|
RITA S ITALIAN
<br />16609 HARLAN ROAD
<br />LATHROP, CA. 95330
<br />209-416-5154
<br />SAN JOAQUIN COUNTY
<br />ENVIRONMENTAL HEALTH DEPARTMENT
<br />1868 E. HAZELTON AVE.
<br />STOCKTON, CA 95205
<br />(209)468-3420
<br />fl l�pproved
<br />pproved with changes: See Remarks
<br />Disapproved See Remarks
<br />Remarks
<br />Datet�L1T By LJd-- -
<br />AWroval extends only to that which is shown and deso*gd
<br />hereon and does not authorize of approve any orr iGN Of
<br />deviation from requirements of state laws or lor. ardirtMKN.
<br />APPROVAL LETTER
<br />MUST BE AVAILABLE
<br />AME JOB SITE
<br />FOR FINAL APPROVAL BY SAN i
<br />JOAQUIN COUNTY
<br />ENVIRONMENTAL FACT/
<br />I
<br />3�IcPARTI't' ::NT I
<br />(E)TRASH
<br />ENCLOSURE
<br />WITH CONCRETE
<br />SLAB FLOOR
<br />AND CMU
<br />WALLS.
<br />INDICATES LOCATION OF EXISTING ACCESSIBLE
<br />'ATH OF TRAVEL.THE ACCESSIBLE PATH OF
<br />"RAVEL AS DELINEATED IS A BARRIER -FREE
<br />2OUTE 48" MINIMUM IN WIDTH WITH NO ABRUPT
<br />.EVEL CHANGES EXCEEDING 1/2" UNLESS
<br />3EVELED AT A 1:2 MAXIMUM SLOPE, AND NO
<br />/ERTICAL LEVEL CHANGES EXCEEDING 1/4".
<br />FHE CROSS SLOPE DOES NOT EXCEED 2% AND
<br />',LOPE IN THE DIRECTION OF TRAVEL DOES NOT
<br />FXCEED 5%. THE SURFACE IS FIRM, STABLE,
<br />IND SLIP RESISTANT. THE ACCESSIBLE PATH
<br />)F TRAVEL IS FREE OF OVERHANGING �\
<br />)BSTRUCTIONS BELOW 80" AND OBJECTS
<br />'ROTRUDING GREATER THAN 4" FROM A WALL `
<br />1BOVE 27" AND BELOW 80".
<br />I
<br />SITE PLAN � REFERENCE>'�j
<br />SCALE: NTS
<br />PROPOSED INTERIOR TENANT IMPROVEMENT
<br />SPACE SHALL BE ENTIRELY UPGRADED FOR
<br />ACCESSIBILITY PER CBC 2016 SECTION
<br />1113-202.4.
<br />EXISTING VEHICULAR AND PEDESTRIAN PATH
<br />OF TRAVEL ARE IN CONFORMATION WITH THE
<br />LATEST CBC CHAPTER 11B ACCESSIBILITY
<br />REQUIREMENTS.
<br />THE CITY OF LATHROP BUILDING DIVISION
<br />ENFORCES CBC CHAPTER 11B FOR DISABLED
<br />ACCESS COMPLIANCE AND DOES NOT REVIEW
<br />OR APPROVE PLANS FOR ADA COMPLIANCE.
<br />REFERENCE CBC CHAPTER 11B
<br />INTERNATIONAL SYMBOL
<br />OF ACCESSIBILITY
<br />1. MINIMUM 6"X6" DECAL LOCATED BY PRIMARY ENTRANCE AT +60".
<br />2. USE WHITE FLOOR ON BLUE BACKGROUND, BLUE SHALL BE EQUAL TO COLOR
<br />#15096 IN FEDERAL STANDARD 595C.
<br />3. SYMBOLS OF ACCESSIBILITY WHICH ARE INCLUDED ON SIGNS WITH RAISED
<br />CHARACTERS AND BRAILLE ARE NOT REQUIRED TO BE RAISED, WHEN
<br />INCLUDED ON A TACTILE SIGN, DOES NOT REQUIRE ANY ACCOMPANYING
<br />TEXT, EITHER USUAL OR TACTILE.
<br />4. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A
<br />NON -GRADE FINISH.
<br />300a OF QC U`1E3,S D M u'V
<br />SIGN TO READ IN LETTERING NOT LESS THAN 1" IN
<br />HEIGHT "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED
<br />< ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING
<br />'^` PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS
<br />WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S
<br />„ EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (CONTACT
<br />LOCAL JURISDICTION FOR ADDRESS AND TELEPHONE NUMBER).
<br />`- WHEN SIGN IS POSTED IN PATH OF TRAVEL, BOTTOM OF
<br />SIGN SHALL BE POSTED A MIN. OF 80" FROM FINISHED
<br />= GRADE. SIGN MAY ALSO BE CENTERED ON THE WALL AT
<br />THE INTERIOR END OF THE PARKING SPACE AT A
<br />o MINIMUM HEIGHT OF 60".
<br />m
<br />3" DIAMETER STANDARD GALVANIZED PIPE
<br />II
<br />FINISHED GRADE (SEE SITE PLAN)
<br />SLOPE TOP OF CONCRETE 2% AWAY FROM GALVANIZED PIPE.
<br />EMBED GALVANIZED PIPE IN 12" DIA. x 36"
<br />DEEP CONCRETE FOOTING
<br />I I^ .
<br />®I �` -SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH
<br />e. ` ENTRANCE TO THE OFF-STREET PARKING FACILITY. SEE
<br />SITE PLAN FOR LOCATIONS.
<br />..,; Li -PRIOR TO FABRICATION AND INSTALLATION OF SIGN,
<br />d CONTRACTOR SHALL OBTAIN ALL APPROPRIATE
<br />INFORMATION FOR BLANK SPACES OF SIGN.
<br />12"
<br />y�
<br />JMIN.
<br />�V� 1iWL1l/URK
<br />2"
<br />MIN.
<br />G6�.
<br />PARKING
<br />ONLY
<br />AMETER STANDARL^N17':' PIPE
<br />TOP OF CONCRETL ,
<br />GALVANIZED PIPE
<br />;HED GRADE (SEE SIT'- '.'.N"
<br />GALVANIZED PIPE IN 12"
<br />x 36" DEEP CONCRETE
<br />NG
<br />1/2" RADIUS
<br />RELECTORIZED METAL 70 SQ. IN. MINIMUM
<br />SIGN WITH BEADED TEXT OR EQUAL. SHALL
<br />BE PERMANENTLY POSTED IMMEDIATELY
<br />ADJACENT TO AND VISIBLE FROM EACH STALL.
