Business Services Contracts Office 5735 47th Avenue Sacramento, CA 95824 (916) 643-2464 ______________________________________________________________________________________________________
Gerardo Castillo, Chief Business Officer Jessica Sulli, Contract Specialist
ADDENDUM NO. 1
Date: May 23, 2018
Issued by: Sacramento City Unified School District
Project: Ethel Phillips & Woodbine ES Restrooms
You are hereby notified of the following changes, clarifications, or modifications to the original
Contract Documents, Specifications, and Drawings. This Addendum shall supersede the original
project documents, and shall take precedence over anything to the contrary therein. All Addenda
shall be acknowledged in the Bid Form. Failure to do so may result in disqualification of the bid. All
other conditions remain unchanged.
GENERAL
1.1 RFI responses are attached.
DRAWINGS
1.2 Refer to Drawing Sheet A2.01 (Woodbine)
Note: Revised to clarify limits of concrete and hardscape demolition.
1.3 Refer to Drawing Sheet A2.11 (Woodbine)
Note: Added detail 4 to direct concrete and asphalt construction.
1.4 Refer to Drawing Sheet A2.01 (Ethel Phillips)
Note: Revised to clarify limits of landscape & hardscape demolition.
1.5 Refer to Drawing Sheet A2.11 (Ethel Phillips)
Note: Added detail 30 to direct concrete and asphalt construction.
List of Attachments
1.6 RFI Responses
1.7 Woodbine - Sheets A2.01 and A2.11 (2 Full Size Drawings)
1.8 Ethel Phillips – Sheets A2.01 and A2.11 (2 Full Size Drawings)
END OF ADDENDUM NO. 1
# Bidder Name Date Asked Subject Question Response
1 Boldt 5/17/2018 Bid Date
The bid date is currently the date after a holiday. I am hearing
from several sub-contractors that they will be on vacation for the
bid day and will not be able to provide a proposal. Suggest
moving the bid date back a day or two to allow for better sub
coverage.
The bid date will not be changed.
2 Boldt 5/17/2018 Concrete Slab
The drawings call for the concrete slab to be removed in the
restrooms. Currently there are no details on the plans of how to
pour back the slab. Please provide.
See detail 30A/A2.11 for Ethel Phillips. See detail 4A/A2.11
for Woodbine.
3 Boldt 5/17/2018 Field OfficePer Spec Section 01 52 13, we are required to have office trailers
on site. Are these required for this project?
No, it is not required.
4 Boldt 5/17/2018 Work Hours
Due to the short duration of the project, there might be times when
overtime or weekend work is needed. What are the allowed work
hours?
Please refer to City ordinance for acceptable work hours.
5 Boldt 5/17/2018 Site Concrete
The plumbing drawings show new/old utilities that extend outside
of the restrooms. These utlities run under existing concrete
sidewalk and AC paving. Are there any requirements on how the
concrete sidewalk and AC paving are removed? Does the
concrete need to be removed from joint to joint or can we just
sawcut a 24" wide trench? Also provide details on patchback.
See detail 30B or 30C/A2.11 for ethel phillips. See detail 4B
or 4C/A2.11 for woodbine.
6 Boldt 5/17/2018 Electrical
Electrical drawings state to provide new power from existing panel.
What is the path for this new power? Can surface mounted
conduits on the exterior wall be used?
The drawings are diagrammatic and do not specify exact
pathways. Existing conditions and building construction
need to be evaluated to determine the best/required
pathway to be utilized for new conduit runs. Per keyed note
5 on sheets E2.11 and per the Symbols List on sheets
E0.01 new conduits shall be run concealed above ceiling.
7 Boldt 5/17/2018 Utility Depths Please provide the existing utility depths at POC's Depths to be contractor verfied
8 Boldt 5/17/2018 Specs
Items Division 1 of the specs are not filled out, such as Liquidated
Damages. Please provide updated Division 1 of specs.
Liquidated damages for this project will be $2,000/day.
9 Boldt 5/17/2018 Specs
The contractor is required to pay for temporary power and water
per Spec Section 01 50 00. Wil this be required for this project?
Also, are temp toilets required on this project or will other
restrooms be available?
District will have power and water service on and available,
however Contractor will have to provide temp power and
water, if needed, in the case of unforeseeable shut down
(generator, water truck, etc.). Temp toilets and hand wash
station will be required.
