Bid Drawings Replace Mortar and Brick.pdf

03/01/2021

Location

Issue Date

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

COVER SHEET

GI001

RPSF

LOADING DOCK

RENOVATION OF DAMAGED

EXTERIOR WALL

BUILDING 1 MASONRY

AND MORTAR REPAIR

BUILDING 1 MASONRY

AND MORTAR REPAIR

BUILDING 1

ROOF REPLACEMENT

B U

IL

D

IN

G

R O

F

E

P L A

C E M

E N

T

B U

IL

D

IN

G

F

E

P L A

C E M

E N

T

BUILDING 1 MASONRY

AND MORTAR REPAIR

A101

SIM

A101

SIM

A101

SIM

BUILDING SECTIONDetail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Room No.

Room Area

Insulation

Partition Configuration

Partition Configuration

ALIGN

SECTION

DETAIL CALLOUT

ROOM TAG

DOOR TAG

PARTITION TAG

KEYNOTE

ALIGNED SURFACES

Room Name

150 SF

Room Name

Area

AREA TAG

Area NameArea Name

150 SF

F 1 aSCOPE OF PROJECT Project Limit Line

CENTERLINE

COLUMN GRID LINE

ELEVATION

WINDOW TYPE TAG1t

SLOPE INDICATOR

DATA POINT

NORTH ARROW

Xx.x

Xx.x

Sheet No.

Detail No.

1 Revision Reference Number

Revision Cloud Depicting Area Revised

REVISION

CEILING TAG

XX-1

1'-0"A.F.F. Clg Height

Clg Type

Plan North

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AS100CM/NBEB/MR3/1/2021

SITE PLAN

LEGEND

1" = 20'-0"F1 SITE PLAN

NORTH

PROJECT CODE SUMMARY

PROJECT SUMMARY:

THE PROJECT CONSISTS OF INVESTIGATION AND REPAIR SOLUTION TO MASONRY & MORTAR ISSUES RELATED TO THE EXTERIOR

WALLS ON BUILDING 1 AND THE RECONFIGURED LOADING DOCK.

SITE PLAN NOTE:

CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF STAGING AREA FOR MATERIAL STORAGE AND TRAILER WITH COR

PRIOR TO COMMENCING ANY WORK.

APPLICABLE CODES _________________

2015 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL FIRE CODE (IFC)

2015 INTERNATIONAL FUEL GAS CODE (IFGC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2014 NATIONAL ELECTRICAL CODE (NEC)

2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

NFPA 99 - HEALTHCARE FACILITIES

NFPA 101 - LIFE SAFETY CODE

NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION

EXISTING CONSTRUCTION TO BE DEMOLISHED

EXISTING CONSTRUCTION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED (DEMO)

1. THE CONSTRUCTOR SHALL PROVIDE PROTECTION FOR ALL THE GENERAL

PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION

SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF

SAFE EGRESS AND EGRESS OF PREMISE. FIRE EXITS SHALL AT NO TIME BE

BLOCKED.

2. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR

PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS

IF THEY WERE INDICATED ON THE DRAWINGS.

3. THE CONSTRUCTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATERTIGHT

INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE

REPAIRED AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE

GOVERNMENT.

4. THE CONSTRUCTION AREA SHALL BE THROUGHLY CLEANED.

5. ALL WORK TO BE PERFORMED OFF SCAFFOLD SUPPLIED BY THE CONTRACTOR

WITH A CERTIFIED SCAFFOLD ERECTORS LICENSE, INSURANCE AND OSHA

APPROVED TRAINING. PROOF OF THESE REQUIREMENTS WILL BE REQUIRED

PRIOR TO ANY WORK. CONTRACTOR IS TO VERIFY THE WEIGHT LIMITS OF THE

EXISTING ROOFING WITH A STRUCTURAL ENGINEER. ENGINEER, REPORTS

WILL BE REQUIRED PRIOR TO INSTALLING ANY SCAFFOLD ON ANY ROOFS.

THE VA WILL SUPPLY STRUCTURAL DRAWINGS TO THE CONTRACTOR. THE

CONTRACTOR IS TO FOLLOW ALL FEDERAL, STATE, LOCAL AND VA GUIDELINES

AND STANDARDS.

6. ALL OSHA REGULATION ARE TO BE FOLLOWED BY ALL CONTRACTING

PERSONNEL. PRIME CONTRACTOR (ON SITE PERSONNEL) TO HAVE 30 HOUR

OSHA SAFETY TRAINING AND A 10 HOUR OSHA SAFETY CERTIFICATE.

7. REFER TO OTHER CONTRACT DOCUMENTS FOR DEMOLITION REQUIREMENTS

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT

THE JOB SITE AND SHALL REPORT, ANY DISCREPANCIES TO THE GOVERNMENT

PRIOR TO STARTING CONSTRUCTION. BEFORE COMMENCEMENT OF WORK,

THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING

CONDITIONS. DIMENSION SHOWN ON PLANS ARE TO THE FINISH TO FINISH

UNLESS NOTED OTHER WISE.

9. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND

ARE INTENDED TO REASONABLY REPRESENT EXISTING AND CURRENT

CONDITIONS. ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS ARE

BASED, IN PART, ON THAT FACT. ACTUAL CONDITIONS MAY VARY FROM THAT

SHOWN. NOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW SHOULD ANY

DISCREPANCIES WHICH SIGNIFICANTLY AFFECT THE DEMOLITION OR NEW

CONSTRUCTION WORK OCCUR.

10. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED

TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF

WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY

PERFORMANCE OF THE WORK.

11. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN

HAZARDOUS COMPONENTS, CEASE WORK IMMEDIATELY, PREVENT FURTHER

DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

12. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

13. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT

DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS. PROVIDE

ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF

DEMOLISHED MATERIALS IN LAWFUL MANNER, OFF SITE.

14. MATERIALS AND COMPONENTS TO BE SALVAGED ARE INDICATED. REMOVE

SALVAGE ITEMS AS COMPLETE UNITS TO THE EXTENT POSSIBLE AND

PROTECT FROM FURTHER DAMAGE. CLEAN COMPONENTS OF DUST AND DIRT.

STORE ON SITE AS DIRECTED BY COR.

15. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION

WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE

TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE

DISRUPTIONS AFFECTING THE OWNER'S OPERATIONS.

AD101

F4

PROJE

CT L

IM

IT

L

IN

E

RECEIVING

W203

WAREHOUSE

W202

RECEIVING

WAREHOUSE

CORRIDOR

AE201

F7

KEYPLAN

GROUND

0' - 0"

LOADING DOCK

FLOOR

2' - 10"

7 7

11 11

10' - 2" +/-

F3

AE301

SHEET NOTES

LEGEND

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

LOADING DOCK

AD101CM/NBEB/MR3/1/2021

DEMOLITION PLAN & ELEVATION

1/4" = 1'-0"F1 DEMOLITION PLAN - LOADING DOCK

1/2" = 1'-0"F4 DEMOLITION ELEVATION - LOADING DOCK

NORTH

NOTE:

MAINTAIN CONTINUOUS ACCESS TO EXISTING LOADING DOCK DURING ALL DEMOLITION AND

CONSTRUCTION PHASES.

KEYNOTES

# NOTE

1 SAW-CUT AND DEMO PORTION OF EXISTING MASONRY WALL

2 DISASSEMBLE AND SAFELY STORE OVERHEAD DOOR

3 EXISTING OVERHEAD DOORS TO REMAIN

4 EXISTING MASONRY WALL TO REMAIN

5 EXISTING DOCK LEVELER AND PIT TO REMAIN

6 EXISTING STAIRS & HANDRAILS TO REMAIN

7 EXISTING FOUNDATION WALL TO REMAIN

8 DEMOLISH PORTION OF METAL FASCIA AND EXTENSION

9 SEAL OFF OPENING WITH TEMPORARY FIRE RATED BARRIER

10 DEMOLISH DAMAGED TRUCK SHELTER ENCLOSURE

11 DEMOLISH TRUCK BUMP GUARDS

EXISTING CONSTRUCTION TO BE DEMOLISHED

EXISTING CONSTRUCTION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED (DEMO)

1. THE CONSTRUCTOR SHALL PROVIDE PROTECTION FOR ALL THE GENERAL

PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION

SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF

SAFE EGRESS AND EGRESS OF PREMISE. FIRE EXITS SHALL AT NO TIME BE

BLOCKED.

2. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR

PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS

IF THEY WERE INDICATED ON THE DRAWINGS.

3. THE CONSTRUCTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATERTIGHT

INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE

REPAIRED AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE

GOVERNMENT.

4. THE CONSTRUCTION AREA SHALL BE THROUGHLY CLEANED.

5. ALL WORK TO BE PERFORMED OFF SCAFFOLD SUPPLIED BY THE CONTRACTOR

WITH A CERTIFIED SCAFFOLD ERECTORS LICENSE, INSURANCE AND OSHA

APPROVED TRAINING. PROOF OF THESE REQUIREMENTS WILL BE REQUIRED

PRIOR TO ANY WORK. CONTRACTOR IS TO VERIFY THE WEIGHT LIMITS OF THE

EXISTING ROOFING WITH A STRUCTURAL ENGINEER. ENGINEER, REPORTS

WILL BE REQUIRED PRIOR TO INSTALLING ANY SCAFFOLD ON ANY ROOFS.

THE VA WILL SUPPLY STRUCTURAL DRAWINGS TO THE CONTRACTOR. THE

CONTRACTOR IS TO FOLLOW ALL FEDERAL, STATE, LOCAL AND VA GUIDELINES

AND STANDARDS.

6. ALL OSHA REGULATION ARE TO BE FOLLOWED BY ALL CONTRACTING

PERSONNEL. PRIME CONTRACTOR (ON SITE PERSONNEL) TO HAVE 30 HOUR

OSHA SAFETY TRAINING AND A 10 HOUR OSHA SAFETY CERTIFICATE.

7. REFER TO OTHER CONTRACT DOCUMENTS FOR DEMOLITION REQUIREMENTS

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT

THE JOB SITE AND SHALL REPORT, ANY DISCREPANCIES TO THE GOVERNMENT

PRIOR TO STARTING CONSTRUCTION. BEFORE COMMENCEMENT OF WORK,

THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING

CONDITIONS. DIMENSION SHOWN ON PLANS ARE TO THE FINISH TO FINISH

UNLESS NOTED OTHER WISE.

9. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND

ARE INTENDED TO REASONABLY REPRESENT EXISTING AND CURRENT

CONDITIONS. ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS ARE

BASED, IN PART, ON THAT FACT. ACTUAL CONDITIONS MAY VARY FROM THAT

SHOWN. NOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW SHOULD ANY

DISCREPANCIES WHICH SIGNIFICANTLY AFFECT THE DEMOLITION OR NEW

CONSTRUCTION WORK OCCUR.

10. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED

TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF

WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY

PERFORMANCE OF THE WORK.

11. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN

HAZARDOUS COMPONENTS, CEASE WORK IMMEDIATELY, PREVENT FURTHER

DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

12. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

13. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT

DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS. PROVIDE

ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF

DEMOLISHED MATERIALS IN LAWFUL MANNER, OFF SITE.

14. MATERIALS AND COMPONENTS TO BE SALVAGED ARE INDICATED. REMOVE

SALVAGE ITEMS AS COMPLETE UNITS TO THE EXTENT POSSIBLE AND

PROTECT FROM FURTHER DAMAGE. CLEAN COMPONENTS OF DUST AND DIRT.

STORE ON SITE AS DIRECTED BY COR.

15. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION

WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE

TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE

DISRUPTIONS AFFECTING THE OWNER'S OPERATIONS.

KEYPLAN

13 13

EXISTING BUILDING

151515

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AD102AuthorEB/MR3/1/2021

DEMOLITION ROOF PLAN

SHEET NOTES

LEGEND

3/32" = 1'-0"1 PARTIAL ROOF PLAN Copy 1

KEYNOTES

# NOTE

12 DEMOLISH EXISTING BALLAST MEMBRANE ROOFING AND INSULATION TO CONCRETE DECK;

PREPARE SUBSTRATE TO RECEIVE NEW FINISH

13 DEMOLISH EXISTING SHEET METAL WALL COPING; PREPARE SUBSTRATE TO RECEIVE NEW

FINISH

14 DEMOLISH EXISTING WALL FLASHING; PREPARE SUBSTRATE TO RECEIVE NEW FINISH

15 SALVAGE LIGHTNING PROTECTION SYSTEM. REINSTALL AND RECONNECT FOLLWING

INSTALLATION OF NEW ROOFING

16 DEMOLISH EXISTING FLASHING AT ROOF PENETRATIONS; PREPARE SUBSTRATE TO RECEIVE

NEW ROOFING

UP

PARTIAL HT PARTITION - SEE

ELEVATION FOR HEIGHT

NEW PARTITION

EXISTING CONSTRUCTION TO REMAIN

RATED PARTITION

EXISTING DOOR

NEW CONSTRUCTION DOOR

AE201

F1

F1

AE301

101PROJE

CT L

IM

IT

L

IN

E

RECEIVING

WAREHOUSE

CORRIDOR

RECEIVING

W203

WAREHOUSE

W202

AE504

D5

AE201

F7

F3

AE301

1' - 0"

C L

109109

KEYPLAN

1. CONTRACTOR IS NOT TO SCALE CONSTRUCTION DOCUMENTS. ARCHITECT AND OWNER ARE

TO BE NOTIFIED IN THE EVENT A DISCREPANCY IS FOUND IN EITHER SPECIFICATION OR

CONSTRUCTION DOCUMENTS AT THE EARLIEST PRACTICAL OPPORTUNITY.

2. GENERAL CONTRACTOR SHALL OBSERVE ALL REGULATIONS IMPOSED BY GOVERNING BODIES.

3. IF CONFLICT BETWEEN DRAWINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE BUILDING

OWNER AND OR OPERATIONS ARISE, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT AND OWNER IMMEDIATELY.

4. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITY, INCLUDING STORAGE OR

MATERIAL AND EQUIPMENT WITHIN CONTRACT LIMITS, AT ALL TIMES BEING RESPONSIBLE FOR

AND ABIDING BY THE RULES AND REGULATIONS OF THE OWNER.

5. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES

DAMAGED BY HIMSELF OR SUBCONTRACTORS UNDER HIS CONTROL. REPAIRS ARE TO MATCH

EXISTING MATERIAL AND MUST BE ACCEPTABLE TO THE OWNER.

6. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOBSITE. ALL

CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN CONSTRUCTION LIMITS.

7. FURNISH AND INSTALL U.L. APPROVED FIRE STOPPING ASSEMBLIES AT ALL PENETRATIONS

THROUGH EXISTING AND NEW FIRE RATED CONSTRUCTION REQUIRED TO BY THE SCOPE OF

THIS PROJECT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO FURNISH AND INSTALL

FIRE STOPPING ASSEMBLIES AT APPLICABLE CONSTRUCTION JOINTS TO ACHIEVE THE

IDENTIFIED RATING REQUIREMENTS.

8. REMOVE ONLY AS MUCH ROOFING THAT CAN BE REPLACED OR REPAIRED IN ONE WORKDAY.

THE ROOF SHALL BE MADE WATERTIGHT AT THE END OF EACH WORKDAY.

9. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD. THE

CONTRACTOR SHALL WALK THE ROOF AND ADJACENT AREAS TO BECOME FAMILIAR WITH THE

SITE CONDITIONS THAT AFFECT THE WORKING CONDITIONS AND CONSTRUCTION PRIOR TO

THE START OF CONSTRUCTION.

10. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED

ON THE INFORMATION OBTAINED FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND

SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR SHALL FIELD SURVEY EXISTING

CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.

11. ALL ROOFING DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO THE NUMBER AND

VARYING CONDITIONS ON THE ROOF. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

12. EXISTING LOADING DOCKS SHALL REMAIN ACCESSIBLE AND FULLY OPERATIONAL DURING

CONSTRUCTION.

13. NEW BRICKWORK AND MORTAR TO MATCH EXISTING - MOCK UP REQUIRED

F1

AE301

107107

107107

107107

AE201

F7

F3

AE301

SHEET NOTES

LEGEND

KEYNOTES

# NOTE

9 SEAL OFF OPENING WITH TEMPORARY FIRE RATED BARRIER

100 EXISTING DOCK LEVELER

101 EXISTING MASONRY WALL

102 SALVAGE EXISTING COILING DOOR PRIOR TO DEMOLTIION OF MASONRY. REINSTALL

FOLLOWING REPAIRS TO WALL

103 MASONRY WALL; MATCH EXISTING CONSTRUCTION

104 EXISTING ROOF DRAIN

106 OVERLAP AND SEAL FASCIA PER MFR. RECOMMENDATION

107 EXISTING BALASTED EPDM ROOFING SYSTEM

108 EXISTING OVERHEAD DOOR

109 EXISTING SHELTER ENCLOSURE

114 SURFACE MOUNTED CONTROL BOX FOR LED BACKUP SYSTEM; REF. EXTERIOR ELEVATION

206 NEW TRUCK SHELTER ENCLOSURE; REF. SPECS

208 NEW BOLLARD; REF. DETAIL AND SPECS

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE101CM/NBEB/MR3/1/2021

LOADING DOCK PLAN & ROOF PLAN

1/4" = 1'-0"F1 FLOOR PLAN - LOADING DOCK

NORTH

1/4" = 1'-0"F4 ROOF PLAN - LOADING DOCK

NORTH

PARTIAL HT PARTITION - SEE

ELEVATION FOR HEIGHT

NEW PARTITION

EXISTING CONSTRUCTION TO REMAIN

RATED PARTITION

EXISTING DOOR

NEW CONSTRUCTION DOOR

1. CONTRACTOR IS NOT TO SCALE CONSTRUCTION DOCUMENTS. ARCHITECT AND OWNER ARE

TO BE NOTIFIED IN THE EVENT A DISCREPANCY IS FOUND IN EITHER SPECIFICATION OR

CONSTRUCTION DOCUMENTS AT THE EARLIEST PRACTICAL OPPORTUNITY.

2. GENERAL CONTRACTOR SHALL OBSERVE ALL REGULATIONS IMPOSED BY GOVERNING BODIES.

3. IF CONFLICT BETWEEN DRAWINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE BUILDING

OWNER AND OR OPERATIONS ARISE, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT AND OWNER IMMEDIATELY.

4. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITY, INCLUDING STORAGE OR

MATERIAL AND EQUIPMENT WITHIN CONTRACT LIMITS, AT ALL TIMES BEING RESPONSIBLE FOR

AND ABIDING BY THE RULES AND REGULATIONS OF THE OWNER.

5. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES

DAMAGED BY HIMSELF OR SUBCONTRACTORS UNDER HIS CONTROL. REPAIRS ARE TO MATCH

EXISTING MATERIAL AND MUST BE ACCEPTABLE TO THE OWNER.

6. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOBSITE. ALL

CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN CONSTRUCTION LIMITS.

7. FURNISH AND INSTALL U.L. APPROVED FIRE STOPPING ASSEMBLIES AT ALL PENETRATIONS

THROUGH EXISTING AND NEW FIRE RATED CONSTRUCTION REQUIRED TO BY THE SCOPE OF

THIS PROJECT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO FURNISH AND INSTALL

FIRE STOPPING ASSEMBLIES AT APPLICABLE CONSTRUCTION JOINTS TO ACHIEVE THE

IDENTIFIED RATING REQUIREMENTS.

8. REMOVE ONLY AS MUCH ROOFING THAT CAN BE REPLACED OR REPAIRED IN ONE WORKDAY.

THE ROOF SHALL BE MADE WATERTIGHT AT THE END OF EACH WORKDAY.

9. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD. THE

CONTRACTOR SHALL WALK THE ROOF AND ADJACENT AREAS TO BECOME FAMILIAR WITH THE

SITE CONDITIONS THAT AFFECT THE WORKING CONDITIONS AND CONSTRUCTION PRIOR TO

THE START OF CONSTRUCTION.

10. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED

ON THE INFORMATION OBTAINED FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND

SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR SHALL FIELD SURVEY EXISTING

CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.

11. ALL ROOFING DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO THE NUMBER AND

VARYING CONDITIONS ON THE ROOF. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

12. EXISTING LOADING DOCKS SHALL REMAIN ACCESSIBLE AND FULLY OPERATIONAL DURING

CONSTRUCTION.

