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o a'" San Joaquin County
<br /> a cZ Environmental Health Department
<br /> 1868 E. Hazelton Ave.
<br /> • Stockton, CA 95205 ■
<br /> (209) 468-3420 ARCHITECTURE
<br /> APPROVED WITH CONDITIONS
<br /> For conditions, please see approval letter dated: 6/12/18 H I H W A T E R B R E W F R Y
<br /> Approved by: 61 Hwy Date: Jun 12, 2018
<br /> ARCHITECT
<br /> NJ ASSOCIATES
<br /> 22769 N BENDER ROAD
<br /> ACAMPO CA 95220
<br /> 209.727.2040
<br /> www.njaarchitecture.com
<br /> GENERAL NOTES: SYMBOL LEGEND: ABBREVIATIONS: PROJECT DIRECTORY: VICINITY MAP: CLIENT
<br /> HIGH WATER BREWING
<br /> 1. ON-SITE VERIFICATION OF ALL DIMENSIONS AND DETAILS SHALL BE THE RESPONSIBILITY OF ABV. ABOVE JST. JOIST OWNER: ^W ^
<br /> THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR FOR HIS INDIVIDUAL WORK.THE 1 ACOUS. ACOUSTICAL JT. JOINT
<br /> OWNER OR ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE FOUND PRIOR TO A.C.T. ACOUSTICAL CEILING TILE LAM. LAMINATE Steve Altimari
<br /> Wdocthic:ci�
<br /> COMMENCING ANY WORK.THE RESPONSIBILITY FOR WORK COMPLETED WITHOUT PROPER A.D. AREA DRAIN LAV. LAVATORY High Water Brewing
<br /> NOTIFICATION SHALL BE BORNE BY THE INDIVIDUAL CONTRACTOR INVOLVED. ADJ. ADJUSTABLE LB. POUND(S) 927 INDUSTRIAL WAY .�.�
<br /> 2. THE CONTRACT DOCUMENTS INDICATE THE EXTENT AND APPROXIMATE LOCATION OF 1. GRID LINE REFERENCE A.F.F. ABOVE FINISH FLOOR LDG. LANDING LODI CA 95240
<br /> ELEMENTS OF THE BUILDING AND SITE.ALL CONDITIONS,LOCATIONS,DEVICES AND + A ALT. ALTERNATE LT. LIGHT �'' e.4 B s PROJECT
<br /> ELEMENTS SHALL BE VERIFIED BYTHE CONTRACTOR PRIOR TO COMMENCING THE WORK. ALUM. ALUMINUM MAX. MAXIMUM steve@highwaterbrewing.com
<br /> 3. ALL WORK PERFORMED IN CONNECTION WITH THESE CONTRACT DOCUMENTS SHALL I APPROX.APPROXIMATE MECH. MECHANICAL 530-440-9098 x """ .�" "w. """ HIGH WATER BREWING
<br /> COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(ADA),ALL APPLICABLE STATE AND ARCH. ARCHITECT MEMB. MEMBRANE '"" "°'" 927 INDUSTRIAL WAY
<br /> LOCAL CODES,ORDINANCES,AND ZONING REGULATIONS IN EFFECT AT THE TIME OF B.O. BOTTOM OF MFR. MANUFACTURER o �"- Led `"°"" LODI CA 95240
<br /> CONSTRUCTION.THIS PROJECT SHALL COMPLY WITH TITLE 24,2013 CBC,CMC,CPC,CFC, BALC. BALCONY MIN. MINIMUM ARCHITECT:
<br /> CEC BASED ON THE 2013 CALIFORNIA ENERGY STANDARDS." BD. BOARD MISC. MISCELLANEOUS A " SITE LOCATION
<br /> 4. IT SHALL BE UNDERSTOOD THATTHE INTENT OF THESE CONSTRUCTION DOCUMENTS IS TO ELEV.0.00 BTWN. BETWEEN M.O. MASONRY OPENING NJ ASSOCIATES .".a "" •
<br /> CONSTRUCTTHE FACILITY IN ACCORDANCE WITH THE APPLICABLE CODES AND 5. ELEVATION/DATUM REFERENCE TO BLDG. BUILDING MTD. MOUNTED JOHN VIERRA "
