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

LOCATION FOR 6 WELDING STATIONS W/O EXTRACTORS, SEE ELECT. DWGS

LOCATION FOR PLASMA CUTTER ON TABLE, SEE ELECT. DWGS

-/ ---

-/ -

--

11

A2.11

15.5

B

15.5A

A2.11

13

PATH OF TRAVEL

WARP UP ASPHALT PAVING AT EDGE

NEW ELECTRICAL PANEL, SEE ELECT. DWGS

1

1

(E) GLULAM

ALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL

(E) FRAMING(E) ROOF

A2.11

21

A2.11

16

NOT USED

E11

A2.11

---

-ALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL

(E) ROOF OVERHANG

4" TYP

2"

NOT USED

-/ ---

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.

1

1

EJ

EJ EJ

EJ

EJ

EJ

EJ, ALL SIDES, TYP.

22

A2.11

TYP.

PATCH ASPHALT AS REQUIRED

1

E

-/ ---

-/ -

--

DEMOLISH EXISTING ASPHALT

35' - 9"

4' -

6"

9' -

0"

1

1

1

EXISTING DOOR (LOCATION VARIES)

OFFSET THRESHOLDMANF.: ZERO INTERNATIONALMODEL: 102A

#10 X 1 1/2" FHS

3/8" EXP JOINT FILLER

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

1

0' - 8"

COMPACTED SUBGRADE

#3 @ 18" O.C., E.W.

1/4" RADIUS

0' -

8"

EXISTING ASPHALT PAVING

NEW WARPED ASPHALT PAVING

0' -

4"

CONCRETEL PAVEMENT1

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

TOOLED OR SAWCUT JOINT

1

(E) GLULAM

(E) ASPHALT

CONCRETE RAMP

EJ, SEE 22/A2.11

1

(E) GLULAM

(E) GLULAM COLUMN

CARABINER

EYE BOLT

0' - 4"

ALNET RAINBLOCK SHADECLOTH OR ARRPOVED EQUAL

NOT USEDALNET RAINBLOCK SHADECLOTH OR APPROVED EQUAL

(E) ROOF

(E) 3x12 FRAMING

EYE BOLT

TURNBUCKLE

NOT USED

CONCRETE PAVING

CONTINUOUS 1/4" TOOLED EDGE

SELF-LEVELING JOINT SEALANTOVER EXPANSION JOINT FILLER

0' - 0 1/2" 1' - 0" 0' - 0 3/8" 1' - 0 1/8"

EQ

.EQ

.

SMOOTH DOWELS GROUTED INTO 1 1/2" X 6" HOLES W/ NON-SHRINK GROUT @ (E) CONCRETE

NOTE:PLACE EXPANSION JOINTS @ 20'-0" E.W.MAX, UNO. SEE ENLARGED PLAN FOR LOCATIONS

1

AT EXISTING CONDITIONS DRILL HOLES TO SET DOWELS

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 THRESHOLD 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 THRESHOLD 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

1 SCOPE REVISIONS 01.30.2019

1

1 1/2" = 1'-0"

22EXPANSION JOINT

1

1 ADDENDUM NO. 1 02/06/2019

Keynotes:

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

SPECIFICATIONS

01/04/19 3447017000

A10.11

RALPH WALDO EMERSON JUNIOR HIGH SCHOOL

DAVIS JOINT UNIFIED SCHOOL DISTRICT2121 CALAVERAS AVEDAVIS, CA 95616

SPECIFICATIONS 11

1 ADDENDUM NO. 1 02/06/2019

1 ADDENDUM NO. 1 02/06/2019

1

1

1

1

1 ADDENDUM NO. 1 02/06/2019

1

1