13. NEW BRICKWORK AND MORTAR TO MATCH EXISTING - MOCK UP REQUIRED

AE202 F1

AE203

C1

110110

111 111

112112

AE203

F1

EXISTING BUILDING

AE203

F1

AE203

C1

110110

112112

110110

112112

113113113

111111

KEYPLAN

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE102CM/NBEB/MR3/1/2021

BLDG 1 ROOF PLAN

SHEET NOTES

LEGEND

3/32" = 1'-0"F1 PARTIAL ROOF PLAN

NORTH

KEYNOTES

# NOTE

110 NEW EPDM MEMBRANE OVER MECHANICALLY FASTENED POLYISO TAPERED INSULATION; REF.

SPECIFICATIONS

111 NEW SHEET METAL WALL COPING; REF. DETAILS

112 PROVIDE NEW FLASHING FOR EXHAUST, ROOF DRAIN, WINDOW WASHING DAVIT; REF. DETAILS

113 LIGHTNING PROTECTION SYSTEM; INSTALL TO MATCH EXISTING

GROUND

0' - 0"

LOADING DOCK

ROOF

15' - 6"

LOADING DOCK

FLOOR

2' - 10"

F1

AE301

207 207

208 208

209 209

NEW EXISTINGNEWEXISTING

6"

3'

F3

AE301

8'

209209

209209 209209

108108

109 109

215215215215215

KEYPLAN

GROUND

0' - 0"

LOADING DOCK

ROOF

15' - 6"

LOADING DOCK

FLOOR

2' - 10"

NEWEXISTING

3'

F7

AE504

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE201CM/NBEB/MR3/1/2021

LOADING DOCK ELEVATIONS

1/2" = 1'-0"F1 LOADING DOCK ELEVATION - NORTH

SHEET NOTES LEGEND

# NOTE

4 EXISTING MASONRY WALL TO REMAIN

7 EXISTING FOUNDATION WALL TO REMAIN

108 EXISTING OVERHEAD DOOR

109 EXISTING SHELTER ENCLOSURE

206 NEW TRUCK SHELTER ENCLOSURE; REF. SPECS

207 NEW TRUCK BUMP STOP; INSTALL PER MFR. INSTRUCTION; REF. SPECS

208 NEW BOLLARD; REF. DETAIL AND SPECS

209 NEW LED GUIDE LIGHTS, BACKUP WARNING LIGHTS, AND PROXIMITY SENSOR

215 NEW MIRROR VIEWABLE INSTRUCTION SIGN; REF. SPECS

216 REINSTALLED EXISTING COILING DOOR

217 CONTROL BOX ON THE INSIDE OF DOOR IN THIS LOCATION. SPLICE AND EXTEND LOCAL

120-VOLT BRANCH CIRCUIT TO CONTROL BOX. IF BRANCH CIRCUIT CURRENTLY FEEDS LIGHTING LOADS, ENSURE CIRCUIT IS SPLICED AHEAD OF ALL SWITCHING. PROVIDE 3/4" CONDUIT FROM

CONTROL BOX TO RED/GREEN LIGHT, GUIDE LIGHTS, AND SENSOR. SEE MANUFACTURER'S

RECOMMENDATIONS FOR FURTHER INFORMATION ON SYSTEM CONNECTIONS AND WIRING

REQUIREMENTS.

KEYNOTES

1/2" = 1'-0"F7 ELEVATION - LOADING DOCK

2ND FLOOR

13' - 6 3/4"

3RD FLOOR

27' - 1 1/2"

3RD FLOOR ROOF

38' - 9 3/4"

EXISTING BUILDING

210211 F5

AE301

756 SF +/-

KEYPLAN

1. CONTRACTOR TO PROVIDE AN INSTRUMENTAL ANALYSIS OF THE ORIGINAL MORTAR USED

PER ASTM C 1324-96 "TEST MENTHOD FOR EXAMINATION AND ANALYSIS OF HARDENED

MORATARS".

2. NEW MORTAR MUST MATCH HISTORIC MORTAR IN COLOR, TEXTURE AND TOOLING, AND

MATCH THE BINDER COMPONENTS AND THEIR PROPORTIONS WITH THE HISTORIC MORTAR.

3. THE SAND MUST MATCH THE SAND IN THE HISTORIC MORTAR.

4. NEW MORTAR MUST BE AS VAPORT PERMEABLE AND AS SOFT OR SOFTER (MEASURED IN

COMPRESSIVE STRENGTH) THAN THE HISTORIC MORTAR.

5. WATER SHOULD BE POTABLE -- CLEAN AND FREE FROM ACIDS, ALKALIS, AND OTHER

DISSOLVED ORGANIC MATERIALS.

6. BONDING AGENTS SHOULD NOT BE USED AS AN ADDITIVE.

7. IDENTIFIED REPOINTING LOCATIONS ARE SHOW BUT ADDITIONAL LOCATIONS WILL BE

IDENTIFIED WHEN SCAFFOLDING IS IN PLACE.

