36C24419B0045-003.pdf

CONSULTANTS:

Drawing Title Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

ARCHITECTS/ENGINEERS:

6"

6" 6" o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Approved: Project ManagerApproved: Manager, Projects Section

Approved: Vice President, Facilities Management

Approved: Chief Operating Officer

Approved: Director

65432

SEAL

209 SANDUSKY STREET

PITTSBURGH, PENNSYLVANIA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

Revision# Date

503-17-110

CJC AC

1-G001 05-02-2019

100% CONSTRUCTION DOCUMENTS

WATER RELATED ISSUES

INCLUDING MISC.

RESTROOM RENOVATIONS

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

05-02-2019 18014

COVER SHEET

WATER RELATED ISSUES

INCLUDING MISC. RESTROOM

RENOVATIONS

BUILDING 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602

VICINITY MAP

SITE

LOCATION MAP

SITE

PROJECT DIRECTORY

OWNER:

JAMES E. VAN ZANDT VA MEDICAL CENTER

2907 PLEASAANT VALLEY BLVD.

ALTOONA, PA 16602

(814) 943-8164

CONTACT: NICHOLAS CHABON, P.E.

ARCHITECT/ENGINEER:

AE WORKS, LTD

209 SANDUSKY STREET

PITTSBURGH, PA 15212

(412) 287-7333

CONTACT: TONY CILLO, E.I.T.

DRAWING INDEX

SHEET # SHEET NAME

1-EP10SB SUB-BASEMENT PLUMBING AND ELECTRICAL PLAN

1-EP10B-A BASEMENT PLUMBING AND ELECTRICAL PLAN - SECTION A

1-EP10B-B BASEMENT PLUMBING AND ELECTRICAL PLAN - SECTION B

1-EP10B-C BASEMENT PLUMBING AND ELECTRICAL PLAN - SECTION C & E

1-EP10B-D BASEMENT PLUMBING AND ELECTRICAL PLAN - SECTION D

1-EP101-A FIRST FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION A

1-EP101-B FIRST FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION B

1-EP101-C FIRST FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION C

1-EP101-D FIRST FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION D

1-EP101-E FIRST FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION E

1-EP102-A SECOND FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION A

1-EP102-B SECOND FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION B, C & D

1-EP102-C SECOND FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION E

1-EP103-A THIRD FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION A & B

1-EP103-B THIRD FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION C & D

1-EP104-A FOURTH FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION A & C

1-EP104-B FOURTH FLOOR PLUMBING AND ELECTRICAL PLAN - SECTION D

1-EP105 FIFTH FLOOR PLUMBING AND ELECTRICAL PLAN

1-EP106 SIXTH FLOOR PLUMBING AND ELECTRICAL PLAN

1-EP107 SEVENTH FLOOR PLUMBING AND ELECTRICAL PLAN

1-EP108 EIGHTH FLOOR PLUMBING AND ELECTRICAL PLAN

1-P401 MECHANICAL ROOM BA10 HOT WATER HEATERS DIAGRAM

1-P402 PT/OT AND AMB. CARE HOT WATER HEATER DIAGRAMS

1-P403 VALVE PIT DETAIL

1-P404 RESTROOM PLUMBING DEMOLITION AND NEW WORK PLANS

1-P405 RESTROOM PLUMBING DEMOLITION AND NEW WORK PLANS

1-P501 PLUMBING DETAILS & SCHEDULE

1-P601 MAIN BUILDING HW RISER DIAGRAM

1-P602 AMB. CARE HWR RISER DIAGRAM

1-P603 PT/OT AND AMB. CARE ADDITION HW RISER DIAGRAM

3-EP401 BOILER PLANT PLAN AND WATER SERVICE DIAGRAM

3-P101 EXISTING WATER RESERVOIR MODIFICATION PLAN

3-P301 EXISTING WATER RESERVOIR MODIFICATION SECTIONS

DRAWING INDEX

SHEET # SHEET NAME

1-G001 COVER SHEET

1-ASB-1 ASBESTOS ABATEMENT FIRST FLOOR

1-ASB-2 ASBESTOS ABATEMENT SECOND FLOOR

1-C101 PROPOSED WATERLINE, METER VAULT SITE PLAN AND DETAIL

1-C102 AREAWAY STRUCTURAL WALL PLAN

1-C301 WATERLINE PROFILE

1-C401 AREAWAY STRUCTURAL WALL AND METER VAULT DETAILS

1-A001 NOTES, PARTITION TYPES AND MOUNTING HEIGHTS

1-A101 ARCHITECTURAL NEW WORK PLANS

1-AD101 ARCHITECTURAL DEMO PLANS

1-P001 PLUMBING SYMBOLS AND ABBREVIATIONS

1-PD10SB SUB-BASEMENT PLUMBING DEMOLITIOIN PLAN

1-PD10B-A BASEMENT PLUMBING DEMOLITION PLAN - SECTION A

1-PD10B-B BASEMENT PLUMBING DEMOLITION PLAN - SECTION B

1-PD10B-C BASEMENT PLUMBING DEMOLITION PLAN - SECTION C & E

1-PD10B-D BASEMENT PLUMBING DEMOLITION PLAN - SECTION D

1-PD101-A FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTION A

1-PD101-B FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTION B

1-PD101-C FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTION C

1-PD101-D FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTION D

1-PD101-E FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTION E

1-PD102-A SECOND FLOOR PLUMBING DEMOLITION PLAN - SECTION A

1-PD102-B SECOND FLOOR PLUMBING DEMOLITION PLAN - SECTION B, C & D

1-PD102-C SECOND FLOOR PLUMBING DEMOLITION PLAN - SECTION E

1-PD103-A THIRD FLOOR PLUMBING DEMOLITION PLAN - SECTION A & B

1-PD103-B THIRD FLOOR PLUMBING DEMOLITION PLAN - SECTION C & D

1-PD104-A FOURTH FLOOR PLUMBING DEMOLITION PLAN - SECTION A & C

1-PD104-B FOURTH FLOOR PLUMBING DEMOLITION PLAN - SECTION D

1-PD105 FIFTH FLOOR PLUMBING DEMOLITION PLAN

1-PD106 SIXTH FLOOR PLUMBING DEMOLITION PLAN

1-PD107 SEVENTH FLOOR PLUMBING DEMOLITION PLAN

1-PD108 EIGHTH FLOOR PLUMBING DEMOLITION PLAN

LEGEND

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

RCM BSR

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SKELLY AND LOY, INC.

800-340-7538

PITTSBURGH, PA 15238

3280 WILLIAM PITT WAY

2907 PLEASANT VALLEY BLVD, ALTOONA, PA 16602

ASBESTOS ABATEMENT

1" = 4'0"

FIRST FLOOR

ASBESTOS ABATEMENT

KEY PLAN

NORTH

PROJECT

FUTURE MENTAL HYGIENE & CLINIC SPACE

40' X 72'

FUTURE EXPANSION OF ADMINISTRATION

U P

STOR.

LAUNDRY

141C

VETERANCE

141Q

BEN.

VETERANCE BEN.

141L

FIRE CLOS.

141B

LAUNDRY

141D

141N141E

STORAGE

141M

VEST

CAT SCAN

131B 131C

OFFICE

131D

COMPUTER RM

131E

131F

XRAY FILE STOR

141G

LAUNDRY

141A

CORR

PATIENT CLOTHING

STORAGE

ELEC CLOS

ELEV

E102

SOCIAL WORK

WOMENS

144A

EMPLOYEE LOUNGE

145A

145B

CLINIC

OFFICE

S100

STAIRS OFFICE

140C

140B

LITTER AREA

MORGUE

140A

AUTOPSY

TLT

134A

TLT

XRAY

CAT SCAN

STOR

131A

CL

CL

130B

CL

130A

STORAGE

131K

ULTRTA SOUND

131J

OFFICE

131H

XRAY FILE

131G

STOR

SOILED UTIL

VIEWING

RADIOLOGY

129B

DEXA

129A

OFFICE

XRAY

XRAY

WAITING

WAITING

FXC

TLT

125A

XRAY

CADIO LAB EKG

147C

LAB OFF

LAB OFFICE

ECHO LAB

148B

AUDIOLOGY CLINIC

148C

OFFICE

148A

WAITING

148A

ELEV

E100

W TLT

TLT

126A MENS

OFFICE

121 OFFICE

OFFICE

DIET

CONSULT

LOBBY

194C

OP MANGER

120A

OFF

RESPIRATORY

118A

RESP.

