THAN 200lbs./100lbs. WHICH ARE ATTACHED TO FLOOR/WALL (CEILING )1825PERMIT SET 05/06/191.AISLES SERVING AS A PORTION OF THE EXIT ACCESS IN THE MEANS OF EGRESS SYSTEM SHALL BE IN GENERAL NOTESACCORDANCE WITH CBC 1017.2.REMOVE 12" OF EXISTING CONCRETE SLAB TO INSTALL NEW PLUMBING WASTE LINE PER PLUMBINGDRAWINGS.3.ALL EQUIPMENT AND COUNTERS/CABINETS SHALL BE INSTALLED ON 6" HIGH ROUND METAL LEGS,COMMERCIAL CASTORS, OR COMPLETELY SEALED IN PLACE ON A 4" HIGH CURB OR PEDESTAL WITHINTEGRAL COVE BASE WITH 3/8" RADIUS CONTINUOUS WITH THE FLOOR.BIG MUG
TENANT IMPROVEMENTS FOR:
1725 S. BASCOM AVENUE, STE. 1100
CAMPBELL, CALIFORNIA 95008 W/ TOWEL AND SOAP DISPENSERw/ TOWEL&SOAP DISPENSER; SIDE SPLASH GUARDWALL SHELV. (2 TIER)INTERMETRO18" D., 2 TIERDBL. SHELF POST TYPE.28WALLFREEZERAVANTCOSS SERIES1DRY STORAGE SHELVINGMETRO1848NS48" x18" x86 5/8"W/ 6" LEGS & 5 TIER. NSF APPROVED.423WALLWALL-30.5"X30"X39"FLOOR448448FLOOR35364.PROVIDE AT LEAST 5 % OF THE EMPLOYEE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1 AND CBC 11B-811. REFER TO 15/A5.15.PROVIDE ANCHORAGE FOR THE STORAGE SHELVES PER MANUFACTURER'S RECOMMENDED FOOT PLATES WITH 3 @ 1/2" ANCHOR BOLT.6.ALL FINISHES SHALL COMPLY WITH CHAPTER 8, AND CFC CHAPTER 8. 7.THE MOVABLE COOKING EQUIPMENT SHALL BE PROVIDED WITH A MEANS TO ENSURE THAT IT IS CORRECTLY POSITIONED IN RELATION TO THEAPPLIANCE DISCHARGE NOZZLE DURING COOKING OPERATIONS, I ACCORDANCE WITH NFPA 17A, SECTION 5.6.4.DISPLAY CASE1FLOOR13.25"X15"X17"TOASTERAT EXPRESSAPW WYOTT135FLOOROSCARTEKITALIA 1 DP150035259.5"X31"X45.25"STEAMERMODBAR16"X14"X8.6"NSF APPROVED2STEAM SYSTEM40-ESPRESSOMODBAR16"X15"X8.6"NSF APPROVED2ESPRESSO SYSTEM 40-NSF APPROVEDGRINDERMAHLKONIGPEAK114.5"X22"X11.8"57-COFFEE HAND DRIPMODBAR16"X14"X5.5"NSF APPROVED3POUR-OVER SYSTEM40-WATER BOILERWITH ECOSMART UC45MARCO119.4"X16.5"X26.2"24-UBER FONT 2COFFEE BREWERFETCO137"X27"X22"96-CBS-2150-2GXTSUNDERCOUNTER REF.AVANTCOSSUC74.25"X32.25"X38.5"1FLOOR298118"X8.5"X10.7"20FLOORMIXERTHE QUIET ONEVITAMIX1FLOOR-17"X9"X19.5"13.2FLOORJUICER932/96700HAMILTON BEACH1FLOOR-119.7"X24.4"X39"104.7FLOORJUICERJE-ES-0045OMCAN1FLOORPANINI GRILLSWARINGWFG250641FLOOR9.5"X16"X17.5"WAFFLE MAKERSEAGLET3048SB-1FLOOR30"X48"WORK TABLECARNIVAL KINGBELGIAN WAFFLE1FLOOR19.75"X17.25"X11.75"SANDWICH PREP.AVANTCOSSPT46.75"X35"X45 7/8"1FLOOR37454"x32.25"x82.5"EAGLET3060SBFLOOR30"X60"WORK TABLE1EAGLET3060SBFLOOR30"X60"WORK TABLE1AUTO-CHLORU34 SPACESAVERFLOOR29"X28.25"X34"U/C DISHWASHER137383940
3'x8' Coffee Tasting Table3'x8' Coffee Tasting TableH/W
A
A
A
A
C
C
B
EXISTING OPEN CEILING
APP' DARK GRAY PAINT FIN.
