Solcitation Attachment Drawings 595-667 FULL SET.pdf

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

Architects / Engineers

CANNONDESIGN

606 Liberty Avenue, Suite 500A Pittsburgh, PA 15222 (412)765-1700

VAMC Lebanon -

Renovation of Laboratory

B1

04/13/2020

GI 000

595-667

BYAB

COVER SHEET

VAMC Lebanon Renovation of Laboratory B1

1700 South Lincoln Avenue Lebanon PA 17042

VA Project Number 595-667

Lebanon, PA

Vicinity Map

Asbestos Consultant Sci-Tek Consultants, Inc.

220 W. High Street Bellefonte PA 16823 (814)335-5612

Owner / Developer Nicholas K. Bierman, Project Manager 1700 South Lincoln Avenue Lebanon, PA 17042

(717) 272-6621 x3935

Location Map

Civil Engineer Langan 200 Ansys Drive, Suite 403 CAnonsburg, PA 15317 (724)514-5100

General Drawing List

GI 000 COVER SHEET

GI 001 PHASING PLAN

GI 002 GROUND FLOOR LIFE SAFETY PLAN

GI 003 BULDING GROSS & PROGRAM AREA PLANS

Civil / Landscape Drawing List

CS4-000 Site Grading and Landscape Plan

Mechanical Drawing List

MD1-101 HVAC Demolition Ground Floor Plan

MH1-001 HVAC Symbols, Abbreviations, and Notes

MH1-101 HVAC Ductwork Basement Plan

MH1-102 HVAC Ductwork Ground Floor Plan

MH1-103 HVAC Roof Plan

MH1-201 HVAC Piping Basement Plan

MH1-202 HVAC Piping Ground Floor Plan

MH5-101 HVAC Isometric Ductwork Plan

MH5-201 HVAC Isometric Piping Plan

MH6-101 HVAC Equipment Schedules

MH7-100 HVAC Riser Diagrams & Details

MH7-101 HVAC Details

MH7-102 HVAC Details

MH7-103 HVAC Details

MH7-104 HVAC Details

MH7-105 HVAC Sequence of Operations

Plumbing Drawing List

PD0-101 Plumbing Pipe Basement Demolition Plan

PD0-102 Plumbing Ground Floor Demolition Plan

PD0-103 Plumbing Roof Demolition Plan

PL1-001 Plumbing Legend and General Notes

PL1-101 Plumbing Pipe Basement Plan - Domestic Water

PL1-102 Plumbing Ground Floor Plan - Domestic Water

PL2-100 Plumbing Underground Plan - Drainage and Vent

PL2-101 Plumbing Pipe Basement Plan - Drainage and Vent

PL2-102 Plumbing Ground Floor Plan - Drainage and Vent

PL2-103 Plumbing Roof Plan

PL5-101 Plumbing Riser Diagram

PL7-101 Plumbing Details

Fire Protection Drawing List

FP1-001 Fire Protection Symbols and General Notes

FP1-101 Fire Protection Basement

FP1-102 Fire Protection Ground Floor

FP7-101 Fire Protection Details

FPD-102 Fire Protection Ground Floor Demolition Plan

Electrical Drawing List

E00-001 Electrical Symbols

ED1-102 Electrical Demolition Plan Ground Floor

EL1-101 Basement Floor Lighting Plan

EL1-102 Ground Floor Lighting Plan

EP1-101 Basement Floor Power Plan

EP1-102 Ground Floor Power Plan

EP1-103 Roof Power Plan

EP5-201 Electrical Riser Diagram

EP6-101 Electrical Schedules

EP6-102 Electrical Schedules

EP7-101 Electrical Details

ES0-101 Electrical Site Plan

ET1-101 Basement Systems Plan

ET1-102 Ground Floor Systems Plan

Structural Drawing List

S1-100 MECHANICAL BASEMENT FOUNDATION PLAN

S1-101 GROUND FLOOR FOUNDATION PLAN

S1-102 ROOF FRAMING PLAN

S5-001 TYPICAL FOUNDATION DETAILS

S5-002 TYPICAL FOUNDATION DETAILS

S5-003 TYPICAL STEEL FRAMED DETAILS

S5-004 TYPICAL STEEL DECK DETAILS

S5-005 DETAILS AND SECTIONS

S8-000 GENERAL NOTES AND SCHEDULES

S8-001 COLUMN SCHEDULE

Architectural Drawing List

AD200 DEMOLITION FLOOR PLANS

AS 001 ABBREVIATIONS, SYMBOLS, NOTES AND MOUNTING

HEIGHTS

AS 10B PIPE BASEMENT AND MECHANICAL BASEMENT

AS 101 GROUND FLOOR PLAN

AS 102 ROOF PLAN

AS 103 PORCH PLAN AND DETAILS

AS 201 ENLARGED PLANS AND ELEVATIONS

AS 202 LAB PLANS AND ELEVATIONS

AS 203 LAB PLANS AND ELEVATIONS

AS 204 LAB PLAN AND ELEVATIONS

AS 205 LAB PLAN AND ELEVATIONS

AS 301 BUILDING ELEVATIONS

AS 331 BUILDING SECTIONS

AS 401 WALL SECTIONS AND DETAILS

AS 402 WALL SECTIONS AND DETAILS

AS 421 DETAILS

AS 501 STAIR PLANS, SECTIONS AND DETAILS

AS 701 REFLECTED CEILING PLAN

AS 801 INTERIOR DETAILS

AS 802 INTERIOR DETAILS

AS 911 CASEWORK DETAILS

AS 1001 PARTITION TYPES

AS 1005 DOOR AND WINDOW SCHEDULE AND DETAILS

AS 1006 EXTERIOR GLAZING PLAN AND ELEVATION

AS 1201 FINISH PLAN

AS 1721 FINISH SCHEDULE AND DETAILS

QL 100 EQUIPMENT PLAN

QL 101 EQUIPMENT PLANS

Revision Schedule

Number Description Date

Phasing Plan Notes

-East Side Renovations

Notes:

-Exit from Lab Addition will be created.

-Conduits are being provided from the Addition side for installing power on east side so temporary service may be needed.

-Tie-ins to Phase 2 work needs to be ongoing.

-Coordination of Corridor Project construction with this project needs to be ongoing.

Phase 2

-New Mechanical Basement - including areaway.

-New Lab Addition

Notes:

-Contractor to design, provide, and maintain temporary exit from south curtain wall;

Contractor to design exit, VA to approve.

-All work to be done from outside of the hospital; Coordinate with COTR -Microbiology and Molecular Lab to be used for temporary Break Room/ Locker Room.

-Coordination of Corridor Project construction with this project needs to be ongoing.

-There is some engineering work that ties into the Radiology Project.

-Opening of exterior wall into new Lab Addition could happen at end of Addition construction.

Phase 1

-West Side Renovations

Note:

-Coordination of Corridor Project construction with this project needs to be ongoing.

