S E N H O W E R S T CALA VERAS AV ENUE NO ARKI NG DN NORTH ARROW OVERLAY ARROW INDICATES TRUE NORTH SHADED AREA INDICATES PLAN NORTH SECTION CALLOUT INDICATES A SIMILAR CONDITION LOCATION ON SHEET DETAIL CALLOUT GRID BUBBLE DOOR CALLOUT DOOR NUMBER SHEET WHERE SECTION IS DRAWN INDICATES A SIMILAR CONDITION LOCATION ON SHEET SHEET WHERE SECTION IS DRAWN A101 A101 1 SIM 1 AXX.XX.XX SIM N 0 GRID NUMBER NEW BUILDING GRID SYMBOL LAKE BLVD 80 113 SYCAMORE LN ANDERSON RD OAK AVE F ST B S T 1ST ST 5T H ST E 8TH ST E COVELL BLVD COWELL BLVD RUSSELL BLVD HUTCHISON RD W 8TH ST W 14TH ST W COVELL BLVD CALAVERAS AVE A R LI N GTON B L VD DENALI DR S HASTA DR PROJECT SITE PO L E L I N E R D N AREA OF WORK N If the sheet is not 30"x42", it is a reduced print. Scale Accordingly. Please Recycle 3447019000 Agency Approval: File No.: Facility: ISSUE: Project: Sheet: Date: Client Project No.: Sheet: NO. ISSUED DATE T 916 325 1100 / www.hmcarchitects.com 2495 NATOMAS PARK DRIVE, STUDIO 100 SACRAMENTO, CA 95833 C:\Revit Local Files\3447017000 Emerson CTE-A18_Central_Kara.Merline.rvt EMERSON JHS CTE COVER SHEET / PROJECT DATA 01/04/19 3447017000 G0.11 RALPH WALDO EMERSON JUNIOR HIGH SCHOOL DAVIS JOINT UNIFIED SCHOOL DISTRICT 2121 CALAVERAS AVE DAVIS, CA 95616 1. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS, QUANTITIES, CONFIGURATION, AND PERFORMANCE SPECIFICATIONS THAT DELIVER THE OVERALL DESIGN INTENT OF THE PROJECT. 2. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY BOTH. 3. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TO DELIVER THE INDICATED RESULTS OF THE DESIGN INTENT. 4. VERIFY ALL DIMENSIONS, LOCATIONS OF EXISTING UTILITIES, AND CONDITIONS ON THE JOB SITE PRIOR TO THE START OF WORK OR PORTIONS OF THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS ARE INDICATED AS A RESULT OF FIELD OBSERVATIONS, INFORMATION SHOWN ON AVAILABLE DOCUMENTS AND FIELD CONDITIONS AT THE TIME OF PREPARATION. 5. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS. 6. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 7. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 8. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 9. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE. 10. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION. 11. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATE BETWEEN THE REQUIREMENTS OF ALL DISCIPLINES HEREIN AND BETWEEN THE REQUIREMENTS OF ALL DRAWINGS AND SPECIFICATIONS IN ORDER THAT ALL ITEMS SATISFACTORILY RELATE TO ONE ANOTHER. NOTIFY ARCHITECT IMMEDIATELY REGARDING ANY ITEMS THAT CANNOT BE COORDINATED. 12. CONTRACTOR SHALL EXCERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 13. CHANGES TO THE APPROVED DRAWINGS AND/OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER. 14. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS SHALL NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, AND STRUCTURAL ENGINEER OF RECORD. GENERAL NOTES CODES OVERALL SITE PLAN PROJECT SCOPE SYMBOLS ABBREVIATIONS VINCINITY MAP SHEET INDEX STATE MAP PROVIDE ELECTRICAL POWER TO NEW EQUIPMENT LOCATIONS FOR OWNER PROVIDED EQUIPMENT. REPLACE EXISTING EXTERIOR FLATWORK WITH NEW CONCRETE LANDING AND PROVIDED COVERING ABOVE EXTERIOR EQUIPMENT AREA. EXTEND EXISTING COMPRESSED AIR IF NEEDED. PROVIDE NEW THESHOLDS AT BOTH EXISTING DOORS. NOTE: OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED STANDARDS IN THE BUILDING INDUSTRY. CONTACT ARCHITECT FOR NECESSARY CLARIFICATION. PARTIAL LIST OF APPLICABLE CODES 2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2015 INTERNATIONAL BUILDING CODE VOLUMES 1 & 2 AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2015 INTERNATIONAL EXISTING CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 C.C.R. 