|
H/CTOILET6556OCCUPANCY GROUP
<br />CONSTRUCTION TYPE
<br />LOT AREA
<br />DESCRIPTION OF WORK
<br />SECTIONSECT.
<br />JT.
<br />JAN.
<br />INT.
<br />INSUL.
<br />I.D.
<br />JANITOR
<br />JOINT
<br />INTERIOR
<br />INSULATION
<br />INSIDE DIAMETER
<br />WSCT.
<br />W/O
<br />WD.
<br />W.C.
<br />VEST.
<br />VERT.
<br />U.O.N.
<br />UNF.
<br />TYP.
<br />T.W.
<br />T.V.
<br />T.P.D.
<br />T.P.
<br />THK.
<br />T.&G.
<br />TER.
<br />TEL.
<br />T.C.
<br />T.B.
<br />TRD.
<br />SYM.
<br />SUSP.
<br />STRL.
<br />STOR.
<br />STL.
<br />STD.
<br />STA.
<br />S.SK.
<br />S.ST
<br />SPEC.
<br />S.N.R.
<br />S.N.D.
<br />SIM.
<br />SHT.
<br />SHR.
<br />GYP.
<br />HGT.
<br />HR.
<br />HORIZ.
<br />H.M.
<br />HDWE.
<br />HDWD.
<br />HDR.
<br />H.C.
<br />H.B.
<br />GR.
<br />GND.
<br />GL.
<br />G.B.
<br />GALV.
<br />GA.
<br />FUT.
<br />FURR.
<br />FTG.
<br />FT.
<br />GYPSUM
<br />HORIZONTAL
<br />HOLLOW METAL
<br />HARDWARE
<br />HARDWOOD
<br />HEIGHT
<br />HOUR
<br />HANDRAIL
<br />HOLLOW CORE
<br />HOSE BIB
<br />WT.
<br />WP.
<br />W/
<br />W.
<br />GRAB BAR
<br />GALVANIZED
<br />GRADE
<br />GROUND
<br />GLASS
<br />GAUGE
<br />FOOTING
<br />FOOT OR FEET
<br />FUTURE
<br />FURRING
<br />UR.
<br />FL. FLOOR
<br />FDN.
<br />FLASH.
<br />F.S.
<br />FPRF.
<br />F.O.S.
<br />F.O.F.
<br />F.O.C.
<br />FLOUR.
<br />FIN.
<br />F.H.C.
<br />F.E.C.
<br />F.E.
<br />EXT.
<br />F.D.
<br />F.B.
<br />F.A.
<br />EXP.
<br />EXPO.
<br />EXIST.
<br />E.W.C.
<br />EQPT.
<br />EQ.
<br />FOUNDATION
<br />FIRE HOSE CABINET
<br />FIRE EXTINGUISHER CABINET
<br />FIRE EXTINGUISHER
<br />FACE OF CONCRETE
<br />FLASHING
<br />FULL SIZE
<br />FIREPROOF
<br />FACE OF STUD
<br />FACE OF FINISH
<br />FLUORESCENT
<br />FINISH
<br />ELECTRIC WATER COOLER
<br />EXTERIOR
<br />FLOOR DRAIN
<br />FLAT BAR
<br />FIRE ALARM
<br />EXPANSION
<br />EXPOSED
<br />EXISTING
<br />EQUIPMENT
<br />EQUAL
<br />SQ.
<br />SH.
<br />WATERPROOF
<br />WATER CLOSET
<br />WEIGHT
<br />WAINSCOT
<br />WITHOUT
<br />WOOD
<br />WITH
<br />WEST
<br />UNLESS OTHERWISE NOTED
<br />TOP OF WALL
<br />TOILET PAPER DISPENSER
<br />TOP OF PAVEMENT
<br />VESTIBULE
<br />VERTICAL
<br />URINAL
<br />UNFINISHED
<br />TYPICAL
<br />TELEVISION
<br />THICK
<br />T.I. FLOOR AREA - 1158 TEA & CAKES
<br />SPRINKLER
<br />CODES
<br />CITY
<br />STEEL
<br />TONGUE & GROOVE
<br />TOP OF CURB
<br />SYMMETRICAL
<br />TERRAZZO
<br />TELEPHONE
<br />TOWEL BAR
<br />TREAD
<br />SUSPENDED
<br />STRUCTURAL
<br />STORAGE
<br />SERVICE SINK
<br />STAINLESS STEEL
<br />SPECIFICATION
<br />SANITARY NAPKIN RECEPTACLE
<br />SANITARY NAPKIN DISPENSER
<br />STANDARD
<br />STATION
<br />SQUARE
<br />SIMILAR
<br />SHEET
<br />SHOWER
<br />SHELF
<br />TITLE
<br />N.