(E) WALLS TO REMAIN
(E) DOORS TO REMAIN
AREA NOT IN CONTRACT
(E) WALLS TO BE REMOVED SEE DEMO KEYNOTES
D006
D006
D007
D007
D005
D004D004D004
D013D003
D002D002
D003
D011
D008
D008 D006 D006D007
D003D003
D003
D002D002
D009
D009
D009D009
D009
D009
D014D014
D002
D012
B4
STORAGE
B4a
CLOSET
B5
CUSTODIAN
196 SF
B3
BOYS
173 SF
B2
GIRLS
PHOTO
02
30 SF
B7
CLOSET
D001
PHOTO
01
D017
D017
D018D018
D018
D019D019
D019D019
D021
D021
D021
D021
D018
D028
D029
D029
D029 D019
D019
D029
D031
D031
D031
D031
D031
D031
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1/16" = 1'-0"GRAPHIC SCALES:
5'0 50' 0 5'
1/8" = 1'-0" 1/4" = 1'-0"
25' 0 1' 12'
1/2" = 1'-0"
0 1' 6' 0
1" = 1'-0"3/4" = 1'-0"
4' 0 1'
1 1/2" = 1'-0"
03' 2' 0
A REDUCED PRINT SCALE ACCORDINGLY
IF THIS SHEET IS NOT 30"x42" , IT IS
3" = 1'-0"
1'
Client Project Number:
Sheet
Drawn By:
Checked By:
Revit Version:
Facility
Project
Sheet Title
Scale:
Sheet
HY Architects Project number:
Revisions#
This document is the property of the Owner and is not to be used without his written permission
Architect/Engineer Of Record:_________________________________________________
MS04/23/2018
BACKCHECK SET
of
Issue Date:
1'1'1'1'
5/2
2/2
01
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PM
C:\U
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As indicated
2017
MS
JM
RESTROOM RENOVATION
ENLARGED PLANS - DEMO
A2.01
WOODBINE ELEMENTARY SCHOOL2500 52ND AVENUE, SACRAMENTO, CA95822
18
Client Proj. #
5086
3
04/23/2018
GENERAL NOTES
LEGEND
DEMOLITION NOTES
DEMO KEYNOTES
1. ALL NOTES ARE TYPICAL, UON2. ALL OTHER EXISTING FURNITURE REMOVED BY OWNER
1. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.
2. MULTIPLE RACEWAYS FOR DATA, FIRE ALARM SYSTEM AND POWER ARE TO BE PRESERVED AND KEPT ACTIVE DURING CONSTRUCTION. THE FIRE ALARM SYSTEM NEED TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE ELECTRICAL ENGINEER AND DISTRICT REPRESENTATIVE TO REVIEW ALL EXISTING WIRING AND CONDUIT PRIOR TO DEMOLITION. IF AT ANY TIME THE FIRE ALARM SYSTEM CANNOT BE KEPT OPERATIONAL, A CONTINUOUS FIRE WATCH SHALL BE PROVIDED UNTIL FULL OPERATION IS RESTORED.
3. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SHUT DOWN OF AFFECTED UTILITIES PRIOR TO DEMOLITION. CONTACT THE PROJECT MANAGER AT SACRAMENTO CITY USD TO SCHEDULE ANY SHUT-DOWN A MINIMUM OF 48 HOURS IN ADVANCE.
4. ANY HAZARDOUS MATERIAL ENCOUNTERED SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL ORDINANCES. REFER TO THE HAZARDOUS MATERIALS ABATEMENT REPORT FOR SPECIFIC REQUIREMENTS.
5. SCHEDULE ALL DEMOLITION WORK AND HOURS OF OPERATION WITH THE DISTRICT PRIOR TO COMMENCEMENT OF WORK.
6. VERIFY ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION AND OR NEW WORK.
7. REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. AFTER DEMOLITION WORK PATCH ALL EXISTING WALLS AND CEILINGS TO MATCH ADJACENT WALL/CEILING SURFACES. FILL ALL HOLES FROM PREVIOUS ATTACHMENTS, EQUIPMENT ANCHORS OR WHERE WALLS HAVE REPAIRS; PATCH EXISTING OPENINGS AS REQUIRED TO MATCH ADJACENT SURFACES.
D001 DEMO (E) FLOOR MOUNTED TOILET
D002 DEMO (E) TOILET PAPER DISPENSER
D003 DEMO (E) TOILET PARTITION
D004 DEMO (E) FLOOR MOUNTED URINAL
D005 DEMO (E) CONCRETE CURB
D006 DEMO (E) SINK
D007 DEMO (E) SOAP DISPENSER
D008 DEMO (E) PAPER TOWEL DISPENSER
D009 DEMO (E) MIRROR AND REMOVE (E) SHELF
D011 DEMO (E) WALL
D012 DEMO (E) DRINKING FOUNTAIN AND WALL FINISHES AS REQUIRED FOR (N)SCOPE
D013 DEMO (E) WALL MOUNTED TOILET
D014 DEMO (E) GRAB BAR
D017 REMOVE (E) FLOOR DRAIN. DEMO/GRIND (E) CONC. SLAB AS NEEDED TOPROVIDE DRAINAGE TO (N) FLOOR DRAIN.
