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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.
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3447019000
Agency
Approval:
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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