<br /> ORDINANCES.SHOULD ANY CONDITION BE UNCOVERED OR DEVELOP DURING THE BLKG. BLOCKING MTL. METAL 22769 N BENDER ROAD
<br /> EXECUTION OF THESE DOCUMENTS,WHICH IS NOT DEFINED HEREIN,THE CONTRACTOR BLW. BELOW N. NORTH ACAMPO CA 95220
<br /> SHALL CEASE WORK AND NOTIFY THE ARCHITECT AT ONCE." BM. BEAM N.I.C. NOT IN CONTRACT "
<br /> 5. THE TYPICAL DETAILS SHOWN IN THESE PLANS SHALL APPLY IN ALL SIMILAR CASES UNLESS1 DRAWING NUMBER BOTT. BOTTOM NO. NUMBER CONTACT:
<br /> 6. EXTERIOR ELEVATION
<br /> SPECIFICALLY NOTED OTHERWISE. WHERE NO DETAIL IS SHOWN,CONSTRUCTION SHALL BE A3.00 SHEET NUMBER BRKT. BRACKET NOM. NOMINAL JOHN VIERRA s M
<br /> AS INDICATED FOR OTHER SIMILAR WORK AND,OR APPLICABLE INDUSTRY PRACTICE. B.U.R. BUILT UP ROOF N.T.S. NOT TO SCALE JOHN@DELTABLDGS.COM
<br /> 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF INSTALLATION, C.G. CORNER GUARD O.P. OVERFLOW PIPE
<br /> INSPECTION,AND FINAL APPROVAL OF ALL UTILITIES." CAB. CABINET OA. OVERALL
<br /> 7. VERIFY ALL DIMENSIONS,EXISTING CONDITIONS,AND METHODS OF CONSTRUCTION PRIOR 4 DRAWING NUMBER CALK. CAULKING O.C. ON CENTER
<br /> TO START OF ANY WORK.NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES." 7. BUILDING SECTION A4.00 SHEET NUMBER CEM. CEMENT O.D. OUTSIDE DIAMETER PROJECT DATA: SHEET INDEX:
<br /> 8. IT IS NOT THE INTENT OF THESE CONTRACT DOCUMENTS TO SEPARATE THE WORK INTO CER. CERAMIC OFF. OFFICE
<br /> SUBTRADE DIVISIONS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO C.J. CONTROL JOINT O.H. OPPOSITE HAND
<br /> DIVIDE THE WORK AND ORGANIZE ALL WORK AS REQUIRED TO COMPLETE THE WORK AS CLG. CEILING OPG. OPENING REFERENCE DESCRIPTION INTERPRETATION GENERAL
<br /> INTENDED BY THESE DOCUMENTS." CLOS. CLOSET OPP. OPPOSITE - G0.0 COVER SHEET
<br /> 9. SITE DEVELOPMENT AND GRADING SHALL PROVIDE ACCESS TO PRIMARY ENTRANCES AND 4 DRAWING NUMBER CLR. CLEAR PART. PARTITION DESCRIPTION G2.0 LIFE SAFETY PLAN
<br /> NORMAL PATHS OF TRAVEL,AND SHALL INCORPORATE PEDESTRIAN RAMPS,CURB RAMPS, 8. WALL SECTION C.O. CASED OPENING PERM. PERIMETER SCOPE
<br /> A4.10 SHEET NUMBER G3.0 SIGNAGE DETAILS
<br /> ETC.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12,OR AS NOTED ON THESE COL. COLUMN P.G. PAINT GRADE G4.0 ACCESSIBILITY DETAILS
<br /> CONSTRUCTION DOCUMENTS.ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF IT'S CONC. CONCRETE P.LAM. PLASTIC LAMINATE
<br /> SLOPE IS GREATER THAN 1 FT.RISE IN 20 FT.RUN (5%)" 1 CONT. CONTINUOUS PLAS. PLASTER G5.0 ACCESSIBILITY STANDARDS
<br /> 10. EACH PARKING FACILITY WHERE PARKING IS PROVIDED FOR THE PUBLIC,GUESTS OR DRAWING NUMBER CPT. CARPET PLYWD. PLYWOOD
<br /> EMPLOYEES SHALL PROVIDE ACCESSIBLE PARKING AND LOADING STALLS DESIGNATED 9. INTERIOR ELEVATION 4 AX.XX 2 C.T. CERAMIC TILE PR. PAIR ZONING ARCHITECTURAL