(BENJAMIN MOOR: 2134-30 IRON MOUNTAIN)
GYP. BOARD/ APP' WHITE PAINT FIN.
(BENJAMIN MOOR: OC-118 SNOWFALL WHITE) C.H: 12'-0"
C.H: 9'-0"
C.H: 9'-0"
C.H: 12'-0"
APP' ACOUSTICAL CEILING TILE FIN.
(USG: SHEETROCK LAY-IN CEILING PANEL CLIMA PLUS, VINYL-3270)C.H:10'-0"
Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
REFLECTED CEILING PLAN
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825
Sheet No
A2.3SCALE : 1/4" = 1'-0"
REFLECTED CEILING PLAN1
JOB SITE AT END OF JOB.
- TRACK SPECIFICATIONS AS FOLLOWS U.N.O : LIGHTOLIER RADIUS TRACK 9100 BK SERIES WITH 9148
- ALL FIXTURES TO BE CENTERED IN 2x2 or 2x4 CEILING TILE (U.N.O)
- ALL FIXTURES TO BE PROVIDED BY RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR.
- G.C. TO VERIFY LEAD TIME ON THE ACOUSTICAL CEILING TILES & CEILING GRID.
- ALL LIGHT FIXTURES LABELED WITH UL. TO BE WIRED TO NIGHT LIGHT CIRCUIT. SEE ELEC. DWG's.
- ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT AT
LENGTH OF TRACK AS INDICATED BY (X') ON PLAN.
STARTER AND 9149 JOINER
ONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK
GENERAL NOTES
7. ALL SURFACES IN KITCHEN, SERVICE, AT BEVERAGE COUNTER AND RESTROOMS SHALL MEET 70 %
6. COUNTER / TABLE TOPS : ALL PRODUCT TO BE SLAB W/ SURFACE ROUND EDGE DETAIL
2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK.
1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, SERVICE, PREP. (STAINLESS)
ALL WALL, FLOOR & CEILING TILE USED.
LIGHT REFLECTIVE VALE (LRV) OR GREATER.
SEE SPEC. ABOVE & SHEETS A6 FOR USE.
AND CONSISTANT / SMALL PARTICULATE AND POLISHED FINISH.
5. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF
4. FLOOR TILE TO BE OBTAINED THROUGH OWNER'S CONTACT.
FINISH NOTES TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
F1
FINISH KEY NOTES
T3
ASHEN GRAY, #0T03, DALTILEQUARRY TILE (SMOOTH FINISH)
SIZE : 6" x 6"
CT1
REFER TO INTERIOR PACKAGETILE
ACT1 USG AURATONE TOUCHSTONE 2'x2' - SQ. EDGE,
#5893, USG-DONN DX SYSTEM COLOR:WHITE
CEILING TILE
FRP1 KEMLITE : GLASBORD-P CLASS CFIRE RATED .09", #85 WHITE
FIBERGLASS REINFORCED PANELS
SS1 STAINLESS STEEL W/ SATIN FINISH, 24 GA. MIN.
MEN'S BATHROOM
ROOM FINISH SCHEDULE
4 QUARRY TILEFLOOR
GALV. METALNAME
3
5
2
6
SERVICE AREA 1X6 WOODWALLS
FRP PANELSBASE
GALV. METALQUARRY COVE TILEa THE WALK-IN COOLER AND FREEZER'S METAL FLOORS
ARE SMOOTH. DIAMOND PLATE FLOOR IS NOT APPROVED
b PAINT TYPE WILL BE SEMIGLOSS
c WASHABLE, SMOOTH FINISH, WHITE COLOR AND SEMIGLOSS PAINT
IN THE COOLER AND FREEZER.
d INTEGRAL COVE BASE: 6" Ht., 3/8" RADIUSPAINTED GYP. BD.T-BAR CEILINGSTAINLESS STEEL BASEGALV. METALe SMOOTH FINISH & COVERED W/ EPOXY PAINT.