Phase 3

A B C D

Phase 1 Phase 2Phase 3

E

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC Lebanon -

Renovation of Laboratory

B1

04/13/2020

GI 001

595-667

BYAB

PHASING PLAN

3/16" = 1'-0"1

GROUND FLOOR PLAN

BENCH

SLOPE

FECFEC

FEC

FEC

FEC

12" OVER 68'-0"

1.47%

TREATMENT 4

EX-157

TREATMENT 3

EX-156

SOILED

UTILITY

EX-155

TREATMENT 5

EX-158

TREATMENT 6

EX-159

FAST TRACK

TREATMENT 7

EX-160

TOILET

EX-162

FAST TRACK

TREATMENT 8

EX-161

DECON.

CHANGING

EX-163

DECON.

SHOWER

EX-163A

DECON.

EX-163B

EMERG. RESP.

CLOSET

EX-164A

VESTIBULE

EX-164

GURNEY

STORAGE

EX-165

STAFF

TOILET

EX-154

TREATMENT 2

EX-153

DATA/

PHONE

EX-141

OBSERV.

EX-144CORRIDOR

EX-100C10

NURSE

STATION

EX-145

CORRIDOR

EX-100C11

SINK

ALCOVE

EX-152

TREATMENT 1

EX-151

H.A.C.

EX-143

TRIAGE

EX-166

RECEPTION

EX-167

POLICE

CHANGING

EX-142A

CORRIDOR

EX-100C8

CONF./

LUNCH

EX-142

LINEN

AREA

EX-145A

CLEAN

STORAGE

EX-145B

CHIEF

E.R.

EX-150

CORRIDOR

EX-100C6

WAITING

EX-140

CORRIDOR

EX-100C5

GURNEY

ALCOVE

EX-126

CORRIDOR

EX-100C4

RESP.

THERAPY

EX-139

NURSE

MANAGER

EX-138

ROLL-IN

SHOWER

EX-130

EQUIPMENT

STORAGE

EX-131A

TELE. ROOM

EX-131B

ELEC.

EX-136

NOURISHMENT

EX-135

SOILED

UTILITY

EX-134

CORRIDOR

EX-100C3

TOILET

EX-105

STAFF

TOILET

EX-106

LINEN

EX-107

PATIENT

ROOM

EX-125

PATIENT

ROOM

EX-124

PATIENT

ROOM

EX-123

PATIENT

ROOM

EX-122

H.A.C.

EX-121

NURSE

STATION

EX-131

CLEAN

SUPPLY

EX-132

PATIENT

ROOM

EX-120

ISOL.

ANTI-ROOM

EX-119

PATIENT

ROOM

EX-118

MED

ALCOVE

EX-133

SINK

ALCOVE

EX-117

CORRIDOR

EX-100C2

PATIENT

ROOM

EX-116

NURSE

STATION

EX-108

PATIENT

ROOM

EX-115

CORRIDOR

EX-100C1

ALCOVE

EX-112

PATIENT

ROOM

EX-114

PATIENT

ROOM

EX-113

PATIENT

ROOM

EX-111

WAITING

EX-102

VESTIBULE

EX-101

UP

DN

DN

DN

EX-107

PHYSIATRIST

OFFICE/EXAM

EX-108

PHYSIATRIST

OFFICE/EXAM

EX-114

ADL

KITCHEN

EX-57

STAIR

EX-123

STAFF

TOILET

EX-122

STAFF

TOILET

EX-104D

PREP

AREA

EX-100C4

CORRIDOR

EX-100C2

CORRIDOR

EX-126A

BREAKDOWN

ROOM

EX-120

P.T.

SUPERVISOR

EX-127

SOILED/

RED

BAG

STORAGE

EX-104I

TOILET

EX-104H

TOILET EX-124

STAFF

BREAK

ROOM

EX-124A

CHANGING

ROOM

EX-100C1

CORRIDOR

EX-100C3

CORRIDOR

EX-116

OXY.

STOR.

ROOM

EX-100C5

CORRIDOR

EX-121

VOICE/

DATA

CLOSET

EX-110A

ELEC.

CLOSET

EX-105

JANITOR

CLOSET

EX-101

RECEPTION

EX-104J

STAFF

CHARTING

EX-125

PT/OT

EQUIPMENT

STORAGE

EX-103

TOILET

EX-106

TOILET

EX-100

WAITING

ROOM

EX-126

CLEAN

RECEIVING

EX-109

HYDROTHERAPY

ROOM

EX-117

PHYSIATRIST

OFFICE/

EXAM

EX-112

ADL

TRAINING

TOIL.

EX-119

SUPERVISOR

OF

PROSTHETICS

EX-110B

PROSTHETIC

RECEIVING

STORAGE

ROOM EX-110

PROSTHETICS

WORK

AREA

EX-115

PHYSIATRIST

OFFICE/

EXAM

EX-113

PHYSIATRIST

OFFICE/

EXAM

EX-111

PHYSIATRIST

OFFICE/

EXAM

EX-118

SOILED

HOLDING

EX-104A

TREATMENT

EX-104B

TREATMENT

EX-104C

TREATMENT

EX-104E

TREATMENT

EX-104

THERAPY

GYM

EX-56

J.C.

TREATMENT

EX-104G

TREATMENT

EX-104F

DN

DN

S S

S S

S S

S

S SS S

SS

SS

SS

S SS

SS

SS

SS

S SS S

S S

S S

S S

S

S S

S

SS

SSS S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

SSSS

SS

SS

SSSS

SS

SS

SS

S SS

S S

S SS S

SS

SS

SS S SS S S S S S S S S S S S S

SS

S

S

S

S

S

S

S

S

S

S

SS

S S

SS S SS S S S S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S SS S S S S

S SS S S

BENCH

S L O P E

FECFEC

FEC

FEC

FEC

12" OVER 68'-0"

1. 47%

TREATMENT 4

EX-157

TREATMENT 3

EX-156

SOILED

UTILITY

EX-155

TREATMENT 5

EX-158

TREATMENT 6

EX-159

FAST TRACK

TREATMENT 7

EX-160

TOILET

EX-162

FAST TRACK

TREATMENT 8

EX-161

DECON.

CHANGING

EX-163

DECON.

SHOWER

EX-163A

DECON.

EX-163B

EMERG. RESP.

CLOSET

EX-164A

VESTIBULE

EX-164

GURNEY

STORAGE

EX-165

STAFF

TOILET

EX-154

TREATMENT 2

EX-153 DATA/

PHONE

EX-141

OBSERV.

EX-144CORRIDOR

EX-100C10

NURSE

STATION

EX-145

CORRIDOR

EX-100C11

SINK

ALCOVE

EX-152

TREATMENT 1

EX-151

H.A.C.

EX-143

TRIAGE

EX-166

RECEPTION

EX-167

POLICE

CHANGING

EX-142A

CORRIDOR

EX-100C8

CONF./

LUNCH

EX-142

LINEN

AREA

EX-145A

CLEAN

STORAGE

EX-145B

CHIEF

E.R.