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. 2013 ASME A17.1/B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 STANDARD FOR AUTOMATIC FIRE SPRINKLER SYSTEMS (CA AMENDED) NFPA 14 STANDARD FOR STANDPIPE AND HOSE SYSTEMS NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS NFPA 17A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS NFPA 20 STANDARD FOR STATIONARY PUMPS FOR FIRE PROTECTION NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE MAINS AND THEIR APPURTENANCES NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (CA AMENDED) NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES NFPA 2001 STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS UL 300 STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF COMMERCIAL COOKING EQUIPMENT UL 464 AUDIBLE SIGNAL APPLIANCES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED ICC 300 STANDARD FOR BLEACHERS, FOLDING AND TELESCOPING SEATING AND GRANDSTANDS 2016 ED. 2013 ED. 2013 ED. 2013 ED. 2016 ED. 2013 ED. 2016 ED. 2016 ED. 2016 ED. 2015 ED. 2005 (R2010) 2003 ED. 1999 ED. 2002 ED. 2012 ED. STATEMENT OF GENERAL CONFORMANCE THE DRAWINGS AND SPECIFICATIONS AND CALCLATIONS FOR THE ITEMS LISTED BELOW HAVE BEEN PREPARED BY OTHER DESIGN PROFECTIONS OR CONSULTANTS WHO ARE LICENSED AND AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR DESIGN INTENT AND HAVE BEEN FOUND TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME. THE ITEMS LISTED BELOW ARE ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THE PROJECT FOR WHICH II AM THE INDIVIDUAL DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE (OR FOR WHICH I HAVE BEEN DELEGATED RESPONSIBILITY FOR THIS PORTION OF THE WORK) ITEMS REVIEWED AND ACCEPTED: ALL THE DRAWINGS LISTED ON THE INDEX SHEETS IN SECTION: ELECTRICAL. ______________________________________________ SIGNATURE DATE ARCHITECT OR ENGINEER DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE MARK ZARZEKA _____________________________________ PRINT NAME C-27843 05-31-19 LICENSE NUMBER EXPIRATION DATE FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2016 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80. SEE CALIFORNIA BUILDING CODE, CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. GL GLASS TYPE GLB GLUE LAMINATED BEAM GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTIC HB HOSE BIBB HD HEAVY DUTY HDR HEADER HDWR HARDWARE HGT HEIGHT HM HOLLOW METAL HP HIGH POINT HSS HOLLOW STEEL SECTION ID INSIDE DIAMTER INT INTERIOR INV INVERT LANDS LANDSCAPE LAV LAVATORY LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT LT WT LIGHT WEIGHT LVR LOUVER MACH MACHINE MB MACHINE BOLT MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MO MASONRY OPENING MTD MOUNTED MTL METAL NIC NOT IN CONTRACT NR NON RATED NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE O/ OVER O/A OVERALL OC ON CENTER OD OUTSIDE DIAMTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OFVI OWNER FURNISHED, VENDOR INSTALLED OH OPPOSITE HAND OPER OPERABLE OPNG OPENING ORD OVERFLOW ROOF DRAIN