|
CONNECTIONS HAIUNG
<br />1-
<br />JOIST TO SILL OR GIRDER, TOENAIL
<br />TRIBL€TARY AREA
<br />BASE SIZE
<br />BRIDGING TO GST, TOENAIL EACH END
<br />h
<br />HEADER
<br />16 S0, FT.
<br />12" X 12'
<br />2 -ad
<br />cry, nab
<br />20 SO. FT.
<br />14' X 14'
<br />5.
<br />2" (51 MM) SU@FLOOR TO JOIST OR GIRDER, BUND AND FACE NAIL
<br />24 SO. FT,
<br />15' X 15'
<br />4 X 4
<br />4'0' SPAN
<br />28 SO, FT.
<br />t6' X 16'
<br />4 X 6
<br />4'0' SPAN TO 6'0' SPAN
<br />32 O
<br />2-16d
<br />4 % 8
<br />6'0' SPAN TO 8'0" SPAN
<br />36 S. FT.
<br />40 SO. FT.
<br />18' X 18'
<br />19' X 19'
<br />4 K 10
<br />8'0" SPAN TO 10'0" SPAN
<br />44 SO. FT.
<br />20' X 20'
<br />4 X 12
<br />10'0' SPAN TO 12'0' SPAN
<br />DOUBLE TOP PLATES, LAP SPLICE
<br />a -16d
<br />CONNECTIONS HAIUNG
<br />1-
<br />JOIST TO SILL OR GIRDER, TOENAIL
<br />3-8d
<br />2.
<br />BRIDGING TO GST, TOENAIL EACH END
<br />2-8d
<br />3.
<br />1' X 6" (25 MM x 152 MM) SUBFLOOR TO EACH JOIST, FACE NAIL
<br />2 -ad
<br />4.
<br />WIDER THAN 1' X 6' (25 MM X €52 MM) SUBFLOOR TO EACH MST, FACE NAIL
<br />3 -ad
<br />5.
<br />2" (51 MM) SU@FLOOR TO JOIST OR GIRDER, BUND AND FACE NAIL
<br />2-16d
<br />6.
<br />SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
<br />16d AT 16" (406 MM) G.C.
<br />APPROX.
<br />SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS
<br />3-16d PER 16- (406 MM)
<br />7.
<br />TOP PLATE TO STUD, END NAIL
<br />2-16d
<br />8,
<br />STUD TO SOLE PLATE
<br />4-8d, TOENAIL OR 2-16d, END NAIL
<br />9,
<br />DOUBLE STUDS, FACE NAIL,
<br />16d AT 24- (610 MM) O.C.
<br />10.
<br />DOUBLE TOP PLATES, TYPICAL FACE NAIL
<br />16d AT 16' (496 MM) C.C.
<br />BLOC KINO
<br />DOUBLE TOP PLATES, LAP SPLICE
<br />a -16d
<br />11.
<br />BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL
<br />3 -ad
<br />12.
<br />RIM JOIST TO TOP PLATE, TOENAIL
<br />8d AT 16' (152 AIM) O.C.
<br />13.
<br />TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
<br />2-16d
<br />14,
<br />CONTINuWS HEADER, TWO PIECES
<br />16d AT 16" (406 MAI) O.C. At,ONG EACH EDGE
<br />15,
<br />CE#UNG JOISTS 10 PLATE, TOENAIL
<br />3-8d
<br />16_
<br />CONTINUOUS HEADER TO STUD. TOFNAIL
<br />4-8d
<br />17,
<br />CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
<br />3-16d
<br />18.
<br />CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
<br />3-16d
<br />19.
<br />RAFTER TO PLATE, TOENAIL
<br />3-8d
<br />20.
<br />1' (25 MM) BRACETO EACH STUD ANO PLATE, FACE NAIL
<br />2-,8d
<br />21.
<br />1" x 8" (25 MM %' 203 MM) SHEATHING OR LESS TO EACH BEARING, FACE NAIL
<br />2-.8C
<br />22.
<br />WIDER THAN 1' X 8" (25 MM X 203 MM) SHEATHING TO EACH BEARING, FACE NAIL
<br />3--8d
<br />23
<br />BUILT-UP CORNER STUDS
<br />16d AT 24- (610 MM) C.C.