D018 (E) DOOR AND FRAME TO REMAIN
D019 DEMO FLOOR FINISH AND WALL TILE IN ITS ENTIRETY
D021 DEMO (E) WALL MOUNTED TOILET
D028 DEMO AS REQUIRED FOR (N) SCOPE, SPD
D029 (E) CONC. TO REMAIN
D031 DASHED AREA INDICATES APPROXIMATE LIMITS OF CONCRETE SLABTRENCHING. SEE DTL 30A/A2.11 AND COORDINATE WITH PLUMBING DRAWINGS
1/2" = 1'-0"1
DEMOLITION PLANDEMOLITION PLAN
1" = 30'-0"2
PHOTO 01PHOTO 01
1" = 30'-0"3
PHOTO 02PHOTO 02
No. Revisions By Date Appr.
1 ADDENDUM #1 5/22/18
1
1
1
1
A5.11
A
1D
C
B
A5.11B
A
2D
C196 SF
BOYS
B3
16 SF
B4a
CLOSETSTORAGE
B4
CUSTODIAN
B5
173 SF
GIRLS
B2
30 SF
CLOSET
B7
A9.11
30
A5.11
A
3
210
218
211
210
206206
209
201
201
203
212212
213
213
211
209
211
209
206206206
211
210210
218
202
201213 203 201 213
212212
215
207
211
204
204
204
216
216
2
A2.11
207
5' -
2"
3' -
1"
4' -
10
"3
' - 0
"
1' -
5 1
/2"
5' -
2"
3' -
1"
3' -
1"
5' - 2" 2' - 10"
207
207
207
11
A9.11
11
A9.11
3
A2.11
3
A2.11
16
A9.11
16
A9.11
3
A2.11
BOTH SIDES
3
A2.11
3
A2.11
3
A2.11
3
A2.11
BOTH SIDES
1' -
1"
2' -
2"
2' -
4"
1' -
4"
205
205
205
2' - 2"
2' -
6"
208
208
217
217
30"
18"
56"
60" MIN
3"
45"
56"
2"
34" MIN
219
34" MIN
219
60" MIN
220220
220220
4
A2.114
A2.11
4
A2.11
B
C
D
221
221
2214
A2.11
4
A2.11
4
A2.11
BC
D
VIF
APPROXIMATELY 20'-0"
VIF
APPROXIMATELY 20'-0"
4
A2.11
4
A2.11
4
A2.11
C
D
B
(E) DOORS
CLR
5' -
0"
CLR
4' -
0"
PUSH SIDE12" CLR
24" CLR @ EXT DR18" CLR @ INT DR
30"
48" CLR @ ACCESSIBLEFIXTURE
60" DIA CLR
AREA NOT IN CONTRACT
(N) WALLS
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION.
EPOXY FLOORING-E1
CAST IN PLACE CONCRETE
2 X 6 BOTTOM PLATE
1/2" CEMENT BACKER BOARD
1/2" MOISTURE RESISTANT GYPSUM WALLBOARD
CLEAR CONTINUOUS CAULKING
5/8" TERMINATION/COVE STRIP
(E) CONCRETE
EPOXY WALL COATING-E1
(E) WALL
1/2"- 10" ASTM A307; GRADE A THREADED ROD EMBEDDED INTO (E) CONC SLAB W/EPOXY
6"
INTERIOR EXTERIOR
2 X 6 WOOD FRAMING @ 16" OC
2"
FINISH CEILING, AS SCHEDULED
2 x 6 DOUBLE TOP PLATES ATTACHED WITH 4 1/2" 10d NAIL @ EACH (E) RAFTER ABOVE
GALVANIZED CONTINUOUS 5/8"J-TRIM
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION.
EPOXY FLOORING-E1
1/2" CEMENT BACKER BOARD
1/2" MOISTURE RESISTANT GYPSUM WALLBOARD
CLEAR CONTINUOUS CAULKING
5/8" TERMINATION/COVE STRIP
(E) CONCRETE
EPOXY WALL COATING-E1
(E) WALL 87
" T
OP
OF
EM
PO
XY
INTERIOR
GALVANIZED CONTINUOUS 5/8"J-TRIM
3" 6"
5" TH X 2500 PSI CONCRETE FLATWORK W/ BROOM FINISH TO MATCH (E) ADJACENT CONC.
#4 x 9" DOWEL AT 16" OC
EPOXY
6" ROCK BASE COMPACTED TO 90%
(E) CONCRETE FLATWORK
(E) ROCK BASE
6" MIN.
AT CONCRETE WALKWAYB
AT RESTROOM SLABA
REMOVE AND REPLACE SLAB
EXISTING CONC SLAB
MIN3"
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION.