P/L PROPERTY LINE PA PUBLIC ADDRESS PAF POWDER ACTUATED FASTENER PCC PAVING PORTLAND CEMENT CONCRETE PAVING PED PEDESTRIAN PERF PERFORATED PERIM PERIMETER PERP PERPENDICULAR PH PANIC HARDWARE PIV POST INDICATOR VALVE PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLUMB PLUMBING PNL PANEL PNT PAINT / PAINTED POC POINT OF CONNECTION POLY ISO POLYISOCYANURATE PREFIN PREFINISHED PREP PREP / PREPARATION PTC POST TENSIONED CONCRETE PTD PAPER TOWEL DISPENSER PTN PARTITION PTS PNEUMATIC TUBE STATION / SYSTEM PVC POLYVINYL CHLORIDE PVMT PAVEMENT QT QUARRY TILE R RADIUS, RISER (E) EXISTING AB ANCHOR BOLT AC PAVING ASPHALTIC CONCRETE PAVING ACC ACCESS/ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT/ADJUSTABLE AFF ABOVE FINISH FLOOR AGG AGGREGATE AHU AIR HANDLING UNIT ARCH ARCHITECTURAL ATT ATTENUATION AUTO AUTOMATIC BD BOARD BLCG BLOCKING BUR BUILT UP ROOFING CABT CABINET CF CUBIC FEET CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED, OWNER INSTALLED CG CORNER GUARD CJ CONTROL JOINT CL CENTER LINE CLF CHAIN LINK FENCE CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMP COMPRESSION / COMPOSITE CF CUBIC FEET COORD COORDINATE CORR CORRUGATED CT CERAMIC TILE CTSK COUNTER SKUNK CW CURTAINWALL DEPR DEPRESSED / DEPRESSION DF DRINKING FOUNTAIN DIM DIMENSION DISP DISPENSER DS DOWNSPOUT DTL DETAIL DW DISHWASHER E/W EACH WAY EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION / ELEVATOR ENCL ENCLOSE / ENCLOSURE EOS EDGE OF SLAB EP ELECTRICAL PANEL EQ EQUAL ESC EXCUTCHEON EWC ELECTRIC WATER COOLER EXP EXPOSED FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER W/ CABINET FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FSH FLAT HEAD SCREW FIN FINISH FLR FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FP FIREPROOFING FR FIRE RATED FRG FIRE RATED GLASS FRP FIBERGLASS REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FS FINISH SURFACE FTG FOOTING GB GRAB BAR GFRC GLASS FIBER REINFORCED CONCRETE RB RESILIENT BASE RD ROOF DRAIN RECEPT ECEPTACLE REF REFERENCE REFL REFLECT(ED), (IVE) REFL REFLECT(ED), (IVE) REFR REFRIGERATOR REINF REINFORCE/REINFORCED/ REINFORCEMENT REM REMOVE RH ROUND HEAD RHS ROUND HEAD SCREW RO ROUGH OPENING ROW RIGHT OF WAY SCH SCHEDULE (FOR PIPE) SCHED SCHEDULE / SCHEDULING SD STORM DRAIN / SOAP DISPENSER SECT SECTION SG SAFETY GLASS SHT SHEET SHTG SHEATHING SMS SHEET METAL SCREW SND SANITARY NAPKIN DISPOSAL SOV SHUT OFF VALVE SPEC SPECIFICATIONS SS STAINLESS STEEL STC SOUND TRAMISSION CLASS STL STEEL STSMS SELF TAPPING SHEET METAL SCREW SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD T&B TOP AND BOTTOM TO TOP OF TOC TOP OF CURB / CONCRETE TOP TOP OF PARAPET TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TS TACKABLE SURFACE U/C UNDER CABINET (OR COUNTER UNO UNLESS NOTED OTHERWISE UR URINAL VAC VACUUM VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WDW WINDOW WGT WEIGHT WH WATER HEATER WP WATERPROOFING/WALL PROTECTION WR WATER RESISTANT WRGB WATER RESISTANT GYPSUM BOARD WS WOOD SCREW WSCT WAINSCOT WWF WELDED WIRE FABRIC HMC Architects ARCHITECT G0.11 COVER SHEET / PROJECT DATA Harry A. Yee & Associates, Inc. ELECTRICAL E0.1 ELECTRICAL SYMBOLS LIST, SCHEDULE, ABBREVIATIONS & DETAILS E0.2 ELECTRICAL SPECIFICATIONS E0.3 ELECTRICAL SPECIFICATIONS E2.11 POWER FLOOR PLAN E5.11 FIRE ALARM FLOOR PLAN E5.12 FIRE ALARM RISER, WIRING DIAGRAMS & NOTES HMC Architects ARCHITECT A2.11 FIRST FLOOR - DEMO PLAN, PLAN, ROOF PLAN, SECTION, DETAILS A10.11 SPECIFICATIONS DAVIS JOINT UNIFIED SCHOOL DISTRICT EMERSON JHS CTE 2121 CALAVERAS AVE DAVIS, CA 95616