117A

EXAM/TREAT

116B

RESP.

TOILET

117B

CASHIER

TEL CL

199A

STAIRS

S102

ELEC RM

198C

BILLING OFF

EXAM/TREAT

116A

CORR

EXAM/TREAT

116C

EXAM/TREAT

116D

WAITING

TOILET

115A

TOILET

CLERK/HBA

100 CORR.

100C

CLERK/HBA

100D

CLERK/HBA

100A

EQUIPMENT RM

100B

CORR.

101A NURSE STA.

101B

STOR.

101D

STAIRS

S103

DIRTY UT.

102A

ENT./CONF.

CORR.

102B

NURSING

113B

CONSULT.

113A

SURG.

NURSE

EXAM

AUDIOLOGY

ELECTRIC

AUDIOLOGY

OFFICE

OFFICE

OFFICE

198D PRIMARY CARE

M TLT

197A

W TLT

PR CARE

MED DIR

CORR

194B

CLERK OFF

CHIEF CLERK

OFF

CLERK OFF

151A

CLERK OFF

152A

CLERK OFF

157D MULTI-PURPOSE

156A4

SECRETARY

PR. CARE OFF

195B

MED PREP

157A

157J

VEST

194A

MED RECORDS

193G

OFFICE

193F

STAIRS

S101

MED RECORDS

EQUIP

193E

CLERK

193D

CLERK

193C

192G

VEST

188B

POLICE

DIR.SECURITY

185184183

M. TLT

W. TLT

MECH RM

188A

MECH RM

OUTPATIENT LOBBY

180A

157B

ELEV

E101

CHECK-IN

CLERK

176H

CLERK

172G

CLERK

172E

CLERK

172D

172F

172I

172J

EXAM RM

172C

EXAM RM

172B

EXAM RM

172A

EXAM RM

EXAM RM

EXAM RM

STAIRS

S104

162A

WAITING ROOM

162HAC

160160A 159159A

159B159C

MECH RM

ELEC. CL.

158A DIR.OP

168A

SERV. OFFICE

EXAM RM

CORR

161A

B.P.SCR

RM

TLT

ELEC CL

TEL CL

TLT

EXAM RM

168B

TLT

157E

VAULT

PHARMACY

169C

EXAM RM

169B

EXAM RM

169A

EXAM RM

161B

CORR

EXAM RM

EXAM RM

175A

TLT

157C

HAC 177A

STOR.

OFFICE 177

CONF RM

PHARMACY OFF

MECH

SHAFT

MECH

SHAFT

WAITING

A117A

CORR

A117

PAT TLT

A120

STAFF TLT

A119

CONF/MTG

A118

STAFF RM.

A123

CLERKS

A121

MEDS

A125

DISCHARGE

A122A

DISCHARGE

A122B

CLEAN UTIL.

A124

SOILED

A126

EX/TRT/OFF

A127

EXAM RM

A129

EX RM

A130

EX/TRT/OFF

A131

CORR

A128

EX RM

A132

EX/TRT/OFF

A133

EX/TRT/OFF

A135

EX/TRT/OFF

A134

STAIRS

AS100

DN

CORR

A114

CORR

A122

EX RM

A136

EX/TRT/OFF

A137

EX/TRT/OFF

A116 EX/TRT/OFF

A115

EXAM

A112

ELEC.CL.

A140A

HAC

A140

PAT TLT

A139

BED 4

A138E

BED 3

A138D

BED 2

A138C

BED 1

A138B

DECONTAMINATION

A141

VESTIBULE

A142

EQUIP. ALCOVE

A138A

CORR

A138

CORR

A143

NURSES STATION

A138F

CORR

A109

EXAM RM

A111

OXYGEN

A110

ALCOVE

A148

CLEAN HOLD

A147

MED RM.

A146

NOUR

A138G

CLERKA

A145

TRIAGE

A144

REGISTRATION

A105

CENTRAL REGISTRATION

A106

TLT/SHR

A107A ON-CALL

A107

ELIGIBILITY

A106F

MACHINES

A106A

OPERATOR

A106B

STAFF TLT

A106C

V.I.C OFFICE

A106E

LOCKERS

A106D

CORR

A104

CORR

A102

WAITING

A101B

WHEEL CHAIR STOR.

A101A

WAITING

A101RECEP

A101C

AOD

A101D

VESTIBULE

A100

ER WAITING

A101E

CLINIC

CLOSET

RM

EXAM

RM

PRACTITIONER

NURSE

PRACTITIONER

EXAM

RM

INTERVIEW

H O

U S

E

K E

E P

IN

G

TOIL

ROOMSCAN

CONTROL RM

FREEZER

FREEZER

OXYGEN

SMOKING

RM

OFFICE

LOCKER

ECHO CAROTID

DOPLER

SUPERVISOR

CONSULT # 1

156A1

CONSULT # 2

156B

RX PICKUP

STORAGE

05/02/2019

ASBESTOS CONTAINING MATERIALS

ACM NOTES

503-17-110

SETUP AND PROJECT PHASING.

AREA WORK FOR PLAN ICRA THE AND PLANS AND DRAWINGS CONTROL

DUST APPLICABLE REFERENCE SHALL CONTRACTOR THE 11.

1926.500-503.

CFR 29 M SUBPART INCLUDING REGULATIONS APPLICABLE ALL TO

ADHERE SHALL CONTRACTOR THE AREA. ADJOINING THE ABOVE FEET

(6) SIX THAN GREATER SURFACES ON EDGES AND SIDES UNPROTECTED

WITH WORKING WHEN REQUIRED BE SHALL PROTECTION FALL 10.

(1910.146) DURING ABATEMENT ACTIVITIES. 29 CFR 1926

AND 1926.453, CFR 29 1926.450-454, CFR 29 L SUBPART INCLUDING SPACE

CONFINED AND LIFTS WORK AERIAL SCAFFOLDING, FOR REGULATIONS

APPLICABLE ALL TO ADHERE SHALL CONTRACTOR THE 9.

AREA.

WORK PROJECT THE IN PROCEED TO PROJECT RENOVATION THE FOR

SAFE ENVIRONMENTALLY AREA WORK THE MAKE AND ACM SPECIFIED

REMOVE TO IS WORK ABATEMENT THE OF INTENT THE WORK. THE

BY GENERATED MATERIALS CONTAMINATED OR CONTAINING ASBESTOS

ANY OF DISPOSAL THE INCLUDES ALSO WORK THE FIBERS. ASBESTOS

AIRBORNE WITH CONTACT FROM BOTH, OR AREA, AND ENVIRONMENT

THE WORKERS, PROTECT TO MATERIALS CONTAINING ASBESTOS

OF CONTROL AND HANDLING THE INCLUDES COVERED WORK THE 8.

ADJACENT TO THE WORK AREA FOR RE-INSTALLATION.

STORED AND REMOVED CAREFULLY BE SHALL TILE CEILING VACUUM.

FILTERED HEPA A USING CLEANED BE SHALL INSULATION PIPE ACCESS

TO REMOVED BE TO REQUIRED IS THAT TILE CEILING ANY REMOVED.

BE TO COATING TAR WALL ACM ACCESS TO WALLS CONTAINING

NON-ASBESTOS ALL REMOVE SHALL CONTRACTOR THE 7.

UNTIL FINAL CLEARANCE OF EACH WORK AREA IS ACHIEVED.

WEEK, PER DAYS 7 DAY, PER HOURS 24 MANOMETER, RECORDABLE

A USING PRESSURE, THE RECORD AND PRESSURE NEGATIVE MAINTAIN

SHALL CONTRACTOR THE AREAS, WORK CONTAINMENT IN 6.

THE DESIGNATED VA REPRESENTATIVE.

WITH COORDINATED BE SHALL PANEL TEMPORARY THE OF CONNECTION

THE PANEL. POWER GFCI TEMPORARY THE CONNECT TO ELECTRICIAN

LICENSED A RETAIN SHALL CONTRACTOR THE CONDUCTED.