EX-150

CORRIDOR

EX-100C6

WAITING

EX-140

CORRIDOR

EX-100C5

GURNEY

ALCOVE

EX-126

CORRIDOR

EX-100C4

RESP.

THERAPY

EX-139

NURSE

MANAGER

EX-138

ROLL-IN

SHOWER

EX-130

EQUIPMENT

STORAGE

EX-131A

TELE. ROOM

EX-131B

ELEC.

EX-136

NOURISHMENT

EX-135

SOILED

UTILITY

EX-134

CORRIDOR

EX-100C3

TOILET

EX-105

STAFF

TOILET

EX-106

LINEN

EX-107

PATIENT

ROOM

EX-125

PATIENT

ROOM

EX-124

PATIENT

ROOM

EX-123

PATIENT

ROOM

EX-122

H.A.C.

EX-121

NURSE

STATION

EX-131

CLEAN

SUPPLY

EX-132

PATIENT

ROOM

EX-120

ISOL.

ANTI-ROOM

EX-119

PATIENT

ROOM

EX-118

MED

ALCOVE

EX-133

SINK

ALCOVE

EX-117

CORRIDOR

EX-100C2

PATIENT

ROOM

EX-116

NURSE

STATION

EX-108

PATIENT

ROOM

EX-115

CORRIDOR

EX-100C1

ALCOVE

EX-112

PATIENT

ROOM

EX-114

PATIENT

ROOM

EX-113

PATIENT

ROOM

EX-111

WAITING

EX-102

VESTIBULE

EX-101

EX-107

PHYSIATRIST

OFFICE/EXAM

EX-108

PHYSIATRIST

OFFICE/EXAM

EX-114

ADL

KITCHEN

EX-57

STAIR

EX-123

STAFF

TOILET

EX-122

STAFF

TOILET

EX-104D

PREP

AREA

EX-100C4

CORRIDOR

EX-100C2

CORRIDOR

EX-126A

BREAKDOWN

ROOM

EX-120

P.T.

SUPERVISOR

EX-127

SOILED/

RED

BAG

STORAGE

EX-104I

TOILET

EX-104H

TOILET EX-124

STAFF

BREAK

ROOM

EX-124A

CHANGING

ROOM

EX-100C1

CORRIDOR

EX-100C3

CORRIDOR

EX-116

OXY.

STOR.

ROOM

EX-100C5

CORRIDOR

EX-121

VOICE/

DATA

CLOSET

EX-110A

ELEC.

CLOSET

EX-105

JANITOR

CLOSET

EX-101

RECEPTION

EX-104J

STAFF

CHARTING

EX-125

PT/OT

EQUIPMENT

STORAGE

EX-103

TOILET

EX-106

TOILET

EX-100

WAITING

ROOM

EX-126

CLEAN

RECEIVING

EX-109

HYDROTHERAPY

ROOM

EX-117

PHYSIATRIST

OFFICE/

EXAM

EX-112

ADL

TRAINING

TOIL.

EX-119

SUPERVISOR

OF

PROSTHETICS

EX-110B

PROSTHETIC

RECEIVING

STORAGE

ROOM EX-110

PROSTHETICS

WORK

AREA

EX-115

PHYSIATRIST

OFFICE/

EXAM

EX-113

PHYSIATRIST

OFFICE/

EXAM

EX-111

PHYSIATRIST

OFFICE/

EXAM

EX-118

SOILED

HOLDING

EX-104A

TREATMENT

EX-104B

TREATMENT

EX-104C

TREATMENT

EX-104E

TREATMENT

EX-104

THERAPY

GYM

EX-56

J.C.

TREATMENT

EX-104G

TREATMENT

EX-104F

A B C D

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

17072 SF

SMOKE

COMPARTMENT

EXIT

EXIT

EXIT

2 HR BARRIER

(ETR)

1 HR

SMOKE/FIRE

(ETR)

SMOKE

COMPARTMENT

1 HR BARRIER

2 HR

SMOKE/FIRE

(ETR)

SMOKE

COMPARTMENT

2 HR RATED

EXIT PASSAGELIMIT OF WORK

2 HR

SMOKE/FIRE

BARRIER

1 HR

SMOKE/FIRE

BARRIER (ETR)

1 HR FIRE

BARRIER (ETR)

2 HR FIRE

BARRIER

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

2 HR

SMOKE/FIRE

1 HR

SMOKE/FIRE

BARRIER (ETR)

1 HR

SMOKE/FIRE

BARRIER (ETR)

OPEN

LABORATORY

CORRIDOR

SUPPLY

ROOM

STAFF

LOUNGE

HOUSEKEEPING

FROZEN

AND GROSS

SECTION

ROOM

CONFERENCE

ROOM

(NOT IN

CONTRACT)

LIMIT OF WORK

LIMIT OF WORK

Mech.

Room

Oxygen Storage

Room

Stair #1

Fire Alarm

Elevator Lobby

Stair #3

Toilet

ToiletJCElec

Vending Office

Concourse

Toilet

Future SPD

Chest X-Ray

Waiting Room

General X-Ray

Toilet/ Changing

Patient Corridor

Break Room

Nuclear Med Chief

IT

Room

Camera

Nuclear Medicine Corridor

Stress Lab Dexascan

Dosing

Hot Lab

Thyroid Uptake

Soiled Utility

Blood Bank Toilet

HAC

Staf f

TLT

Clean Utility

Files

Elevator Elev.

Equip.

Reception

Stair #

General X-Ray

General X-Ray

Fluoroscopy

Fluoroscopy Reading Room

Toilet

Change

Elec Room

Change

Change

Toilet

Exit Stair

Nuclear Med Tech Office

Toilet

Toilet

Water Service Entry

North Corridor

Camera Camera

Contro l Room

Closet

Stair

Elevator

Elevator

Elevator

MRI Entry

Storage

Concourse

AS 701

PATH B

STAFF

LOCKERS

SHARED

OFFICE

STAFF

TOILET 2

STAFF

TOILET 1

FUTURE

MOLECULAR/MICROBIOLOGY

LAB

E

PATH BPATH A

57' - 1 7/16"

/1

/8

48' - 0"

11' - 8 3/4" 18' - 1"

123' - 3 31/32"

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES

AND THE LATEST EDITION OF THE FOLLOWING CODES:

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON SEPARATION

DISTANCE

FIRE SEPARATION DISTANCE

< 5 ALL

TYPE OF CONSTRUCTION GROUP A, B, E, F-2, I, R, S-2, U

> 5 IA 1

< 10 OTHERS 1

< 30

> 10

11B, VB

IA, IB

OTHERS 1

> 30 ALL 0

MINIMUM FIRE RESISTANCE RATING OF ENCLOSURES

MAIN ELECTRICAL SWITCHGEAR ROOM 1

HOURS

EMERGENCY GENERATOR 2

TELEPHONE, ELECTRICAL CLOSETS AND MECHANICAL EQUIPMENT

ROOMS

STORAGE ROOMS GREATER THAN 100 SQ.FT.