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EIS
EN
HO
WE
R S
T
CALAVERAS AVENUE
NOPARKING
DN
NORTH ARROW
OVERLAY ARROW INDICATES TRUE NORTH
SHADED AREA INDICATES PLAN NORTH
SECTION CALLOUT
INDICATES A SIMILAR CONDITION
LOCATION ON SHEET
DETAIL CALLOUT
GRID BUBBLE
DOOR CALLOUT
DOOR NUMBER
SHEET WHERE SECTION IS DRAWN
INDICATES A SIMILAR CONDITION
LOCATION ON SHEET
SHEET WHERE SECTION IS DRAWN
A101
A101
1SIM
1
AXX.XX.XX
SIM
N
0GRID NUMBER
NEW BUILDING GRID SYMBOL
LA
KE
BLV
D
80
113
SY
CA
MO
RE
LN
AN
DE
RS
ON
RD
OA
K
AV
E
F S
T
B S
T1ST ST
5TH ST
E 8TH ST
E COVELL BLVD
COWELL BLVD
RUSSELL BLVD
HUTCHISON RD
W 8TH ST
W 14TH ST
W COVELL BLVD
CALAVERAS AVE
ARLIN
GTO
N
BLVD
DE
NA
LI
DR
SHASTA
DR
PROJECT SITE
PO
LE
LIN
E R
D
N
AREA OF WORK
N
If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.
Please Recycle
3447019000
Agency
Approval:
File No.:
Facility:
ISSUE:
Project:
Sheet:
Date: Client Project No.:
Sheet:
NO. ISSUED DATE
T 916 325 1100 / www.hmcarchitects.com
2495 NATOMAS PARK DRIVE, STUDIO 100SACRAMENTO, CA 95833
C:\Revit Local Files\3447017000EmersonCTE-A18_Central_Kara.Merline.rvt
EMERSON JHS CTE
COVER SHEET / PROJECT DATA
01/04/19 3447017000
G0.11
RALPH WALDO EMERSON JUNIOR HIGH SCHOOL
DAVIS JOINT UNIFIED SCHOOL DISTRICT2121 CALAVERAS AVEDAVIS, CA 95616
1. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS, QUANTITIES, CONFIGURATION, AND PERFORMANCE SPECIFICATIONS THAT DELIVER THE OVERALL DESIGN INTENT OF THE PROJECT.
2. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY BOTH.
3. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TO DELIVER THE INDICATED RESULTS OF THE DESIGN INTENT.
4. VERIFY ALL DIMENSIONS, LOCATIONS OF EXISTING UTILITIES, AND CONDITIONS ON THE JOB SITE PRIOR TO THE START OF WORK OR PORTIONS OF THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS ARE INDICATED AS A RESULT OF FIELD OBSERVATIONS, INFORMATION SHOWN ON AVAILABLE DOCUMENTS AND FIELD CONDITIONS AT THE TIME OF PREPARATION.
5. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS.
6. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
7. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
8. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.9. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE.10. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED.
REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION.
11. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATE BETWEEN THE REQUIREMENTS OF ALL DISCIPLINES HEREIN AND BETWEEN THE REQUIREMENTS OF ALL DRAWINGS AND SPECIFICATIONS IN ORDER THAT ALL ITEMS SATISFACTORILY RELATE TO ONE ANOTHER. NOTIFY ARCHITECT IMMEDIATELY REGARDING ANY ITEMS THAT CANNOT BE COORDINATED.
12. CONTRACTOR SHALL EXCERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
13. CHANGES TO THE APPROVED DRAWINGS AND/OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER.14. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS SHALL NOT TO
BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, AND STRUCTURAL ENGINEER OF RECORD.
GENERAL NOTES
CODES
OVERALL SITE PLAN
PROJECT SCOPE
SYMBOLS ABBREVIATIONS
VINCINITY MAP
SHEET INDEXSTATE MAP
PROVIDE ELECTRICAL POWER TO NEW EQUIPMENT LOCATIONS FOR OWNER PROVIDED EQUIPMENT.