<br /> SPECIFICALLY FOR HANDICAPPED PERSONS." SHEET NUMBER CTR. CENTER PT. PAINT APN A1.0 SITE PLAN
<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING DBL. DOUBLE PTD. PAINTED SPECIAL USE PERMIT YES
<br /> UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. HE SHALL BE 3 DET. DETAIL R. RISER GENERAL INFORMATION A2.0 DEMO FLOOR PLAN
<br /> RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA r - D.F. DOUGLAS FIR RAD. RADIUS REMODELED TENANT A3.0 FLOOR PLAN
<br /> OF CONSTRUCTION,AND SHALL NOTIFY UTILITY COMPANIES 48 HOURS IN ADVANCE OF I DIA. DIAMETER R.C.P. REFLECTED CEILINGPLAN IMPROVEMENT A4.0 REFLECTED CEILING PLAN
<br /> ANY CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-227-2600)" 10. DETAIL REFERENCE I I DIM. DIMENSION R.D. ROOF DRAIN A5.0 ROOF PLAN
<br /> 12. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE I XX DRAWING NUMBER DN. DOWN REF. REFER
<br /> AX.XX SHEET NUMBER A6.0 EXTERIOR ELEVATIONS
<br /> IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENTTO L _ _ DR. DOOR REFR. REFRIGERATOR TOTAL BUILDING AREA 19,000 SF A7.0 BUILDING SECTIONS
<br /> AND VISIBLE FROM EACH STALL OR SPACE,CONSISTING OF A PROFILE VIEW OFA D.S. DOWN SPOUT REINF. REINFORCED TOTAL IMPROVED AREA 8,530 SF A8.0 INTERIOR ELEVATIONS
<br /> WHEELCHAIR OCCUPANT IN WHITE ON A BLUE BACKGROUND.THE SIGN SHALL NOT BE DW. DISHWASHER REQ'D. REQUIRED
<br /> SMALLER THAN 70 SQ.IN.IN AREA AND,WHEN POSTED IN A PATH OF TRAVEL,SHALL BEA DWG. DRAWING RESIL. RESILIENT ACTUAL BUILDING HEIGHT 24'-0" A9.0 DOOR&STOREFRONT SCHEDULES
<br /> MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE 11.ASSEMBLY REFERENCE XX E. EAST RM. ROOM NUMBER OF STORIES 1 STORY A9.1 ROOM FINISH SCHEDULE
<br /> FINISH GRADE,LION.IN ADDITION,A SIGN,AS SPECIFIED IN TITLE 24 ACCESSIBILITY EA. EACH R.O. ROUGH OPENING A10.0 DETAILS
<br /> STANDARDS,SHALL BE POSTED IN A CONSPICUOUS PLACE,AT EACH ENTRANCE TO OFF- E.I.F.S. EXTERIOR INSULATION&FINISH SYSTEM R.T.U. ROOFTOP UNIT(MECH) A10.1 WINDOW&DOOR DETAILS
<br /> STREET PARKING FACILITIES,OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL ELEC. ELECTRIC S. SOUTH OCCUPANCY
<br /> OR SPACE.SAID SIGNS SHALL BE NOT LESS THAN 17 INCHES X 22 INCHES IN SIZE WITH 12. REVISION REFERENCE 1 ELEV. ELEVATION S.A.F.B. SOUND ATTENUATION FIBER BATT CBC 303 A-2 A10.2 CASEWORK DETAILS
<br /> LETTERING NOT LESS THAN 1 INCH HIGH." 2 EMER. EMERGENCY SC. SCUPPER CBC 306 F-1,F-2
<br /> 13. PROVIDE A CLEAR AND LEVEL LANDING ON EACH SIDE OF AN EXIT DOOR.THE LANDING ENCL. ENCLOSURE SCHED. SCHEDULE CBC 311 S-1,S-2 MECHANICAL
<br /> SHALL BE 48 INCHES IN LENGTH WHERE THE DOOR SWINGS AWAY FROM THE LANDING,AND E.O.S. EDGE OF SLAB SEAL. SEALANT CBC 508.3 AUTOMATIC FIRE SPRINKLERS YES EN2 ENGERGY FORMS