8. ALL WORK WILL BE EXECUTED BY PHASING AS DIRECTED BY THE VA STAFF.

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE202CM/NBEB/MR3/1/2021

BLDG 1 ELEVATIONS

1/8" = 1'-0"F1 NORTH ELEVATION - PARAPET WALL

SHEET NOTES LEGEND

# NOTE

210 CUSTOM SHEET METAL WALL COPING; REF. DETAILS

211 REPOINT EXISTING MASONRY FACADE; REF. DETAILS

KEYNOTES

2ND FLOOR

13' - 6 3/4"

3RD FLOOR

27' - 1 1/2"

4TH FLOOR

39' - 1 7/8"

5TH FLOOR

51' - 2 1/4"

6TH FLOOR

63' - 2 5/8"

7TH FLOOR

75' - 3"

VENT PENTHOUSE

88' - 9 3/4"

PENTHOUSE

ROOF

111' - 0 1/4"

211211

EXISTING BUILDING

211 211

B3

AE504

B3

AE504

KEYPLAN

1. CONTRACTOR TO PROVIDE AN INSTRUMENTAL ANALYSIS OF THE ORIGINAL MORTAR USED

PER ASTM C 1324-96 "TEST MENTHOD FOR EXAMINATION AND ANALYSIS OF HARDENED

MORATARS".

2. NEW MORTAR MUST MATCH HISTORIC MORTAR IN COLOR, TEXTURE AND TOOLING, AND

MATCH THE BINDER COMPONENTS AND THEIR PROPORTIONS WITH THE HISTORIC MORTAR.

3. THE SAND MUST MATCH THE SAND IN THE HISTORIC MORTAR.

4. NEW MORTAR MUST BE AS VAPORT PERMEABLE AND AS SOFT OR SOFTER (MEASURED IN

COMPRESSIVE STRENGTH) THAN THE HISTORIC MORTAR.

5. WATER SHOULD BE POTABLE -- CLEAN AND FREE FROM ACIDS, ALKALIS, AND OTHER

DISSOLVED ORGANIC MATERIALS.

6. BONDING AGENTS SHOULD NOT BE USED AS AN ADDITIVE.

7. IDENTIFIED REPOINTING LOCATIONS ARE SHOW BUT ADDITIONAL LOCATIONS WILL BE

IDENTIFIED WHEN SCAFFOLDING IS IN PLACE.

8. ALL WORK WILL BE EXECUTED BY PHASING AS DIRECTED BY THE VA STAFF.

GROUND

0' - 0"

2ND FLOOR

13' - 6 3/4"

3RD FLOOR

27' - 1 1/2"

4TH FLOOR

39' - 1 7/8"

5TH FLOOR

51' - 2 1/4"

6TH FLOOR

63' - 2 5/8"

7TH FLOOR

75' - 3"

VENT PENTHOUSE

88' - 9 3/4"

PENTHOUSE

ROOF

111' - 0 1/4"

EXISTING BUILDING

211 211

212 212

D8

AE301

Typ.

B3

AE504

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE203CM/NBEB/MR3/1/2021

BLDG 1 ELEVATIONS

3/32" = 1'-0"C1 WEST ELEVATION

3/32" = 1'-0"F1 EAST ELEVATION

SHEET NOTES

LEGEND

KEYNOTES

# NOTE

210 CUSTOM SHEET METAL WALL COPING; REF. DETAILS

211 REPOINT EXISTING MASONRY FACADE; REF. DETAILS

212 REPLACE CRACKED FACE BRICK; REF. DETAILS

214 REPAIR AND PAINT DAMAGED CONCRETE AT SUNSHADE UNDERSIDE

LOADING DOCK

ROOF

15' - 6"

LOADING DOCK

FLOOR

2' - 10"

AE504

B1

EXISTING STRUCTURAL FILL

EXISTING BACKFILL

EXISTING RIGID INSULATION

EXISTING REINFORCED

CONCRETE FOUNDATION

WALL AND FOOTING

EXISTING PAVEMENT

EXISTING FILLER

EXISTING CONCRETE SLAB

EXISTING FILLER

SS THRU WALL FLASHING

W/ HEMMED DRIP EDGE

WEEP TUBE @ 16" O.C.

CONTINUOUS CRENULATED

MORTAR NET

3" THICK RIGID INSULATION

MASONRY VENEER WALL

INTERLOCK SYSTEM W/ CONT

9 GA WIRE REINFORCING

AND WIRE TIES (EVERY

OTHER CMU COURSE)

BITUMINOUS DAMPROOFING

PAINTED EXISTING

STEEL BEAM

BOND BEAM W/ (2) #5

VERTICALS AT ALTERNATING

LIFTS (GROUT SOLID)

8" REINFORCED

CMU

MASONRY TIES

NEW TRUCK BUMP GUARDS

2'

C

M U

C O

U R

S E

S

B

R

IC

K C

O U

R S

E S

DRILL EXIST. FOUNDATION

AND EPOXY

REINFORCEMENT BARS

(2) #5 VERTICALS AT 32” O.C.

HORIZONTAL JOINT

REINFORCING AT 16” O.C.,

TYP.

GROUND

0' - 0"

3RD FLOOR ROOF

38' - 9 3/4"

AE504

B3

EXIST. MASONRY

VENEER WALL

REPOINT EXIST. MASONRY;

REF. ELEVATION &

SPECIFICATIONS

KEYPLAN

GROUND

0' - 0"

LOADING DOCK

ROOF

15' - 6"

LOADING DOCK

FLOOR

2' - 10"

.040" SS THRU WALL

FLASHING W/ HEMMED

DRIP EDGE

WEEP TUBE @ 16" O.C.