<br />S.D.
<br />SCHED.
<br />S.C.D.
<br />S.C.
<br />R.W.L.
<br />RWD.
<br />R.O.
<br />RM.
<br />RESIL.
<br />REQ.
<br />REINF.
<br />RGTR.
<br />REFR.
<br />REF.
<br />R.D.
<br />RAD.
<br />Q.T.
<br />P.T.R.
<br />PTN.
<br />P.T.D./R
<br />P.T.D.
<br />PLYWD.
<br />PLAS.
<br />P.LAM.
<br />PRCST.
<br />OPP.
<br />OPNG.
<br />OFF.
<br />O.D.
<br />O.C.
<br />OBS.
<br />O.A.
<br />N.T.S.
<br />NOM.
<br />NO. or#
<br />N.I.C.
<br />D.S.
<br />EMERG.
<br />E.P.
<br />ENCL.
<br />ELEV.
<br />ELEC.
<br />EL.
<br />E.J.
<br />EA.
<br />E.
<br />DWG.
<br />D.S.P.
<br />DIM.
<br />DWR.
<br />DR.
<br />D.O.
<br />DN.
<br />DISP.
<br />DIA.
<br />DET.
<br />D.F.
<br />DEPT.
<br />DBL.
<br />DOWNSPOUT
<br />ELECTRICAL PANELBOARD
<br />EXPANSION JOINT
<br />ENCLOSURE
<br />EMERGENCY
<br />ELEVATOR
<br />ELECTRICAL
<br />ELEVATION
<br />DRAWING
<br />DRY STANDPIPE
<br />EACH
<br />EAST
<br />S.
<br />DRINKING FOUNTAIN
<br />DIMENSION
<br />DRAWER
<br />DOOR OPENING
<br />DISPENSER
<br />DOOR
<br />DOWN
<br />DIAMETER
<br />DEPARTMENT
<br />DETAIL
<br />DOUBLE
<br />R.
<br />CLKG.
<br />CTR.
<br />CNTR.
<br />CTSK.
<br />CORR.
<br />CONT.
<br />CONST.
<br />CONN.
<br />CONC.
<br />COL.
<br />C.O.
<br />CLR.
<br />CLO.
<br />CLG.
<br />C.G.
<br />C.I.
<br />CER.
<br />CEM.
<br />C.B.
<br />B.U.R.
<br />CAB.
<br />BOT.
<br />BM.
<br />BLKG.
<br />CAULKING
<br />COUNTER
<br />COUNTERSUNK
<br />CORRIDOR
<br />CONTINUOUS
<br />CONSTRUCTION
<br />CENTER
<br />CONNECTION
<br />CONCRETE
<br />CASED OPENING
<br />COLUMN
<br />CLEAR
<br />CLOSET
<br />PT.
<br />PR.
<br />PL.
<br />CORNER GUARD
<br />CAST IRON
<br />CERAMIC
<br />CATCH BASIN
<br />CEILING
<br />CEMENT
<br />BUILT-UP ROOFING
<br />CABINET
<br />BLOCKING
<br />BOTTOM
<br />BEAM
<br />REQUIRED
<br />SOAP DISPENSER
<br />SEAT COVER DISPENSER
<br />RAIN WATER LEADER
<br />ROUGH OPENING
<br />SCHEDULE
<br />SOLID CORE
<br />SOUTH
<br />REDWOOD
<br />ROOM
<br />SILENT
<br />REINFORCEMENT
<br />REFRIGERATOR
<br />PAPER TOWEL RECEPTACLE
<br />REGISTER
<br />REFERENCE
<br />ROOF DRAIN
<br />RADIUS
<br />RISER
<br />QUARRY TILE
<br />PARTITION
<br />OPERABLE
<br />DISPENSER & RECEPTACLE
<br />COMBINATION PAPER TOWEL
<br />PAPER TOWEL DISPENSER
<br />PLASTIC LAMINATE
<br />PLASTER
<br />POINT
<br />PAIR
<br />PLYWOOD
<br />PLATE
<br />PRECAST
<br />OUTSIDE DIAMETER
<br />NOT-TO-SCALE
<br />NOT-IN-CONTRACT
<br />OPENING
<br />OFFICE
<br />ON CENTER
<br />OBSCURE
<br />OVERALL
<br />NOMINAL
<br />NUMBER
<br />NORTH
<br />MDF
<br />MUL.