REPLACE EXISTING EXTERIOR FLATWORK WITH NEW CONCRETE LANDING AND PROVIDED COVERING ABOVE EXTERIOR EQUIPMENT AREA.
EXTEND EXISTING COMPRESSED AIR IF NEEDED.
PROVIDE NEW THESHOLDS AT BOTH EXISTING DOORS.
NOTE:OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED STANDARDS IN THE BUILDING INDUSTRY. CONTACT ARCHITECT FOR NECESSARY CLARIFICATION.
PARTIAL LIST OF APPLICABLE CODES
2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.(2015 INTERNATIONAL BUILDING CODE VOLUMES 1 & 2 AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.(2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R.(2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.(2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.
2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.(2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR(2015 INTERNATIONAL EXISTING CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 C.C.R.
2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.
TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.
2013 ASME A17.1/B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS
PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 STANDARD FOR AUTOMATIC FIRE SPRINKLER SYSTEMS (CA AMENDED)
NFPA 14 STANDARD FOR STANDPIPE AND HOSE SYSTEMS
NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS
NFPA 17A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS
NFPA 20 STANDARD FOR STATIONARY PUMPS FOR FIRE PROTECTION
NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION
NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE MAINS AND THEIR APPURTENANCES
NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (CA AMENDED)
NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES
NFPA 2001 STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS
UL 300 STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF COMMERCIAL COOKING EQUIPMENT
UL 464 AUDIBLE SIGNAL APPLIANCES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES
UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS
UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED
ICC 300 STANDARD FOR BLEACHERS, FOLDING AND TELESCOPING SEATING AND GRANDSTANDS
2016 ED.
2013 ED.
2013 ED.
2013 ED.
2016 ED.
2013 ED.
2016 ED.
2016 ED.
2016 ED.
2015 ED.
2005 (R2010)
2003 ED.
1999 ED.
2002 ED.
2012 ED.
STATEMENT OF GENERAL CONFORMANCETHE DRAWINGS AND SPECIFICATIONS AND CALCLATIONS FOR THE ITEMS LISTED BELOW HAVE BEEN PREPARED BY OTHER DESIGN PROFECTIONS OR CONSULTANTS WHO ARE LICENSED AND AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR DESIGN INTENT AND HAVE BEEN FOUND TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME.
THE ITEMS LISTED BELOW ARE ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THE PROJECT FOR WHICH II AM THE INDIVIDUAL DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE (OR FOR WHICH I HAVE BEEN DELEGATED RESPONSIBILITY FOR THIS PORTION OF THE WORK)
ITEMS REVIEWED AND ACCEPTED:ALL THE DRAWINGS LISTED ON THE INDEX SHEETS IN SECTION: ELECTRICAL.
______________________________________________SIGNATURE DATEARCHITECT OR ENGINEER DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE
MARK ZARZEKA_____________________________________PRINT NAME
C-27843 05-31-19LICENSE NUMBER EXPIRATION DATE
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2016 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80. SEE CALIFORNIA BUILDING CODE, CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.