<br /> 60 INCHES IN LENGTH IN THE DIRECTION OF DOOR SWING AS MEASURED AT RIGHT ANGLES EQ. EQUAL SECT. SECTION CBC TABLE 601 CONSTRUCTION TYPE TYPE VB EN-1 ENGERGY FORMS
<br /> TO THE PLANE OF THE DOOR IN THE CLOSED POSITION." EQUIP. EQUIPMENT S.F. SQUARE FOOT CBC TABLE 503 ALLOWABLE BUILDING HEIGHT 60'-0" M1.0 MECHANICAL PLAN
<br /> 14. GENERAL DEMOLITION:WHENEVER EXISTING FACILITIES OR MATERIALS ARE REMOVED, E.T.R. EXISTING TO REMAIN SHT. SHEET CBC TABLE 503 ALLOWABLE NUMBER STORIES 2(A-2 OCCUPANCY) ARCHITECTS STAMP
<br /> DAMAGED,BROKEN,OR CUT IN THE INSTALLATION OF WORK COVERED BYTHE DRAWINGS E.W. EACH WAY SIM. SIMILAR CBC TABLE 503 ALLOWABLE BUILDING AREA 24,000 SF
<br /> AND SPECIFICATIONS,SAID FACILITIES AND MATERIALS SHALL BE REPLACED ATTHE EXP.JT. EXPANSION JOINT SPEC. SPECIFICATION PLUMBING
<br /> CONTRACTOR'S EXPENSE. SAID FACILITIES OR MATERIALS SHALL BE EQUAL TO OR BETTER (E) EXISTING SQ. SQUIRE P1.00 UNDERGROUND PLUMBING PLAN A
<br /> THAN THE ORIGINAL FACILITIES OR MATERIALS.THE FINISH PRODUCT SHALL BE SUBJECTTO F.O. FACE OF S.S. STAINLESS STEEL P2.00 PLUMBING PLAN taSE 2
<br /> THE APPROVAL OF THE COUNTY AND ITS AGENTS." F.A. FIRE ALARM STD. STANDARD w
<br /> P3.00 SPECIFICAITONS
<br /> 15. NO WORK SHALL COMMENCE ATTHE PROJECT SITE BEFORE A BUILDING PERMIT IS FULLY F.A.P. FIRE ANNUNCIATOR PANEL STL. STEEL v -A
<br /> -� JOHN A VIERRA
<br /> EXECUTED AND AVAILABLE FOR POSTING AT THE JOB SITE." F.D. FLOOR DRAIN STOR. STORAGE
<br /> 16. CONSTRUCTION LIMITS:CONTRACTOR AND SUB-CONTRACTORS,WORKERS AND OTHER F.E. FIRE EXTINGUISHER STRUCT. STRUCTURAL ELECTRICAL * C-35199
<br /> PERSONNEL RELATED TO THIS SCOPE OF WORK,SHALL BE CONFINED WITH THE AREAS F.E.C. FIRE EXTINGUISHER CABINET SUSP. SUPSPENDED E1.00 ELECTRICAL POWER PLAN10-31-2019
<br /> DESIGNATED AS CONSTRUCTION LIMITS AS INDICATED BY THESE DRAWINGS AND RELATED F.G. FIBERGLASS SYM. SYMMMETRICAL E1.01 FIXTURE PLAN ��T R DATER`
<br /> AREAS. AREAS BEYOND THIS SCOPE OF WORK SHALL BE OFF LIMITS,AND THEIR USE SHALL F.H. FIRE HYDRANT T. TREAD E1.02 SIGNLE LINE DIAGRAM SOF Cp,GNFO
<br /> BE PROHIBITED WITHOUT PRIOR AUTHORIZATION OF SAN JOAQUIN COUNTY.THE GENERAL MATERIAL LEGEND: F.H.C. FIRE HOSE CABINET T&G TONGUE&GROOVE APPLICABLE CODES:
<br /> CONTRACTOR SHALL VERIFY THESE LIMITS AND BE RESPONSIBLE TO INFORM THE FIN. FINISH TEL. TELEPHONE
<br /> APPROPRIATE PERSONNEL AND ENFORCE THESE LIMITS." FLR. FLOOR TER. TERRAZZO
<br /> 17. PROVIDE CONTINUOUS 16GA.X REQUIRED WIDTH (6""MIN.) FLAT BACKING STRAP AT WALLS FLUOR. FLOURESCENT THK THICK TITLE 19 CCR,PUBLIC SAFETY,STATE FIRE MARSHAL REGULATIONS REVISIONS
<br /> 1
<br /> WITH WALL MOUNTED EQUIPMENT,CASEWORK,AND/OR ACCESSORIES-TYPICAL UNLESS F.R.P. FIBER-REINFORCED PLASTIC THR. THRESHOLD TITLE 24 CCR,PART 1 -2016 BUILDING STANDARDS ADMINISTRATIVE CODE No. Description Date By