BE TO IS WORK WHERE FLOOR THE ON LOCATED PANELS DISTRIBUTION

POWER A TO CONNECTED AND INSTALLED BE SHALL PANELS

GFCI PANEL. GFCI THE INSTALL AND PROVIDE SHALL CONTRACTOR

THE PANEL. POWER GFCI A TO CONNECTED BE SHALL AREAS

WORK REGULATED THE WITHIN LIGHTS AND EQUIPMENT CONTRACTOR

OPERATE TO USED POWER ALL - POWER GFCI TEMPORARY 5.

AND WATER CONTAMINATION.

DUST FROM THEM PROTECT TO SHEETING PLASTIC WITH DETECTORS

SMOKE THE COVER SHALL AND SYSTEM FIRE MAIN THE FROM ISOLATED

AREA WORK THE IN DETECTORS SMOKE ANY HAVE TO ARRANGE

SHALL CONTRACTOR THE SHEETING. PLASTIC 6-MIL RETARDANT

FLAME OF TWO-LAYERS WITH SEALED BE SHALL AREA WORK

THE OF CEILING THE - DETECTORS SMOKE AND HEADS SPRINKLER 4.

DECONTAMINATION CHAMBERS WITHIN THE WORK AREA IS REQUIRED.

THE OF PLACEMENT 1.9. SECTION WITH ACCORDANCE

IN CHAMBERS DECONTAMINATION WASTE AND PERSONNEL

SEPARATE DESIGN AND CONSTRUCT SHALL CONTRACTOR THE

- LOCATION ENCLOSURE DECONTAMINATION PERSONAL/WASTE 3.

SHALL BE DISPOSED OF AS NON-FRIABLE ASBESTOS WASTE.

TAR WALL WASTE. ASBESTOS FRIABLE AS OF DISPOSED BE SHALL

INSULATION PIPE ASBESTOS-CONTAINING ACCUMULATED THE B.

NEGATIVE AIR PRESSURE IN THE WORK AREA.

APPROPRIATE THE RE-ESTABLISH TO REPAIRS NECESSARY THE MAKE

AND WORK STOP SHALL CONTRACTOR THE COLUMN, WATER OF INCHES

-0.02” BELOW FALLS AREA WORK THE WITHIN PRESSURE AIR NEGATIVE

THE TIME ANY AT IF REMOVAL. DURING TIMES ALL AT MAINTAINED BE

SHALL AREA WORK THE IN PRESSURE AIR NEGATIVE ADEQUATE A.

PRESENT IN THE WORK AREA USING MANUAL WET METHODS.

MATERIALS ASBESTOS-CONTAINING THE REMOVE SHALL CONTRACTOR

THE - METHOD REMOVAL TAR WALL AND INSULATION PIPE 2.

3.1.4 OF THE SPECIFICATIONS.

SECTION BY REQUIRED AS SHEETING POLYETHYLENE OF LAYERS 2 WITH

SURFACES WORK ALL PROTECT AND SEAL SHALL CONTRACTOR THE

AREA’S NEGATIVE AIR PRESSURE.

WORK THE MONITOR TO CONTINUALLY TO USED BE SHALL MANOMETER

DIGITAL A MINIMUM, A AT AREA. WORK THE OUTSIDE POSTED

MANOMETERS DIGITAL OF USE THE THROUGH CONTRACTOR THE BY

MONITORED CONTINUOUSLY BE SHALL AREA WORK THE IN PRESSURE

AIR NEGATIVE AREA. WORK THE INSIDE HOUR PER CHANGES AIR (4)

FOUR LEAST AT GENERATE TO USED BE WILL UNITS EXHAUST FILTERED

HEPA THESE BUILDING. THE OF EXTERIOR THE TO EXHAUSTED

HANDLERS AIR FILTERED HEPA USING AREA WORK THE IN CREATED

BE SHALL PRESSURE AIR NEGATIVE REMOVAL. ASBESTOS DURING

TIMES ALL AT PROVIDED BE SHALL LOCATION, PERIMETER AREA WORK

ANY AT MEASURED AS COLUMN, WATER OF INCHES -0.02 LEAST AT

OF PRESSURE AIR NEGATIVE A CONTAINMENTS. PRESSURE NEGATIVE

WITHIN CONDUCTED BE SHALL WORK REMOVAL ASBESTOS ALL

NON-ASBESTOS MATERIALS FROM THE WORK AREA.

ALL AND ASBESTOS ALL OF REMOVAL THE PERFORMING WHEN

DUST OF RELEASE THE CONTROL TO CLEANERS VACUUM FILTERED

HEPA AND METHODS WET USE SHALL CONTRACTOR THE COATING. TAR

WALL AND INSULATION PIPE ACM ACCESS TO AREAS WORK ASBESTOS

DESIGNATED THE WITHIN FROM CREATED MATERIALS, CONTAINING

NON-ASBESTOS ALL OF DISPOSE AND REMOVE SHALL CONTRACTOR THE

THE DRAWINGS.

ON INDICATED WHERE RENOVATIONS, THE BY IMPACTED BE WILL WHICH

AREAS WORK THE FROM TAR WALL AND INSULATION PIPE CONTAINING

ASBESTOS OF DISPOSE AND REMOVE SHALL CONTRACTOR THE -

REMOVAL TAR WALL AND INSULATION PIPE ASBESTOS-CONTAINING 1.

WORK AREA

AIR CELL PIPE INSULATION

1-ASB-1

100% CONSTRUCTION DOCUMENTS

VETERANCE BEN.

STORAGE

ELEC CLOS

ELEV

E102

SOCIAL WORK

WOMENS

144A

EMPLOYEE LOUNGE

145A

CLINICOFFICE

LOCKER

WATER RELATED ISSUES

INCLUDING MISC.

RESTROOM RENOVATIONS

18014 x x x x x x x x x x x x x x x x x x x x x x x x x x

OFFICE

x x x x x x x x x xxxxxxx x

STOR

232A

STOR

232C

CORR

STOR

FOOD FREEZER

FREEZER

CORR

CLEANING SUPPLIES

STOR

STOR

236A

TRASH RM

234B

STORE

234A

FREEZER

229A

TLT

INGREDIENT STORAGE

BREAK ROOM

STAIRS

S201

POT/PAN WASH RM

FREEZER

SOILED

ELEV

E202

KITCHEN

DISH ROOM

DIETICIAN OFFICE

240C

CHIEF NUTRITION

240B

CORR

274B

OFFICE

240A

DIET COMM

VOLUNTEER

STOR

216A

253Q

DAYROOM

CHIEF VOL SERV

SECRY VOL SERV

CATHOLIC

SOC WK OFFICE

OFFICE

210 205A

SACRISTY

CHAPLIN OFFICE

HAC

PROSTHET OFFICE

STAIRS

S203

FXC

STOR

CHAPEL

203A

240D

ELEC CLO

EDUCATION CLASSROOM

CORR

LOUNGE

CHAPLIN

STAIRS

274A

S202

ELEV

E200

VOL. KIT

HAC

ELEC. CL

TELE

CL

OFFICE

RECEPTIONIST

241A

WAITING ROOM

DARK RM

XRAY

243A

XRAY

243B

STOR

244A

EXAM ROOM

STOR

STERILIZER RM

248 EXAM/TR

DENTAL CAST RM

EXAM/TR

EXAM/TR

251A

ORAL SURG

252STORAGE

252A

CHEMISTRY LAB

253A

253B

SECRETARY

253C

SECRY SPEECH PATH

WAITING ROOM

253D

TLT

253E

TLT

253F

253G

LIBRARY

LIBR. OFFICE

256B

LIBR. WORK RM

256A

ELEC CLO

TEL

255A

STAIRS

S204

LAB CONF RM

TLT

254B

TLT

254A

HISTOLOGY

253VMICROBOLOGY

253U

SUPPLY STOR

253L

HAC

253M

STORAGE

253K

LAB OFFICE

253T

MICROBIOLOGY

253S

STOR

253R

SPECIAL CHEMISTRY

253N

EQUIP RM

253P

WASH RM

253J

BLOOD BANK

253H

PHLOBOTOMY

ELEV

PHYSICAL THERAPY

E201

TUB ROOM

CORR

OCCUPATIONAL THERAPY

STAIRS

S201

WOMENS

266MENS

PHYS TH OFFICE

OFFICE

259A

OFFICE

258A

STOR

258B

STORAGE

TLT

STOR

261A

261B

261C

PT OFFICE

262A

262B

262C

LOBBY

VEST

274C

CORR

274D

CORR

274E

CORR

274F

275A

CORR

275B

CORR

CORR

CORR

275C

274G

CORR

274H

CORR

TEL

273A

ROOF OF FIRST FLOOR

WAREHOUSE

222 A

UP

UP

UP

OFFICE

HISTOLOGY &

MICROBIOLOGY

253 UP

OFFICE STORAGE

UP

LEGEND

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

RCM BSR

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SKELLY AND LOY, INC.