<br />24
<br />BUILT-UP GIRDER AND BEAMS
<br />20d AT 32" (813 MM) Q.C. AT TOP AND
<br />NAILING NOTE
<br />FASTENERS FOR PRESSURE PRESERVATIVE TREATED WCOO SHALL BE
<br />OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON
<br />BRONZE OR COPPER, EXCEPTION BEING 1/2- DIAME11ER Of GREATER
<br />STEEL E301 Tr�
<br />A.B
<br />ANCHOR BOLT
<br />A/C
<br />AIR CONDITIONING
<br />AC OUST
<br />ACOUSTICAL
<br />A.F.F.
<br />ABOVE FINISH FLOOR
<br />A.H.U.
<br />AIR HANDLING UNIT
<br />ALT.
<br />Aa_TERNATE
<br />ALUM,
<br />ALUMINUM
<br />ANDD.
<br />ANODIZED
<br />ADPL.
<br />APPLIQUE
<br />APPROX.
<br />APPROXIMATELY
<br />ARCH.
<br />ARCHITECTURAL
<br />®
<br />AT
<br />A. S. L.
<br />ABOVE SEA LEVEL
<br />B D.
<br />B CARD
<br />BLDG.
<br />BUILDING
<br />BLK.
<br />BLOCK
<br />BLKG.
<br />BLOC KINO
<br />BM,
<br />BEAM
<br />B.O.S.
<br />BOTTOM OF STEEL
<br />B RG.
<br />B FARING
<br />B S
<br />BOTH SIDES
<br />B OT,
<br />B OTTO M
<br />B.U.R.
<br />BUILT UP ROOF
<br />C.I.
<br />CAST IRON
<br />C.J.
<br />CONTROL JOINT
<br />C .T.
<br />C ERAIv11C TILE
<br />CAB.
<br />CABINET
<br />CD
<br />CEILING DIFFUSER
<br />CEM.
<br />CEMENT(1T1OUS)
<br />C ER,
<br />CERAMIC
<br />CEM
<br />C US IC FEET PER MINUTE
<br />CG
<br />CORNER GUARD
<br />CJ
<br />CONTROL JOINT
<br />CK
<br />CAULK
<br />(L
<br />CENTER LINE
<br />C L.
<br />CLEAR
<br />CLO.
<br />CEILING
<br />C MU
<br />CONCRETE MASONRY UNIT
<br />CC
<br />C LEAN OUT
<br />COL.
<br />COLUMN
<br />C ONC .
<br />C ONO RETE
<br />CONST.
<br />CONSTRUCTION
<br />C ONT,
<br />CONTINUOUS
<br />CONTR.
<br />CONTRACTOR
<br />CPT.
<br />CARPET
<br />C R
<br />C HAI RRAIL
<br />CSK
<br />COUNTERSUNK
<br />CU
<br />CONDENSING UNIT
<br />CW
<br />COLD WATER
<br />D
<br />DEPTH; DEEP
<br />DBL
<br />DOUBLE
<br />DEMO
<br />DEMOLITION
<br />DET.
<br />DETAIL
<br />DF
<br />DRINKING FOUNTAIN
<br />DIA., 0
<br />DIAMETER
<br />DIAD,
<br />DIAGONAL
<br />DIFF.
<br />DIFFUSER
<br />DIM.
<br />DIMENSION
<br />ON.
<br />DOWN
<br />D.O.
<br />DOOR OPENING
<br />D.S.
<br />DOWNSPOUT
<br />DTL.
<br />DETAIL
<br />DR.
<br />DOOR
<br />DWG.
<br />DRAWING
<br />(E)
<br />EXISTING
<br />E
<br />EAST
<br />EA,
<br />EAC H
<br />E.B.
<br />EXPANSION BOLT
<br />EIFS
<br />EXTERIOR INSULATION
<br />(P)
<br />FINISH SYSTEM
<br />E.J.
<br />EXPANSION JOINT
<br />EL.
<br />ELEVATION (FLOOR)
<br />ELEV.
<br />ELEVATION
<br />ELEC .
<br />ELECTRICAL
<br />EMER.
<br />EMERGENCY
<br />ENG.
<br />ENGINEER
<br />EQ.
<br />FQUAL
<br />EQUIP.
<br />EQUIPMENT
<br />F/'W
<br />EACH WAY
<br />EWC
<br />ELECTRIC WATER HEATER
<br />EXH.
<br />EXHAUST
<br />EX' -ST.
<br />EXISTING
<br />EXT.
<br />EXTERIOR
<br />F .