<br /> OTHERWISE NOTED." FT. FOOT OR FEET T.O. TOP OF TITLE 24 CCR,PART 2-2016 CALIFORNIA BUILDING CODE,VOL. 1 &2(CBC)(2012 IBC,AS AMENDED
<br /> 18. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS FUR. FURRING TYP. TYPICAL BY CA) 1 PLAN CHECK#1 5.XX.18 EM
<br /> AND THE EXISTING FIELD CONDITIONS,AND SHALL AT ONCE REPORT TO THE ARCHITECT G.S.M. GALVANIZED SHEET METAL UC. UNDERCUT DEFERRED ITEMS:
<br /> ANY ERROR,INCONSISTENCY,OR OMISSION HE MAY DISCOVER.THE CONTRACTOR SHALL GAL. GALLON UNFIN. UNFINISHED TITLE 24 CCR,PART 3-2016 CALIFORNIA ELECTRICAL CODE(CEC)(2016 NEC,AS AMENDED BY CA)
<br /> PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT APPROVED CONTRACT WOOD BLOCKING/SHIM WOOD FRAMING GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED
<br /> DOCUMENTS OR WHERE REQUIRED,APPROVED SHOP DRAWINGS,PRODUCT LITERATURE, (CONTINUOUS) G.B. GRAB BAR UTI L. UTILITY TITLE 24 CCR,PART 4-2016 CALIFORNIA MECHANICAL CODE(CMC)(2016 IAPMO UMC,AS 1. FIRE SPRINKLER SYSTEM-TO BE SUBMITTED BY A C-16 LICENSED CONTRACTOR.
<br /> DATA,SAMPLES OR INSTALLATION INSTRUCTIONS." G.C. GENERAL CONTRACTOR V.C.T. VINYL COMPOSITION TILE AMENDED BY CA)
<br /> 19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT,WHERE APPLICABLE,FOR GL. GLASS VERT. VERTICAL 2. FIRE ALARM SYSTEM-TO BE SUBMITTED BY A C-10 LICENSED CONTRACTOR.
<br /> ANY WORK DONE WITHIN THE RIGHT-OF-WAY OR EASEMENTS FROM THE AUTHORITY FINISHED WOOD PLYWOOD GR. GRADE V.I.F. VERIFY IN FIELD TITLE 24 CCR,PART 5-2016 CALIFORNIA PLUMBING CODE(CPC)(2016 IAPMO UPC,AS AMENDED Project No.: 17043
<br /> HAVING JURISDICTION.THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS IN GND. GROUND V.T.R. VENTTERMINATION PIPE BY CA) Drawn By: JWNS
<br /> ADVANCE OF COMMENCEMENT OF THE WORK OR AS REQUIRED BY SAID PERMITS." GRP. GROUP V.W.C. VINYL WALL COVERING TITLE 24 CCR,PART 6-2016 CALIFORNIA ENERGY CODE
<br /> 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING,FITTING,OR PATCHING THATBATT INSULATION RIGID INSULATION GWB GYPSUM BOARD W. WEST Checked By:
<br /> MAY BE REQUIRED TO COMPLETE THE INTENT OF THESE CONSTRUCTION DOCUMENTS,TO GYP. GYPSUM w/ WITH TITLE 24 CCR,PART 9-2016 CALIFORNIA FIRE CODE(CFC)(2012 IFC,AS AMENDED BY CA)
<br /> MAKE IT'S SEVERAL PARTS FIT TOGETHER PROPERLY.THE CONTRACTOR SHALL PATCH H.W.H. HOT WATER HEATER w/o WITHOUT TITLE 24 CCR,PART 11 -2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ACCESSIBILITY STATEMENT:
<br /> ARCHITECTURAL FINISHES AS NECESSARY TO ACCOMPLISH WORK DEFINED IN STRUCTURAL, HDWD. HARDWOOD W.C. WATER CLOSET NOT FOR CONSTRUCTION
<br /> MECHANICAL,PLUMBING,ELECTRICAL,AND ARCHITECTURAL DRAWINGS.EXISTING FIELD GRAVEL EARTH HDWR. HARDWARE WIN. WINDOW TITLE 24 CCR,PART 12-2016 CALIFORNIA REFERENCED STANDARDS(PARTIAL LIST-SEE CBC CH.