<br />MTD.
<br />M.O.
<br />MISC.
<br />MIR.
<br />MIN.
<br />MH.
<br />MFR.
<br />MET.
<br />MEMB.
<br />MECH.
<br />M.C.
<br />MAX.
<br />APPROX.
<br />ACOUS.
<br />BLK.
<br />BLDG.
<br />BITUM.
<br />BD.
<br />ASPH.
<br />ASB.
<br />ARCH.
<br />AL.
<br />AGGR.
<br />ADJ.
<br />A.D.
<br />(E)
<br />#
<br />/O
<br />ACOUSTICAL
<br />BUILDING
<br />BITUMINOUS
<br />ASPHALT
<br />ASBESTOS
<br />BLOCK
<br />BOARD
<br />ADJUSTABLE
<br />AREA DRAIN
<br />ARCHITECTURAL
<br />APPROXIMATELY
<br />ALUMINUM
<br />AGGREGATE
<br />POUND OR NUMBER
<br />EXISTING
<br />DIAMETER
<br />LT.
<br />MEDIUM DENSITY FIBERBOARD
<br />MASONRY OPENING
<br />MISCELLANEOUS
<br />MANUFACTURER
<br />MINIMUM
<br />MULLION
<br />MOUNTED
<br />MIRROR
<br />MANHOLE
<br />METAL
<br />MEMBRANE
<br />MECHANICAL
<br />MEDICINE CABINET
<br />MAXIMUM
<br />LIGHT
<br />EXISTING CONTOURS
<br />VICINITY MAP
<br />TOP OF PAVEMENT
<br />TOP OF CURB
<br />TOP OF WALL
<br />SPOT ELEVATIONS
<br />MOUNTAIN HOUSE, CALIFORNIA
<br />TYPE V-B.
<br />CORDES VILLAGE PLAZA
<br />T.P. 723
<br />685
<br />T.C. 722
<br />T.W. 721
<br />720
<br />NEW OR FINISHED CONTOURS
<br />PROPERTY LINE
<br />ROOM NUMBER
<br />ROOM NAME
<br />ROOM IDENTIFICATION
<br />PLAN INDICATION OF ELEVATION DRAWN
<br />LOCATION WHERE CUT
<br />LOCATION WHERE CUT
<br />SECTION IDENTIFICATION
<br />SHEET WHERE DRAWN
<br />SECTION IDENTIFICATION
<br />SHEET WHERE DRAWN
<br />SHEET WHERE DRAWN
<br />SECTION IDENTIFICATION
<br />INTERIOR ELEVATION
<br />DETAIL
<br />SECTION
<br />WORK POINT
<br />MATCH LINE
<br />KITCHEN EQUIPMENT NUMBER
<br />PARTITION TYPE
<br />BEDROOM
<br />102
<br />720
<br />N
<br />W
<br />S
<br />A2.1
<br />2
<br />A3.1
<br />4
<br />E
<br />A2.1
<br />A
<br />1
<br />WINDOW NUMBER
<br />DOOR NUMBER
<br />GRID LINES
<br />NUMBERS VERTICAL
<br />3
<br />10
<br />142.0
<br />1
<br />GENERAL NOTES ABBREVIATIONS LEGEND SYMBOLS DRAWING LIST
<br />KIT.KITCHEN
<br />COVERAGE 0 %
<br />43,902 SF.