EPOXY FLOORING-E1
3" 6"
#4 x 9" DOWEL AT 16" OC
EPOXY
6" ROCK BASE COMPACTED TO 90% (E) ROCK BASE
(E) AC PAVING
(N) 2 1/2" AC PAVING OVER 15" AGGREGATE BASE
(E) NATIVE SOIL 95% COMPACTION
AT ASPHALT CONCRETE PAVINGC
GRADUALLY FEATHER SEAL COAT FOR 5' FROM TRANSITION
AT ASPHALT CONCRETE PAVING TO CONCRETE WALKWAYD
5" TH X 2500 PSI CONCRETE FLATWORK W/ BROOM FINISH TO MATCH (E) ADJACENT CONC.
(N) 2 1/2" AC PAVING OVER 15" AGGREGATE BASE
6" ROCK BASE COMPACTED TO 90%
6" ROCK BASE COMPACTED TO 90%
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ISSUE DATE: BY:
1/16" = 1'-0"GRAPHIC SCALES:
5'0 50' 0 5'
1/8" = 1'-0" 1/4" = 1'-0"
25' 0 1' 12'
1/2" = 1'-0"
0 1' 6' 0
1" = 1'-0"3/4" = 1'-0"
4' 0 1'
1 1/2" = 1'-0"
03' 2' 0
A REDUCED PRINT SCALE ACCORDINGLY
IF THIS SHEET IS NOT 30"x42" , IT IS
3" = 1'-0"
1'
Client Project Number:
Sheet
Drawn By:
Checked By:
Revit Version:
Facility
Project
Sheet Title
Scale:
Sheet
HY Architects Project number:
Revisions#
This document is the property of the Owner and is not to be used without his written permission
Architect/Engineer Of Record:_________________________________________________
MS04/23/2018
BACKCHECK SET
of
Issue Date:
1'1'1'1'
5/2
2/2
01
8 3
:44
:18
PM
C:\U
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Ham
ilton
\De
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evit\5
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e E
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enta
ry\5
08
6_
Wo
odb
ine E
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en
tary
_a
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nzo_
17.r
vt
As indicated
2017
MS
JM
RESTROOM RENOVATION
ENLARGED FLOOR PLANS
A2.11
WOODBINE ELEMENTARY SCHOOL2500 52ND AVENUE, SACRAMENTO, CA95822
18
Client Proj. #
5086
5
04/23/2018
GENERAL NOTES
LEGEND
KEYNOTES
1. ALL NOTES ARE TYPICAL, UON2. ALL OTHER EXISTING FURNITURE REMOVED BY OWNER
1/2" = 1'-0"1
FLOOR PLANFLOOR PLAN
201 INSTALL SINK, SEE 19/A9.11
202 PROVIDE 30"X48" CLEAR FLOOR SPACE
203 INSTALL FOAM SOAP DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
204 INSTALL URINAL AND FLUSHOMETER, SEE 14/A9.11
205 INSTALL URINAL PRIVACY PARTITION, SEE 20/A9.11
206 INSTALL BATHROOM PARTITION AND DOORS, SEE 10&20/A9.11
207 INSTALL WALL MOUNTED TOILET, SEE 27/A9.11
208 INSTALL RECESSED HAND DRYER, SEE 7/A9.11 FOR MOUNTING HEIGHT
209 INSTALL TISSUE DISPENSER
210 INSTALL GRAB BAR, SEE 5/A9.11
211 INSTALL SEAT COVER DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
212 EPOXY FLOORING, E1
213 INSTALL 18"X36" MIRROR, SEE 17/A9.11
215 DRINKING FOUNTAIN, PATCH AND REPAIR WALL FINISH TO MATCH (E)CONDITION. PAINT TO MATCH (E) ADJACENT COLOR, SEE 28/A9.11
216 INSTALL FLOOR DRAIN. SLOPE FLOOR 2% MAX OR 1/8" PER FOOT MAX TOWARDDRAIN, TYP, SPD
217 LIGHT SWITCH, SED
218 INSTALL RECESSED TP DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
219 PROVIDE DOOR "U" PULL HANDLES ON BOTH SIDES. PROVIDE SELF CLOSINGHINGE. SEE SPECS
220 INSTALL ROOM SIGNAGE, SEE SHEET A9.12
221 APPROXIMATE CONCRETE TRENCH INFILL, SEE DTL 4/A2.11
1 1/2" = 1'-0"2
FINISH ON (N) WALL DETAILFINISH ON (N) WALL DETAIL 1 1/2" = 1'-0"
3FINISH ON (E) WALL DETAILFINISH ON (E) WALL DETAIL
No. Revisions By Date Appr.