<br /> CONDITIONS SHALL BE VERIFIED BYTHE CONTRACTOR AND ACCEPTED AS CONDITIONS OF H.M. HOLLOW METAL WP. WATERPROOF 35 AND CFC CH.45) 1. THE ARCHITECT OF RECORD STATES THAT THE BUILDING IS CURRENTLY IN
<br /> THIS SCOPE OF WORK." HORIZ. HORIZONTAL WS. WETSTACK COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS AS SPECIFIED BY 2016 CBC, PERMIT SET
<br /> 21. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PG&E AND/OR SERVICE PROVIDER HR. HOUR WSCT. WAINSCOT 2016 NFPA 13,INSTALLATION OF SPRINKLER SYSTEMS(CA AMENDED) SECTION 11 B-202.4. THE BUILDING INSPECTOR SHALL FIELD VERIFY THAT THE FRONT 04.04.18
<br /> FOR ANY NEW SERVICE INSTALLATIONS.THE CONTRACTOR SHALL COORDINATE THE SHUT STONE CONCRETE HT. HEIGHT WT. WEIGHT ENTRANCE,ALTERED AREA,PATH OF TRAVEL TO THE ALTERED AREA,RESTROOMS,
<br /> DOWN OF THE FACILITIES WITH THE OWNER FOR AS MINIMAL DURATION AS POSSIBLE. I.D. INNER DIAMETER 2016 NFPA 14,INSTALLATION OF STANDPIPE AND HOSE SYSTEMS DRINKING FOUNTAINS AND TELEPHONES(IF EXISTING)ARE IN COMPLIANCE WITH THE
<br /> INTERCEPTTHE EXISTING SERVICE CONDUIT,EXTEND ITTO NEW TRANSFORMERS AND PAD INCAN. INCANDESCENT ACCESSIBILITY REQUIREMENTS OF 2016 CBC,SECTION 11 B-202.4."
<br /> (TO BE INSTALLED BY CONTRACTOR)AND EXTEND SECONDARY CONDUITS TO THE NEW INSUL. INSULATION 2016 NFPA 17,DRY CHEMICAL EXTINGUISHING SYSTEMS
<br /> SWITCHBOARD.COORDINATE WITH THE OWNER TO VERIFY LOCATION,PROVIDE TRAFFIC INT. INTERIOR
<br /> BARRIER POSTS PER PG&E REQUIREMENTS." 2016 NFPA 17A,WET CHEMICAL EXTINGUISHING SYSTEMS COVER SHEET
<br /> 22. CONTRACTOR SHALL FLUSH ALL WATER,SEWER,AND DRAIN LINES PRIOR TO HOOK UP."
<br /> 23. DIMENSIONS SHALL BE MEASURED TO FACE OF FRAMING,U.O.N.DO NOT SCALE 2016 NFPA 20,INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION
<br /> DRAWINGS."
<br /> 24. PROVIDE 2%SLOPE AWAY FROM THE BUILDING FOR 10'4"'AT FRONT AND SIDES." 2016 NFPA 22,WATER TANKS FOR PRIVATE FIRE PROTECTION"
<br /> 25. NO DRAINAGE ACROSS OR ONTO ADJACENT PROPERTY.PROVIDE 2%SLOPE AWAY FROM
<br /> THE BUILDING FOR 10'4"'AT FRONT AND SIDES." 2016 NFPA 24,INSTALLATION OF PRIVATE FIRE SERVICE MAINS"
<br /> 26. DO NOT SCALE THE DRAWINGS."
<br /> 27. STORAGE RACKS GREATER THAN 6 FT.IN HEIGHT ARE REQUIRED TO BE SUBMITTED 2016 NFPA 72,NATIONAL FIRE ALARM CODE(CA AMENDED);SEE UL STD. 1971 FOR""VISUAL
<br /> UNDER SEPERATE PERMIT AND COVER." DEVICES
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