1 SEATING AREA
STORAGE d
d
d
c
cF1T3T3SS1FRP1 14'-0" +/-PAINTED GYP. BD.CERAMIC TILECT110'-0"
MARK CEILING CEILINGHEIGHT
d
c
c
c
cSEALED CONCRETEPORCELANE TILET2EXISTING TO REMAINEXISTING TO REMAINEXISTING CEILING/PAINT FIN.cACT1 SUSPENDED GYP. BD12'-0" +/-
10'-0"
9'-0"
9'-0"PORCELANE TILETILE
KEY NOTES
A (N) GYP. BD. CEILING
B
EXPOSED CEILINGCW/ DARK GREY COLOR PAINT
(N) T-BAR CEILING
KITCHEN
WOMEN'S BATHROOM
bd
REFER TO INTERIOR PACKAGE
c
c WOOD PANELPERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345PHOTOSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAM
ALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.com1825PERMIT SET 05/06/19BIG MUG
TENANT IMPROVEMENTS FOR:
1725 S. BASCOM AVENUE, STE. 1100
CAMPBELL, CALIFORNIA 95008
WHITE WITH GREY GRAPHIC BACK PAINTEDGLASS PANEL REFER OVER 3/4" PLYWOOD
2x FURRING PROVIDE STRUCTURAL
SUPPORT AS REQUIRED
1/2" CHANEL PAINT TO MATCH W/
ADJ. MATERIAL COLOR
5/8" RADIUS COVE BASE
PER SCHEDULE
MARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"
1x BLOCKING@ 24" O.C.
1X FRAMING
3 5/8" MTL. STD. @ 16" O.C. MIN.
COVE BASE PER SCHEDULE2'-10"3'-0"1"112"P.O.S. STATION VERIFY SIZE & LOCATIONSPROVIDE HOLES IN GRANITE FOR
WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES
2x FURRING PROVIDE STRUCTURAL
SUPPORT AS REQUIRED
COVE BASE PER SCHEDULE
1/2" CHANEL PAINT TO MATCH W/
WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"ADJ. MATERIAL COLOR
GLASS PANEL OVER 3/4" PLYWOOD
1/2" TEMP. GLAZING SNEEZE GUARD
60"± AFF
9"2'-10"3/4" PLYWOOD
FLOOR SINK
5/8" PLYWD. BOT.
COVERED W/ WHITE LAM.
& 3/4" ALUM. ANGLE
W/ #4 SCREWS
5/8" TH. DOORW/ 3 HINGES PER DOOR
COUNTER TOPMATCH W/ FRONT COUNTER
1"1'-0"
2 1/2" MIN.
3/4" PLYWOOD
5/8" PLYWOOD
THIS CABINETNO BOTTOM IN
3/4" PLYWOOD
5/8" PLYWD. BOT.COVERED W/ WHITE LAM.
& 3/4" ALUM. ANGLEW/ #4 SCREWS
5/8" TH. DOORW/ 3 HINGES PER DOOR
COUNTER TOP
MATCH W/ FRONT COUNTER
3'-0"3'-0"4"6"2 1/2" MIN.
BACKFLASH
WALL
3/4" PLYWOOD
5/8" PLYWOOD
WALL
COVED BASE-6" MIN.
3/4 UNDER THE CABINETS
FLOOR SINK W/ HALF GRATE
AIR GAP BETWEEN CONDENSATE LINE AND FLOOR SINK
ALL ELECTRICAL, WATER, CONDENSATE LINESAND OTHER CONDUITS SHALL BE CONCEALEDWITHIN CHASE
2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIRED
COVE BASE PER SCHEDULE
1/2" CHANEL PAINT TO MATCH W/
5/8" RADIUS COVE BASE
PER SCHEDULE
MARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"
1X FRAMING
3 5/8" MTL. STD.@ 16"O/C MIN.
WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES
ADJ. MATERIAL COLOR
GLASS PANEL OVER 3/4" PLYWOOD
1/2" TEMP. GLAZING SNEEZE GUARD
60"± AFF
1X BLOCKING
@24" O/C9"2'-10"Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
CABINET SECTIONS
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806
Sheet No
A5.0
SCALE : 1" = 1'-0"
COUNTER SECTION @ CASH RESISTER17
SCALE : 1" = 1'-0"
ESPRESSO MACHINE7
SCALE : 1" = 1'-0"
COUNTER SECTION @ FLOOR SINK1
SCALE : 1" = 1'-0"
COUNTER SECTION @ GLASS WALL19
SCALE : 1" = 1'-0"
SANDWICH PREP. 3
TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
SCALE : N.T.S
REACH RANGE @ EMPLOYEE LOCKER5
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
9'-0"8'-0"2'-0"18'-0" MIN.3'-0"O.C.ACCESSIBLE SIGN
6"Hx3'-0"L WHEEL STOP,TYP.
4"W. BLUE PAINTED STRIPING
12" HIGH MINIMUM LETTERS"NO PARKING"
SEE ACCESSIBILITY LOGO, TYP.27"42"34"34"48" MIN. CLEAR 27"48" MIN. CLR.
36" MIN. CLR.36" MIN. CLR.
NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURBREQUIREMENTS.
VARIES (30' MAX.)
VARIES (30' MAX.)
WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH
AS REQ'D 30" MAX. RISE (TYP.)
72" MIN.60" MIN.
60" MIN.
60" MIN.
STRAIGHT RAMP RUN
RAMP SECTION
RAMP W/ INTERMEDIATE SWITCH-BACK PLATFORM RAMP W/ TURNING PLATFORM DETAIL
SIDEWALKSIDEWALK30" MAX. RISE (TYP.)
AS REQ'D
72" MIN.VARIES (30" MA
X.)
60" MIN.
60" MIN.
WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH
72" MIN.
60" MIN.
WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH60" MIN.
60"MIN.72" MIN.
72" MIN.60" MIN.LANDING
INTERMEDIATETURNING POSITION
INTERMEDIATELANDING
30" MAX. RISE (TYP.)AS REQ'D
VARIES (30' MAX.)30" MIN.GUARD RAIL & CURB
ADJACENT HAZARD
HANDRAIL AT RAMPS
HOR. RAILING REQ'D. WHERE INTERMEDIATE RAILS W/ A MAX. OF 4" CLR. SPACEBETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYP.
2" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS
POLE
CURB, TYP.
STREET, TYP.AT 1:2 SLOPE1/2" MAX.OUTSIDE FINISH
FINISH FLOOR 10" BOTTOM RAIL1/4" MAX.30" (N.T.S.)80" (N.T.S.)1'-111732"17" MIN.38"2732"14 1/2"1"1"CAP END OF POST WATER TIGHT
16 GA. GALV. STEEL SIGN PER CCRTITLE 24 SECTION 7102 (F) ATTACH TOPOST W/ (3) #14 ROUND HEADSTAINLESS STEEL SELF TAPPINGSCREWS
TS 1-1/2"x1-1/2"x1/4" GALV. STEELSET IN 9" O x2'-6" DEEP 3,000 P.S.I.CONCRETE FOOTING
1/2" R
7/8" R 212"314"40" MAX. TOREFLECTIVE SURF.34" MAX.29" MIN.27" MIN.9" MIN.6" MAX.8" MIN.
17" MIN.40" MAX.40" MAX.33"-36"42" MIN.12" MAX.17"-19"MAX.24" MIN.
7"-9"19" MIN.15"15"17"24" MIN.12" MIN.
17"-18"6"27"33"48"TOP OF WAINSCOT, U.O.N.SURFACE MOUNTED MIRROR
NOTE:PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICALACCESSIBILITY NOTES SHEET.