<br />REQUIRED CORDES VILLAGE PLAZARAJA SALEEM & SANDYA SALEEM, OWNERSTHuB TEA & CAKESREVISIONS DATE
<br />DATEAPPROVAL
<br />JOB:
<br />DATE:
<br />SHEET TITLE:
<br />SHEET NO.
<br />4/9/2020
<br />ADESNECILRCHITECTCW.NHOJ OWE
<br />E
<br />,JR.
<br />NO. C-9199
<br />F
<br />-1.N
<br />ER
<br />3 1 -2 1O
<br />ETATS
<br />C A L IF O RNIAJohnWCowee,Jr.MOUNTAIN HOUSE, CAwww.architectural-concepts.net
<br />johncowee06@gmail.com
<br />ARCHITECTURAL
<br />INTERIORS PLANNING
<br />509 RAMONA AVE.
<br />ALBANY, CA 94706-1431
<br />T/F 510-525-9630
<br />CONCEPTS
<br />ARCHITECTURE
<br />REVISION 0
<br />STAMP:1140 SOUTH TRADITION STREETSK-MH-C1TENAANT IMPROVEMENTBRICK
<br />MORTAR
<br />PLASTER
<br />METAL
<br />EARTH
<br />SAND
<br />STONE
<br />DEMOLISHED WALLS
<br />NEW WALLS
<br />EXISTING WALLS
<br />ROCK FILL
<br />WOOD FINISH
<br />WOOD FRAMING
<br />WOOD FRAMING
<br />TERRAZZO
<br />METAL LATH
<br />PLYWOOD
<br />INSULATION BOARD
<br />INSULATION BATT
<br />GYPSUM BOARD
<br />CONCRETE BLOCK
<br />CONCRETE
<br />CERAMIC TILE
<br />BITUMINOUS CONCRETE
<br />CONSULTANT DIRECTORY
<br />GROUP M/B/E
<br />CALIFORNIA BUILDING CODE (2016 CBC), CALIFORNIA PLUMBING CODE (2016 CPC), CALIFORNIA
<br />MECHANICAL CODE (2016 CMC), CALIFORNIA ELECTRICAL CODE (2016 CEC), CALIFORNIA FIRE CODE (2016
<br />CFC), CALIFORNIA GREEN BUILDING CODE (2016 CGBC), CALIFORNIA ENERGY CODE (CEEC 2016 T24)
<br />(NEW)(EXISTING)
<br />26.7 %
<br />43,902 SF
<br />ALL WORK SHALL COMPLY WITH CALGREEN MANDATORY MEASURES AS IDENTIFIED ON
<br />DRAWINGS.
<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT MOST STRINGENT
<br />REQUIREMENTS OF THE FOLLOWING CODES:
<br />2016 CALIFORNIA BUILDING CODE (CBC)
<br />2016 CALIFORNIA MECHANICAL CODE (CMC)
<br />2016 CALIFORNIA PLUMBING CODE (CPC) ,
<br />2016 CALIFORNIA ELECTRICAL CODE (CEC)
<br />2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
<br />2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES)
<br />2016 CALIFORNIA FIRE CODE (CFC)
<br />2. EXAMINATION OF THE SITE AND PORTIONS THEREOF, WHICH WILL AFFECT THE
<br />CONTRACTOR'S WORK, SHALL BE MADE BY THE CONTRACTOR WHO SHALL COMPARE IT WITH
<br />THE DRAWINGS AND SATISFY HIMSELF/ HERSELF AS TO THE CONDITIONS UNDER WHICH THE
<br />WORK IS TO BE PERFORMED. HE/ SHE SHALL, AT SUCH TIME, ASCERTAIN AND CHECK ALL
<br />EXISTING CONDITIONS AND DIMENSIONS WHICH MAY AFFECT HIS/ HER WORK. ANY CONFLICTS
<br />OR OMISSIONS, ETC. SHALL BE REPORTED TO THE OWNER PRIOR TO START OF WORK. NO
<br />ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXPENSES TO WHICH HE/ SHE MAY
<br />INCUR DUE TO THE FAILURE OR NEGLECT ON HIS/HER PART TO MAKE SUCH EXAMINATION.