<br />SYMBOLS AND LETTERS TO BE PAINTED WHITE
<br />ON DARK BLUE BACKGROUND.
<br />PROVIDE AN ADDITIONAL SIGN OR ADDED
<br />ON THE ACCESSIBLE STALL IDENTIFICATION
<br />SIGN STATING "MINIMUM FINE $250."
<br />SIGN TO READ "VAN -ACCESSIBLE" ONLY AT
<br />VAN -ACCESSIBLE SPACES. SEE TO SITE
<br />PLAN FOR ADDITIONAL INFORMATION.
<br />WHEN SIGN IS POSTED IN PATH OF TRAVEL,
<br />BOTTOM OF SIGN SHALL BE POSTED A MIN.
<br />OF 80" FROM FINISHED GRADE. SIGN MAY
<br />ALSO BE CENTERED ON THE WALL AT THE
<br />INTERIOR END OF THE PARKING SPACE AT
<br />A MINIMUM HEIGHT OF 60"
<br />-INTERNATIONAL SYMBOL OF ACCESSIBILITY
<br />SHALL CONSIST OF A WHITE FIGURE ON A BLUE
<br />BACKGROUND. THIS BLUE SHALL BE EQUAL TO
<br />COLOR NO. 15090 IN FEDERAL STANDARD 595C.
<br />-ALL STRIPES ON BORDER AND SYMBOL ARE TO BE
<br />3" WIDE AND WHITE.
<br />-PROVIDE TWO COATS OF PAINT AT STRIPES,
<br />BACKGROUND AND SYMBOL. ALLOW PAINT TO DRY
<br />COMPLETELY BETWEEN COATS.
<br />-LOCATE SYMBOLS AT CENTER OF STALLS AT
<br />INTERIOR END OF SPACE.
<br />CE
<br />ABBREWBATOOO bS
<br />m
<br />�ESPONSIBILTY DRAMMA91ITNTD]EX�
<br />FLASH. FLASHING
<br />1. THESE DRAWINGS CONTAIN ATTACHED TYPICAL STANDARD DETAILS MOST, OF
<br />TITLE SHEET
<br />STRL. STRUCTURAL
<br />FLUOR FLUORESCENT
<br />WHICH ARE DIAGRAMMATIC. CONTRACTOR IS HEREBY ADVISED TO ADOPT ONLY
<br />T.1 PROJECT DATA, SITE PLAN (REFERENCE ONL';), AND INDEX OF DRAWINGS
<br />SUSP. SUSPENDED
<br />F.O.C. FACE OF CONCRETE
<br />THOSE DETAILS AND SPECS APPLICABLE TO THE PARTICULAR PHASE OF WORK.
<br />ARCHITECTURAL DRAWINGS
<br />SYS. SYMMETRICAL
<br />F.O.F. FACE OF FINISH SOV SHUT-OFF VALVE
<br />2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL FIELD
<br />A.1 FLOOR PLAN, DEMOLITION PLAN, AND ARCHITECTURAL DETAILS
<br />F.O.S. FACE OF SHEATHING TRD. TREAD
<br />MEASUREMENTS AND CONDITIONS FOR CONFORMANCE WITH THE PLANS.
<br />A.2 REFLECTIVE CEILING PLAN AND ARCHITECTURAL DETAILS
<br />FPRF. FIREPROOFHOULD
<br />T.B.TBTOWEL BAR
<br />THE CONTRACTOR FIND ANY ERRORS, OMISSIONS OR DISCREPANCIES
<br />A.3 FINISHED FLOOR PLAN, INTERIOR ELEVATIONS,
<br />FS. FLOOR SINK T.C. TOP OF CURB
<br />IN THE PLANS WITH RESPECT TO THE FIELD OBSERVATIONS OR OTHER PARTS
<br />AND ARCHITECTURAL DETAILS
<br />FT. FOOT OR FEET TEL TELEPHONE
<br />OF THE PLANS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
<br />A.4 ARCHITECTURAL DETAILS
<br />FTG. FOOTING TER. TERRAZZO
<br />THE CONTRACTOR SHALL RESOLVE ALL THE ERRORS, OMISSIONS AND
<br />A,5 CALIFORNIA GREEN CODE CHECKLIST
<br />FURR. FURRING T.A.G. TONGUE AND GROOVE
<br />DISCREPANCIES BEFORE COMMENCING THAT PORTION OF THE WORK. ALL
<br />A.6 EQUIPMENT PLAN
<br />FUT. FUTURE THK. THICK
<br />CHANGES TO THE PLANS SHALL REQUIRE THE APPROVAL OF THE OWNER AND
<br />PLUMBING DRAWINGS
<br />GA. GAUGE
<br />GAL GALLONS T.P. TOP OF PAVEMENT
<br />ARCHITECT.
<br />3. THE DESIGN/BUILD CONTRACTORS SHALL BE FULLY AND SOLELY RESPONSIBLE
<br />P., PLUMBING PLAN AND PLUMBING DETAILS
<br />GALV. GALVANIZED T.P.D. TOILET PAPER DISPENSER
<br />AND LIABLE FOR ALL DESIGN ENGINEERING AND CONSTRUCTION FOR HIS/HER
<br />MECHANICAL DRAWINGS
<br />G.B. GRAB BAR T.V. TELEVISION
<br />PHASE OF THE WORK. AS INDICATED ON THESE DOCUMENTS BY THE ACT OF
<br />M.1 MECHANICAL PLAN AND MECHANICAL DETAILS
<br />G.C. GENERAL CONTRACTOR T.W. TOP OF WALL
<br />COMMENCING WORK ON THIS PROJECT, OR BY THEIR SIGNATURES ON
<br />M.2 ENERGY DOCUMENTATION FORMS
<br />GL. GLASS TYP. TYPICAL
<br />DRAWINGS, INCLUDED HEREIN OR TO BE SUBMITTED SEPARATELY FOR HIS
<br />ELECTRICAL DRAWINGS
<br />GND. GROUND UNE. UNFINISHED
<br />PROJECT. EACH CONTRACTOR HAS DIRECTLY AND INDIRECTLY ASSUMED FULLrASSESSOR'S
<br />LIGHTING PLAN, POWER PLAN, AND ELECTRICAL DETAILS
<br />GPF GALLONS PER FLOSH U.O.N. UNLESS OTHERWISE NOTED
<br />RESPONSIBILITY FOR THE DESIGN. ENGINEERING AND CONSTRUCTION OF
<br />C.C.