WHEELCHAIR REACH ELEVATION
PAPER TOWEL DISPENSER &RECEPTACLE 1-1/2" O GRAB BARS, 250#CAPACITY, 1 1/2" GAP BETWEEN
WATER CLOSET
FEMININE NAPKIN DISPOSAL
SEAT COVER DISPENSER
TOILET PAPER DISPENSER W/OSTOPS
FIXTURES & ACCESSORIES
URINAL WC
FLUSH LEVER ON OPPOSITE SIDE OFHANDRAIL
AREAS TO BE KEPT CLEAR OFPLUMBING LINE
6" COVE BASE (U.O.N.)
SEE PLAN
12"24" MIN.
54" MIN.17"-18"60" MIN.SEE PLAN18"17" MIN.18"32" MIN. CLR.19" MAX.
48" MIN. FOR FRONT ENTRY DOOR
DOOR MOUNTED SIGN
1/2" MAX. THRESHOLD
18" CLR., 24" PREFERRED
WALL MOUNTED ACCESSIBLE SIGN,
SIGN SHALL BE MOUNTED SUCH
THAT BRAILLE CHARACTERS ARE
LOCATED 48" MIN. A.F.F. RAISED
CHARACTERS SHALL BE LOCATED
60" MAX A.F.F.
30"x48" MIN. CLEAR AREA
42" MIN. GRAB
36" MIN. GRAB
60" DIA.BAR
BAR
6" RADIUS
BLUE BACKGROUNDEQ. TO COLOR #15090 IN FED.STD.595B.
2"W WHITE PAINTED STRIPINGTYPICAL
+/-6'-8" ABOVE GRADE
CENTER LINE PARKING STALL
R10"AS REQUIRED+/-9"
PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)
WHITE SYMBOL (REFLECTIVE)
BLUE BACKGROUND
WHITE LETTERS
MIN. WALL OR POLE-MOUNTED
SEE SITE ACCESS SIGNFOR POST MTD. INFO.NOTE:GRADE ONLY IF SIGN OBSTRUCTSPEDESTRIAN LINE OF TRAVEL
9"9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)
WHITE SYMBOL (REFLECTIVE)
BLUE BACKGROUNDEQ. TO COLOR #15090 IN FEDERALSTANDARD 595B
80" MIN. IF ADJACENT TO
SEE SITE ACCESS SIGN DETAIL FORPOST MTD. INFO..PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTINGLOCATE ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDINGOBJECTS OR STANDING WITHIN THE SWING OF A DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALLSPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THERIGHT).
(2013 CBC SECT. 1011.3) TACTILE EXIT SIGNAGEEACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORD, "EXIT"1.
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"
2.
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIROR RAMP, OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS, "EXIT ROUTE"EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT ISREQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BYA TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".
LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS ANDARE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AMINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. LETTERS ON SIGNS HAVE AWIDTH TO HEIGHT RATIO BETWEEN 3:5 (60 %) AND 1:1 (100 %) AND A STROKE WIDTHTO HEIGHT RATIO BETWEN 1:5 (20 %) AND 1:10 (10 %)
CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS CONTRAST WITH THEIR BACKGROUNDS (LIGHT CHARACTERS ON A DARK BACKGROUND, ORDARK CHARACTERS ON A LIGHT BACKGROUND).
3.
4.
5.
DOOR TYPE:
MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHERATTACHED PANEL OR BOTTOM RAIL.
HARDWARE:
OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRINGGRASPING).
MOUNTED 34" TO 44" ABOVE THE FINISHED FLOORMAXIMUM 5LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5LBS. FORINTERIOR.
34" TO 44"LEVER OR USHAPED
HANDLE
10" MIN.
BOTTOM RAILOR PROVIDEKICK PLATE
RUBBER
BUMPER ONWHEELCHAIR
1.
2.
3.
4.5.
9"8"EACH PARKING SPACE RESERVED FOR THE HANDICAPPED SHALL BE IDENTIFIED BY A PERMANENTLYAFFIXED REFLECTORIZED SIGN OF PORCELAIN ON STEEL, BEADED TEXTURE OR EQUAL1.
SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (A WHITE FIGURE ON A BLUEBACKGROUND)2.
THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN THE FEDERAL STANDARD 595B3.
THE SIGN SHALL BE CENTERED AT THE INTERIOR END OF EACH PARKING SPACE AT A MIN. HEIGHT OF 'X'ABOVE FINISH GRADE OF THE PARKING SPACE4.
EACH SPACE SHALL HAVE, IN ADDITION, A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY IN BLUE PAINT AT LEAST 3'-0" SQUARE1.
A SIGN (NOT LESS THAN 17"X22" IN SIZE, WITH LETTERS NOT LESS THAN 1" IN HEIGHT, WITH A WIDTH TOHEIGHT RATION BETWEEN 3:5 AND 1:1) SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE AT EACH2.
ENTRANCE TO THE OFF STREET PARKING FACILITY WHICH STATES THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT OR BY TELEPHONING ."
CENTERLINE OF SIGN
'X'X = 80" POST MOUNTED
X = 36" WALL MOUNTED 60" MAX. TO THE BASELINE OF THE HIGHEST LINE OF RAISED LETTERS 48" MIN. TO THE BASELINE OF THE BRAILLE CELLS9"
48" MIN.48" MIN.48"
3/4"
1/4"1/4"48"LESS THAN60"48"
RETAINING CURB IF NECESSARY
AT BACK OF SIDEWALK
SEE GROOVING
2 %MAX.10 %MAX.8.33 %MAX.FRONT EDGE OF
SIDEWALK
PLAN
THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE
REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING
DESIGN AND CONSTRUCTION.
A OR B
A OR B
GROOVED WARNING BORDER
+/-3/4" ON FLAT AREAS, 1-1/2" ON
SLOPING AREAS
NOTE:
TOP OF RAMP
8.33 %MAX.
2 %MAX.
TOP OF RAMP
2 %MAX.8.33 %MAX.
RETAINING CURB IFNECESSARYSECTION A-A SECTION B-B SECTION C-C
2 %MAX.
RETAINING CURB IF
NECESSARY
RETAINING CURB IF NECESSARY
AT BACK OF SIDEWALK
8.33 %MAX.2 %MAX.C
C
SEE GROOVING
54" MIN.
ADJACENT WALL
*WHERE THERE IS NO WALL SPACE TO
THE LATCH SIDE OF THE DOOR, PLACESIGN ON NEAREST ADJACENT WALL
(NOT TO SCALE)
MOUNT WALL SIGN ON
WALL ADJACENT TO
LATCH SIDE OF DOOR*
1/2" R. (TYP.)
ALL GENDER SYMBOL
MENS' SYMBOL
DOORTYP. ALL SIDESWOMENS' SYMBOL
1/4" THK. TRIANGLE
SUPERIMPOSED ONTO
CIRCLE, BLUE #15090
58" MIN. TO 60" MAX.CL
CL
EQEQ
DOOR SIGN::
SIZE: 12" EQUALATERAL TRIANGLE
PLASTIC LAMINATE
FINISH: NON-GLARE
COLOR FORMAT: WHITE FIGURE ON BLUE
FEDERAL STANDARD 599b.
MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPE
THICKNESS: 1/4" MATERIAL: MELAMINE
MATERIAL: MELAMINE
BACKGROUND: THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN
WALL SIGN
SHAPE: SQUARE
MATERIAL: COLORED ACRYLIC PLASTIC
COLOR FORMAT: WHITE FIGURE ON BLUE SHALL BE EQUAL TO
MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPE
FINISH: NON-GLARE
BACKGROUND: THE BLUE COLOR NO. 15090 IN FEDERAL STANDARD 599b. 12"1/2" R. (TYP.)
12" DIA. X 1/4" THK.
CIRCLE, BLUE #15090
1/2" R. (TYP.)
SEATS SHALL BE OF THE OPEN FRONT TYPE
PARKING SIGNAGE HT. SHALL BE60" ABOVE THE GROUND. WITHINTHE ACCESSIBLE ROUTE, THEMIN. 80" STANDARD FOR POSTMOUNTED SIGNAGE
ACCESSIBLE ROUTE,OTHERWISE 60"
4" BLUE OR WHITE HATCHED/DIAGONALLINES @ 3'-0" MAX.