<br />3. WORK WHICH IS REQUIRED TO BE PERFORMED TO PROVIDE A COMPLETELY USEABLE/
<br />OPERABLE INSTALLATION WITHIN THE SCOPE OF WORK, BUT WHICH IS NOT SPECIFICALLY
<br />NOTED ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS WILL BE PERFORMED AS PART OF
<br />THE CONTRACT.
<br />4. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY
<br />MANNER THROUGHOUT THE COURSE OF THE CONSTRUCTION. MAINTAIN CLEANLINESS AND
<br />REQUIRED MEANS OF EGRESS/ ACCESS. PROTECT NON-WORK AREAS FROM DAMAGE WHICH
<br />MAY OCCUR FROM NEW WORK. PROVIDE AND MAINTAIN TEMPORARY BARRIERS, CLOSURE
<br />WALLS, ETC. AS DEMOLITION, DUST, WATER, AND NECESSARY FOR THE SAFETY OF THE PUBLIC
<br />AND THE EMPLOYEES DAMAGE TO EXISTING STRUCTURES AND EQUIPMENT SHALL BE
<br />REPAIRED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR.
<br />5. PROVIDE ALL NECESSARY PERSONNEL, EQUIPMENT, AND TEMPORARY BARRICADES TO
<br />PROTECT THE PUBLIC DURING EXCAVATION WORK. PROTECT STRUCTURES, SIDEWALKS,
<br />PAVEMENT, FENCES, BENCHES, AND FACILITIES WITHIN OR ADJACENT TO THE CONSTRUCTION
<br />SITE FROM DAMAGE DUE TO SETTLEMENT, UNDERMINING, WASHOUT, OR OTHER HAZARDS
<br />CREATED DURING EARTHWORK OPERATIONS. MAINTAIN BENCH MARKS, MONUMENTS, AND
<br />OTHER REFERENCE POINTS. REPAIR BROKEN OR CRACKED SIDEWALK CURB AND GUTTER
<br />DAMAGE DUE TO EARTHWORK.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING LEFT OVER MATERIALS, DEBRIS,
<br />TOOLS, AND EQUIPMENT INVOLVED AT THE CONCLUSION OF THE INSTALLATION. HE/ SHE SHALL
<br />LEAVE THE ALL AREAS CLEAN AND IN PERFECT CONDITION. ALL FIXTURES AND REUSABLE
<br />MATERIALS TO BE REMOVED ARE TO BE STORED AND DISPOSED OF PER THE OWNER'S
<br />DIRECTION.
<br />7. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY UTILITIES FOUND IN
<br />MATERIAL TO BE REMOVED. ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND
<br />CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION OF EXCAVATION. CUTBACK, CAP,
<br />DISCONNECT, AND IDENTIFY ALL SERVICES WHICH ARE NOT TO BE USED. NOTIFY THE
<br />AFFECTED UTILITY COMPANY IN ADVANCE OF STARTING THIS WORK AND OBTAIN THEIR
<br />APPROVAL. OBTAIN NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF
<br />INDUSTRIAL SAFETY IF A PERSON IS REQUIRED TO DESCEND INTO TRENCHES OR EXCAVATIONS
<br />5 FEET OR MORE IN DEPTH PRIOR TO COMMENCEMENT OF GRADING AND BUILDING WORK.
<br />8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER
<br />SCALED DIMENSIONS.
<br />9. DIMENSIONS SHOWN ON PLANS ARE TO CENTER OF COLUMN, FACE OF STUDS AT INTERIOR
<br />PARTITIONS, AND FACE OF FINISH OR FACE OF CONCRETE AT EXTERIOR AND SHEAR WALLS, OR
<br />FACE OF FINISH FOR CLEAR DIMENSIONS OR DIMENSIONS FROM (E) SURFACES UNLESS
<br />OTHERWISE NOTED OR INDICATED.
<br />10. FLOOR ELEVATIONS AND PLAN DIMENSIONS OF EXISTING AND NEW CONSTRUCTION ARE
<br />BASED ON FIELD MEASUREMENTS AND SURVEY DATA AND MUST BE VERIFIED BY THE
<br />CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.