1 ADDENDUM #1 5/22/18
1" = 1'-0"4
NEW CONCRETE FLATWORKNEW CONCRETE FLATWORK
1
1
1
1
1
(E) WALLS TO REMAIN
(E) WINDOWS TO BE REMOVED
AREA NOT IN CONTRACT
(E) WALLS TO BE REMOVED SEE DEMO KEYNOTES
G103
CLASSROOM
OFFICE
F102
CLOSET
F103
D006D006D007
D009D009
D009D009
D006D006D007
D008 D008
D015 D015 D005
D004D004D004
D016
D016
D003D003
D002
D001
D001
D002
D011
D002
D001
D002
D001
D003D003
D011
D010
D010
D011
D012
D010D011D010
D013D013
D014
D013D013
D014
RESTROOM
G100
BOY'SRESTROOM
G104
GIRL'S
CUSTODIAN
G101
D011
D011
D025D026
D013 D026
D013
D026
D027
D027
D028
D028
D030 D030 D030 D030
D031
D031
RESTROOM
C106
BOYS
D006D006D007
D008
D009D009
D002
D001
D002
D001
D003D003
D010 D011 D010
D011
D011
D006D006D007
D008
D009D009 D003D003
D002
D001
D002
D001
D010
D011
D010
D011
D012
D004D004D004
D005
D013 D013
D015 D015
D014D014
RESTROOM
C108
GIRLS
CUSTODIAN
C107
D016 D016
D025
D026
D013 D026
D013
D026
D027
D027
D028
D028
D031 D031
D030 D030 D030 D030
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01-31-2019
ISSUE DATE: BY:
1/16" = 1'-0"GRAPHIC SCALES:
5'0 50' 0 5'
1/8" = 1'-0" 1/4" = 1'-0"
25' 0 1' 12'
1/2" = 1'-0"
0 1' 6' 0
1" = 1'-0"3/4" = 1'-0"
4' 0 1'
1 1/2" = 1'-0"
03' 2' 0
A REDUCED PRINT SCALE ACCORDINGLY
IF THIS SHEET IS NOT 30"x42" , IT IS
3" = 1'-0"
1'
Client Project Number:
Sheet
Drawn By:
Checked By:
Revit Version:
Facility
Project
Sheet Title
Scale:
Sheet
HY Architects Project number:
Revisions#
This document is the property of the Owner and is not to be used without his written permission
Architect/Engineer Of Record:_________________________________________________
MS04/23/2018
BACKCHECK SET
of
Issue Date:
1'1'1'1'
5/2
2/2
01
8 3
:59
:15
PM
C:\U
se
rs\A
Ham
ilto
n\D
eskto
p\R
evit\5
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_E
thel P
hill
ips E
lem
en
tary
\50
94
_E
thel P
hill
ip E
lem
enta
ry_
aa
lon
zo
_1
7.r
vt
As indicated
2017
MS
JM
RESTROOM RENOVATION
ENLARGED DEMO FLOORPLANS
A2.01
ETHEL PHILLIPS ELEMENTARY SCHOOL2930 21ST AVENUE, SACRAMENTO, CA95820
20
Client Proj. #
5094
3
04/23/2018
GENERAL NOTES
LEGEND
DEMOLITION NOTES
DEMO KEYNOTES
1. ALL NOTES ARE TYPICAL, UON2. ALL OTHER EXISTING FURNITURE REMOVED BY OWNER
1.REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.
2.MULTIPLE RACEWAYS FOR DATA, FIRE ALARM SYSTEM AND POWER ARE TO BE PRESERVED AND KEPT ACTIVE DURING CONSTRUCTION. THE FIRE ALARM SYSTEM
NEED TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE ELECTRICAL ENGINEER AND DISTRICT REPRESENTATIVE TO REVIEW ALL EXISTING WIRING AND CONDUIT PRIOR TO DEMOLITION. IF AT ANY TIME THE FIRE ALARM SYSTEM CANNOT BE KEPT OPERATIONAL, A CONTINUOUS FIRE WATCH SHALL BE PROVIDED UNTIL FULL OPERATION IS RESTORED.4.CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SHUT DOWN OF AFFECTED UTILITIES PRIOR TO DEMOLITION. CONTACT THE PROJECT MANAGER AT SACRAMENTO CITY USD TO SCHEDULE ANY SHUT-DOWN A MINIMUM OF 48 HOURS IN ADVANCE.
5.ANY HAZARDOUS MATERIAL ENCOUNTERED SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL ORDINANCES. REFER TO THE HAZARDOUS MATERIALS ABATEMENT REPORT FOR SPECIFIC REQUIREMENTS.
6.SCHEDULE ALL DEMOLITION WORK AND HOURS OF OPERATION WITH THE DISTRICT PRIOR TO COMMENCEMENT OF WORK.7.VERIFY ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION AND OR NEW WORK.8.REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
9.AFTER DEMOLITION WORK PATCH ALL EXISTING WALLS AND CEILINGS TO MATCH ADJACENT WALL/CEILING SURFACES. FILL ALL HOLES FROM PREVIOUS ATTACHMENTS, EQUIPMENT ANCHORS OR WHERE WALLS HAVE REPAIRS; PATCH EXISTING OPENINGS AS REQUIRED TO MATCH ADJACENT SURFACES.