1/32" RAISED COPYMEN
RAISED IMAGE/ BRAILLE PANEL
1/32" RAISED GRAPHICS
WOMEN'S SIGN SIM. ("WOMEN")
RAISED GRADE 2 BRAILLE
1/2" R., TYP.
FOAM TAPE
1/4" ACRYLIC BACKPLATE
MIN6"MIN5/8"5'-0" MIN. AT TYPICAL ACCESSIBLE
PARKING & 8'-0" MIN. AT VANACCESSIBLE PARKING
ON BUILDING WALL
9'-0"
* SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2 %SLOPE IN ANY DIRECTION
Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
ACCESSIBILITY DETAILS
REVISIONS
1825
Sheet No
A5.1
N.T.S.
VAN ACCESSIBLE PARKING SIGN3
N.T.S.
ACCESSIBLE SIGN6N.T.S.
ACCESSIBLE PARKING STALL7N.T.S.
ACCESSIBLE PARKING SIGN8
N.T.S.
SIGNAGE & PICTOGRAMS12N.T.S.
ACCESSIBILITY LOGO13 N.T.S.
ACCESSIBLE SIGNAGE11
N.T.S
CURB DETAIL2N.T.S.
TYP. BATHROOM ELEVATIONS4N.T.S.
DOOR THRESHOLD5
N.T.S.
TYP. ACCESSIBLE RAMP20 N.T.S.
ACCESSIBLE PARKING SIGN18 N.T.S.
TACTILE EXIT SIGN16
N.T.S.
DOOR KICK PLATE14 OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONTEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
N.T.S.
ACCESSIBLE BATHROOM, TYP.10
N.T.S.
EMPLOYEE LOCKERS15
ACCESSIBLE BATHROOM SIGNAGE:
* PROVIDE ISA SIGN AT ACCESSIBLE LOCKER
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
WITH FLAT WASHER1/3 Ht.WATER HEATER Ht.1/3 Ht.1/3 Ht.ELEVATION
SHEET METAL DRAIN PAN
2" DEEP GALVANIZED
WITH 1" DRAIN LINE
TO MOP BASIN BELOW
#12 TEX SCREW
MTL. STUD
DRY WALL
6" Ht. COVED CURB6"AS REQUIRED BY UPC CHAPTER 5
SHALL BE MAINTAINED ABOVE THECONTROLS WITH THE STRAPPING.
DIMENSIONS. AT THE LOWER POINTA MIN. DISTANCE OF FOUR INCHES
WATER HEATER STRAPPING SHALLBE AT POINTS WITHIN THE UPPERONE-THIRD (1/3) AND LOWER ONE-
PER UPC SEC. 510.5.
THIRD (1/3) OF ITS VERTICAL
SECTION 304.4.AND MECHANICAL CODE
PLAN VIEW
3/4", 24 GA. MTL.STRAP LOOP 2 TIES
W/ (4) #12 TEX. SCREW
4" MIN.- 6" MAX.
3/4", 24 GA. MTL.STRAP LOOP 2 TIES
W/ (4) #12 TEX. SCREW
#12 TEX SCREW
W/ FLAT WASHER
EXTEND DRYWALL FULL HEIGHT
ONE SIDE ONLY WHERE DRAFT STOPOCCURS.
SUSP. ACOUST. CLG. SYSTEM "DONN" DX
OR EQ. (LA.R.R. # 22179) TYP. U.N.O.
METAL STUD W/ 5/8" DRYWALL
@ BOTH SIDES (TAPED & SAND W/ SMOOTH
FIN. U.N.O.) TYP.
PROVIDE ADDITIONAL FLANGE BRACING@ SPACING INDICATED IN SPAN TABLE
WHERE DRYWALL IS NOT APPLIED.
CONT. TRACK (SAME GAUGE AS STUD) W/
"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINS
AT 2'-8" O.C. W/ MIN. 1 7/8" EMBEDMENT
(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.