<br />GPM GALLONS PER HOOD UR. URINAL
<br />NS PER MINUTE U.G. UNDER GROUND
<br />HIS WORK INCLUDING, BUT NOT LIMITED TO, ACCURACY, COMPLETENESS
<br />AND COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES AND THE
<br />ACOUSTICAL
<br />p
<br />Q O �� O� DATA
<br />GR. GRADEUGST UNDERGROUND STORAGE TANKS
<br />GYP. GYPSUM
<br />REQUIREMENTS THE OWNER AND/OR TENANT.
<br />A.D.
<br />AREA DRAW
<br />LT.
<br />U.S. UNDER SLAB
<br />H.B. HOSE BIBS
<br />SI
<br />4. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER
<br />NOT IN CONTACT
<br />UTR UP THRU ROOF
<br />SCALED DIMENSIONS. PLAN SHALL BE SCALED ONLY WHERE FIGURES OR
<br />PARCEL NUMBER.
<br />H.C. HOLLOW CORE VERT. VERTICAL
<br />OTHER MEANS OF ASCERTAINING MEASUREMENTS ARE NOT GIVEN THERON, AND268-210-078
<br />=
<br />HDWD. HARDWOOD VEST. VESTIBULE
<br />THERE ONLY WHERE THE SCALE OF THE DRAWINGS IN QUESTION IS PLAINLYOPOSED
<br />USE.
<br />HOWE. HARDWARE 1Y y�gT
<br />MARKED. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE OF ALL
<br />RESTAURANT
<br />HOT. HEIGHT W/ WESTTIH
<br />DIMENSIONS AND CONDITIONS ON THE JOB, AND MIKE DE ALBA AND
<br />UPANCYi
<br />H.M. HOLLOW METAL W.C. WATER CLOSET
<br />ASSOCIATES, OR THEIR AGENTS SHALL BE NOTIFIED OF ANY VARIATIONS
<br />RESTAURANT: B
<br />HORZ. HORIZONTAL WD. WOOD
<br />FROM THE DIMENSIONS AND COND I T I ONS SHOWN BY THESE DRAWINGS.
<br />CONSTRUCTION TYPEe
<br />HR. HOUR W/0 WITH OUT
<br />5. THIS DRAWING, DESIGN AND/OR SPECIFICATIONS IS THE EXCLUSIVE
<br />RESTAURANT: VB
<br />HS. HAND SINK WP WATERPROOF
<br />PROPERTY OF MIKE DE ALBA AND ASSOCIATES. ITS ACCEPTANCE
<br />BUILDING AREAe
<br />IE INVERT ELEVATION WSCT. WAINSCOT
<br />I.D. INSIDE DIAMETER
<br />CONSTITUTES AN AGREEMENT THAT IT SHOULD BE TREATED AS A STRICTLY
<br />TENANT IMPROVEMENT: 1,385 SQ. FT.
<br />WT. WEIGHT
<br />CONFIDENTIAL DOCUMENT TO BE USED FOR NO PURPOSE OTHER THAN TO AID
<br />REMAINING SPACE: 3 165 SQ. FT.
<br />METAL
<br />IN THE ASSEMBLY, CONSTRUCTION OF OR OPERATION OF THE UNITS OR
<br />TOTAL BUILDING D AREA: 4,550 Sq. FT.
<br />ASPH.
<br />BD.
<br />ASPHALT
<br />BOARD
<br />MFR.
<br />MANUFACTURER
<br />68\
<br />2 n
<br />Lr O WIr
<br />w L�CJC
<br />Uv
<br />O �1
<br />U
<br />I�
<br />LC
<br />SYSTEM SHOWN FOR THIS SPECIFIC PROJECT ONLY OR AS OTHERWISE
<br />HATES?SL ISATOHBEIRETTURNED BY I�§ONYREpIUEESDE ANDAISANNOTSST0 BETES:
<br />COMMUNICATED,
<br />FIRE1. SPRINKLERS REQUIRED PER FIRE PREVENTION DEPARTMENT.
<br />TO
<br />BLDG.
<br />BLK.
<br />U V
<br />MIN.
<br />MIR.
<br />MINIMUN
<br />MIRRIOR
<br />SHOWN HORIZONTALLY
<br />DISCLOSED, OR COPIED. EXCEPT AS EXPRESSLY AUTHORIZED
<br />IN WRITING BY MIKE DE ALBA AND ASSOCIATES.
<br />2. PRIOR MODIFICATION OF OR ADDITION TO EXISTING FIRE
<br />SPRINKLER SYSTEM, GENERAL CONTRACTOR SHALL CONTACT THE
<br />BEAM
<br />1. A KNOX BOX KEY SAFE SHALL BE INSTALLED ON EACH SUITE AND AT THE FIRE CONTROL,
<br />6. ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES
<br />LOCAL FIRE DEPARTMENT TO IDENTIFY ALL REQUIREMENTS.
<br />ROOM. BOXES SHALL BE INSTALLED TO THE RIGHT OF THE MAIN ENTRANCE DOOR BETWEEN
<br />OF THE GOVERNING AGENCY AND LATEST ADOPTED EDITIONS OF THE
<br />3. SUBMIT PLANS TO AND OBTAIN PERMIT FROM THE FIRE
<br />4'-0" AND 6'-8" ABOVE FINISHED GRADE. KNOX BOXES MAY BE ORDERED ONLINE AT
<br />FOLLOWING:
<br />PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION
<br />WWW.KNOXBOX.COM
<br />2016 CALIFORNIA BUILDING CODE C C
<br />OR MODIFICATION.
<br />2. PREMISES ADDRESS IDENTIFICATION OF THE BUILDING SHALL BE PROV I DED AND PLACED IN
<br />201 6 CALIFORNIA MECHANICAL COD �c C )
<br />OCCUPANT LOAD. BASED ON 'B' OCCUPANCY
<br />POSITION THAT IS READILY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE
<br />2016 CALIFORNIA PLUMBING CODE C C
<br />331 SQ. FT. PREP AREA/UTILITY) X 1/200 = 1.6 LOAD
<br />PROPERTY. THE ADDRESS NEEDS '0 BE A MINIMUM 4" HIGH WITH A 1/2" THICK. THESE
<br />2016 CALIFORNIA BUILDING CODE CPC))
<br />2016 CALIFORNIA ELECTRICAL COD CFC)
<br />294 Sq. FT. SALES AREA) V 1/200 = 1.3 LOAD
<br />NUMBERS SHALL CONTRAST WITH WITH THEIR BACKGROUND.