D001 DEMO (E) FLOOR MOUNTED TOILET
D002 DEMO (E) TOILET PAPER DISPENSER
D003 DEMO (E) TOILET PARTITION
D004 DEMO (E) FLOOR MOUNTED URINAL
D005 DEMO (E) CONC. CURB
D006 DEMO (E) SINK
D007 DEMO (E) SOAP DISPENSER
D008 DEMO (E) PAPER TOWEL DISPENSER
D009 DEMO (E) MIRROR
D010 DEMO (E) DOOR, FRAME, AND THRESHOLD
D011 DEMO (E) WALL
D012 DEMO (E) DRINKING FOUNTAIN AND WALL FINISH AS REQUIRED FOR (N) SCOPE
D013 DEMO FLOOR FINISH AND WALL FINISH IN ITS ENTIRETY
D014 DEMO CONCRETE SLAB IN ITS ENTIRETY. DO NOT DISTURB (E) FOOTINGS.
D015 DEMO (E) WINDOW SYSTEM IN ITS ENTIRETY
D016 DEMO (E) WALL PANEL
D025 (E) DOOR AND FRAME TO REMAIN
D026 (E) CONC. TO REMAIN
D027 (E) LIGHT SWITCH, DEMO PER ELEC DRAWINGS
D028 DEMOLISH AS REQUIRED FOR RECESSED HAND DRYER
D030 REMOVE (E) LANDSCAPE AS NEEDED FOR (N) PLUMBING. PROTECT IRRIGATION,SPD.
D031 DASHED AREA INDICATES APPROXIMATE LIMITS OF CONCRETE SLAB TRENCHING.SEE DTL 30A/A2.11 AND COORDINATE WITH PLUMBING DRAWINGS
1/2" = 1'-0"2
BUILDING G - DEMOLITION FLOOR PLANBUILDING G - DEMOLITION FLOOR PLAN 1/2" = 1'-0"
1BUILDING C - DEMOLITION FLOOR PLANBUILDING C - DEMOLITION FLOOR PLAN
No. Revisions By Date Appr.
1 ADDENDUM #1 5/22/18
11
1
1
1
1
1
(E) WALLS TO REMAIN
WINDOW SYSTEM
CLR
5' -
0"
CLR
4' -
0"
PUSH SIDE12" CLR
24" CLR @ EXT DR18" CLR @ INT DR
30"
48" CLR @ ACCESSIBLEFIXTURE
60" DIA CLR
AREA NOT IN CONTRACT
(N) WALLS
DOOR TAG, SEE A2.13
WINDOW TAG, SEE A2.13
A5.11B
A
3D
C
G103
CLASSROOM
OFFICE
F102
CLOSET
F103
CUSTODIAN
G101
A9.11
30
A5.11B
A
5D
C44"' MIN
RESTROOM
G100
BOY'SRESTROOM
G104
GIRL'S
210210218
211
201201
203
212
213213
202
201201
203
208 202
212
213213
214
214214
214
A5.12
A
3
209
211
209
211
210210
211
218
206206206
207
207
207
209
211
206206
204
204
204
207
G104
1
G100
1
216
216
215
AA
5' -
4"
2' -
8"
1' -
1"
2' -
8"
2' -
2"
6' -
8"
2' -
6"
2' -
6"
1' -
3"
5' -
4"
2' -
8"
2' -
8"
A5.12D
10
A2.11
10
A2.11
19
A2.13
15
A2.11
BOTH SIDES
15
A2.11
15
A2.11
15
A2.11
15
A2.11
205
205
205
207
217217
219219
219219
4
220
220
4' -
8"
208
8' -
6"
EQ
EQ
24"
60" MIN 60" MIN
4" MAX
56" MIN
4" MAX
56" MIN34" MIN 34" MIN
221221
222
222
36"
23
A2.13
23
A2.13
224 224 224 224
223
223
30
A2.11
30
A2.11
B
C
30
A2.11
D30
A2.11
30
A2.11
30
A2.11
B
C
D
1
1
A5.11D
A
1B
C
A5.11B
A
2D
C
RESTROOM
C106
BOYS
RESTROOM
C108
GIRLS
CUSTODIAN
C107
CLASSROOM
44"' MIN
A9.11
30
201201
203
202
202
203
201201
206
208
212
212
213213
213213
214
214
A5.12D
211
210210 218
209
209
206206
207
207
207
211
211
210210
211
218
206
209
206
204
204
204
211
207
C106
1
C108
1
216216
215
AA
5' -
4"
2' -
8"
1' -
1"
2' -
7"
2' -
2"
6' -
8"