BOILER AND FURNACE ROOMS

OCCUPANCY FIRE SEPARATION ASSEMBLIES

SHAFTS AND ELEVATOR HOISTWAYS

EXIT ACCESS CORRIDORS

CONNECTING 3 OR FEWER STORIES

ENCLOSURES OF EXIT CORRIDORS, STAIRWAYS AND

ASSOCIATED EXIT CORRIDORS

CONNECTING 3 OR FEWER STORIES 2

OCCUPANCY LOAD FACTORS (LSC)

BUSINESS AREAS 100 SQUARE FEET

300 SQUARE FEETSTORAGE, MECHANICAL ROOMS

INTERIOR NON-BEARING WALLS

EXTERIOR NON-BEARING WALLS NON-COMBUSTIBLE

TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL

200'

100'

30'DEAD END CORRIDOR

ASSEMBLY, TABLES AND CHAIRS 15 SQUARE FEET NET

7 SQUARE FEET NETASSEMBLY, CHAIRS ONLY

EGRESS CAPACITY (LSC)

STAIRS 0.3 INCHES PER PERSON

0.2 INCHES PER PERSONLEVEL COMPONENTS & RAMPS

CORRIDOR WIDTHS (LSC)

44 INCHES

OFFICES OR OTHER AREAS NOT SUBJECT TO

HOUSING, TREATMENT OR USE OF INPATIENTS

MINIMUM CLEAR WIDTH OF DOORS (LSC)

36 INCHES CLEAR WIDTHALL AREAS

CONSTRUCTION TYPE

USE GROUP(S)

STORIES

BEARING WALLS-

SPRINKLERS

STRUCTURAL FRAME

EXTERIOR

INTERIOR

NON-BEARING WALLS & PARTITIONS

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING.

INCLUDING COLUMNS, BEAMS,

GIRDERS, TRUSSES

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING

ROOF CONSTRUCTION

NFPA 101 2018 (LSC)

HEALTHCARE, MAINTENANCE (SPECIAL

PURPOSE INDUSTRICAL OCCUPANCY)

II (2,2,2)

PROVIDED

HOURS

2 HOURS

NON-COMBUSTIBLE

2 HOURS

2 HOURS

NON-COMBUSTIBLE

NON-COMBUSTIBLE

NON-COMBUSTIBLE

NON-COMBUSTIBLE

Code Data

- National Fire Protection Association (NFPA) except NFPA 5000 - 2018

- NFPA 101 Life Safety Code

- NFPA 99 Standards of Healthcare Facilities Chapter 11 Laboratories

- NFPA 45 Fire Protection for Laboratories Using Chemicals

- Uniform Federal Accessibility Standards (UFAS)

- Department of Veterans Affairs - Design Manuals and Standards

- National Standard Plumbing Code (NSPC)

- National Electric Code (NEC)

- International Mechanical Code 2015 (as applicable)

- Occupational, Safety and Health Administration (OSHA)

- International Plumbing Code 2015 (as applicable)

- International Building Code 2015 (as applicable)

NOTE: A MINIMUN OF 36" CLEAR AISLE SPACE SHALL BE MAINTAINED AROUND LABORATORY

BENCHES & FURNITURE.

EXISTING I (3,3,2)

Occupancy Table

Floor Occupancy Description Total Area

(in SF) Area per Occupant

Total Occupancy

Basement 4,174 Use Maximum Probable Population

Ground Floor Business 11,359 1/100 114

Roof - - 100 15

Special Purpose Industrial

Egress Table

Floor Basement Ground

Total Occupancts and Direction of Travel

14 up

Stair Width Required/Drawn (total cumulative occupant load <2000)

114 at grade + 14 from below = 128 <2000

44"/48" at grade

Egress Options at each level

2 2

Re-Entry Allowed no yes

# Egress Points Required 2 2

Egress Capactiy Stairs (min. width 44")

14/2*.3 =2.1 "

# Egress Capcity Level (min 36")

128/2*.2 = 12.8" horizontal exit

Rated Partition Legend

SMOKE PARTITION

1 HOUR RATED FIRE PARTITION

1 HOUR RATED SMOKE/PARTITION

2 HOUR RATED FIRE PARTITION

2 HOUR RATED SMOKE/FIRE PARTITION

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

SMOKE

COMPARTMENT

LIMIT OF WORK

SMOKE

COMPARTMENT

GB.1

GB.2

G.3

G.1 G.2

G.4

SMOKE

COMPARTMENT

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC Lebanon -

Renovation of Laboratory

B1

04/13/2020

GI 002

595-667

BYAB

GROUND FLOOR LIFE

SAFETY PLAN

1/16" = 1'-0"1

GROUND FLOOR LIFE SAFETY

1/64" = 1'-0"2

SMOKE COMPARTMENT PLAN

Code Compliance -...

Path Egress Distance

PATH A 260' - 6"

PATH B 178' - 8"

DN

DN

DN

DN

UP

UP

UP

A B C D

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

E

7698 SF

ADDITION

45 SF

Staff TLT

433 SF

Staff Lounge

397 SF

Corridor

46 SF

HSKP

1085 SF

Chemistry

503 SF

Future Microbiology and Molecular

Lab

107 SF

HVAC

Shaft

37 SF

Electrical

36 SF

Telecom

131 SF

HVAC

Shaft

350 SF

Frozen and Gross

Section Room

210 SF

Shared Office

269 SF

Conference Room

A B C D

607 SF

Blood Bank

228 SF

Slide Block

Storage

291 SF

Supply Room

563 SF

Specimen Processing

465 SF

Urinalysis

364 SF

Send Outs

266 SF

Specimen Receiving

778 SF

Hematology

1230 SF

Histology

381 SF

Cytology

388 SF

Corridor

207 SF

Administration Assistant/ Waiting

211 SF

Pathology Office

117 SF

Pathology Office

138 SF

Pathology Office

130 SF

Lab Managers

114 SF

QA/QC

Office

30 SF

Storage50 SF

Staff TLT

E

60 SF

Staff Toilet

4405 SF

Pipe Basement

3545 SF

ADDITION

A B C D

E

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC Lebanon -

Renovation of Laboratory

B1

04/13/2020

GI 003

595-667

BYAB

BULDING GROSS &

PROGRAM AREA PLANS

1/16" = 1'-0"2

GROUND FLOOR GROSS AREA

TOTAL PROGRAM AREA 11784 SF

Note:

Does not include Pipe Basement, Areaway, Electrical and Telecom Rooms, HVAC Shafts listed above or exterior wall.