CONTINUOUS CRENULATED

MORTAR NET

3" THICK RIGID INSULATION

MASONRY VENEER WALL

INTERLOCK SYSTEM W/ CONT

9 GA WIRE REINFORCING AND

WIRE TIES (EVERY OTHER

CMU COURSE)

BITUMINOUS DAMPROOFING

PAINTED EXISTING

STEEL BEAM

8" REINFORCED

CMU

MASONRY TIES

DOCK LIFT PIT

8" CMU BEYOND

FACE OF BRICK

BEYOND

STEEL PLATE

EXIST. ROLL-UP

DOOR REINSTALLED

C

M U

C O

U R

S E

S

AE504

B1

NEW TRUCK SHELTER

ENCLOSURE; INSTALL PER

MFR. INSTRUCTION

B

R

IC

K C

O U

R S

E S

AE504

D1

E X

IS

T

IN

G

(2) #5 VERTICALS AT 32” O.C.

HORIZONTAL JOINT

REINFORCING AT 16” O.C.,

TYP.

1. F1 AND F3 WALL SECTIONS AND DETAIL CALL-OUTS TO MATCH ORIGINAL

RECONFIGURED LOAD DOCK CONSTRUCTION DRAWINGS (2012). CONTACT VA

COR FOR APPROVAL OF ALTERNATIVE.

EXIST. MASONRY

VENEER WALL

REPAIR AND PAINT

DAMAGED CONCRETE AT

SUNSHADE UNDERSIDE

EXIST. STANDING

SEAM ROOF

SUNSHADE

EXIST. WINDOW

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE301CM/NBEB/MR3/1/2021

WALL SECTIONS

SHEET NOTES

LEGEND

1" = 1'-0"F1 WALL SECTION - LOADING DOCK

1" = 1'-0"F5 WALL SECTION - MAIN BUILDING

1" = 1'-0"F3 WALL SECTION - LOADING DOCK1

1" = 1'-0"D8 SUNSHADE DETAIL

8" REINFORCED CMU

BITUMINOUS DAMPROOFING

3" THICK RIGID INSULATION

FACE BRICK

SEALANT

EXIST. STEEL BENT PLATE

STAINLESS STEEL FASCIA

EXTENSION

NEOPRENE PAD

0.063" THICK MILL

FINISHED SS FASCIA

ADHERE MEMBRANE OVER

BLOCKING AND EXIST.

TAPERED INSULATION

ADHESIVE

2 X 6 PRESSURE TREATED

WOOD BLOCKING

EXIST. ROOF STRUCTURE

EXISTINGNEW

EXIST. STL BEAM

BOLT WD BLOCKING TO

STL ANGLE AT 8" O.C.

3"

1'

STEEL ANGLE

CONT GALV CLEAT

1 1/4" SS SCREW W/ NEOPRENE

WASHER AT 12" O.C.

CONT GALV SPRING CLIP

3" WIDE SPLICE TAPE

MASONRY TIES AT 24" O.C.

EXISTING CONCRETE

ROOF DECK

EXIST. FACE BRICK

REPOINT EXIST. MASONRY;

REF. ELEVATION &

SPECIFICATIONS

INSULATION

NEW EPDM MEMBRANE ROOF;

REF. ROOF PLAN

EXISTING WALL

EXIST. STONE COPING

STAINLESS STEEL COPING &

FLASHING W/ CONT. CLEAT

ADHERE MEMBRANE OVER

COPING

AE504

B5

3" THICK RIGID

INSULATION

8" CMU BLOCK

FACE BRICK W/ WIRE

REINFORCING

EXISTING WALL

EXISTING

STRUCTURAL

COLUMN

1'

- 4

PROVIDE 2" AIR SPACE

MIN.

NEW TRUCK SHELTER

ENCLOSURE

5"

SALVAGE AND REINSTALL

DOOR RAIL SUPPORT

ANGLE

EXP. ANCHOR

SALVAGE AND REINSTALL

OVERHEAD DOOR

RETURN BRICK AT

OPENING

CONTROL JOINT WITH

BACKER ROD

NEW 6" DIA.

BOLLARD

1'

- 0

CL

KEYPLAN

EXISTING BRICK

VENEER

MASONRY UNIT OR

UNITS TO BE

REMOVED

1. SAW CUT OUT MORTAR JOINTS SURROUNDING

MASONRY UNITS TO BE REMOVED OR REPLACED.

2. UNITS REMOVED MAY BE BROKEN OR REMOVED,

PROVIDING SURROUNDING UNITS TO REMAIN ARE

NOT DAMAGED.

3. ONCE UNITS ARE REMOVED, CAREFULLY CHISEL

OUT THE OLD MORTAR AND REMOVE DUST AND

DEBRIS.

4. IF UNITS ARE LOCATED ON EXTERIOR WYTHE OF A

CAVITY OR VENEER WALL, EXCERCISE CARE TO

PREVENT DEBRIS FROM FALLING INTO CAVITY.

REMOVE MIN. 3/4" DEPTH OF MORTAR IN

HORIZONTAL AND VERTICAL JOINTS OR

UNTIL SOUND MORTAR IS FOUND. REMOVE

DUST AND DEBRIS BY BRUSHING, AIR OR

WATER (NO WATER IF TEMPERATURE IS

BELOW FREEZING).