<br />FLOOR DRAIN
<br />ABBREVIATIONS
<br />FDN.
<br />FOUNDATION
<br />F. E.
<br />FIRE EXTINGUISHER
<br />FEC,
<br />FIRE EXTINGUISHER
<br />FIN-
<br />CABINET
<br />FlXT.
<br />FINISH
<br />sL.
<br />FIXTURE
<br />FLUOR.
<br />FLOOR
<br />F/0
<br />FLUORESC ENT
<br />F.S.
<br />FACE OF
<br />FT
<br />FLOOR SINK
<br />FTG.
<br />FOOT, FEET
<br />GA.
<br />FOOTING
<br />GALV.
<br />GAUGE; GYPSUM ASSOC.
<br />G.B.
<br />GALVANIZED
<br />G.C.
<br />GRAB BAR
<br />GEN.
<br />GENERAL CONTRACTOR
<br />GL•
<br />GENERAL
<br />GTP. BD.
<br />GLASS/GLAZING: GLUE
<br />GWB.
<br />GYPSUM BOARD
<br />H.
<br />GYPSUM WALL BOARD
<br />H.E.
<br />HIGH
<br />HC
<br />HOSE BIB
<br />HDW.
<br />HANDICAPPED
<br />H.M.
<br />HARDWARE
<br />HORIZ.
<br />,HOLLOW MFTAL
<br />H.P.
<br />HORIZONTAL
<br />HT.
<br />HIGH POINT
<br />H.V.A.C.
<br />RESILIENT
<br />PH
<br />HEIGHT
<br />RM.
<br />HEATING VENTILATING &
<br />HW
<br />ID
<br />AIR CONDITIONING
<br />IN
<br />HOT WATER
<br />INCAND,
<br />INSIDE DIAMETER
<br />INCL
<br />INCH
<br />INSUL.
<br />iNCANDESCENT
<br />INT
<br />INC LUDF(ING)
<br />JB
<br />INSULATION
<br />JT.
<br />INTERIOR, INTERMEDIA[ E
<br />LAB
<br />JUNCTION BOX
<br />LAM,
<br />JOINT
<br />LAV
<br />LA9 O RATO RY
<br />LBS
<br />—AMINATED
<br />LF
<br />LAVATORY
<br />L.G.
<br />POUNDS
<br />LH.
<br />LINEAR ';FEET
<br />LLH
<br />LONG, LARGE
<br />LLV
<br />LEFT HAND
<br />L. P.
<br />LONG I. -FG HORIZONTAL
<br />LT
<br />LONG LEG VERTICAL
<br />LOT.
<br />LOW POINT
<br />LW
<br />LIGHT
<br />MAS.
<br />LIGHTING
<br />MATL.
<br />LIGHT WEIGHT
<br />MAX.
<br />MASONRY
<br />MECH.
<br />MATERIAL
<br />MED.
<br />MAXIMUM
<br />MEMS
<br />MECHANICAL
<br />MEZZ
<br />MEDIUM
<br />MFR.
<br />MEMBRANE
<br />MIN,
<br />MEZZANINE
<br />MISC.
<br />MANUFACTURER
<br />MLDG
<br />MiNIMlUM
<br />M.O.
<br />MISCELLANEOUS
<br />MOD
<br />MOULDING
<br />M.R.G.B.
<br />MASONRY OPENING
<br />MTD
<br />MOD'FI'ED
<br />MTL
<br />VOISTURE RESISTANT
<br />MULL
<br />GYPSUM BOARD
<br />MLWK
<br />MOUNTED
<br />(P)
<br />IAETAL
<br />N
<br />M;_' -ION
<br />NAT
<br />MILLV,,'0RK
<br />N.I.C.
<br />NEIN
<br />NO., #
<br />NORTH
<br />NOM
<br />NATURAL
<br />NTS
<br />NOT IN CONTRACT
<br />0/A
<br />NUMBER
<br />OFC I
<br />NOMINAL
<br />WTR
<br />NOT TO SCALE
<br />O.F.D.
<br />OVERALL
<br />O/H
<br />OWNER FURN'SHFD
<br />0/0
<br />CONTRACTOR TO INSTALL
<br />OC
<br />OVERFLC\N� DRAIN
<br />OD
<br />OVERHEAD
<br />OUT !0 OUT
<br />ON C ENTER
<br />OUTSIDE DIAMETER
<br />BOTTOM AND STAGGERED 2- 20d
<br />AT ENDS AND AT EACH SPLICE.