1/8" = 1'-0"3

GROUND FLOOR PROGRAM AREA PLAN

1/16" = 1'-0"1

MECHANICAL BASEMENT GROSS AREA

ROOM AREA SCHEDULE

ROOM

NO. ROOM NAME AREA

B10 MECHANICAL ROOM 2903 SF

B11 AREAWAY 186 SF

G01 ENTRY VESTIBULE 65 SF

G02 ADMINISTRATION VESTIBULE 35 SF

G10 CORRIDOR 386 SF

G11 STAFF TOILET 2 60 SF

G12 SUPPLY ROOM 289 SF

G13 HOUSEKEEPING 60 SF

G14 STAFF TOILET 1 45 SF

G15 SHARED OFFICE 210 SF

G16 STAFF LOCKERS 196 SF

G17 STAFF LOUNGE 434 SF

G18 OPEN LABORATORY 5142 SF

G19 BLOOD BANK 604 SF

G20 FUTURE MOLECULAR/MICROBIOLOGY LAB 531 SF

G21 ELECTRICAL 37 SF

G22 HVAC 108 SF

G23 TELECOM 37 SF

G24 HVAC 108 SF

G25 FROZEN AND GROSS SECTION ROOM 336 SF

G26 SLIDE/BLOCK STORAGE 220 SF

G42 CONFERENCE ROOM 270 SF

S1 STAIR 1 21 SF

S2 STAIR 2 6 SF

S3 STAIR 3 6 SF

TOTAL (BGSF) 13,480 SF

Includes interior spaces, MEP spaces and new exterior wall.

Does not include 4405 sf New Pipe Basement.

DN

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. __ of __

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FULLY SPRINKLERED

VAMC Lebanon - Renovation of Laboratory B1 595-667

Revision Schedule

Number Description Date

2400 Ansys Drive, Suite 403, Canonsburg, PA 15317

T: 724.514.5100 F: 724.514.5101 www.langan.com

Lebanon, PA.

CS4-000

04/13/2020 RMC BDH

Site Grading and Landscape Plan

Department of

Veterans Affairs

227 Fort Pitt Boulevard

Pittsburgh, Pennsylvania 15222

T: 412.765.1700

F: 412.765.1711

PROJECT

NORTH

TRUE

NORTH

B DA E

C

S5-005

5" THICK CONCRETE SLAB ON GRADE

ONE LAYER W.W.R. 6 X 6 - W2.1 X W2.1

MECHANICAL BASEMENT EL. -14'-0"

F4 (-15'-0")

F5 (-15'-0") F4 (-15'-0")

F5 (-15'-0") F5 (-15'-0") F5 (-10'-6")

F4 (-15'-0")

F4 (-15'-0") F5 (-15'-0")

F4 (-11'-8")

F4 (-10'-4") F4 (-13'-0")

F4 (-12'-0")

F4 (-13'-0")

F4 (-8'-9")F4 (-10'-4") F4 (-11'-0")F4 (-10'-4")

7'-9 1/2" 16'-2 1/2"

[536'] (-15'-0")

[536'] (-15'-0")

[538'] (-12'-10")

[538'] (-12'-4")

[540'] (-10'-10")

[540'] (-10'-4")

[540'] (-10'-10")

[540'] (-10'-9")

[540'] (-10'-2")

[540'] (-10'-4")

[540'] (-11'-0")

[540'] (-10'-4")

[540'] (-10'-4")

[540'] (-10'-4")

[540'] (-11'-0")

[541'] (-9'-2")

[542'] (-8'-9")

[542'] (-8'-4")

[542'] (-8'-4")

[542'] (-9'-0")

[543'] (-7'-10")

[543'] (-7'-10")

[543'] (-7'-10")

[542'] (-9'-0")

PIPE BASEMENT EL. -7'-0"

PIPE BASEMENT EL. 546'-0" 1944 DRAWINGS

F4 (-8'-4")

1'-3" 1'-3"

SEE DEMOLITION PLAN

A0-101-TYPICAL

SEE DEMOLITION PLAN

A0-101-TYPICAL

1'-0" 74'-11"

1'-0"

8'-1 1/2" 14'-11 1/2"

S5-005

1'-3" 1'-3"

23'-4 11/16"

VIF

6'-5 1/2"

VIF

6'-5 1/2"

6'-0 1/4"

S5-005

S5-005

S5-005

WF3 (-15'-0")

WF5 (-15'-0") W

F

W F

WF5 (-15'-0")

W F

W F

W F

-1

WF3' (-15'-0")

P24 P24

P24

P24

P24

P24

P24

P24

P24

P24

P24

P24P24

UP

S5-002 F3 (-7'-0")

F3 (-7'-0")

NEW

OPENING

NEW

OPENING

SEE

NEW

OPENING

NEW

OPENING

NEW OPENING

27'-0" 25'-11" 25'-11" 27'-0"

V

IF

/1

S5-002

EX F4 (-10'-10")

(-13'-0")

STEP FOOTING TO MATCH EXISTING

CJ TYP

V

IF

/8

WF3 (-16'-0")

W F

WF3' (-16'-0")

WF3' (-16'-0")

WF3 (-15'-0")

WF3 (-16'-0")

SEE PLUMBING

DWGS

SEE PLUMBING

DWGS

SEE PLUMBING

DWGS

SEE

PLUMBING

DWGS

EQUAL EQUAL

WF3 (-9'-0")

WF3

S5-005

FOOTING SCHEDULE NOTES:

1. SEE PLANS AND DETAILS FOR TOP OF FOOTING ELEVATIONS.

2. FOOTINGS ARE TO BEAR ON ROCK WITH A NET ALLOWABLE BEARING VALUE OF 10,000 PSF.

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY

EXISTING DIMENSIONS, FLOOR ELEVATIONS, OPENINGS,

EXISTING MEMBER SIZES AND FLOOR-TO-FLOOR HEIGHTS

BEFORE ORDERING, DETAILING OR FABRICATING STEEL.

INFORMATION INDICATED ON THESE DRAWINGS IS BASED

ON LIMITED INFORMATION FROM THE RECORD DRAWINGS

AND MUST BE CONFIRMED AT LOCATIONS WHERE NEW

CONSTRUCTION MEETS EXISTING AND INDICATED ON

SUBMITTED SHOP DRAWINGS.

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S1-100

595-667

JPLMGB

MECHANICAL BASEMENT

FOUNDATION PLAN

1/8" = 1'-0"

MECHANICAL BASEMENT FOUNDATION PLAN

FINISHED FLOOR EL. -14'-0" U.N.O.