<br />2016 CALIFORNIA ENERGY CODE (CEC
<br />479 SQ. FT. DINING) .' 1/15 = 31.0 LOAD
<br />5. ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL HAVE A MINIMUM CLASS III
<br />2016 CALIFORNIA RESI'DENTIAL CODE CRC)
<br />68 SQ. FT. (S)S UNISEX RESTROOM) X :i-',. 00 = 0.64 LOAD
<br />FIRE SPREAD RATING AS SPECIFIED BY CALIFORNIA BUILDING CODE, SECTION 803.
<br />2016 GREEN BUILDING SIANDARDS COD
<br />213 SQ. FT. STORAGE) X 1/:."' = 0.71 LOAD
<br />7. ALL INTERIOR VENEER SHALL COMPLY WITH CALIFORNIA BUILDING CODE SECTION, 803.
<br />2016 CALIFORNIA FIRE CODE (CFC)
<br />TOTAL = 35.25 LOAD
<br />8. ALL FINISH SURFACES OF WALL & CEILING MATERIALS SHALL NOT EXCEED A FLAME SPREAD
<br />7. THE GENERAL CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY
<br />35 OCCUPANT LOAD)
<br />RATING OF 200 AND SMOKE DENSITY RATING OF 450.
<br />EXISTING CONDITIONS AND PROGRESS OF THE WORK. ALL REASONABLE
<br />10. BUILDINGS UNDERGOING CONSTRUCTION ALTERNATION OR DEMOLITION SHALL BE IN
<br />SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER
<br />GRADING PNG
<br />ACCORDANCE WITH C.F.C. CHAPTER 14.
<br />SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY
<br />A GRADING PERMIT IS NOT REQUIRED FOR THIS PROJECT
<br />PERS Q
<br />11. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.
<br />ONS, AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES.
<br />RHE
<br />COMPLIANCE STATEMENT.
<br />14. EMERGENCY PLANS SHALL BE SUBMITTED TO FIRE PREVENTION FOR REVIEW AND APPROVAL
<br />8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION
<br />GEN
<br />PRIOR TO OCCUPANCY.
<br />OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND SHALL CORRELAT
<br />THIS PROJECT SHALL COMPLY WITH 2016 CBC, CMC, DEC, CPC, CEC,
<br />15. ANY TIME A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN
<br />ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES
<br />AND THE NONRESIDENTIAL CEC ENERGY STANDARDS.
<br />INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE .
<br />TO THE ARCHITECT FOR CLARIFICATION AND/OR CORRECTION PRIOR TO
<br />EXITINGi
<br />16. TWO EXIT OR EXIT ACCESS DOORS REQUIRED FOR A,B,E,F,M,U WHEN OCCUPANT LOAD
<br />BEGINNING ANY WORK.
<br />AREA: 1,320 SQ.FT.
<br />GREATER THAN 49. (CBC 1006.2.1)
<br />9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND
<br />OCCUPANT LOAD: 35, SEE OCCUPANT CALC FOR INDIVIDUAL
<br />17. DOORS MUST SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF
<br />COORDINATION OF ALL TRADES WITH GOVERNING AGENCIES AND SHALL
<br />AREAS/ ROOMS PER CBC TABLE 1006.2.1 ONE EXIT REQUIRED.
<br />50 OR MORE. (CFC 1010.1.2)
<br />PROVIDE ALL MATERIAL AND LABOR SHOWN AND INFERRED ON THESE PLANS
<br />EXITING:
<br />19. ANY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE MAXIMUM CAPACITY
<br />TO RENDER THE WORK COMPLETE.
<br />EXITS REQUIRED: 1 PER CBC TABLE 1006.2.1
<br />OF THE ROOM POSTED ON AN APPROVED SIGN IN A CONSPICUOUS PLACE NEAR THE MAIN
<br />10. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS
<br />EXITS PROVIDED: 1
<br />CORR. CORRIDOR P.LAM. PLASTIC LAMINATE
<br />ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY
<br />"NO PARKING" 12"
<br />EXIT FROM THE ROOM. SHOW DESIGN AND LOCATION ON THE PLANS. (C.F.0 1004.3)
<br />AND PRIOR TO COMMENCEMENT OF WORK.
<br />EXIT WIDTH CALCULATION:
<br />20. PROVIDE ILLUMINATED EXIT SIGNS READILY VISIBLE FROM ANY DIRECTION OF EGRESS
<br />11. THE ARCHITECT DRAWINGS SHOW SPECIFIC DETAIL OF CONSTRUCTION FOR
<br />OCCUPANT LOAD: 35
<br />TRAVEL (C.B.C. 1013.1).
<br />ARCHITECTURAL STYLE AND STRUCTURAL INTEGRITY, WHERE SPECIFIC
<br />35 X 0.2 = 7.0 TOTAL MINIMUM
<br />25. PRIOR TO THE FRAME INSPECTION, APPROVED FIRE SPRINKLER AND/OR FIRE ALARM PLANS
<br />DETAILS ARE NOT SHOWN, CONSTRUCTION METHODS SHALL BE OF A SIMILAR
<br />EXIT WIDTH PROVIDED:
<br />MUST BE ON SITE FOR THE FIRE BUILDING INSPECTOR.
<br />NATURE.
<br />2 DOOR= 72"
<br />28. PROVIDE PORTABLE FIRE EXTINGUISHER'S PER NFPA 10, 2A-1 OBC RATED MINIMUM PROVIDE
<br />12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING,
<br />TOTAL: 72">7.0 THEREFORE OK
<br />ONE PORTABLE FIRE EXTINGUISHER FOR EVERY 3,000 S.F. WITH A MAXIMUM TRAVEL
<br />FITTING, PATCHING, ETC., THAT IS REQUIRED TO COMPLETE THE WORK
<br />PLUMBING FIXTURE CALCULATIONi
<br />DISTANCE OF 75'.
<br />OR TO PREPARE TO RECEIVE WORK FROM OTHER TRADES.