<br />OPNG,
<br />OPENING
<br />OPP
<br />OPPOSITE
<br />(P)
<br />PROPOSED
<br />PNT
<br />PANT
<br />PARTN
<br />PARTITION
<br />PC. L
<br />PIECE/PRECAST
<br />PL., P
<br />PLATE
<br />PLAS.
<br />PLASTER, PLASTIC
<br />PLYWD.
<br />PLYWOOD
<br />PNL
<br />PANEL
<br />PTD.
<br />PAINTED
<br />PSF,
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PT
<br />PRESSURE TREATED
<br />PR
<br />PAIR
<br />DUAN,
<br />QUANTITY
<br />R
<br />RISER
<br />RA
<br />RETURN AIR
<br />RArG
<br />RETURN AIR GRILL
<br />RAD
<br />RADIUS
<br />R'D.
<br />DRAIN
<br />P.EC
<br />REG ESSED
<br />REF
<br />REFERENC ED
<br />REFR
<br />REFRIGERATOR
<br />REINF.
<br />REQD
<br />REINF0PC1NG
<br />RESIL.
<br />REQUIRED
<br />RFV
<br />RESILIENT
<br />PH
<br />REVISION, REVERSE
<br />RM.
<br />RIGHT HAND
<br />ROW
<br />ROOM
<br />R.O.
<br />RIGHT OF WAY
<br />RQMTS.
<br />ROUGH OPENING
<br />RTU
<br />REQUIREMENTS
<br />R.W.L.
<br />ROOF TOP UNIT
<br />Sc
<br />RAIN WATER LEADER
<br />SCHD
<br />SOLID CORE
<br />SEAL
<br />SC HEDULE
<br />SEC
<br />SEALANT
<br />SF
<br />SECTION
<br />SHT.
<br />SQUARE FEET, STOREFRONT
<br />SHTG
<br />SHEET
<br />Sim.
<br />SHEATHING
<br />SL
<br />SIMILAR
<br />S.M.S.
<br />SLIDING
<br />SPECS
<br />SHEET METAL SCREWS
<br />SQ
<br />SPEC IFICATIONS
<br />S.S.
<br />SQUARE
<br />STD,
<br />SERVICE SINK, STAINLESS
<br />STL
<br />STEEL
<br />STOR
<br />STANDARD
<br />STRUCT.
<br />STEEL
<br />SUSP,
<br />STORAGE
<br />T
<br />STRUCTURAL
<br />T&B
<br />SUSPENDED
<br />TEL
<br />TREAD
<br />T/0
<br />T.O.M.
<br />TOP & BOTTOM
<br />TELEPHONE
<br />T.O.S.
<br />TOP OF
<br />TH
<br />TOP OF MASONRY
<br />TYP.
<br />TOP OF STEEL
<br />UC
<br />THICK(NESS)
<br />UL
<br />U.N.O.
<br />TYPICAL
<br />URN
<br />UNDERCUT
<br />UR
<br />UNDERWRITERS LABORATORY
<br />V
<br />UNLESS NOTED OTHERWISE
<br />VCT
<br />UNLESS OTHERWISE NOTED
<br />VB
<br />URINAL
<br />VENT
<br />VOLT
<br />VERT
<br />VINYL COMPOSITION TkLE
<br />VIF
<br />VAPOR BARRIER
<br />W
<br />VENTILATION
<br />W/
<br />VERTICAL
<br />WB
<br />VERIFY IN FIELD
<br />W.C.
<br />WIDTH; WASTE; WEST; WIRE
<br />WD.
<br />WITH
<br />WT
<br />WOOD BASE
<br />W/H
<br />WATER CLOSET
<br />WTR
<br />WOOD
<br />W/1
<br />WFiGHT
<br />W/O
<br />WATER HEATER
<br />WWM
<br />WATER
<br />WWF.