<br />11. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE CENTERED ON THE WALL AS
<br />SHOWN OR SHALL BE LOCATED 4" FROM FINISH JAMB TO FACE OF STUD.
<br />12. FINAL LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL EQUIPMENT, PANEL
<br />BOARDS, METERS, FIXTURES, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE OWNER AND
<br />ARCHITECT PRIOR TO INSTALLATION. DESIGN AND LAYOUT OF ALL MECHANICAL AND
<br />ELECTRICAL SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR SUBJECT TO REVIEW BY
<br />THE OWNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ALL FURRED CEILINGS,
<br />WALLS, AND SOFFITS NECESSARY TO SUIT MECHANICAL/ ELECTRICAL EQUIPMENT
<br />INSTALLATION.
<br />13. ALL NEW PARTITIONS AROUND TOILETS AND CORRIDORS SHALL EXTEND TO THE
<br />STRUCTURE ABOVE TO PREVENT SOUND TRANSMISSIONS OVER WALLS.
<br />14. EXTEND ALL SOUND RATED PARTITIONS TO THE STRUCTURE ABOVE. FURNISH 4-1/4 LB.
<br />DENSITY GLASS FIBER INSULATION SHAPED TO FIT TIGHT SPACES. WALL MATERIAL SHALL FIT
<br />TIGHT TO THE CONFIGURATION OF THE STRUCTURE ABOVE TO PREVENT SOUND TRANSMISSION
<br />OVER WALL.
<br />15. VERIFY OPENINGS FOR PIPES AND DUCTS WITH MECHANICAL DRAWINGS AND PROVIDE AS
<br />NECESSARY.
<br />16. ALL INTERIOR WALLS OVER 8'-0" HIGH AND ALL PLUMBING WALLS SHALL BE DOUBLE 4"
<br />NOMINAL STUDS OR 6" NOMINAL STUDS AT 16" O.C. ALL INTERIOR, AND NONBEARING INTERIOR
<br />PARTITIONS SHALL BE STIFFENED AS NECESSARY, AND COVERED WITH 5/8" GYPSUM
<br />WALLBOARD TYPICAL EACH SIDE AND MAY BE OF 4" NOMINAL WOOD STUDS AT 16" O.C. UP TO
<br />10'-0" HIGH (SEE PARTITION TYPES). FULL HEIGHT PARTITIONS SHALL BE STIFFENED AS
<br />NECESSARY AND COVERED WITH 5/8" GYPSUM WALLBOARD TYPICAL AND 5/8" TYPE "X" GYPSUM
<br />WALLBOARD 1-HOUR CONSTRUCTION AT GARAGE.
<br />17. ALL FREE STANDING COLUMNS WITHIN SPACES SHALL BE FINISHED WITH THE FINISH
<br />SCHEDULED FOR WALLS UNLESS OTHERWISE SHOWN OR DETAILED.
<br />18. INSTALL TRANSITION STRIPS AT JUNCTION OF DIFFERENT FLOORING MATERIALS. AT
<br />OPENINGS PLACE TRANSITION STRIPS UNDER CENTERLINE OF DOOR. PROVIDE CHANGE OF
<br />COLOR TRANSITION STRIPS AT THE TOP AND BOTTOM OF ALL STAIRS PER ADA REQUIREMENTS..
<br />19. WHERE ADJOINING ROOMS HAVE COMPOSITION FLOORING OF DIFFERENT COLORS, MAKE
<br />CHANGE UNDER CENTERLINE OF DOOR.
<br />20. CAST-IN-PLACE CONCRETE SHALL BE FINISHED AS SPECIFIED.
<br />21. WHERE PLASTER OR CERAMIC TILE ABUTS METAL FRAMES PROVIDE CASING BEADS.
<br />22. ALL PARTITIONS AROUND SHAFTS SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE.
<br />23. ALL WORK TO COMPLY WITH THE COUNTY ORDINANCE FOR SETBACKS AND GRADING
<br />REQUIREMENT.
<br />24. DIVERT A MINIMUM OF 65% OF ALL CONSTRUCTION DEMOLITION WASTE TO A GREEN
<br />CERTIFIED DISPOSAL FACILITY.