<br />CPC 422.2.3 IN 'B' AND M' OCCUPANCIES WITH A TOTAL OCCUPANT
<br />29. PRIOR TO MODIFICATION OF OR ADDITION TO EXISTING FIRE SPRINKLER SYSTEM
<br />T TIMES KEEP THE PREMISES FREE FROM ACLU- 13. ALL TRADES SHALL A ALL
<br />LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE
<br />GENERAL CONTRACTOR SHALL CONTACT THE LOCAL FIRE DEPARTMENT TO IDENTIFY AL
<br />TI WASTE MATERIALS OR i2UBBISH CALLED BY HIS OPERATIONS AT
<br />LA ON OF
<br />TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT
<br />REQUERIMENTS SUBMIT PLANS TO AND OBTAIN PERMIT FORM THE FIRE PREVENTION BUREAU
<br />THE COMPLETION OF THE WORK REMOVE ALL RUBBISH TOOLS SCAFFOLDING
<br />A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES.
<br />FOR FIRE ALARM SYSTEM INSTALLATION OR MODIFICATIONS. ANY MAGNETIC DOOR
<br />SURPLUS MATERIALS, AND LEAVE THE JOB IN A BROOM CLEAN CONDITION.
<br />SPACES WITH ONE EXIT OR EXIT ACCESSr
<br />SECURITY DEVICES WILL NEED TO BE INTEGRATED AND APPROVED WITH THE FIRE ALARM
<br />14. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING,
<br />CBC TABLE 1006.2.1 ALL A','B','M' DOOR WAY OCCUPANCIES WITH A
<br />SYSTEM PRIOR TO MOFICATION
<br />GUYS, ETC., TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL
<br />MAXIMUM OCCUPANT LOAD OF 49 REQUIRE ONE EXIT.
<br />STALL AND IN SIGHT 9'-0" MIN. 8'-0"
<br />IMPOSED LOADS THAT MAY OCCUR DURING ERECTION UNTIL SUBSEQUENT
<br />CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING AND SUPPORTS.
<br />15. THE ARCHITECT SHALL, AT ALL TIMES, HAVE FULL ACCESS TO ALL PHASES
<br />WHITE THAT CONTRAST WITH
<br />^�,0 ���
<br />((vim" e e V 0 p H
<br />����0 ���� ����®ten CODE
<br />EQUIPMENT
<br />SH.
<br />CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO
<br />OF WORK. THE GENERALQ
<br />FACILITATE INSPECTIONS BY THE ARCHITECT.
<br />11
<br />WHILE OCCUPIED FOR
<br />16.THE OWNER MAY ORDER CHANGES IN THE WORK WITHIN THE GENERAL SCOPE
<br />CITY OF LATHROP BUILDING DEPARTMENT
<br />1. ROOF (R-38) AND WALL (R-19) INSULATION R -VALUES DETAILED ON PLAN TO FORM A
<br />OF THE PLAN CONSISTING OF ADDITIONS, DELETIONS AND/OR OTHER
<br />BUILDINGS 390 TOWNIE CENTRE DR.
<br />COMPLETE ENCLOSED ENVELOPE TO COMPLY WITH 2016 CA. ENERGY CODE
<br />REVISIONS. THE CONTRACTOR'S SUM BEING ADJUSTED ACCORDINGLY. ALL
<br />LATHROP, CA. 95330
<br />2. GLAZING SHCC (0.96) AND V -VALUE (0.93) DETAILED ON THE PLAN TO COMPLY WITH
<br />SUCH CHANGES IN THE WORK SHALL BE AUTHORIZED BY CHANGE ORDER.
<br />209-941-7270
<br />2016 CA. ENERGY CODE.
<br />17.PROVIDE TEMPORARY SANITARY FACILITIES FOR THE USE OF ALL EMPLOYED
<br />SAN JOAQUIN COUNTY
<br />3. DEMISING WALLS DETAILED ON PLANS TO SEPARATE CONDITIONED SPACE FROM
<br />PERSONNEL ON THE PROJECT.THE FACILITIES SHALL BE COMPLETELY
<br />ENVIRONMENTAL SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH
<br />'iF.ALTH
<br />NON -CONDITIONED AREAS WITH AN INSTALLED R -VALUE OF NO LE: '. -HAN .- TO COMPLY
<br />PORTABLE
<br />DEPARTMENT 1866 E. HAZELTON AVE.
<br />1868STOCE.
<br />WITH 2016 CA. ENERG" CODE. 1N ICF'
<br />19.GENERAL CONTRACTOR SHALL INSURE THAT ALL WORK IS DONE IN A q
<br />iFrZOD SERVICE AND
<br />WORKMANLIKE MANNER BY _', 'ED MECHANICS AND SHALL REPLACE ANY
<br />CA. 957-.
<br />S.N.D.
<br />S.N.R.
<br />MATERIAL OR ITEMS DAMAGED BY SUBCONTRACTORS AND SUPPLIERS ARE
<br />BY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EF+:,,'
<br />,d:nDERGROUND TANKS. 209-468-3420
<br />•
<br />D
<br />OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT
<br />TOTAL
<br />PARKING
<br />SPACES
<br />TOTAL
<br />ACCESSIBLE
<br />STALLS
<br />1-25
<br />1
<br />26-50
<br />2
<br />51-75
<br />3
<br />76-100
<br />4
<br />101-150
<br />5
<br />151-200
<br />6
<br />201-300
<br />7
<br />301-400
<br />8
<br />401-500
<br />9
<br />501-1000
<br />2% MINIMUM
<br />800-1000
<br />2% MINIMUM
<br />1001 AND
<br />OVER
<br />20 + 1 FOR EACH
<br />100 OR FRACTION
<br />THEREOF OVER
<br />000
<br />THE LOCATION OF THE RAMP MAY VARY BUT ,nA r
<br />)MPLY WITH
<br />EXTENT AND OVERLAP OF EACH OTHERS WORK AND TO SUCCESSFULLY COMPL
<br />INSUL
<br />O
<br />STATE AND LOCAL STANDARDS. RAMP SHALL NST cc
<br />CCATED IN
<br />THE EXECUTION OF ALL THE WORK. ALL SUBCONTRACTOR WORKMANSHIP WIL
<br />ANGLE
<br />���:::/// Y YVY�
<br />INTERIOR
<br />DESIGNATED LOADING ZONE.
<br />PAINTED WHITE
<br />BE OF QUALITY TO PASS INSPECTIONS BY LOCAL AUTHORITIES, LENDING
<br />'
<br />IPS.