(00'-0") = TOP OF FOOTING ELEVATION

[000'-0"] = EXISTING BOTTOM OF FOOTING BASED ON 1944 DRAWINGS

Wall Footing Schedule

Mark Width Thickness Cont. Reinforcing Prime Reinforcing

WF3 1'-3" (3) #5 CONT. #5 X 2'-6" AT 12"

WF5 5'-0" 1'-3" (5) #5 CONT. #5 X 4'-9" AT 12"6' - 0"

FOOTING SCHEDULE

Mark Length Width Thickness Reinforcing

(EW BOTTOM UNO)

F3 3'-0" 3'-0" 1'-0" 8-#5

F4 4'-0" 4'-0" 1'-6" 8-#5

F5 5'-0" 5'-0" 1'-9" 10-#5

3' - 0"

B DA E

C

S5-005

S5-005

VIF

5'-3 1/2"

W24x62 30

W21x44 30 W21x44 30

W24x62 30

W21x44 27 W21x44 30 W21x44 30 W21x44 27

W21x44 26 W21x44 30 W21x44 30 W21x44 26

W21x44 22 W21x44 22

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W

W

W14x22

W

W

W10x12 W10x12

W

W

W

W

W

W

W

COMPOSITE SLAB "A"

21'-6"

W 8W

W 8 W

A

A

A A

A

W

A A

W-19-4 (1 1/2" X 1/4")

GALV. GRATING

(REMOVABLE)

W10x12

W10x12

W

VIF

4'-0 3/8"

VIF

4'-0 9/16"

REMOVABLE

(TYPICAL)

W10x12

W10x12

W

18'-1 1/2" 1'-3"

S5-005

W18x35 W18x35

S5-005

W x

W x

W14x22

UP

E O

S

M=82kft M=82kft

M k ft

M k ft

M k ft

M=115kft M=100kftM=115kft

M k ft

M k ft

M k ft

M=82kftM=82kft

EXIST T/SLAB

EL. 553.0' ±

VIF

EXIST T/SLAB

EL. 553.0' ±

VIF

9'-6"

9'-6" 9'-6" 8'-0"

A

W x

52k 38k 38k 38k 38k 38k 38k

52k

25k 25k 25k 25k

50k 34k

36k 30k 30k 36k

34k 50k k k k k k k 2 k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k16k 25k 25k 16k k k k k k k k k

W10x12 14k W16x26

W x k k k k

HSS4x4x1/4 COORD

LOCATION WITH

EQUIPMENT.

S5-005

27'-0" 25'-11" 25'-11" 27'-0"

V

IF

/1

A A

M=100kft

W16x26 W18x35

W14x22

W21x44

W14x22

W18x35 W16x26

W24x62

W21x44

W24x62

W21x44

VIF

4'-8"

VIF

3'-10 1/2"

VIF

17'-4 1/2"

VIF

17'-4 1/2"

VIF

3'-10 1/2"

VIF

4'-8"

V

IF

/1

V

IF

/1

V

IF

/1

V

IF

/1

"M k ft

M k ft

M=20kft M=20kft M=20kft M=20kft

M k ft

M k ft

M=72kft

M=68kftM=68kft

M k ft

M k ft

M k ft

M k ft

M k ft

M=72kft

M=68kftM=68kft

M=72kftM=72kft

S5-003

A

W14x22 W14x22

A11

S5-003

SIM, TYP AT INTERIOR

CONCRETE WALLS

S5-002 A

A A

EQUAL EQUAL

W 8 W10x12

W

S5-005

W

W

TYP

2" EJ

COMPOSITE SLAB "A"

5 1/2" THICK WITH 2" X 18 GA. COMPOSITE STEEL DECK AND

3 1/2" NORMAL WEIGHT CONCRETE FILL. ONE LAYER OF

W.W.R. 6 X 6 - W2.1 X W2.1 MINIMUM 3 SPANS UNSHORED.

CONCRETE F'C = 3500 PSI.

LEGEND

12W16X31 < 3/4" >

XX (KIPS)

BEAM SIZE

NUMBER OF HEADED SHEAR STUDS

BEAM CAMBER

SHEAR REACTION

(IF VALUE EXCEEDS

SHEAR TABLE ON DWG.

S8-000)

MOMENT CONN.

(FULL MOMENT)

SHORE ALL COMPOSITE SLABS AS REQ'D. BY DECK MFR.

= NUMBER OF SHEAR STUDS REQUIRED. (SEE PLAN)

SHEAR STUDS TO BE NELSON 3/4"Ø X 4 1/2" LONG.

STUDS BASED ON A (q) ALLOWABLE = 11.5 KIPS.

DECK MFR. MUST ADJUST NUMBER OF STUDS TO CONFORM

TO THEIR DECK PROFILE.

CANTILEVER MOMENT

CONN.

NOTES:

1. M = DESIGN MOMENT. PROVIDE FULL ELASTIC CAPACITY IF

NONE IS LISTED.

2. DESIGN SHEAR REACTION EQUALS 10 KIPS IF NONE IS

LISTED.

3. W8 INDICATES W8x10

4. INDICATES BEAM CONNECTION PLATE TO CONCRETE

M =

M =

W

FULL DEPTH STIFFENER CONN.

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY

EXISTING DIMENSIONS, FLOOR ELEVATIONS, OPENINGS,

EXISTING MEMBER SIZES AND FLOOR-TO-FLOOR HEIGHTS

BEFORE ORDERING, DETAILING OR FABRICATING STEEL.

INFORMATION INDICATED ON THESE DRAWINGS IS BASED

ON LIMITED INFORMATION FROM THE RECORD DRAWINGS

AND MUST BE CONFIRMED AT LOCATIONS WHERE NEW

CONSTRUCTION MEETS EXISTING AND INDICATED ON

SUBMITTED SHOP DRAWINGS.

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S1-101

595-667

JPLMGB

GROUND FLOOR

FOUNDATION PLAN

1/8" = 1'-0"

GROUND FLOOR FRAMING PLAN

FINISHED FLOOR EL. 0'-0" ± TO MATCH EXISTING

TOP OF STEEL -5 1/2" U.N.O.

FRAMING LEGEND

SLOPE

DOWN

SLOPE

DOWN

B DA E

C

W21x62

W21x62

W21x44

W21x62

W21x44 W21x44

W21x44 W21x44 W21x62

W18x35 W18x35 W21x44

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W

W

W 8 W

W10x12W10x12

W

W

W

W

W

W

W

W 8 W

8 W

SEATED

CONNECTION

SEATED

CONNECTION

W x

W14x22

W14x22

" 9

W14x22

W14x22 W14x22

W14x22

C8X11.5

C8X11.5

C X

.2

C X

.2

M=70kft M=70kftM=70kft M=70kft

BENT PLATE BENT PLATE

/7 S5-004.