<br />WITHIN
<br />WITHOUT
<br />WELDED WIRE MESH
<br />WELDED WIRE FAB RIC
<br />1687 N. CALIFORNIA STR,EET SUITE #3
<br />LIST OF SHEETS
<br />T-1 TITLE SHEET
<br />T-2 ACCESSIBILITY DETAILS
<br />A1.5 EXISTING SITE PLAN/ EXISTING FLOOR PLAN
<br />A2 FINISH SCHEDULE
<br />A3 REMODEL FLOOR PLAN
<br />A3,5 INTERIOR ELEVATIONS
<br />A6 REFLECTED CEILING PLAN/ ROOF PLAN
<br />A9 ACOUSTICAL CEILING DETAILS
<br />A11 HOOD DETAILS
<br />A -E1 ELECTRICAL PLAN
<br />A -M 1 MECHANICAL PLAN
<br />A -P1 PLUMBING PLAN
<br />T24-1 ENERGY COMPLIANCE FORMS
<br />T24-2 ENERGY COMPLIANCE FORMS
<br />T24-3 ENERGY COMPLIANCE FORMS
<br />HOOD DRAWINGS SHOWN FOR REFERENCE
<br />1 SECTION VIEW
<br />2 EXHAUST FAN DATA
<br />3 TECHNICAL DATA
<br />PROJECT DATA
<br />PROJECT DESCRIPTION
<br />OCCUPANCY GROUP
<br />CONSTRUCTION TYPE
<br />FIRE SPRINKLERS
<br />EXISTING SUITE S.F.
<br />NEVA ADDITION S.F.
<br />APEX
<br />ARCHITECTURE
<br />845 S. Commerce Street
<br />Stockton, CA. 95206
<br />(209) 662-4874
<br />apexplanning@hotmail.com
<br />Steven Anthony Torres II
<br />Architect # C32553
<br />PROPERTY OWNER
<br />Francisco Javier Llamas
<br />Stockton' CA. 95204 CONTRACTOR
<br />EXISTING VACANT SUITE IS BEING IMPROVED TO A NEW
<br />FAST FOOD RESTAURANT. NEW WALLS, ELECTRICAL,
<br />PLUMBING, HVAC, NEW APPLIANCES AND FINISHES. NEW
<br />KITCHEN HOOD AND SUPPRESION SYSTEM
<br />B (A-2 RESTAURANT)
<br />EXCEPTION
<br />B (CBL SECTION 303.1 EXCEPTION#1 OCC
<br />LESS THAN 50 SHALL BE CLASSIFIED AS A
<br />TYPE VB
<br />YES
<br />1,188
<br />0�
<br />P
<br />■
<br />UPANT LOAD OF
<br />"B" OCCUPANCY)
<br />SAN JOAQUIN COUNTY
<br />4VIRONMENTAL HEALTH DEPARTMENT
<br />1868 E. HAZELTON AVE.
<br />STOCKTON, CA 95,205
<br />(209) 468-3420
<br />ved
<br />ved with changes: see_ Reiriar` s
<br />)To ed: See Rqmqzkq
<br />Date [� By
<br />Approv I e t nds only tc t at vVhicH is sown and des— cr d
<br />h
<br />hereon and does not authorize or approve any omission or
<br />deviation from requirements of state laws or locat,ordinances,
<br />VICINITY MAP
<br />PROJECT LOCATION
<br />LIST OF CONSULTANTS
<br />ARCHITECTURALAPEX ARCHITECTURE
<br />845 S. COMMERCE STREET
<br />STOCKTON, CA 95206
<br />(209) 662-4874
<br />EMAIL: apexplanning@hotmaii.com
<br />PROJECT ARCHITECT: STEVEN A. TORRES II
<br />DEFERRED SUBMITTALS
<br />- FIRE SPRINKLER
<br />- HOOD FIRE SUPPRESSION SYSTEM
<br />- WALK IN COOLER
<br />BUILDING CODE COMPLIANCE
<br />2016 CALIFORNIA BUILDING CODE
<br />2016 CALIFORNIA ELECTRIC CODE
<br />2016 CALIFORNIA MECHANICAL CODE
<br />2016 CALIFORNIA PLUMBING CODE
<br />2016 CALIFORNIA FIRE CODE
<br />2016 CALIFORNIA GREEN CODE
<br />2016 CALIFORNIA ENERGY CODE
<br />2016 CALIFORNIA HISTORICAL CODE
<br />2016 CALIFORNIA EXISTING BUILDING CODE
<br />2016 CALIFORNIA REFERENCED STANDARD CODE
<br />GENERAL NOTES
<br />THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS
<br />OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING
<br />PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL
<br />VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR -TO
<br />THE BEGINNING OF CONSTRUCTION AND REPORT IMMEDIATELY ANY
<br />DISCREPANCIES THE ARCHITECT
<br />NO CONTINUOUS CONSTRUCTION OBSERVATION BY THE DESIGNER IS TO
<br />BE PROVIDED UNDER THE TERMS OF THIS CONTRACT. NO "AS -BUILT"
<br />DRAWINGS OR PLAN AMENDMENTS FOR ANY REASON ARE INCLUDED 1N
<br />THIS CONTRACT
<br />EL GRULLITO
<br />RESTAURANT T. I.