<br />INTERIOR PAINT SYSTEM
<br />ALLOWABLE ANGLES FOR HANDICAP PARKING STALLS:
<br />45, 50, 60, 75 AND 90
<br />30, 40,
<br />INSTITUTIONS, DESIGNER, OR BUILDER. ANY ONE OR ALL THE ABOVE
<br />MENTIONED INSPECTORS MAY INSPECT WORKMANSHIP AT ANYTIME, AND ANY
<br />BUILDING
<br />A SECTION
<br />SECTION
<br />IDENTIFICATION
<br />p
<br />CONCRETE WHEEL STOPS, WHEN PROVIDED, SHALL
<br />MEASURE 48"
<br />CORRECTIONS NEEDED TO ENHANCE THE QUALITY OF BUILDING WILL BE
<br />SHEET WHERE
<br />SECTION
<br />JOINT
<br />DETAIL
<br />REQUIRED BY THE TABLE ABOVE AT LEAST ONE SHALL BE A
<br />DONE IMMEDIATELY.
<br />ic nRAWN
<br />KIT.
<br />GRID DESIGNATION
<br />MIN. IN LENGTH AT ACCESSIBLE STALLS.
<br />SURFACE OF THE PARKING AREA & ACCESS AISLE SHALL NOT
<br />EXCEED 2% SLOPE IN ANY DIRECTION
<br />RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING
<br />ZONES PARKING SPACES OR VEHICULAR TRAFFIC LANES
<br />SECTION
<br />ION IDENTIFICATION
<br />T WHERE SECTION
<br />O
<br />O LETTERS IN ONE DIRECTION
<br />NUMERS IN THE OTHER
<br />DIRECTION
<br />DOOR NUMBER
<br />O
<br />WINDOW TYPE
<br />O
<br />OEQUIPMENT NUMBER
<br />-REVISION
<br />CLOUD AROUND REVISION
<br />OPTIONAL
<br />WORK POINT
<br />CONTROL POINT
<br />OR DATUM POINT
<br />DIMENSIONAL PLACEMENT AT CURB
<br />&
<br />AND
<br />INSUL
<br />INSULATION
<br />IS DRAWN
<br />"NO PARKING" LETTERS SHALL BE A MIN. OF 12" IN HEIGHT &
<br />L
<br />ANGLE
<br />INT.
<br />INTERIOR
<br />PAINTED WHITE
<br />®
<br />AT
<br />IPS.
<br />INTERIOR PAINT SYSTEM
<br />-K/
<br />CL
<br />CENTERLINE
<br />JAN.
<br />JANITOR
<br />CA
<br />FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES
<br />0
<br />DIMETER OR ROUND
<br />JT.
<br />JOINT
<br />DETAIL
<br />REQUIRED BY THE TABLE ABOVE AT LEAST ONE SHALL BE A
<br />#
<br />POUND OR NUMBER
<br />KIT.
<br />KITCHEN
<br />A DETAIL IDENTIFICATION
<br />VAN PARKING SPACE THAT COMPLIES.
<br />ABC
<br />ABOVE CEILING
<br />LAB.
<br />LABORATORY
<br />- SHEET WHERE DETAIL
<br />DIAMETER
<br />A.B.
<br />A.B.A.
<br />AGGREGATE BASE
<br />AMERICAN DISABILITY
<br />LAM.
<br />LAMINATE
<br />IS DRAWN
<br />A.C.
<br />ASPHALTIC CONC.
<br />LAV.
<br />LAVATORY
<br />C.C.
<br />CENTER TO CENTER
<br />ACOUS.
<br />ACOUSTICAL
<br />LKR.
<br />LOCKER
<br />INTERIOR ELEVATION(S)
<br />EDGE NEAREST THE CURB LINE IS 6"
<br />A.D.
<br />AREA DRAW
<br />LT.
<br />LIGHT
<br />N.I.C.
<br />NOT IN CONTACT
<br />ADJ.
<br />ADJUSTABLE
<br />M.P.D.
<br />MULTIPLE PRODUCT DISPENSER
<br />ELEVATION IDENTIFICATION
<br />=
<br />AFF
<br />ABOVE FINISH FLOOR/GRADE
<br />MAX.
<br />MAXIMUM
<br />- SHEET ELEVATION IS ON
<br />0
<br />PCGR.
<br />AGGREGATE
<br />MBH
<br />1000 BRITISH THERMAL UNITS
<br />VIEW OF ELEVATION SHADED
<br />= TAPERED EDGES
<br />AL.
<br />AS
<br />ALUMINUM
<br />ACCESS PANEL
<br />M.C.
<br />MEDICINE CABINET
<br />EXISTING CONTOURS
<br />WHERE EXPOSED
<br />iv
<br />APPROX.
<br />ASB.
<br />APPROXIMATE
<br />ASBESTOS
<br />MECH.
<br />MEMS.
<br />MECHANICAL
<br />MEMBRANE
<br />O
<br />NEW FINISH GRADE
<br />C;
<br />�. TOP
<br />OF PAVEMENT
<br />MTL.
<br />METAL
<br />DRAWN 045'
<br />.45" ® TOP
<br />ASPH.
<br />BD.
<br />ASPHALT
<br />BOARD
<br />MFR.
<br />MANUFACTURER
<br />68\
<br />DETECTABLE WARNING
<br />BITUM.
<br />BITUMINOUS
<br />MI
<br />MANHOLE
<br />EXISTING GRADE
<br />SURFACE BY "ALERTMAT"
<br />BLDG.
<br />BLK.
<br />BUILDING
<br />BLOCK
<br />MIN.
<br />MIR.
<br />MINIMUN
<br />MIRRIOR
<br />SHOWN HORIZONTALLY
<br />BM
<br />BEAM
<br />MISC.
<br />MISCELLANEOUS
<br />REGISTER
<br />O
<br />O LETTERS IN ONE DIRECTION
<br />NUMERS IN THE OTHER
<br />DIRECTION
<br />DOOR NUMBER
<br />O
<br />WINDOW TYPE
<br />O
<br />OEQUIPMENT NUMBER
<br />-REVISION
<br />CLOUD AROUND REVISION
<br />OPTIONAL
<br />WORK POINT
<br />CONTROL POINT
<br />OR DATUM POINT
<br />DIMENSIONAL PLACEMENT AT CURB
<br />O (o "
<br />io',�
<br />BOT.