800-340-7538

PITTSBURGH, PA 15238

3280 WILLIAM PITT WAY

2907 PLEASANT VALLEY BLVD, ALTOONA, PA 16602

ASBESTOS ABATEMENT

1" = 4'0"

SECOND FLOOR

ASBESTOS ABATEMENT

KEY PLAN

NORTH

PROJECT

05/02/2019

ASBESTOS CONTAINING MATERIALS

ACM NOTES

503-17-110

SETUP AND PROJECT PHASING.

AREA WORK FOR PLAN ICRA THE AND PLANS AND DRAWINGS CONTROL

DUST APPLICABLE REFERENCE SHALL CONTRACTOR THE 11.

1926.500-503.

CFR 29 M SUBPART INCLUDING REGULATIONS APPLICABLE ALL TO

ADHERE SHALL CONTRACTOR THE AREA. ADJOINING THE ABOVE FEET

(6) SIX THAN GREATER SURFACES ON EDGES AND SIDES UNPROTECTED

WITH WORKING WHEN REQUIRED BE SHALL PROTECTION FALL 10.

(1910.146) DURING ABATEMENT ACTIVITIES. 29 CFR 1926

AND 1926.453, CFR 29 1926.450-454, CFR 29 L SUBPART INCLUDING SPACE

CONFINED AND LIFTS WORK AERIAL SCAFFOLDING, FOR REGULATIONS

APPLICABLE ALL TO ADHERE SHALL CONTRACTOR THE 9.

AREA.

WORK PROJECT THE IN PROCEED TO PROJECT RENOVATION THE FOR

SAFE ENVIRONMENTALLY AREA WORK THE MAKE AND ACM SPECIFIED

REMOVE TO IS WORK ABATEMENT THE OF INTENT THE WORK. THE

BY GENERATED MATERIALS CONTAMINATED OR CONTAINING ASBESTOS

ANY OF DISPOSAL THE INCLUDES ALSO WORK THE FIBERS. ASBESTOS

AIRBORNE WITH CONTACT FROM BOTH, OR AREA, AND ENVIRONMENT

THE WORKERS, PROTECT TO MATERIALS CONTAINING ASBESTOS

OF CONTROL AND HANDLING THE INCLUDES COVERED WORK THE 8.

ADJACENT TO THE WORK AREA FOR RE-INSTALLATION.

STORED AND REMOVED CAREFULLY BE SHALL TILE CEILING VACUUM.

FILTERED HEPA A USING CLEANED BE SHALL INSULATION PIPE ACCESS

TO REMOVED BE TO REQUIRED IS THAT TILE CEILING ANY REMOVED.

BE TO COATING TAR WALL ACM ACCESS TO WALLS CONTAINING

NON-ASBESTOS ALL REMOVE SHALL CONTRACTOR THE 7.

UNTIL FINAL CLEARANCE OF EACH WORK AREA IS ACHIEVED.

WEEK, PER DAYS 7 DAY, PER HOURS 24 MANOMETER, RECORDABLE

A USING PRESSURE, THE RECORD AND PRESSURE NEGATIVE MAINTAIN

SHALL CONTRACTOR THE AREAS, WORK CONTAINMENT IN 6.

THE DESIGNATED VA REPRESENTATIVE.

WITH COORDINATED BE SHALL PANEL TEMPORARY THE OF CONNECTION

THE PANEL. POWER GFCI TEMPORARY THE CONNECT TO ELECTRICIAN

LICENSED A RETAIN SHALL CONTRACTOR THE CONDUCTED.

BE TO IS WORK WHERE FLOOR THE ON LOCATED PANELS DISTRIBUTION

POWER A TO CONNECTED AND INSTALLED BE SHALL PANELS

GFCI PANEL. GFCI THE INSTALL AND PROVIDE SHALL CONTRACTOR

THE PANEL. POWER GFCI A TO CONNECTED BE SHALL AREAS

WORK REGULATED THE WITHIN LIGHTS AND EQUIPMENT CONTRACTOR

OPERATE TO USED POWER ALL - POWER GFCI TEMPORARY 5.

AND WATER CONTAMINATION.

DUST FROM THEM PROTECT TO SHEETING PLASTIC WITH DETECTORS

SMOKE THE COVER SHALL AND SYSTEM FIRE MAIN THE FROM ISOLATED

AREA WORK THE IN DETECTORS SMOKE ANY HAVE TO ARRANGE

SHALL CONTRACTOR THE SHEETING. PLASTIC 6-MIL RETARDANT

FLAME OF TWO-LAYERS WITH SEALED BE SHALL AREA WORK

THE OF CEILING THE - DETECTORS SMOKE AND HEADS SPRINKLER 4.

DECONTAMINATION CHAMBERS WITHIN THE WORK AREA IS REQUIRED.

THE OF PLACEMENT 1.9. SECTION WITH ACCORDANCE

IN CHAMBERS DECONTAMINATION WASTE AND PERSONNEL

SEPARATE DESIGN AND CONSTRUCT SHALL CONTRACTOR THE

- LOCATION ENCLOSURE DECONTAMINATION PERSONAL/WASTE 3.

SHALL BE DISPOSED OF AS NON-FRIABLE ASBESTOS WASTE.

TAR WALL WASTE. ASBESTOS FRIABLE AS OF DISPOSED BE SHALL

INSULATION PIPE ASBESTOS-CONTAINING ACCUMULATED THE B.

NEGATIVE AIR PRESSURE IN THE WORK AREA.

APPROPRIATE THE RE-ESTABLISH TO REPAIRS NECESSARY THE MAKE

AND WORK STOP SHALL CONTRACTOR THE COLUMN, WATER OF INCHES

-0.02” BELOW FALLS AREA WORK THE WITHIN PRESSURE AIR NEGATIVE

THE TIME ANY AT IF REMOVAL. DURING TIMES ALL AT MAINTAINED BE

SHALL AREA WORK THE IN PRESSURE AIR NEGATIVE ADEQUATE A.

PRESENT IN THE WORK AREA USING MANUAL WET METHODS.

MATERIALS ASBESTOS-CONTAINING THE REMOVE SHALL CONTRACTOR

THE - METHOD REMOVAL TAR WALL AND INSULATION PIPE 2.

3.1.4 OF THE SPECIFICATIONS.

SECTION BY REQUIRED AS SHEETING POLYETHYLENE OF LAYERS 2 WITH

SURFACES WORK ALL PROTECT AND SEAL SHALL CONTRACTOR THE

AREA’S NEGATIVE AIR PRESSURE.

WORK THE MONITOR TO CONTINUALLY TO USED BE SHALL MANOMETER

DIGITAL A MINIMUM, A AT AREA. WORK THE OUTSIDE POSTED

MANOMETERS DIGITAL OF USE THE THROUGH CONTRACTOR THE BY

MONITORED CONTINUOUSLY BE SHALL AREA WORK THE IN PRESSURE

AIR NEGATIVE AREA. WORK THE INSIDE HOUR PER CHANGES AIR (4)

FOUR LEAST AT GENERATE TO USED BE WILL UNITS EXHAUST FILTERED

HEPA THESE BUILDING. THE OF EXTERIOR THE TO EXHAUSTED

HANDLERS AIR FILTERED HEPA USING AREA WORK THE IN CREATED

BE SHALL PRESSURE AIR NEGATIVE REMOVAL. ASBESTOS DURING

TIMES ALL AT PROVIDED BE SHALL LOCATION, PERIMETER AREA WORK

ANY AT MEASURED AS COLUMN, WATER OF INCHES -0.02 LEAST AT

OF PRESSURE AIR NEGATIVE A CONTAINMENTS. PRESSURE NEGATIVE

WITHIN CONDUCTED BE SHALL WORK REMOVAL ASBESTOS ALL

NON-ASBESTOS MATERIALS FROM THE WORK AREA.