<br />STOCKTON
<br />1687 N. Californian Street, Suite #3
<br />Stockton, CA, 95204
<br />TITLE SHEET
<br />,-�-D ARCy\
<br />LFCf C 3255
<br />`..:
<br />� REN, 3-31-1F9. �
<br />REV.# DATE ISSUED DESCRIPTION
<br />_L\_ --
<br />i
<br />APEX PROJECT 18-19
<br />DATE.10-14-2018
<br />T-1
<br />PATE Copyright APEX
<br />SQ FT PER BREAKDOWN:
<br />DINING - - -
<br />- - - - - - - 461
<br />115 = 31 OCCUPANTS
<br />KITCHEN ---------
<br />639
<br />1200 = 4 OCCUPANTS
<br />TOILET --------
<br />49
<br />STOCK ---------
<br />39
<br />1100 = 1 OCCUPANTS
<br />TOTAL -------
<br />17188
<br />OCCUPANT LOAD: ----------------------
<br />36 OCCUPANTS
<br />P
<br />■
<br />UPANT LOAD OF
<br />"B" OCCUPANCY)
<br />SAN JOAQUIN COUNTY
<br />4VIRONMENTAL HEALTH DEPARTMENT
<br />1868 E. HAZELTON AVE.
<br />STOCKTON, CA 95,205
<br />(209) 468-3420
<br />ved
<br />ved with changes: see_ Reiriar` s
<br />)To ed: See Rqmqzkq
<br />Date [� By
<br />Approv I e t nds only tc t at vVhicH is sown and des— cr d
<br />h
<br />hereon and does not authorize or approve any omission or
<br />deviation from requirements of state laws or locat,ordinances,
<br />VICINITY MAP
<br />PROJECT LOCATION
<br />LIST OF CONSULTANTS
<br />ARCHITECTURALAPEX ARCHITECTURE
<br />845 S. COMMERCE STREET
<br />STOCKTON, CA 95206
<br />(209) 662-4874
<br />EMAIL: apexplanning@hotmaii.com
<br />PROJECT ARCHITECT: STEVEN A. TORRES II
<br />DEFERRED SUBMITTALS
<br />- FIRE SPRINKLER
<br />- HOOD FIRE SUPPRESSION SYSTEM
<br />- WALK IN COOLER
<br />BUILDING CODE COMPLIANCE
<br />2016 CALIFORNIA BUILDING CODE
<br />2016 CALIFORNIA ELECTRIC CODE
<br />2016 CALIFORNIA MECHANICAL CODE
<br />2016 CALIFORNIA PLUMBING CODE
<br />2016 CALIFORNIA FIRE CODE
<br />2016 CALIFORNIA GREEN CODE
<br />2016 CALIFORNIA ENERGY CODE
<br />2016 CALIFORNIA HISTORICAL CODE
<br />2016 CALIFORNIA EXISTING BUILDING CODE
<br />2016 CALIFORNIA REFERENCED STANDARD CODE
<br />GENERAL NOTES
<br />THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS
<br />OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING
<br />PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL
<br />VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR -TO
<br />THE BEGINNING OF CONSTRUCTION AND REPORT IMMEDIATELY ANY
<br />DISCREPANCIES THE ARCHITECT
<br />NO CONTINUOUS CONSTRUCTION OBSERVATION BY THE DESIGNER IS TO
<br />BE PROVIDED UNDER THE TERMS OF THIS CONTRACT. NO "AS -BUILT"
<br />DRAWINGS OR PLAN AMENDMENTS FOR ANY REASON ARE INCLUDED 1N
<br />THIS CONTRACT
<br />EL GRULLITO
<br />RESTAURANT T. I.
<br />STOCKTON
<br />1687 N. Californian Street, Suite #3
<br />Stockton, CA, 95204
<br />TITLE SHEET
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<br />REV.# DATE ISSUED DESCRIPTION
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<br />APEX PROJECT 18-19
<br />DATE.10-14-2018
<br />T-1
<br />PATE Copyright APEX
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