<br />BOTTOM
<br />M.O.
<br />MASONRY OPENING
<br />TOP
<br />OF WALL
<br />D QCCEOMDSE MOM
<br />RAMP. THE DETECTABLE WARNING
<br />BTU
<br />BRITISH THERMAL UNITS
<br />MS
<br />MOP SINK
<br />-K/
<br />PROPERTY LINE
<br />SURFACE SHALL EXTEND 36 MINIMUM
<br />� � ���� (01
<br />`pl
<br />CA
<br />COMPRESSED AIR
<br />STD.
<br />MOUNTED
<br />IN THE DIRECTION OF TRAVEL FOR
<br />n
<br />DET.
<br />CAB.
<br />CABINET
<br />MUL.
<br />MULLION
<br />ACCESSIBLE PARKING
<br />THE FULL WIDTH OF THE CURB RAMP
<br />N
<br />DIAMETER
<br />C.B.
<br />CATCH BASIN(N)
<br />w
<br />NEW
<br />/top
<br />NEW OR FINISHED CONTOURS
<br />AND SHALL BE LOCATED SO THAT THE
<br />'l (ij; Cd)
<br />O
<br />C.C.
<br />CENTER TO CENTER
<br />N.
<br />NORTH
<br />OF CURB
<br />78
<br />EDGE NEAREST THE CURB LINE IS 6"
<br />Q.T.
<br />QUARRY TILE
<br />CCTV
<br />CLOSED CIRCUIT TELEVISION
<br />N.I.C.
<br />NOT IN CONTACT
<br />_
<br />ON.
<br />DOWN
<br />MINIMUM AND 8" MAXIMUM FROM THE
<br />RISER
<br />CEM.
<br />CEMENT
<br />NO.OR #
<br />NUMBER
<br />h'
<br />DOOR OPENING
<br />RAD.
<br />CURB LINE. (CURB LINE MEANS A
<br />(' ©�
<br />CER.
<br />CERAMIC
<br />NOM.
<br />NOMINAL
<br />DOOR
<br />-
<br />EXISTING CONTOURS
<br />LINE AT THE FACE OF THE CURB THAT
<br />C.I.
<br />CAST IRON
<br />N.T.S.
<br />NOT TO SCALE
<br />�. TOP
<br />OF PAVEMENT
<br />p
<br />MARKS THE TRANSITION BETWEEN THE
<br />.35
<br />.45" ® TOP
<br />C.G.
<br />CORNER GUARD
<br />N.P.T.
<br />NATIONAL PIPE THREAD
<br />REFRIGERATOR
<br />o
<br />SIDEWALK AND GUTTER OR ROADWAY).
<br />.9" ® BASE
<br />CCG.
<br />CEILING
<br />N.S.F.
<br />NATIONAL SANTATION
<br />N
<br />DWG.
<br />DRAWING
<br />RGTR.
<br />REGISTER
<br />piµ yl
<br />TRUNCATED DOME
<br />CLD. CLOSET FOUNDATION
<br />CLKG. CAULKING O.A. OVERALL
<br />i F
<br />mx
<br />(E)
<br />CLR.
<br />CLEAR
<br />OBS.
<br />OBSCURE
<br />8' MIN. AISLE WIDTH
<br />a.
<br />-"'oCo
<br />o J
<br />w
<br />E.
<br />EAST
<br />REQ...
<br />REQUIRED
<br />C.M.U.
<br />CONC. MASONRY UNIT
<br />OFD
<br />OVERFLOW DRAIN
<br />EACH
<br />RESL.
<br />RESIDENT
<br />F
<br />COL. COLUMN OH OVERHEAD
<br />ACCESSIBLE" PARKING SPACES.o
<br />"��
<br />CONIC.
<br />CONCRETE
<br />POC'S
<br />POINT OF CONNECTION
<br />a w w
<br />EL.
<br />CONN.
<br />CONNECTION
<br />P.F.
<br />PER FOOT
<br />5' MIN. AISLE WIDTH
<br />REQUIRED AT CAR ACCESSIBLE
<br />iO-
<br />ELEC.
<br />ELECTRICAL
<br />CONSTR.
<br />CONSTRUCTION
<br />PRCST.
<br />PRECAST
<br />R.W.L.
<br />CONT.
<br />CONTINOUS
<br />PL.
<br />PLATE
<br />0. STREET
<br />ELEV.
<br />ELEVATOR
<br />S
<br />_
<br />CORR. CORRIDOR P.LAM. PLASTIC LAMINATE
<br />"NO PARKING" 12"
<br />EMER.
<br />CTSK.
<br />COUNTERSUNK
<br />PLAS.
<br />PLASTER
<br />EAST LOUISE AVE.
<br />HIGH IN WHITE PAINT.
<br />p Ai LFl1WI1HQ 34QLL FIN. FINISH STS. STEEL
<br />STOR RA
<br />N.T.S.
<br />MIKE DE ALBA
<br />AND
<br />ASSOCIATES
<br />5129 N. FIRST STREET TEL: 559-225-2800
<br />FRESNO, CA. 93710 FAX: 559-225-1122
<br />E-MAIL:INF O•MIKEDEALBA.COM
<br />CONSTRUCTION ADMINISTRATION
<br />TRUNCATED DOMES ARE REQUIRED TO BE
<br />TENANT IMPROVEMENTS
<br />ROOM ADDITIONS
<br />CNTR.
<br />COUNTER
<br />PLYWD.
<br />PLYWOOD
<br />D QCCEOMDSE MOM
<br />FULL WIDTH AND LENGTH AT RAMP
<br />CTR.
<br />DBL.
<br />CENTER
<br />DOUBLE
<br />PR.
<br />PT.
<br />PAIR
<br />POINT
<br />SURFACES SHOWN PER CBC 2016
<br />DEPT.
<br />D.F.
<br />DEPARTMENT
<br />DOUGLAS FIR
<br />P.T.D.
<br />P.T.D.F.PRESSURE
<br />PAPER TOWEL DISPENSER
<br />TREATED DOUGLAS
<br />ACCESSIBLE ROUTE
<br />DET.
<br />DETAIL
<br />FUR.
<br />ACCESSIBLE PARKING
<br />DIA.
<br />DIAMETER
<br />PTN.
<br />PARTITION
<br />w
<br />SIGN PER DETAIL ;.'�_•..;
<br />-
<br />DIM.
<br />DIMENSION
<br />P.T.R.