<br />25. THE ISSUANCE OR GRANTING OF PERMIT SHALL NOT BE CONSTRUED TO BE A PERMIT FOR,
<br />OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THIS CODE (CRC) OR OF
<br />ANY OTHER ORDINANCE OF THE JURISDICTION. PERMITS PRESUMING TO GIVE AUTHORITY TO
<br />VIOLATE OR CANCEL THE PROVISIONS OF THIS CODE OR OTHER ORDINANCES OF THE
<br />JURISDICTION SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION
<br />DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
<br />THE CORRECTION OF ERRORS IN THE CONSTRUCTION DOCUMENTS AND OTHER DATA. THE
<br />BUILDING OFFICIAL IS AUTHORIZED TO PREVENT OCCUPANCY OR USE OF A STRUCTURE WHERE
<br />IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCES OF THIS JURISDICTION. CRC R105.5.4
<br />VALIDITY OF PERMIT.
<br />PROJECT INFORMATION
<br />THIS PROJECT IS FOR T.I. ONLY FOR SUITE 1158
<br />1. DEMOLITION:
<br />EXISTING SLAB TO BE CUT FOR NEW PLUMBING
<br />2. NEW WORK:
<br />A.CONSTRUCT NEW INTERIOR IMPROVEMENTS FOR COMMERCIAL FOOD SERVICE.
<br />B.NEW WORK WILL REQUIRE NEW INTERIOR WALLS, MODIFIED PLUMBING,, MODIFIED MECHANICAL, AND MODIFIED ELECTRICAL FROM ORIGINAL BUILDING APPROVED
<br />DRAWINGS.
<br />3.ROOM USE:
<br />ROOMS SHALL BE FOR FOOD SERVICE, AND DINING. RESTAURANT MANAGEMENT WILL BE OFF-SITE.
<br />4. DIFFERED ITEMS:
<br />FIRE SPRINKLERS PER FRENCH CAMP
<br />TITLE
<br />SHEET
<br />TITLE-24 CONSULTANT : NRG COMPLIANCE, Inc.
<br />ENERGY COMPLIANCE CALCULATION SERVICE
<br />BOX 3777,
<br />SANTA ROSA, CALIFORNIA 95402
<br />(T) 707.237.6957
<br />G1.1
<br />10
<br />1. MODIFY EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE SUITE.
<br />2. ADDRESS SIGN SHALL BE ILLUMINATED, VISIBLE FROM THE STREET, AND COMPLY WITH BUILDING CODE.
<br />3.FIRE ALARM INSTALLED SHALL BE MODIFIED AS NECESSARY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R314 OF THE
<br />CALIFORNIA BUILDING CODE.
<br />4.NEW AREAS OF CONSTRUCTION SHALL HAVE ALL SMOKE ALARMS INTERCONNECTED PER CRC SECTION R314.5.
<br />5.SMOKE / CO2 DETECTORS SHALL BE REQUIRED TO BE THE PHOTOELECTRIC TYPE.
<br />PUBLIC WORKS CONDITIONS OF APPROVAL
<br />1.COMPLY WITH PRIOR APPROVES ON ORIGINAL BUILDING PERMIT.
<br />SEISMIC DESIGN CATEGORY
<br />STORIES 1 (ABOVE GRADE)
<br />D
<br /> 476 SF 0 SFDINING AREA
<br />OCCUPANT LOAD
<br />FLOOR AREA RATIO 0 .267
<br />STRUCTURAL CONSULTANT:AG SCHMIDT,INC.
<br />COWELL PROFESSIONAL CENTER
<br />4415 COWELL RD., SUITE 200 D
<br />CONCOORD, CA 94518
<br />(T) 925-689-9130, 933-3169
<br />(F) 925-689-2899
<br />APN PARCEL #076-0291-020-00
<br />
<br />EXITS REQ'D.
<br /> 15 SF / PERSON = 32 1 / 2
<br />
<br />OCC.