36k 25k

40k 26k

25k 36k

25k 20k

20k 25k

26k 26k 26k 26k 26k 40k

15k 15k 15k 15k k k k k k k k k k k k k k k k k k k

OF ARCH

WP

S5-005

V

IF

/2

V

IF

/1

VIF

4'-5" 27'-0" 25'-11" 25'-11" 27'-0"

VIF

4'-5"

VIF

5'-0"

VIF

3'-7"

VIF

17'-4"

VIF

17'-4"

VIF

3'-7"

VIF

5'-0"

W21x62

W21x62

W14x22

W16x31

W18x40

W14x22

W16x31 W14x22

W21x62

W21x62

W21x44

W14x22 W14x22

W14x22

W21x44

V

IF

/1

M=50kft

M=78kft

M=15kft

M k ft

M=15kft

M=78kft M=50kft

M=45kft

M=48kft

M=35kftM=30kft

M k ftM=30kft

M=35kft

M=48kft M=48kft

M=45kft

M=45kft

M k ft

M=15kft

M=15kft

M k ft

M=45kft

M=48kft

W x

(1

W x

(1

12kW16x31 (12'-3")18k

W x

(1

M k ft

W x

(1

/2

M k ft

W x

(1

/2

M k ft

(13'-5 1/2")

(13'-5 1/2")

H P

L P

L P

M=60kft

W18x40

(12'-4 1/4")

M=60kft

M=60kft

W18x40

(12'-4 1/4") M=60kft k

W x

(1

/4 k

W x

(1

/4

M k ft

W x

(1

/4

M k ft

M k ft

W x

(1

/4

M k ft

W x

(1

/4 ")M k ft

W x

(1

/4 ")M k ft

W x

(1

12k W16x31 (12'-3")

18k

W x

(1

W x

(1

M k ft

W x

(1

M k ft

W x

(1 k

W x

(1 k k

W x

(1 k

(12'-10 15/16") W x

W14x22

W x

W x

12k

W x

12k

RD01

TYP

2" EJ

S5-004

W

W 8 W

W

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W

W

W

W

W x

W x k k k k k k k k

W

W

6'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 6'-0"

S5-005

6" EOD6" EOD

W

W8x10

TYP

9" EOD

W

W8x10

W8

COPE FLANGE

UNDER DECK

COPE FLANGE

UNDER DECK

W8

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY

EXISTING DIMENSIONS, FLOOR ELEVATIONS, OPENINGS,

EXISTING MEMBER SIZES AND FLOOR-TO-FLOOR HEIGHTS

BEFORE ORDERING, DETAILING OR FABRICATING STEEL.

INFORMATION INDICATED ON THESE DRAWINGS IS BASED

ON LIMITED INFORMATION FROM THE RECORD DRAWINGS

AND MUST BE CONFIRMED AT LOCATIONS WHERE NEW

CONSTRUCTION MEETS EXISTING AND INDICATED ON

SUBMITTED SHOP DRAWINGS.

LEGEND

12W16X31 < 3/4" >

XX (KIPS)

BEAM SIZE

NUMBER OF HEADED SHEAR STUDS

BEAM CAMBER

SHEAR REACTION

(IF VALUE EXCEEDS

SHEAR TABLE ON DWG.

S8-000)

MOMENT CONN.

(FULL MOMENT)

CANTILEVER MOMENT

CONN.

NOTES:

1. M = DESIGN MOMENT. PROVIDE FULL ELASTIC CAPACITY IF

NONE IS LISTED.

2. DESIGN SHEAR REACTION EQUALS 10 KIPS IF NONE IS

LISTED.

3. W8 INDICATES W8x10

4. INDICATES BEAM CONNECTION PLATE TO CONCRETE

M =

M =

W

FULL DEPTH STIFFENER CONN.

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S1-102

595-667

JPLMGB

ROOF FRAMING PLAN

1/8" = 1'-0"

ROOF FRAMING PLAN

1. TOP OF STEEL ELEVATION VARIES. SEE PLAN FOR WORK POINT ELEVATIONS. (___ )

2. RD01 INDICATES SPAN DIRECTION OF ROOF DECK. SEE ROOF DECK SCHEDULE.

3. BOTTOM OF DECK SLOPES WITH T/STEEL WP ELEVATIONS.

ROOF FRAMING LEGEND

STEEL ROOF DECK SCHEDULE

MARK DECK TYPE

MINIMUM STEEL DECK PROPERTIES

REMARKSGAGE I in4 Sp in³ Sn in³ GALV

RD01 1 1/2" Type B 18 0.292 0.318 0.327 G90

1/2" ISOLATION JT (TYP)

STEEL COL - SEE SCHEDULE

NOTES:

1. T = FOOTING THICKNESS - SEE FOOTING SCHEDULE.

2. EVENLY SPACE FOOTING REINFORCEMENT.

FTG - SEE PLAN

AND SCHEDULE ROCK

ENGINEERED FILL

CONC FILL

SOG AND SUB BASE - SEE

PLAN AND TYP SOG DETAIL

COL AND FTG

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

T

W OR L SEE FTG SCHEDULE

CONC FILL

SOG AND SUB BASE - SEE

PLAN AND TYP SOG DETAIL

1/2" ISOLATION JT (TYP)

STEEL COL - SEE SCHEDULE

CONC PIER - SEE

PLAN AND SCHEDULE

DOWELS W/ STD

HOOKS MATCHING

VERT PIER REINF

NOTES:

1. T = FOOTING THICKNESS - SEE FOOTING SCHEDULE.

2. S = PIER TIE SPACING - SEE PIER SCHEDULE.

3. EVENLY SPACE FOOTING REINFORCEMENT.

FTG - SEE PLAN

AND SCHEDULE

ANCHOR RODS - SEE

COL SCHEDULE

ROCK

ENGINEERED FILL

T/SLAB

SEE PLAN

T/PIER

SEE PLAN

T/FTG

SEE PLAN

COL FTG AND PIER

S P

L

IC

E

T E

N S

IO

N

L A

P

S

S /2

T

STANDARD 90°

HOOK (TYP)

SEE SPECIFIC WALL SECTIONS

FOR SIZE AND SPACING OF

WALL REINFORCING. (TYP)

"U"-BARS AT END OF OPENINGS.

MATCH SIZE AND SPACING OF

HORIZ REINFORCING.

WALL CORNERS WALL INTERSECTION

LAP OUTSIDE HORIZONTAL REINF

OR PROVIDE CORNER BARS AS

SHOWN. MATCH SIZE AND SPACING

OF HORIZONTAL WALL REINFORCING.

SKEWED WALL

S E

E P

L A

N

LAP INSIDE HORIZ REINF OR

PROVIDE DOWELS AS SHOWN.

MATCH SIZE AND SPACING OF

HORIZ REINF

DISCONTINUOUS ENDS

S P

L

IC

E

U N

O

T E

N S

IO

N

L A

P

S P

L

IC

E

U N

O

T E

N S

IO

N

L A

P

SPLICE (UNO)

TENSION LAP

SPLICE (UNO)

TENSION LAP

T

1' -0

S P

LI

C E (U

N O

TE

N S

IO

N L

A P

0"

0"

6" CONT

WATERSTOP

SEE SPECIFIC WALL

SECTIONS FOR SIZE AND

SPACING OF WALL REINF

CONTINUE 100 PERCENT OF

HORIZ REINF THROUGH JOINT

JOINT - SEE GENERAL

NOTES FOR SPACING

NOTES:

1. WATERSTOP REQUIRED FOR SUB-GRADE WALLS RETAINING BACKFILL

MATERIAL. OMIT OTHERWISE.