<br />PAPER TOWEL RECEPTACLE
<br />-�
<br />D/T.1 ..+;-
<br />DISP.
<br />DISPENSER
<br />Q.T.
<br />QUARRY TILE
<br />_
<br />ON.
<br />DOWN
<br />R.
<br />RISER
<br />'
<br />D.O.
<br />DOOR OPENING
<br />RAD.
<br />RADIUS -
<br />W
<br />DR.
<br />DOOR
<br />R.D.
<br />ROOF DRAIN
<br />o
<br />DWR.
<br />DRAINER
<br />REF.
<br />REFERENCE
<br />p
<br />ANGLE OF PARKING SPACE.F
<br />a
<br />DS.
<br />DOWNSPROUT
<br />REFR.
<br />REFRIGERATOR
<br />o
<br />EQUALS 30' TO 90'
<br />zw o
<br />D.S.P.
<br />SRY STANDPIPE
<br />RGTR.
<br />REFRIGERATOR
<br />N
<br />DWG.
<br />DRAWING
<br />RGTR.
<br />REGISTER
<br />4" WHITE STRIPE.
<br />i F
<br />mx
<br />(E)
<br />EXISTING
<br />RE INF.
<br />REINFORCED
<br />D
<br />8' MIN. AISLE WIDTH
<br />a.
<br />-"'oCo
<br />o J
<br />w
<br />E.
<br />EAST
<br />REQ...
<br />REQUIRED
<br />REQUIRED AT "VAN
<br />Z N
<br />-Io w
<br />EA.
<br />EACH
<br />RESL.
<br />RESIDENT
<br />F
<br />ACCESSIBLE" PARKING SPACES.o
<br />"��
<br />EJ.
<br />EXPANSION JOINT
<br />RM.
<br />ROOM
<br />a w w
<br />EL.
<br />ELEVATION
<br />R.O.
<br />ROUGH OPENING
<br />5' MIN. AISLE WIDTH
<br />REQUIRED AT CAR ACCESSIBLE
<br />iO-
<br />ELEC.
<br />ELECTRICAL
<br />RWD.
<br />REDWOOD
<br />R.W.L.
<br />RAIN WATER LEADER
<br />PARKING SPACES.
<br />ELEV.
<br />ELEVATOR
<br />S
<br />SOUTH
<br />"NO PARKING" 12"
<br />EMER.
<br />EMERGENCY
<br />S.C.
<br />SOLID CORE
<br />Y
<br />HIGH IN WHITE PAINT.
<br />ENOL.
<br />ENCLOSURE
<br />S.C.D.
<br />SEAT COVER DISPENSER
<br />INTERNATIONAL SYMBOL OF (7�
<br />E.P.
<br />ELECTRICAL PANEL BOARD
<br />SCHED.
<br />SCHEDULE
<br />PROJECT SITE.
<br />ACCESSIBILITY STALL TO
<br />ITHIN THE BLUE BORDER,
<br />EPS.
<br />EXTERIOR PAINT SYSTEM
<br />S.D.
<br />SOAP DISPENSER
<br />18809 HARLAN ROAD
<br />BE LOCATED AT CENTER OF
<br />HATCHED LINES SHALL BE
<br />EQ.
<br />EQUAL
<br />SECT.
<br />SECTION
<br />LATHROP, CA. 96880
<br />STALL AND IN SIGHT 9'-0" MIN. 8'-0"
<br />WHITE THAT CONTRAST WITH
<br />E.W.
<br />EQUIPMENT
<br />SH.
<br />SHELF
<br />WHILE OCCUPIED FOR
<br />THE PARKING SURFACE.
<br />E.W.C.
<br />ELECTRIC WATER COOLER
<br />SHR.
<br />SHOWER
<br />ENFORCEMENT CONTROL.
<br />EXPO.
<br />EXPOSED
<br />SHT.
<br />SHEET
<br />SINGLE PARKING STALL
<br />EXP. EXPANSION SIM.
<br />EXT. EXTERIOR
<br />SIMULAR
<br />F.A.
<br />FIRE ALARM
<br />S.N.D.
<br />S.N.R.
<br />SANITARY NAPKIN DISPENSER
<br />SANTARY NAPKIN RECEPTACLE
<br />F.B.
<br />FLAT BAR
<br />SPEC.
<br />SPECIFICATION
<br />F.D.
<br />FLOOR DOWN
<br />SQ.
<br />SQUARESS.
<br />FDN.
<br />FOUNDATION
<br />STAINLESS STEEL
<br />FE.
<br />FIRE EXTINGUISHER
<br />S.SK.
<br />SERVIES SINK
<br />F..E.C.
<br />FIRE EXTINGUISHER CAB.
<br />STA
<br />STATION
<br />F H C
<br />FIRE HOSE CABINET
<br />ST ."
<br />STANDARD
<br />-
<br />p Ai LFl1WI1HQ 34QLL FIN. FINISH STS. STEEL
<br />STOR RA
<br />N.T.S.
<br />MIKE DE ALBA
<br />AND
<br />ASSOCIATES
<br />5129 N. FIRST STREET TEL: 559-225-2800
<br />FRESNO, CA. 93710 FAX: 559-225-1122
<br />E-MAIL:INF O•MIKEDEALBA.COM
<br />CONSTRUCTION ADMINISTRATION
<br />NEW CONSTRUCTION
<br />TENANT IMPROVEMENTS
<br />ROOM ADDITIONS
<br />ENERGY DOCUMENTATION
<br />CAD DRAFTING
<br />I
<br />REMODELS
<br />CONSULTING
<br />© 2017 MIKE DE ALBA & ASSOCIATES
<br />OWNER:
<br />HALLAIAN HOMES
<br />AND PROPERTIES
<br />7589 N. NILSON AVENUE, SUITE 104
<br />FRESNO, CA. 93711
<br />559-439-5339
<br />DRAWINGS PREPARED FOR:
<br />CENTRAL VALLEY
<br />ICE, INC.
<br />2930 GEER ROAD #174
<br />TURLOCK, CA. 95282
<br />209-416-5154
<br />REVISIONS
<br />NO. DESCRIPTION DATE
<br />1 ARCHITECT'S SEAL 1
<br />JOB# 170401 115ntt I NV
<br />DATE3-0ct-17 O
<br />SCALE: AS NOTED
<br />DRAWN BY:IRG
<br />APPROVED BY: MIKE DE ALBA
<br />
|