business services contracts office 5735 47th avenue · business services contracts office 5735 47th...

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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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

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As indicated

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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


(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


EPOXY FLOORING-E1





(E) CONCRETE


(E) WALL 87

" T

OP

OF

EM

PO

XY

INTERIOR


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"


EPOXY FLOORING-E1

3" 6"


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





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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



3" = 1'-0"

1'


Sheet

Drawn By:

Checked By:

Revit Version:

Facility

Project

Sheet Title

Scale:

Sheet


Revisions#



MS04/23/2018

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As indicated

2017

MS

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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


1/2" = 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


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


(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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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



3" = 1'-0"

1'


Sheet

Drawn By:

Checked By:

Revit Version:

Facility

Project

Sheet Title

Scale:

Sheet


Revisions#



MS04/23/2018

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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.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


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


(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






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


2 X 6 BOTTOM PLATE

1/2"- 10" ASTM A307; GRADE A THREADED ROD EMBEDDED INTO (E) CONC SLAB W/EPOXY

6"

2"



EPOXY FLOORING-E1





(E) CONCRETE


(E) WALL

INTERIOR


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


2X6 BOTTOM PLATE

(E) NAILS

3" - 16d NAILS TYP

36"

STICH NAIL MULTIPLE JAMB/TRIMMER STUDS TOGETHER WITH 16d @24" OC TYP

3" 6"



EPOXY


(E) CONCRETE FLATWORK

(E) ROCK BASE

6" MIN.

AT CONCRETE WALKWAYB

AT RESTROOM SLABA

REMOVE AND REPLACE SLAB

EXISTING CONC SLAB

MIN3"


EPOXY FLOORING-E1

3" 6"


EPOXY

6" ROCK BASE COMPACTED TO 90% (E) ROCK BASE

(E) WALL

(E) AC PAVING


(E) NATIVE SOIL 95% COMPACTION

AT ASPHALT CONCRETE PAVINGC

GRADUALLY FEATHER SEAL COAT FOR 5' FROM TRANSITION

AT ASPHALT CONCRETE PAVING TO CONCRETE WALKWAYD





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:


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



3" = 1'-0"

1'


Sheet

Drawn By:

Checked By:

Revit Version:

Facility

Project

Sheet Title

Scale:

Sheet


Revisions#



MS04/23/2018

BACKCHECK SET

of

Issue Date:

1'1'1'1'

5/2

2/2

01

8 3

:59

:16

PM

C:\U

se

rs\A

Ham

ilto

n\D

eskto

p\R

evit\5

094

_E

thel P

hill

ips E

lem

en

tary

\50

94

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thel P

hill

ip E

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enta

ry_

aa

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_1

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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


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


1 ADDENDUM #1 5/22/18

1" = 1'-0"30

NEW CONCRETE/ PAVINGNEW CONCRETE/ PAVING

1

1

1

1

1