2' -
4"
1' -
3 1
/4"
2' -
4"
5' -
4"
2' -
8"
2' -
8"
A5.12
A
2
10
A2.11
10
A2.11
15
A2.11
15
A2.11
19
A2.13
15
A2.11
BOTH SIDES
15
A2.11
15
A2.11
205
205
205
207
217217
219219
219219
1
220
220
208
4' -
9"
8' -
6"
214
214
EQ
EQ
56" MAX
60" MIN60" MIN
56" MIN
4" MAX4" MAX
24"
34" MIN 34" MIN
221221
222
222
36"
23
A2.13
23
A2.13
224 224 224 224
30
A2.1130
A2.11
30
A2.11
B
D
C
30
A2.1130
A2.11
30
A2.11
B
D
C
223
223
1
1
1
1
1
(E) CONC. SLAB
FINISH CEILING, AS SCHEDULED
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION
EPOXY FLOORING-E1
2 X 6 DF NO.2 WOOD STUD @ 16" OC SEE 26/12.11 FOR FRAMING
1/2" CEMENT BACKER BOARD
1/2" MOISTURE RESISTANT GYPSUM WALLBOARD
CLEAR CONTINUOUS CAULKING
5/8" TERMINATION/COVE STRIP
EPOXY WALL COATING-E1
PLASTER TO MATCH (E)
WALL BASE TO MATCH (E)
75
" T
OP
OF
EP
OX
Y
FRAMING PLYWOOD TO MATCH (E)
INTERIOREXTERIOR
A2.13
24
2 x 6 DOUBLE TOP PLATES ATTACHED WITH 4 1/2" 12d NAIL @ EACH (E) RAFTER ABOVE
CAST IN PLACE CONCRETE
2 X 6 BOTTOM PLATE
1/2"- 10" ASTM A307; GRADE A THREADED ROD EMBEDDED INTO (E) CONC SLAB W/EPOXY
6"
2"
GALVANIZED CONTINUOUS 5/8"J-TRIM
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION.
EPOXY FLOORING-E1
1/2" CEMENT BACKER BOARD
1/2" MOISTURE RESISTANT GYPSUM WALLBOARD
CLEAR CONTINUOUS CAULKING
5/8" TERMINATION/COVE STRIP
(E) CONCRETE
EPOXY WALL COATING-E1
(E) WALL
INTERIOR
GALVANIZED CONTINUOUS 5/8"J-TRIM
TYPICAL WINDOW
TYPICAL DOOR
2X6 DOUBLE TOP PLATES
4 1/2" 12d NAIL @ EACH (E) RAFTER
1/2"- 10" ASTM A307; GRADE A THREADED ROD EMBEDDED INTO (E) CONC SLAB
6"
(E) 2X6 SOLE PLATE
2X6 STUDS @ 16" OC
(E) WINDOW HEADER
(E) WINDOW SILL PLATES
6X8 DOOR HEADER
3" - 16d NAILS
CAST IN PLACE CONCRETE
2X6 BOTTOM PLATE
(E) NAILS
3" - 16d NAILS TYP
36"
STICH NAIL MULTIPLE JAMB/TRIMMER STUDS TOGETHER WITH 16d @24" OC TYP
3" 6"
5" TH X 2500 PSI CONCRETE FLATWORK W/ BROOM FINISH TO MATCH (E) ADJACENT CONC.
#4 x 9" DOWEL AT 16" OC
EPOXY
6" ROCK BASE COMPACTED TO 90%
(E) CONCRETE FLATWORK
(E) ROCK BASE
6" MIN.
AT CONCRETE WALKWAYB
AT RESTROOM SLABA
REMOVE AND REPLACE SLAB
EXISTING CONC SLAB
MIN3"
FLOOR LEVELING AS NECESSARY TO PROVIDE SMOOTH SURFACE FOR EPOXY AFTER (E) FLOOR FINISH DEMOLITION.
EPOXY FLOORING-E1
3" 6"
#4 x 9" DOWEL AT 16" OC
EPOXY
6" ROCK BASE COMPACTED TO 90% (E) ROCK BASE
(E) WALL
(E) AC PAVING
(N) 2 1/2" AC PAVING OVER 15" AGGREGATE BASE
(E) NATIVE SOIL 95% COMPACTION
AT ASPHALT CONCRETE PAVINGC
GRADUALLY FEATHER SEAL COAT FOR 5' FROM TRANSITION
AT ASPHALT CONCRETE PAVING TO CONCRETE WALKWAYD
5" TH X 2500 PSI CONCRETE FLATWORK W/ BROOM FINISH TO MATCH (E) ADJACENT CONC.