ALL AND ASBESTOS ALL OF REMOVAL THE PERFORMING WHEN

DUST OF RELEASE THE CONTROL TO CLEANERS VACUUM FILTERED

HEPA AND METHODS WET USE SHALL CONTRACTOR THE COATING. TAR

WALL AND INSULATION PIPE ACM ACCESS TO AREAS WORK ASBESTOS

DESIGNATED THE WITHIN FROM CREATED MATERIALS, CONTAINING

NON-ASBESTOS ALL OF DISPOSE AND REMOVE SHALL CONTRACTOR THE

THE DRAWINGS.

ON INDICATED WHERE RENOVATIONS, THE BY IMPACTED BE WILL WHICH

AREAS WORK THE FROM TAR WALL AND INSULATION PIPE CONTAINING

ASBESTOS OF DISPOSE AND REMOVE SHALL CONTRACTOR THE -

REMOVAL TAR WALL AND INSULATION PIPE ASBESTOS-CONTAINING 1.

WORK AREA

BLACK WALL MASTIC

1-ASB-2

100% CONSTRUCTION DOCUMENTS

DENTAL CAST RM

ELEV

E201

PHYS TH OFFICE

OFFICE

259A

CORR

274F

OFFICE

WATER RELATED ISSUES

INCLUDING MISC.

RESTROOM RENOVATIONS

18014

1. THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF UNDERGROUND WATERLINES, SANITARY SEWERS, GAS

LINES, SERVICE LINES, ELECTRIC AND TELEPHONE, AND OTHER UTILITIES. THE HORIZONTAL AND VERTICAL

ALIGNMENTS ARE SHOWN ON THE DRAWINGS FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS

ADVISED THAT PRIOR TO ANY EXCAVATION THEY SHALL PERFORM EXPLORATORY EXCAVATIONS TO

DETERMINE SAID LOCATIONS. IF CONFLICTS OCCUR WITH EXISTING UTILITIES, THE CONTRACTOR SHALL

NOTIFY THE OWNER OF SAID CONFLICTS. THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE

PROPOSED PIPING AND STRUCTURES AS COORDINATED AND APPROVED BY THE OWNER. THE CONTRACTOR

SHALL UNDERSTAND THAT NO SEPARATE PAYMENT SHALL BE MADE FOR THE REQUIRED EXPLORATORY

EXCAVATIONS OR SUBSEQUENT ADJUSTMENTS REQUIRED. THE CONTRACTOR SHALL DETERMINE THE

EXTENT OF EXPLORATORY EXCAVATIONS AND INCLUDE THE COSTS TO PERFORM SAID EXCAVATIONS AND

ADJUSTMENTS IN THOSE ITEMS FOR WHICH PAYMENT SHALL BE MADE IN THEIR BID. IN ADDITION, THE

CONTRACTOR SHALL REPAIR ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE

SATISFACTION OF THE THE OWNER. THE CONTRACTOR SHALL INSURE THE MAINTENANCE OF ALL UTILITY

SERVICES AND LIMIT SHUTDOWNS, IF REQUIRED, TO A MINIMUM. NO SEPARATE PAYMENTS SHALL BE MADE

FOR SAID UTILITY REPAIRS AND SERVICE MAINTENANCE. THE CONTRACTOR SHALL INCLUDE THESE COSTS IN

THOSE ITEMS FOR WHICH PAYMENT SHALL BE MADE IN THEIR BID.

2. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS SHOWN ON THE

CONTRACT DRAWINGS.

3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED SURFACE AREAS, DUE TO PROJECT CONSTRUCTION

OPERATIONS, TO AN EQUAL OR BETTER CONDITION THAN THE ORIGINAL CONDITIONS.

4. THE CONTRACTOR WILL, AT ALL TIMES THROUGHOUT THE WORK, COOPERATE FULLY WITH THE OWNER IN

PERMITTING ALL NECESSARY OPERATIONS OF THE OWNER TO PROCEED UNIMPEDED BY THE CONTRACTOR'S

OPERATIONS.

5. DUE TO THE CHARACTER OF CERTAIN PORTIONS OF THE WORK, THE CONTRACTOR WILL REQUIRE THAT

LIMITED LOCALIZED SYSTEM SERVICE OUTAGES BE PERMITTED BY OR THAT OPERATION CHANGES/

ADJUSTMENTS BE MADE BY THE OWNER TO ENABLE THE CONTRACTOR TO PROCEED WITH ITS WORK. SUCH

OUTAGES, CHANGES AND/OR ADJUSTMENTS MAY BE REQUIRED FOR WORK ELEMENTS ASSOCIATED WITH THE

INSTALLATION OF PIPING SYSTEMS AND INTERCONNECTIONS WITH EXISTING PIPING SYSTEMS; AND SIMILAR

WORK. THE CONTRACTOR WILL CAREFULLY PLAN ITS WORK AND NOTIFY THE OWNER AT LEAST TEN (10)

BUSINESS DAYS IN ADVANCE OF ANY WORK ELEMENTS WHICH MAY REQUIRE SUCH OUTAGES, CHANGES, AND/OR ADJUSTMENTS. THE OWNER WILL ENDEAVOR TO ACCOMMODATE THE CONTRACTOR'S PLANNED

SCHEDULING IN THIS REGARD. HOWEVER, IN CERTAIN INSTANCES, THE ONGOING RESPONSIBILITIES OF THE

OWNER AND/OR PREVAILING OPERATIONS MAY REQUIRE THAT THE CONTRACTOR'S PLANNED SCHEDULE BE

ALTERED ACCORDINGLY. THE CONTRACTOR MUST BE PREPARED TO ADJUST ITS SCHEDULE TO SUIT THE

NEEDS OF THE OWNER AND TO PERFORM CERTAIN CRITICAL WORK ELEMENTS IN THE EVENINGS, OVER

WEEKENDS, OR ON AN AROUND-THE-CLOCK BASIS, SHOULD THE OWNER DETERMINE THAT SUCH

PROCEDURES AND WORK SCHEDULES ARE NECESSARY AND APPROPRIATE. THE CONTRACTOR WILL NOT BE

ENTITLED TO ANY ADDITIONAL COMPENSATION ON ACCOUNT OF SUCH ALTERATIONS TO ITS WORK SCHEDULE

AND/OR HOURS OF WORK SHOULD SUCH BE DEEMED NECESSARY BY THE OWNER. THE DECISION OF THE

OWNER IN THIS REGARD WILL BE FINAL.

6. SERVICE OUTAGES SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. THE CONTRACTOR WILL MAINTAIN

A RECORD OF THE DATE, TIME, AND DURATION OF ALL OUTAGES THROUGHOUT THE PERFORMANCE OF THE

WORK AND WILL SUBMIT THIS RECORD MONTHLY TO THE ENGINEER ALONG WITH ITS PERIODIC ESTIMATES

FOR PAYMENT. IN NO EVENT WILL ANY SERVICE BE PERMITTED TO BE CURTAILED DURING NONWORKING

HOURS, OVERNIGHT, OR OVER WEEKENDS OR HOLIDAYS, UNLESS SPECIFICALLY APPROVED AND PLANNED IN

ADVANCE BY THE ENGINEER. ALL PIPING MATERIALS AND PLANT NECESSARY TO INSTALL THE WORK

NECESSITATING THE OUTAGE MUST BE ON SITE AND READY FOR INSTALLATION BEFORE NOTIFYING THE

OWNER OF THE ANTICIPATED SHUTDOWN.