<br />GROUP / PROVIDED
<br /> A-2
<br />CIVIL ENGINEER:CREEGAN & D'ANGELO
<br />2420 MARTIN ROAD, SUITE 380
<br />FAIRFIELD, CA 94534
<br />(T) 707-429-5300
<br />(F) 707-429-2086
<br />MECH/ELECT. ENGINEER:BELDEN
<br />5860 W. LAS POSITA BLVD,, SUITE 15
<br />PLEASANTON, CA 94588
<br />(T) 925-621-5300
<br />(F) 925-474-2159
<br />GEOTECH. ENGINEER:ENGEO
<br />17278 GOLDEN VALLEY PARKWAY
<br />LATHROP, CA 95330
<br />(T) 209-835-0610
<br />(F) 888-279-2698
<br />CBC
<br />OCCUPANT LOAD
<br /> 30 SF / PERSON = 38
<br />CPC TABLE A
<br />SPECIAL INSPECT IONS
<br />1. Special Inspections and/or testing is required for this construction.
<br />(a) high strength bolts
<br />(b) structural welding.
<br />Inspection Report(s) shall be submitted to the Building Department for approval
<br />prior to covering of inspected item (area).
<br />TOTAL AREA 1,128 SF 35
<br /> 154 SF 0 SFSERVING AREA 200 SF / PERSON = 1 1 / 2 A-2 30 SF / PERSON = 38
<br /> 348 SF 0 SFKITCHEN 200 SF / PERSON = 2 1 / 2 A-2 30 SF / PERSON = 38
<br /> 64 SF 0 SFBATHROOM 0 SF / PERSON = 0 1 / 1 A-2 30 SF / PERSON = 38
<br />DINING AREA
<br />SERVING AREA KITCHEN
<br />BATHROOM
<br /> 86 SF 0 SFSTRUCTURE / COMMON AREA 0 SF / PERSON = 0 1 / 2 A-2 30 SF / PERSON = 38
<br />PARCOTRADITION MODENASITE
<br />36"
<br />72"
<br />DOOR WIDTH REQUIRED (36" MIN. WIDTH)
<br />NUMBER OF OCCUPANTS X 0.2 = WIDTH IN INCHES
<br />DOOR WIDTH PROVIDED++
<br />NUMBER OF OCCUPANTS AT EACH DOOR++
<br />NUMBER OF OCCUPANTS IN EACH ROOM (SEE
<br />A1.1, A1.2 FOR OCCUPANT LOADS
<br />DIRECTION OF EGRESS (MEANS OF EGRESS
<br />ILLUMINATION LEVEL SHALL NOT BE LESS THAN
<br />1-FT-CANDLE AT THE WALKING SURFACE. CBC
<br />SECTION 1008.1. THE POWER SUPPLY FOR
<br />MEANS OF EGRESS ILLUMINATION SHALL
<br />NORMALLY BE PROVIDED BY THE PREMISES
<br />ELECTRICAL SUPPLY. CBC 1008.3) SEE
<br />ELECTRICAL DRAWINGS.
<br />TRAVEL DISTANCE TO DOOR
<br />++ALL INTERIOR DOORS TO BE 3'-0"X6'-8"
<br />SOLID CORE WITH LEVER HARDWARE.
<br />DOORS WITH OCCUPANT LOADS MORE
<br />THEN 10 TO HAVE PANIC HARDWARE.
<br />ALL EXTERIOR DOORS ARE EXISTING
<br />APPROVED UNDER PRIOR PERMIT WITH
<br />LEVER HARDWARE AND PANIC HARDWARE
<br />ON FRONT DOORS.
<br />100
<br />72'
<br />PROVIDE TACTILE EXITS SIGNS AT EACH GRADE LEVEL
<br />EXTERIOR DOOR THAT IS REQUIRED TO COMPLY WITH
<br />SECTION 1011.1, SHALL BE IDENTIFIED BY A TACTILE
<br />EXIT SIGN WITH THE WORD "EXIT".
<br />EXIT
<br />EXITEXITEXIT
<br />21
<br />32 0
<br />EGRESS PLAN
<br />San Joaquin County
<br />Environmental Health Department
<br />1868 E. Hazelton Ave.
<br />Stockton, CA 95205
<br />(209) 468-3420
<br />
<br />APPROVED WITH CONDITIONS
<br />
<br />For conditions, please see approval letter dated:
<br />
<br />Approved by:_______________________Date:_______________
<br />4-27-20
<br />Apr 27, 2020 kadeanne Linhares
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