INSTALL OF TUCK POINT MORTAR

PER SPECIFICATIONS 04 05 13

MASONRY TUCK POINTING 3.3

1/2" 1/ 2"

1/ 2"

NEW SEALANT WITH

CONTINUOUS BACKER-ROD

EXISTING WALL

EXISTING BRICK VENEER

ALIGN CONTROL JOINT TO

NEAREST VERTICAL BRICK JOINT.

SAW CUT NEW CONTROL JOINT IN

BRICK COURSING ABOVE AND

BELOW AS REQUIRED TO MAINTAIN

A STRAIGHT VERTICAL JOINT.

EXISTING WALL

FLASHING MEMBRANE EXTEND

OVER PRE-FORMED CORNER

PRE-FORMED INSIDE

CORNER

PRE-FORMED

OUTSIDE CORNER

FLASHING MEMBRANE EXTEND

OVER PRE-FORMED CORNER

EXISTING WALL

TERMINATION BAR SET IN

MASTIC (ATTACHED AS

DIRECTED BY MANUF.)

3" ST. STEEL DRIP

EDGE SET IN MASTIC

3/4"

3" ST. STEEL DRIP EDGE

SET IN MASTIC

PROJECTION

TERMINATION BAR SET IN

MASTIC (ATTACHED AS

DIRECTED BY MANUF.)

SINGLE-PLY ROOF MEMBRANE -

EXTEND MEMBRANE UP & OVER

ROOF CURB

EXIST. ROOF

STRUCTURE

WOOD BLOCKING

MECH. UNIT & FLASHING

(BY MECH. CONTR.)

EXISTING ROOF

CURB

OPENING

EXISTING ROOF DRAIN

NEW MEMBRANE

ROOFING TO BE

CONT. TO DRAIN

EXISTING ROOF TAPER

EXISTING ROOF

STRUCTURE

WATER CUT-OFF

MASTICEXIST. CLAMPING

RING

OVERLAP

6" MIN.

DRAIN FLASHING

WATER CUT-OFF MASTIC

EXISTING VENT PIPE

UNCURED MEMBRANE

FLASHING LAP SEALANT

ADHESIVE

NEW WHITE PVC MEMBRANE

ROOF; REF. ROOF PLAN

STAINLESS STEEL RAINCOLAR

W/ STAINLESS STEEL

DRAWBAND

SEALANT

EXISTING ROOF

STRUCTURE

FACE OF BRICK BEYOND

8" CMU BEYOND

.040" SS THRU WALL FLASHING

W/ HEMMED DRIP EDGE

WEEP TUBE @ 16" O.C.

CONTINUOUS CRENULATED

MORTAR NET

3" THICK RIGID INSULATION

3/8" X 15" CONT. STEEL

PLATE

MASONRY VENEER

GROUT (2)-COURSES

ABOVE LINTEL SOLID

CMU INFILL

W8X21 STEEL LINTEL

STRAP ANCHORS 1 1/2"X1/4"

@ 32" O.C. TYP.

1/2"

EXIST. STONE COPING

90°

153°

5/

8" 2"

1/

2" 1/

2"

1/2" 2 3/8" 3 1/8" 6"

SEALANT ENTIRE LENGTH

DRIP EDGE

STAINLESS STEEL COPING &

FLASHING W/ CONT. CLEAT

(FIELD VERIFY DIMENSIONS

FOR PROPER FIT)

1 1/4" SS SCREW W/ NEOPRENE

WASHER AT 12" O.C.

SEALANT ENTIRE LENGTH

2"

EPDM ROOFING MEMBRANE

OVER AND ADHERED TO COPING

6" DIA. STANDARD PIPE

CONCRETE FILLED

(PAINTED YELLOW)

GRADE

6" 2'

3'

6"

SET PIPE IN

CONCRETE

2" WIDE, WHITE

REFLECTIVE TAPE

3" 3"

2'

SLOPE AWAY

FROM PIPE

SDVOSB

CVE Location

Issue Date o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

BID DOCUMENTS

REPAIR MORTAR & BRICK

ON BLDG. 1

JAMES E. VAN ZANDT VA MEDICAL CENTER

ALTOONA, PA

503-19-110

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0514-0002

MILLER-REMICK LLC

PROFESSIONAL

ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

OCULUS INC.

PROFESSIONAL

ARCHITECT

ARCHITECTURAL

AE504CM/NBEB/MR3/1/2021

DETAILS

1 1/2" = 1'-0"B1 WALL PARAPET - LOADING DOCK

1 1/2" = 1'-0"B3 WALL PARAPET - MAIN BUILDING

1 1/2" = 1'-0"D5 MASONRY WALL DETAIL

LEGEND

1 1/2" = 1'-0"F3 BRICK REPLACEMENT

1 1/2" = 1'-0"F5 TUCK POINTING DETAIL 3" = 1'-0"F7 CONTROL JOINT

3/4" = 1'-0"F1 MASONRY BASE FLASHING DETAILS

1 1/2" = 1'-0"E8 ROOF CURB DETAIL

1 1/2" = 1'-0"B8 EXISTING ROOF DRAIN DETAIL

1 1/2" = 1'-0"D8 VENT STACK DETAIL

1 1/2" = 1'-0"D1 WALL PARAPET - DOCK DOOR HEADER

3" = 1'-0"B5 COPING DETAIL - MAIN BUILDING

1" = 1'-0"D3 BOLLARD DETAIL