(N) 2 1/2" AC PAVING OVER 15" AGGREGATE BASE
6" ROCK BASE COMPACTED TO 90%
6" ROCK BASE COMPACTED TO 90%
ETE
C-27362
RENEWAL
O
ST
TA
CIL
E
T
AIN
C
RDATE
F LA ICFO
ESN I
CHD AR
ER
IB. HUS A
AM
R
C S
01-31-2019
ISSUE DATE: BY:
1/16" = 1'-0"GRAPHIC SCALES:
5'0 50' 0 5'
1/8" = 1'-0" 1/4" = 1'-0"
25' 0 1' 12'
1/2" = 1'-0"
0 1' 6' 0
1" = 1'-0"3/4" = 1'-0"
4' 0 1'
1 1/2" = 1'-0"
03' 2' 0
A REDUCED PRINT SCALE ACCORDINGLY
IF THIS SHEET IS NOT 30"x42" , IT IS
3" = 1'-0"
1'
Client Project Number:
Sheet
Drawn By:
Checked By:
Revit Version:
Facility
Project
Sheet Title
Scale:
Sheet
HY Architects Project number:
Revisions#
This document is the property of the Owner and is not to be used without his written permission
Architect/Engineer Of Record:_________________________________________________
MS04/23/2018
BACKCHECK SET
of
Issue Date:
1'1'1'1'
5/2
2/2
01
8 3
:59
:16
PM
C:\U
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As indicated
2017
MS
JM
RESTROOM RENOVATION
ENLARGED FLOOR PLANS
A2.11
ETHEL PHILLIPS ELEMENTARY SCHOOL2930 21ST AVENUE, SACRAMENTO, CA95820
20
Client Proj. #
5094
5
04/23/2018
GENERAL NOTES
LEGEND
KEYNOTES
1. ALL NOTES ARE TYPICAL, UON2. ALL OTHER EXISTING FURNITURE REMOVED BY OWNER
201 INSTALL SINK, SEE19/A9.11, SPD
202 PROVIDE 30"X48" CLEAR FLOOR SPACE
203 INSTALL FOAM SOAP DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
204 INSTALL URINAL AND FLUSHOMETER, SEE 17/A9.11
205 INSTALL 18" DEEP URINAL PRIVACY PARTITION, SEE 20/A9.11
206 INSTALL BATHROOM PARTITION AND DOORS, SEE 10&20/A9.11
207 INSTALL FLOOR MOUNTED TOILET, SEE 27/A9.11
208 INSTALL RECESSED HAND DRYER, SEE12/A9.11 & 7/A9.11 FOR MOUNTING HEIGHT
209 INSTALL TISSUE DISPENSER
210 INSTALL GRAB BAR, SEE 5/A9.11
211 INSTALL SEAT COVER DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
212 INSTALL DOOR, SEE 9/A9.11 FOR DOOR CLEARANCES
213 EPOXY FLOORING AND WALL COVERING
214 INSTALL 18"X36" MIRROR, SEE 17/A9.11
215 DRINKING FOUNTAIN, PATCH AND REPAIR WALL FINISH TO MATCH (E) CONDITION.PAINT TO MATCH (E) ADJACENT COLOR, SEE 28/A9.11
216 INSTALL FLOOR DRAIN. SLOPE FLOOR MIN 1/8" PER FOOT TOWARD DRAIN, TYP.LOCATE BELOW TOILET PARTITION AS SHOWN. SPD
217 COAT HOOK, SEE 7/A9.11
218 INSTALL RECESSED TISSUE DISPENSER, SEE 7/A9.11 FOR MOUNTING HEIGHT
219 INSTALL ROOM SIGNAGE, SEE SHEET A9.12
220 LIGHT SWITCH, SED
221 PROVIDE DOOR "U" PULL HANDLES ON BOTH SIDES. PROVIDE SELF CLOSINGHINGE. SEE SPECS
222 SEE 26/A2.11 FOR WALL FRAMING
223 SEE DTL 30A/A2.11 FOR SLAB CONSTRUCTION
224 REPLACE LANDSCAPE IN KIND TO MATCH ADJACENT CONDITION, TYP.
1/2" = 1'-0"2
BUILDING G - FLOOR PLANBUILDING G - FLOOR PLAN 1/2" = 1'-0"
1BUILDING C - FLOOR PLANBUILDING C - FLOOR PLAN
1 1/2" = 1'-0"10
FINISH ON (N) WALL DETAILFINISH ON (N) WALL DETAIL 1 1/2" = 1'-0"
15FINISH ON (E) WALL DETAILFINISH ON (E) WALL DETAIL
1/2" = 1'-0"26
FRAMING DETAILFRAMING DETAIL
No. Revisions By Date Appr.
1 ADDENDUM #1 5/22/18
1" = 1'-0"30
NEW CONCRETE/ PAVINGNEW CONCRETE/ PAVING
1
1
1
1
1