7. THE CONTRACTOR WILL PLAN, COORDINATE AND SEQUENCE ITS WORK IN ACCORDANCE WITH THE

REQUIREMENTS SET FORTH HEREIN AND TO MEET THE NEEDS OF THE OWNER. THE OWNER RESERVES THE

RIGHT TO COORDINATE THE SEQUENCING OF WORK ELEMENTS IN WHOLE OR IN PART AS THE JOB

CONDITIONS MAY REQUIRE SAME, TO PROPERLY INTERFACE THE WORK OF THE PROJECT WITH PLANT

OPERATIONS.

8. ALL OUTAGES MUST BE COORDINATED/SCHEDULED WITH THE OWNER AND THE OUTAGES SHALL BE A

MAXIMUM OF EIGHT (8) HOURS LONG.

9. ALL EXCESS SPOIL MATERIAL SHALL BE TRANSPORTED AND DISPOSED OF OFF-SITE BY CONTRACTOR.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PROVIDING ALL E&S MEASURES AS

NECESSARY AT NO ADDITIONAL COST TO OWNER.

10. THE CONTRACTOR SHALL COMPLY WITH ALL THE APPLICABLE REQUIREMENTS OF ACT NO. 287 OF THE

GENERAL ASSEMBLY OF THE COMMONWEALTH OF PENNSYLVANIA, AS AMENDED BY ACT 50 (73 P.S. 176 ET.

SEQ.) ON APRIL 28, 2018.

KEYPLAN

EXISTING LEGEND

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

/2 /2 :1 :4 P M

503-17-110

CME HRO

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

05/02/2019

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

1-C101

PROPOSED METER VAULT SITE PLAN

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

EXISTING WATER MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING BUILDING

EXISTING INTERMEDIATE CONTOUR (1')

EXISTING INDEX CONTOUR (5')

EXISTING SANITARY SEWER PIPE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN INLET

EXISTING CLEAN OUT

EXISTING SANITARY SEWER MANHOLE

EXISTING WATERLINE (PER GPR)

EXISTING UNDERGROUND ELECTRIC

EXISTING FENCE

EXISTING STORM DRAIN PIPE

EXISTING HEDGE

EXISTING TREELINE

EXISTING UTILITY POLE

PROPOSED LEGEND

PROPOSED WATER METER VAULT

PROPOSED WATERLINE

SCALE: 1" = 300'

RIGHT-OF-WAY LINE

EXISTING YARD HYDRANT

EXISTING CHILLED WATER SUPPLY

EXISTING CHILLED WATER RETURN

EXISTING ELECTRIC MANHOLE

PROPOSED VALVE (AS NOTED)

PROPOSED WATERLINE FITTING (AS NOTED)

PROPOSED BITUMINOUS PAVEMENT

PROPOSED CONCRETE

PROPOSED BLOWOFF

18014

WATER RELATED ISSUES

INCLUDING MISC. RESTROOM

RENOVATIONS

A

B

B

C

C

1. PERFORM EXPLORATORY EXCAVATION TO DETERMINE TYPE, SIZE,

AND EXACT LOCATION AND DEPTHS OF EXISTING PIPES AND

CONDUITS IN A MANNER SO AS TO NOT DAMAGE EXISTING PIPES

OR CONDUITS. IF CONFLICT WITH EXISTING PIPING OR CONDUIT IS

FOUND, NOTIFY OWNER BEFORE CONTINUING.

2. DEFLECT LINE AT PIPE JOINTS AND FITTINGS AS REQUIRED TO

ATTAIN HORIZONTAL AND VERTICAL ALIGNMENT (NOT TO EXCEED

MANUFACTURER'S RECOMMENDATIONS).

3. ROTATE FITTINGS AS REQUIRED TO ATTAIN VERTICAL ALIGNMENT.

4. MAINTAIN A MINIMUM OF 48-INCH COVER OVER ALL PROPOSED

UTILITY LINES UNLESS NOTED OTHERWISE.

5. MAINTAIN A MINIMUM OF 6-INCH VERTICAL SEPARATION BETWEEN

UTILITY LINES.

6. PROVIDE ALL REQUIRED FITTINGS NOT SPECIFICALLY IDENTIFIED

ON THE DRAWINGS.

7. ALL PIPE SYSTEMS SHALL BE FLUSHED, LEAK AND PRESSURE

TESTED, AND DISINFECTED BEFORE USE.

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

/2 /2 :1 :4 P M

503-17-110

CME HRO

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

05/02/2019

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

1-C102

AREAWAY STRUCTURAL WALL

PLAN

DLK

KEYPLAN

EXISTING LEGEND

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

EXISTING WATER MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING BUILDING

EXISTING INTERMEDIATE CONTOUR (1')

EXISTING INDEX CONTOUR (5')

EXISTING SANITARY SEWER PIPE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN INLET

EXISTING CLEAN OUT

EXISTING SANITARY SEWER MANHOLE

EXISTING WATERLINE (PER GPR)

EXISTING UNDERGROUND ELECTRIC

EXISTING FENCE

EXISTING STORM DRAIN PIPE

EXISTING HEDGE

EXISTING TREELINE

EXISTING UTILITY POLE

PROPOSED LEGEND

PROPOSED WATERLINE

SCALE: 1" = 300'

SECTION MARKER

SECTION SHEET REFERENCE

SECTION REFERENCE

PROPOSED VALVE (AS NOTED)

PROPOSED 45° BEND (AS NOTED)

PROPOSED CONCRETE

PROPOSED BLOWOFF

18014

WATER RELATED ISSUES

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

/2 /2 :1 :4 P M

503-17-110

CME HRO

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

05/02/2019

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

WATERLINE PROFILE AND DETAILS

1-C301

DLK18014

WATER RELATED ISSUES

NO SCALE

REINFORCEMENT STANDARD HOOK DETAIL3

NO SCALE

REINFORCEMENT SPLICE DETAIL 2

C C

A-A

3/4" = 1'-0"

SECTION B-B

3/4" = 1'-0"

SECTION

3/4" = 1'-0"

ROOM 1E24A INTERIOR ELEVATION

C-C 3/4" = 1'-0"

AREAWAY STRUCTURAL WALL SECTION

1/2" = 1'-0"

METER VAULT PLAN

D D

D 1/2" = 1'-0"

METER VAULT SECTION

1-C401

AREAWAY STRUCTURAL WALL AND

METER VAULT DETAILS

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

/2 /2 :1 :4 P M

503-17-110

CME HRO

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

05/02/2019

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

DLK18014

WATER RELATED ISSUES

GENERAL PROJECT NOTES:

1. ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE LOCAL JURISDICTION, THE COMMONWEALTH OF PENNSYLVANIA, AND THE CURRENT ADOPTED VERSION OF THE NFPA CODE FAMILY. THE CONTRACTOR SHALL POST NOTICES AND COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2. INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE TO THE

MOST RECENT NFPA EDITION.

3. THE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTOR'S JOB SITE SUPERINTENDENT. SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME. PERSONNEL SHALL BE

SKILLED IN THE TASK ASSIGNED.

4. THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL

PERSONS ENGAGED IN THE PERFORMANCE OF THE WORK.

5. THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE VA, BUT CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS INDICATED ON THE DRAWINGS AND SHALL REPORT ALL INCONSISTENCIES TO THE COR PRIOR TO THE EXECUTION OF THE WORK. RECHECK ALL DIMENSIONS PRIOR TO ORDERING

MANUFACTURED AND/OR FABRICATED ITEMS.

6. PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE OF

COLUMN.

7. ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED OTHERWISE.

8. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PROJECT AND STORED ON THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE COR ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE, IF ALLOWED AS PART OF THE

REQUIREMENTS OF THIS PROJECT.

9. THE CONTRACTOR SHALL MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH SHALL BE PROVIDED BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE CONTRACTING OFFICER PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN ACCORDANCE WITH APPLICABLE CODES

AND/OR SPECIFICATIONS.

10. EXTRANEOUS MATERIALS SHALL BE PERIODICALLY REMOVED.

11. INDIVIDUAL CONTRACTOR'S SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FIRESAFING/FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK OF THEIR INDIVIDUAL CONTRACT AND TO MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO UNDERWRITER LABORATORIES

LISTING FOR RATED ASSEMBLIES.

12. ALL WOOD FRAMING AND SHEATHING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY THE BUILDING CODE

CLASSIFICATION OF 'NONCOMBUSTIBLE'.

13. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE OF ANY DEVIATIONS OR DISCREPANCIES FOUND & RECEIVE

DIRECTION BEFORE PROCEEDING.

14. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN ACCORDANCE WITH THE APPLICABLE CODES

AND/OR SPECIFICATIONS.

15. NO CONSTRUCTION SHALL START UNTIL ALL SUBMITTALS HAVE BEEN APPROVED BY THE COR.

16. DURING CONSTRUCTION THE CONTRACTOR WILL WORK ABOVE AND BELOW PATIENT OCCUPIED FLOORS.

CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS. CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THIS AREAS MUST BE COORDINATED WITH AND APPROVED BY THE VA PRIOR TO

OCCURRENCE.

17. CONTRACTOR SHALL PROVIDE TEMPORARY DUST ENCLOSURES DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. CONTRACTOR TO COORDINATE LOCATIONS WITH COR. IF EXISTING WALLS ARE USED, PENETRATIONS

MUST BE SEALED TO CREATE A DUST PROOF ENCLOSURE.

18. MODIFICATIONS TO THE EXISTING MEP SYSTEMS WILL IMPACT ADJACENT SPACES OUTSIDE THE GENERAL SCOPE OF WORK. ANY DISTURBANCE OF EXISTING CONDITIONS AND FINISHES MUST BE REPAIRED TO MATCH THE

CONDITIONS PRIOR TO CONSTRUCTION IMPACTS.

19. THE FACILITY IS OPERATIONAL. CONTRACTOR SHALL MAKE PROVISIONS FOR VA AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL BE COORDINATED WITH THE COR SO AS TO NOT ADVERSELY AFFECT

THE BUILDING OPERATIONS.

20. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE CONTRACTING OFFICER/ CONTRACTING

OFFICER'S REPRESENTATIVE. CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID.

21. ALL EXPOSED GYPSUM WALL BOARD EDGES TO HAVE METAL EDGE TRIM.

22. THE CONTRACTOR IS RESPONSIBLE FOR COMPARING AND COORDINATING ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS. DETAILS NOT SHOWN OR CALLED OUT AS DESCRIBED IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR

COMMONLY CONSTRUCTED IN THE INDUSTRY.

23. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR

APPROVAL BY THE COR.

24. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL

TIMES DURING CONSTRUCTION.

25. ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL

PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.

26. CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER HEADS, REGISTERS, ETC. WITH

THE ELECTRICAL, HVAC, PLUMBING AND SPRINKLER SUB-CONTRACTORS.

27. ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS SHALL BE CENTERED WITH SUSPENDED ACOUSTICAL

PANELS, UNLESS NOTED OTHERWISE ON DRAWINGS.

28. CONTRACTOR SHALL FILL ALL VOIDS IN MASONRY AND CONCRETE CREATED AROUND ALL PENETRATIONS WITH

CONSTRUCTION TO MATCH SURROUNDING CONDITIONS.

29. CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS

INDICATED ON THE FINISH SCHEDULE.

30. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PATCH AND REPAIR ALL WALLS, FLOORS, CEILINGS, ETC., INCLUDING SUBSTRATES AND FINISHES, WHERE ICRA BARRIERS ARE INSTALLED AND REMOVED SUCH THAT REMAINING CONSTRUCTION IS IN A NEWAT, CLEAN, FINISHED CONDITION FREE OF ANY INDICATION OF EXISTECE OF

ICRA BARRIERE IN APPLICABLE LOCATION(S).

GENERAL DEMOLITION NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS.

2. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS. COORDINATE WITH THOSE DOCUMENTS FOR

EXACT DIMENSIONS AND LOCATIONS OF FINISHED WORK.

3. ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE PROJECT AS INDICATED ON

THE CONSTRUCTION DOCUMENTS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE COR PRIOR TO PROCEEDING WITH THE WORK.

5. ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE GENERAL INDICATIONS ONLY AND

MAY NOT NECESSARILY SHOW THE FULL EXTENT OF CUTTING AND REMOVAL NECESSARY.

6. THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT ANY EXISTING CONSTRUCTION INDICATED TO REMAIN. EXERCISE CARE WHEN REMOVING ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION

ACTIVITIES.

7. CONTRACTOR SHALL CONSTRUCT RATED DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT SCHEDULED TO REMAIN.

8. PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS INDIVIDUAL ELEMENTS.

10. EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS REGULATIONS. DO NOT BURN, BURY, OR SELL MATERIALS ON THE PROJECT SITE. AT THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN A

NEAT CONDITION FREE OF DEBRIS AND RUBBISH.

11. MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. ALL SUB CONTRACTORS ARE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THOSE DOCUMENTS THAT MAY PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE ARCHITECTURAL

DEMOLITION PLANS.

12. THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL PATCH, REPAIR AND PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED TO RECEIVE NEW FINISHES.

13. CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING DENTAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO DENTAL CHAIRS, DEVICES, CEILING MOUNTED LIGHTS AND/OR EQUIPMENT, LAB EQUIPMENT, ETC., ANY ARTWORK

AND ANY FIRE EXTINGUISHERS FOUND WITHIN THE LIMIT OF DEMOLITION ACTIVITIES.

14. THE COR RESERVES THE RIGHT TO REMOVE ANY ITEMS SCHEDULED FOR DEMOLITION PRIOR TO THE START OF DEMOLITION ACTIVITIES AND CLAIM ANY ITEMS REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF

DEMOLITION.

15. THE CONTRACOR SHALL REMOVE ALL WALL, FLOOR AND CEILING FINISHES TO SUBSTRATE WITHIN THE SCOPE OF WORK. PATCH, REPAIR AND PREPARE EXPOSED SURFACES AS REQUIRED TO RECEIVE NEW FINISHES.

16. WHERE EXISTING WALLS SCHEDULED TO BE REMOVED ABUT EXISTING WALLS TO REMAIN, THE CONTRACTOR IS TO

PATCH/REPAIR THE REMAINING WALL TO MATCH ADJACENT EXISTING WALLS.

17" MIN.

M A

X

M

IN

MIN.

8"

MIN.

6"

MIN.

11"

M

IN

9"

M

IN

FIXTURE MOUNTING HEIGHTS

LAVATORY

G R

IP

P

IN

G

S U

R F

A C

E

T O

P O

F

12" MAX. 42" MIN.

39" - 41"

M

A X

M

IN

GRAB

M

IN

TOILE

GRAB

M A

X

M

IN

TOILET

TISSU

PARTITIO

36" MIN.

G R

IP

P

IN

G

S U

R F

A C

E

T

O P

O F

30" MIN.

M A

X

M A

X

A C

C E

S S

C O

N T

R O

L

M

A X

. T O

URINAL

SCREEN

URINAL

M A

X

T Y

P

SD

SOAP

DISPENSE

O P

E R

A B

LE

P

A R

T

T

O H

IG

H

E S

T

PTD

PAPER

TOWEL

DISPENSE

WALL MOUNTED ACCESSORY

R E

F

LE

C T

IV

E

S U

R F

A C

E

T

O B

O T

T O

M O

F

MIRROR

12" MIN.

M A

X

7"-9" 15

6"

1 LAYER 5/8" G.W.B.

5/8" G.W.B.

METAL STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

1 LAYER 5/8" G.W.B.

INSULATION AS NOTED-

SEE SPECIFICATIONS

5/8" G.W.B.

METAL STUDS @16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

4 7/8"A

SEALANT - SEE SPECIFICATIONS SEALANT - SEE SPECIFICATIONS

INSULATION - SEE SPECIFICATIONS

PARTITION WIDTH STUD INSULATION

3 5/8" 3 1/2"

UL #

4 1/4"B

PARTITION WIDTH STUD INSULATION

3 5/8" N/A

UL #

N/A N/A

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

WATER RELATED ISSUES

INCLUDING MISC. RESTROOM

RENOVATIONS

503-17-110

PD SB

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

1-A001

NOTES, PARTITION TYPES AND TYPICAL

MOUNTING HEIGHTS

05-02-2019

18014

1 1/2" = 1'-0"

PARTITION TYPES

STAFF RESTROOM

140a1

2 3

TELEHEALTH OFFICE

DIAGONAL HATCH INDICATES

AREA OF RESTROOM THAT

WAS REMOVED IN THE

DEMOLITION PHASE.