GL GLASS TYPEGLB GLUE LAMINATED BEAMGYP BD GYPSUM BOARDGYP PLAS GYPSUM PLASTICHB HOSE BIBBHD HEAVY DUTY HDR HEADERHDWR HARDWAREHGT HEIGHTHM HOLLOW METALHP HIGH POINTHSS HOLLOW STEEL SECTIONID INSIDE DIAMTERINT INTERIORINV INVERTLANDS LANDSCAPELAV LAVATORYLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLT WT LIGHT WEIGHTLVR LOUVERMACH MACHINEMB MACHINE BOLTMDF MEDIUM DENSITY FIBERBOARDMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMED MEDIUM MEMB MEMBRANEMFR MANUFACTURERMH MANHOLEMO MASONRY OPENINGMTD MOUNTEDMTL METALNIC NOT IN CONTRACTNR NON RATEDNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEO/ OVERO/A OVERALLOC ON CENTEROD OUTSIDE DIAMTEROFCI OWNER FURNISHED, CONTRACTOR
INSTALLEDOFOI OWNER FURNISHED, OWNER
INSTALLEDOFVI OWNER FURNISHED, VENDOR
INSTALLEDOH OPPOSITE HANDOPER OPERABLEOPNG OPENINGORD OVERFLOW ROOF DRAINP/L PROPERTY LINEPA PUBLIC ADDRESSPAF POWDER ACTUATED FASTENERPCC PAVING PORTLAND CEMENT CONCRETE PAVINGPED PEDESTRIANPERF PERFORATEDPERIM PERIMETERPERP PERPENDICULARPH PANIC HARDWAREPIV POST INDICATOR VALVEPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLUMB PLUMBINGPNL PANELPNT PAINT / PAINTEDPOC POINT OF CONNECTIONPOLY ISO POLYISOCYANURATEPREFIN PREFINISHEDPREP PREP / PREPARATIONPTC POST TENSIONED CONCRETEPTD PAPER TOWEL DISPENSERPTN PARTITIONPTS PNEUMATIC TUBE STATION / SYSTEMPVC POLYVINYL CHLORIDEPVMT PAVEMENTQT QUARRY TILER RADIUS, RISER
(E) EXISTINGAB ANCHOR BOLTAC PAVING ASPHALTIC CONCRETE PAVINGACC ACCESS/ACCESSIBLEACP ACOUSTICAL CEILING PANELACT ACOUSTICAL CEILING TILEADJ ADJACENT/ADJUSTABLEAFF ABOVE FINISH FLOORAGG AGGREGATEAHU AIR HANDLING UNITARCH ARCHITECTURALATT ATTENUATIONAUTO AUTOMATICBD BOARDBLCG BLOCKINGBUR BUILT UP ROOFINGCABT CABINETCF CUBIC FEETCFCI CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED,
OWNER INSTALLEDCG CORNER GUARDCJ CONTROL JOINTCL CENTER LINECLF CHAIN LINK FENCECLR CLEARCMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCOMP COMPRESSION / COMPOSITECF CUBIC FEETCOORD COORDINATECORR CORRUGATEDCT CERAMIC TILECTSK COUNTER SKUNKCW CURTAINWALLDEPR DEPRESSED / DEPRESSIONDF DRINKING FOUNTAINDIM DIMENSIONDISP DISPENSERDS DOWNSPOUTDTL DETAILDW DISHWASHERE/W EACH WAYEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATION / ELEVATORENCL ENCLOSE / ENCLOSUREEOS EDGE OF SLABEP ELECTRICAL PANELEQ EQUALESC EXCUTCHEONEWC ELECTRIC WATER COOLEREXP EXPOSEDFA FIRE ALARMFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER W/ CABINETFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFHC FIRE HOSE CABINETFSH FLAT HEAD SCREWFIN FINISHFLR FLOORFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFP FIREPROOFINGFR FIRE RATEDFRG FIRE RATED GLASSFRP FIBERGLASS REINFORCED PLASTICFRT FIRE RETARDANT TREATEDFS FINISH SURFACEFTG FOOTINGGB GRAB BARGFRC GLASS FIBER REINFORCED CONCRETE
RB RESILIENT BASERD ROOF DRAINRECEPT ECEPTACLEREF REFERENCEREFL REFLECT(ED), (IVE)REFL REFLECT(ED), (IVE)REFR REFRIGERATORREINF REINFORCE/REINFORCED/