SUSP. CLG. AT PARTITION (OPTION)
BASE TRACK AT SLAB
TOP TRACK
MET. STUD BRACING
@ 48" O.C. ALTERNATE DIRECT.
MET STUD @ 16" O.C.
W/ 5/8" DRYWALL BOTH SIDES (TAPED
& SAND W/ SMOOTH FIN. U.N.O.) TYP.
3-# 10 SCREWS AT
EA. CONNECT.
45°CONT. TRACK CHANNEL
W/ (2) NO. 10 X 3/4" S.M.S.
EA. STUD TYP.
ROOF STRUCT.
"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINS
2 EA PER. BRACING W/ MIN. 1 7/8" EMBEDMENT
(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.6" MIN.4" MAX.FULL HEIGHT JAMB STUDS.MEMBER SIZES AS REQ'D PERDESIGN.
6" LONG SECTION OF STUDATTACHED TO JAMBW/ (4)#10-16 SCREWS.
18ga. MIN.TRACK HEADER
CONNECTION.
CAP OPENING SIDE OF JAMBW/ TRACK ATTACHEDW/ (1)#10-16 SCREW@ 16" O.C. IN EACH LEG.
(2) UNPUNCHED STUDS.MEMBER SIZESAS REQ'D PER DESIGN.
CRIPPLE STUDS
(1)#10-16 SCREWTYP. EACHFLANGE
(2)#10-16SCREWS @ 16"O.C.
CLIP ANGLE SIZE AS REQ'D PER DESIGN.EQ.
1/2"
1"1"
1/2"
GYP. BD.
1'-0" MAX.
REFER TO STRUCT. DWG.FOR FRAMING & CONNECTION
MTL. STUD
PARTITION AS SCHEDULED
5/8" GYP BD
5/8"GYP BD
DOOR AND FRAME
AS SCHEDULED
SHEATHINGINNERTRACK
REQUIREDTHIS STUD
SHEATHING
IF INNER
IS INSTALLED1 ROW
#12 SMS @ 16"oc
TRACK PIN, TYP
TRACK
OUTER SHEATHING
AT CORNER
SHEATHING
TYP
FASTENERS
AT INTERSECTION
TYP
#12 SMS
@ 16"oc
TYP OF 4 ROWS
METAL
SHEATHINGTYP
STUD
EQ.
Date
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
DETAILS
REVISIONS OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFMR ENGINEERS AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806
Sheet No
A5.2
N.T.S.
WALL SECTION, TYP.1
N.T.S.
SUSPENDED CEILING DETAIL15
N.T.S.
SUSPENSION CEILING SYSTEM DIAGRAM5
N.T.S.
SUSPENDED CEILING DETAIL12
USE BERC2 CLIP TO REDUCE CLOSURE
1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.
2. HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED.THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.
STRIP TO 7/8" THICK
SUSPENDED CEILING NOTES
3. THE WIDTH OF THE PERIMETER SUPPORTING ANGLE SHALL BE LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE
CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL SHALL HAVE A 0.75in. CLEARANCE FROM THEWALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.
4. CEILING AREAS EXCEEDING 1,000 SF SHALL HAVE HORIZONTAL RESTRAINT OF THE CEILING TO STRUCTURAL SYSTEM.
5. CEILING AREAS EXCEEDING 2,500 SF SHALL HAVE A SEISMIC SEPARATION OR A FULL-HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS
NOT EXCEEDING 2,500 SF UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSER ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE
ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH NOTE #3 AND HORIZONTALRESTRAINTS OR BRACING.
6. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW
FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH IN ALLHORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.
7. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN CEILING ELEVATION.
8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING.
N.T.S.
WATER HEATER STRAP DETAIL13
TEL: (408) 316-6782
P.O.BOX 9375SAN JOSE, CA 95157
Email: laliloo76@gmail.com
N.T.S.3 METAL STUD CORNER CONNECTION
N.T.S.8 METAL STUD DETAIL
N.T.S.7 DOOR HEAD-INTERIOR
PERMIT SET 05/06/19 BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008