TELEHEALTH

TELEDERMATOLOGY

ROOM

ROOM

352a

3a 4a

DIAGONAL HATCH INDICATES

AREA OF RESTROOM THAT

WAS REMOVED IN THE

DEMOLITION PHASE.

ADD 5/8" GYPSUM BOARD

AS REQUIRED TO MATCH

ADJACENT WALLS.

WOMENS

RESTROOM, ADA

STORAGE

MENS RESTROOM,

ADA

CLOSET

708a

1a

3c

1a

PRIVATE RESTROOM

706a

5'-0"

V .I .F

ADD 5/8" GYPSUM BOARD TO

EXISTING WALLS REMAINING,

AFTER SHOWER REMOVAL, AS

REQUIRED TO MATCH ADJACENT

WALLS. WALLS TO BE FLUSH

WITH EXISTING WALLS.

RESTROOM

723a

3b

2 34

2a

B

INFILL VOID IN CEILING, LEFT BY WALL

REMOVAL, WITH GYPSUM BOARD TO

MATCH EXISTING CEILING.

RESTROOM

734a

3b

12 34 6

2a

ADD WALL BASE TO MATCH

EXISTING BASE IN THE OFFICE.

PAINT NEW WALL TO MATCH

EXISTING OFFICE WALLS.

A

A

DIAGONAL HATCH INDICATES INFILL

VOID IN CEILING, LEFT BY WALL

REMOVAL, WITH GYPSUM BOARD TO

MATCH EXISTING CEILING. TYPICAL FOR

TWO AREAS.

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

WATER RELATED ISSUES

INCLUDING MISC. RESTROOM

RENOVATIONS

503-17-110

PD SB

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

1-A101

ARCHITECTURAL NEW WORK PLANS

05-02-2019

18014

SCALE 3/8" = 1'-0"1-A101

1 RESTROOM 140A - NEW

SCALE 3/8" = 1'-0"1-A101

2 TELEHEALTH OFFICE 312 - NEW

SCALE 3/8" = 1'-0"1-A101

3 RESTROOM 350A - NEW

SCALE 3/8" = 1'-0"1-A101

4 RESTOOM 706 AND 708 - NEW

SCALE 3/8" = 1'-0"1-A101

5 RESTROOM 723A - NEW

SCALE 3/8" = 1'-0"1-A101

6 RESTROOM 734A - NEW

NEW WORK KEYNOTES

KEYNOTE DESCRIPTION

1 PATCH/REPAIR WALL, TO MATCH ADJACENT WALL FINISHES, AS REQUIRED

AFTER FIXTURE REMOVAL. ANTICIPATED CONSTRUCTION IS METAL STUD

WITH GYPSUM BOARD FINISH

1a PATCH/REPAIR WALL AS REQUIRED AFTER FIXTURE REMOVAL.

ANTICIPATED CONSTRUCTION IS TILE ON GYPSUM BOARD OVER METAL

STUD. ADD NEW TILE WHERE REQUIRED TO MATCH EXISITNG WALL.

2 PREP ALL WALLS AS REQUIRED TO RECEIVE NEW FINISH.

2a NEW WALLS AND MODIFIED WALLS TO RECEIVE TILE. TILE TO MATCH

EXISITNG RESTROOM TILE.

3 PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH. FLOOR FINISH TO

MATCH EXISTING TELEHEALTH OFFICE FLOOR FINISH.

3a PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH. FLOOR FINISH TO

MATCH EXISTING TELEHEALTH ROOMFLOOR FINISH.

3b PREP FLOOR AS REQUIRED TO RECEIVE NEW TILE FLOOR FINISH.

3c PREP FLOOR FROM SHOWER REMOVAL AS REQUIRED TO RECEIVE NEW

TILE FINISH. TILE TO MATCH EXISTING TILE REMAINING.

4 NEW ACOUSTICAL TILE CEILING SYSTEM TO MATCH TELEHEALTH OFFICE.

EXISTING TELEHEALTH OFFICE CEILING TO REMAIN . CONTRACTOR TO

EXTEND INTO THE NEWLY RENOVATED AREA.

4a NEW ACOUSTICAL TILE CEILING SYSTEM TO MATCH TELEHEALTH ROOM.

EXISTING TELEHEALTH ROOM CEILING TO REMAIN . CONTRACTOR TO

EXTEND INTO THE NEWLY RENOVATED AREA.

5 NEW URINAL FIXTURE

6 NEW URINAL SCREEN

7 NEW TOILET PARTITION

8 NEW 3'-0" x 7'-0" x 1 3/4" WOOD DOOR WITH HOLLOW METAL FRAME. DOOR

MATERIAL, FINISH AND HARDWARE TO MATCH EXISTING DOOR BEING

REMOVED. PAINT FRAME TO MATCH ADJACENT SPACES.

9 NEW WALL HUNG TOILET FIXTURE

ACCESSORY KEYNOTES

KEYNOTE DESCRIPTION

1 PAPER TOWEL DISPENSER

2 TOILET TISSUE DISPENSER

3 SOAP DISPENSER

4 36" HORIZONTAL GRAB BAR

5 42" HORIZONTAL GRAB BAR

6 18" VERTICAL GRAB BAR

7 STAINLESS STEEL SHELF

8 COAT HOOK - DOUBLE

9 24"x36" METAL FRAMED MIRROR

FINISH ROOM SCHEDULE

ROOM

NUMBER ROOM NAME

WALL FINISH

FLOOR

FINISH

BASE

FINISH

CEILIING

FINISH Comments

EAST

WALL

NORTH

WALL

SOUTH

WALL

WEST

WALL

140a STAFF RESTROOM PAINT PAINT PAINT PAINT E.T.R. E.T.R. E.T.R. PAINT WALLS ABOVE TILE WAINSCOT

312 TELEHEALTH OFFICE PAINT PAINT PAINT PAINT VCT RUBBER ACT WALL BASE TO MATCHING EXISTING

BASE IN THE OFFICE.

350 TELEHEALTH

TELEDERMATOLOGY ROOM

PAINT PAINT PAINT PAINT RUBBER ACT WALL BASE TO MATCHING EXISTING

BASE IN THE OFFICE.

706 WOMENS RESTROOM, ADA E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R.

706a PRIVATE RESTROOM E.T.R. /

PAINT

PAINT E.T.R. E.T.R. /

PAINT

C.T. C.T. E.T.R. WALL BASE TO MATCHING EXISTING

BASE IN THE OFFICE.

708 MENS RESTROOM, ADA E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R.

723a RESTROOM E.T.R. E.T.R. E.T.R. E.T.R. C.T. C.T. E.T.R.

734a RESTROOM E.T.R. E.T.R. E.T.R. E.T.R. C.T. C.T. ACT

RESTROOM

723a

1A

2b

7A 9

RESTROOM

734a

1A

3 4

2a

7 9

MODIFY/REMOVE

EXISTING OFFICE

CEILING AND FLOOR

FINISH AS REQUIRED TO

INSTALL NEW WALLS.

COORDINATE WITH NEW

WORK DOCUMENTS.

STAFF RESTROOM

140a1B

2a

TELEHEALTH OFFICE

RESTROOM, ADA

312A

1A

2a

7 9

3a

11 12

2a

E X

IS

T

IN

G

R

D

IA

T

O R

TELEHEALTH

TELEDERMATOLOGY

ROOM

STAFF RESTROOM

350a

ROOM

352a

1A

2a

7 9

11 12

3a

WOMENS

RESTROOM, ADA

STORAGE

MENS RESTROOM,

ADA

CLOSET

708a

1A

2a

9 INSIDE THIS

STALL ONLY

PRIVATE RESTROOM

706a

13 13

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

WATER RELATED ISSUES

INCLUDING MISC. RESTROOM

RENOVATIONS

503-17-110

PD SB

2907 PLEASANT VALLEY BOULEVARD

ALTOONA, PA 16602-4377

1-AD101

ARCHITECTURAL DEMOLITION PLANS

05-02-2019

18014

SCALE 3/8" =…