REINFORCEMENTREM REMOVERH ROUND HEADRHS ROUND HEAD SCREWRO ROUGH OPENINGROW RIGHT OF WAYSCH SCHEDULE (FOR PIPE)SCHED SCHEDULE / SCHEDULINGSD STORM DRAIN / SOAP DISPENSERSECT SECTIONSG SAFETY GLASSSHT SHEETSHTG SHEATHINGSMS SHEET METAL SCREWSND SANITARY NAPKIN DISPOSALSOV SHUT OFF VALVESPEC SPECIFICATIONSSS STAINLESS STEELSTC SOUND TRAMISSION CLASSSTL STEELSTSMS SELF TAPPING SHEET METAL SCREWSUSP SUSPENDEDSV SHEET VINYLSYM SYMMETRICALT TREADT&B TOP AND BOTTOMTO TOP OFTOC TOP OF CURB / CONCRETETOP TOP OF PARAPETTOS TOP OF STEELTOW TOP OF WALLTPD TOILET PAPER DISPENSERTS TACKABLE SURFACEU/C UNDER CABINET (OR COUNTERUNO UNLESS NOTED OTHERWISEUR URINALVAC VACUUMVB VAPOR BARRIERVCT VINYL COMPOSITION TILE VIF VERIFY IN FIELDVTR VENT THROUGH ROOFVWC VINYL WALL COVERINGW/ WITHW/O WITHOUTWB WOOD BASEWC WATER CLOSETWD WOODWDW WINDOWWGT WEIGHTWH WATER HEATERWP WATERPROOFING/WALL PROTECTIONWR WATER RESISTANTWRGB WATER RESISTANT GYPSUM BOARDWS WOOD SCREWWSCT WAINSCOTWWF WELDED WIRE FABRIC
HMC ArchitectsARCHITECT
G0.11 COVER SHEET / PROJECT DATA
Harry A. Yee & Associates, Inc.ELECTRICAL
E0.1 ELECTRICAL SYMBOLS LIST, SCHEDULE,ABBREVIATIONS & DETAILS
E0.2 ELECTRICAL SPECIFICATIONS
E0.3 ELECTRICAL SPECIFICATIONS
E2.11 POWER FLOOR PLAN
E5.11 FIRE ALARM FLOOR PLAN
E5.12 FIRE ALARM RISER, WIRING DIAGRAMS & NOTES
HMC ArchitectsARCHITECT
A2.11 FIRST FLOOR - DEMO PLAN, PLAN, ROOF PLAN,SECTION, DETAILS
A10.11 SPECIFICATIONS
DAVIS JOINT UNIFIED SCHOOL DISTRICT
EMERSON JHS CTE
2121 CALAVERAS AVEDAVIS, CA 95616
DN
DN
1. REFER TO SHEET G0.10 FOR TYPICAL SYMBOLS AND ABBREVIATIONS
2. WELDERS, EXTRACTORS, PLASMA CUTTERS, TABLES AND CARTS ARE ALL
OFCI.
E
MECHANICAL
15.4
WOOD SHOP
15.5
STORAGE
15.7 ELEC RM
15.8
CUSTODIAN
15.3
LOCATIONS FOR 3 WELDING STATIONS W/ EXTRACTORS, SEE ELECT. DWGS
LOCATION FOR 3 WELDING STATIONS W/O EXTRACTORS, SEE ELECT. DWGS
LOCATION FOR PLASMA CUTTER ON TABLE, SEE ELECT. DWGS
11
A2.11
OVERHEAD COVER
15.5
B
15.5A
A2.11
13
PATH OF TRAVEL
WARP UP ASPHALT PAVING AT EDGE
NEW ELECTRICAL PANEL, SEE ELECT. DWGS
(E) GLULAM
ALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL
(E) FRAMING(E) ROOF
A2.11
21
A2.11
16
E11
A2.11
ALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL
(E) ROOF OVERHANG
4" TYP
2"
11
A2.11
2% MAX. SLOPE
2%
MA
X. S
LO
PE
NEW CONCRETE PAVEMENT TO ALIGN W/ EXISTING COLUMNS, TYP.
5
A2.11
V.I.F
.
4' -
6"
8.3
3%
MA
X.
SLO
PE24
A2.11
TYP.
V.I.F.
9' - 0" CONCRETE RAMP
FLUSH W/ (E) PAVING
WARP UP ASPHALT PAVING AT EDGE
10
A2.11
23
A2.11
TYP.
4" (MIN.) THICK CONCRETE LANDING W/ #3 @ 18" O.C., EW
FINISH SURFACE AT 1/4" BELOW FIN. FL., TYP. ALONG BUILDING W/ EJ
2:1 TYP.
E
DEMOLISH EXISTING ASPHALT
21' - 0"
4' -
6"
9' -
0"
EXISTING DOOR (LOCATION VARIES)
OFFSET THRESHOLDMANF.: ZERO INTERNATIONALMODEL: 102A
#10 X 1 1/2" FHS
1/2" EXP JOINT FILLER
FIN GRADE
CONC PAVING
FACE OF CONC SLAB
2
1
TOS
1/4
"
MA
X.
