1 addendum no. 1 02/06/2019 - djusd...2495 natomas park drive, studio 100 sacramento, ca 95833...
TRANSCRIPT
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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
![Page 2: 1 ADDENDUM NO. 1 02/06/2019 - DJUSD...2495 natomas park drive, studio 100 sacramento, ca 95833 c:\revit local files\3447017000 emerson cte-a18_central_kara.merline.rvt emerson jhs](https://reader033.vdocuments.net/reader033/viewer/2022041706/5e44e3c5f02e2143834a4945/html5/thumbnails/2.jpg)
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
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1 ADDENDUM NO. 1 02/06/2019
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1 ADDENDUM NO. 1 02/06/2019
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