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