1/4
"
MAX.1/2
" M
AX
.
SET IN BED OF MASTIC
0' - 8"
COMPACTED SUBGRADE
CONCRETE PAVEMENT AND REINFORCING
1/4" RADIUS
0' -
8"
EXISTING ASPHALT PAVING
NEW WARPED ASPHALT PAVING
0' -
4"
0' -
4"
1/8"
0' -
1"
NOTE: PLACE CONTROL JOINT @ 10'-0" E.W. MAX. U.N.O.SEE ENLARGED PLAN FOR LOCATIONS
CONCRETE PAVEMENT
SAWCUT JOINT
(E) GLULAM
(E) ASPHALT
CONCRETE RAMP
(E) GLULAM
(E) GLULAM COLUMN
CARABINER
EYE BOLT
0' - 4"
ALNET RAINBLOCK SHADECLOTH OR ARRPOVED EQUAL
ALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL
(E) ROOF
(E) 3x12 FRAMING
EYE BOLT
TURNBUCKLE
Keynotes:
Notes:
If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.
Please Recycle
3447019000
Agency
Approval:
File No.:
Facility:
ISSUE:
Project:
Sheet:
Date: Client Project No.:
Sheet:
NO. ISSUED DATE
T 916 325 1100 / www.hmcarchitects.com
2495 NATOMAS PARK DRIVE, STUDIO 100SACRAMENTO, CA 95833
C:\Revit Local Files\3447017000EmersonCTE-A18_Central_Kara.Merline.rvt
EMERSON JHS CTE
FIRST FLOOR - DEMO PLAN, PLAN, ROOFPLAN, SECTION, DETAILS
01/04/19 3447017000
A2.11
RALPH WALDO EMERSON JUNIOR HIGH SCHOOL
DAVIS JOINT UNIFIED SCHOOL DISTRICT2121 CALAVERAS AVEDAVIS, CA 95616
FIRST FLOOR - PLAN 11/8" = 1' - 0"1/4" = 1'-0"
11SECTION A
1/4" = 1'-0"
12ROOF PLAN
1/4" = 1'-0"
13ENLARGED PLAN
1/8" = 1'-0"
3FIRST FLOOR - DEMO PLAN
DOOR SCHEDULE
DOORNUMBER
DOOR SIZE
Fire R
ating
Door FRAME
HARDWAREGROUP G
LA
SS
DETAILS
COMMENTS
WIDTH
HEIGHT MA
TE
RIA
L
FIN
ISH
PA
NE
L T
YP
E
MA
TE
RIA
L
FIN
ISH
FRAMETYPE H
EA
D
JA
MB
1
JA
MB
2
TH
RE
SH
# O
F
PA
NE
L
15.5A 3' - 0" 7' - 0" NR (E) (E) 04 : S (E) (E) A : S (E) (E) (E) (E) (E) 10/A2.11 ADJUST EXISTING CLOSER SO FORCE REQUIRED TO OPERATEDOOR IS 5 LB MAX. AND PROVIDE NEW THREHOLD ONLY.EXISTING DOOR, FRAME, AND OTHER HARDWARE TO REMAIN.
15.5B 3'-0" 4' - 0" 7' - 0" NR (E) (E) 01 : D (E) (E) A : D (E) (E) (E) (E) (E) 10/A2.11 ADJUST EXISTING CLOSER SO FORCE REQUIRED TO OPERATEDOOR IS 5 LB MAX. AND PROVIDE NEW THREHOLD ONLY.EXISTING DOOR, FRAME, AND OTHER HARDWARE TO REMAIN.
6" = 1'-0"
10THRESHOLD AT CONCRETE
(E)
(E)
(E)
(E)
1 1/2" = 1'-0"
24CONCRETE PAVING EDGE @ ASPHALT
1 1/2" = 1'-0"
23CONCRETE CONTROL JT
1/2" = 1'-0"
5CONCRETE RAMP
3' - 0"
2
1
3" = 1'-0"
16SUNSHADE DETAIL @ GLULAM
3" = 1'-0"
21SUNSHADE DETAIL @ ROOF
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