2. ROUGHEN FIRST POUR TO A 1/4" AMPLITUDE OR FORM THE JOINT WITH A

STAY-IN-PLACE PERFORATED METAL BULKHEAD TO ACHIEVE THE SAME

RESULT.

SPLICE

TENSION LAP

4-BAR 8-BAR 12-BAR10-BAR

CROSS TIES

VERT REINF

TIES

PIER

FOOTPRINT

PIER FOOTPRINT

EXTEND HORIZ

WALL REINF INTO PIER

CONT HORIZ WALL REINF

THRU PIER. OMIT VERT WALL

REINF WITHIN PIER FOOTPRINT

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

E Q

E Q

EQEQ

CROSS TIES

VERT REINF

TIES

CROSS TIES

VERT REINF

TIES

CROSS TIES

VERT REINF

TIES

NOTES:

1. PROVIDE 135 DEGREE HOOKS AT TIES.

2. PROVIDE 135 DEGREE AND 90 DEGREE HOOKS AT CROSS TIES.

3. ALTERNATE HOOK LOCATIONS AT CONSECUTIVE TIES.

ADDITIONAL REINF

- SEE NOTES

ADD 1-#5 x 2'-0" AT

EACH CORNER

NOTES:

1. MAXIMUM OPENING SIZE = 4'-0" x 4'-0" SQUARE OR 4'-0" DIAMETER.

2. PROVIDE 1/2 THE NUMBER OF BARS INTERRUPTED BY THE OPENING

PLUS ONE MORE OF THE SAME SIZE AT EACH SIDE OF OPENING

3. SPACE ADDITIONAL BARS AT 3" ON CENTER.

4. NO ADDITIONAL REINF REQUIRED FOR OPENINGS 10" OR LESS.

SQUARE OR ROUND

OPENING

ELEVATION

PLAN

T Y

P

U-BARS AT INTERRUPTED

REINF TO MATCH SIZE AND SPACING

OF INTERRUPTED REINF

SPLICE

TENSION LAP

TYP

2" CLR

SPLICE (TYP)

TENSION LAP

SEE SPECIFIC WALL SECTIONS

FOR FURTHER INFORMATION

WALL FOOTING W/ ADDL

3-#5 IN BOT/FTG EXTENDED

1'-6" PAST ENCASEMENT

GRADE

NOTES:

1. DO NOT PLACE PIPE TRENCH BELOW COLUMN FOOTINGS.

2. DO NOT PLACE PIPE TRENCH BELOW WALL FOOTINGS IF PIPE RUNS PARALLEL WITH WALL.

3. NO PIPES WITHIN FTG DEPTH. STEP FTG DOWN BELOW PIPE IF ELEVATION CONFLICT.

4. SLEEVES TO BE 1" CLEAR AROUND PIPE. WRAP PIPE W/ COMPRESSIBLE MATERIAL.

5. PLACE CONCRETE FILL AROUND SLEEVE PRIOR TO POURING FOUNDATION.

6. DIMENSIONS NOTED ARE MINIMUM. IF DIMENSIONS CONFLICT WITH DIMENSIONS GIVEN

ELSEWHERE, COMPLY WITH MORE STRINGENT REQUIREMENT.

PIPE

NOTE 4 NOTE 5

PIPE

SECTION A-A

A-A

M

IN6

M

IN4

"H

MIN

"H"

MIN

"H"

N O

T E

MIN

6"

WATERPROOFING OR

DAMPPROOFING SYSTEM

NON WOVEN GEOTEXTILE

W/ 12" LAP AT TOP

ENGINEERED FILL

PERFORATED PVC

PIPE

SEE SPECIFIC WALL

SECTIONS FOR FURTHER

INFORMATION

FILTER MATERIAL

T/GRADE

SEE SITE/CIVIL

T Y

P

INTERIOR

SPACE

TENSION LAP SPLICE LENGTHS FOR BARS

ENCLOSED IN TIES OR STIRRUPS

TENSION LAP SPLICE LENGTHS FOR BARS

NOT ENCLOSED IN TIES OR STIRRUPS

NOTES:

1. TABULATED VALUES ARE GIVEN IN INCHES.

2. DIVIDE TABULATED VALUES BY 1.30 TO ACHIEVE STRAIGHT BAR TENSION DEVELOPMENT LENGTHS.

3. APPLY A 1.30 MULTIPLIER ON TABULATED VALUES FOR USE IN LIGHTWEIGHT CONCRETE.

4. APPLY A 1.50 MULTIPLIER ON TABULATED VALUES FOR EPOXY COATED BARS WITH COVER LESS

THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. APPLY A 1.20

MULTIPLIER ON ALL OTHER EPOXY COATED BARS.

5. MULTIPLIERS FOR LIGHTWEIGHT CONCRETE AND EPOXY COATING ARE ADDITIVE.

6. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12 INCHES OF

CONCRETE CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.

7. "SIDE LAP" LAP SPLICES TO MAINTAIN SPECIFIED CONCRETE COVER. WHEN BARS OF DIFFERENT

SIZE ARE LAP SPLICED, USE THE LARGER OF THE DEVELOPMENT LENGTH OF THE LARGER BAR OR

THE LAP SPLICE LENGTH OF THE SMALLER BAR.

8. NON-CONTACT SPLICES NOT PERMITTED.

BAR

SIZE

#3 28 22 6 25 19 6 22 17 6

#4 38 29 8 33 25 7 29 23 6

#5 47 36 10 41 31 8 36 28 7

#6 56 43 12 49 37 10 44 34 9

#7 81 63 13 71 54 12 63 49 10

#8 93 72 15 81 62 13 72 56 12

#9 105 81 17 91 70 15 81 63 13

#10 118 91 19 102 79 17 92 71 15

#11 131 101 22 114 87 19 102 78 17

#3 17 16 6 16 16 6 16 16 6

#4 28 22 8 25 19 7 22 17 6

#5 41 32 10 36 28 8 32 25 7

#6 56 43 12 49 37 10 44 34 9

#7 90 69 13 78 60 12 70 54 10

#8 112 86 15 97 74 13 87 67 12

#9 135 104 17 117 90 15 105 81 13

#10 162 125 19 141 108 17 126 97 15

#11 190 146 22 165 127 19 147 114 17

STD

HOOK DEV

STD

HOOK DEVTOP OTHER

STD

HOOK DEV

BAR TYPE

3,000 PSI

TOP OTHER

BAR TYPE

TOP OTHER

BAR TYPE

4,000 PSI 5,000 PSI

BAR

SIZE

STD

HOOK DEV

STD

HOOK DEVTOP OTHER

STD

HOOK DEV

BAR TYPE

3,000 PSI

TOP OTHER

BAR TYPE

TOP OTHER

BAR TYPE

4,000 PSI 5,000 PSI

CONCRETE COMPRESSIVE STRENGTH

CONCRETE COMPRESSIVE STRENGTH

PIER SCHEDULE NOTES:

1. SET LOWEST TIE AT ONE HALF THE TIE SPACING ABOVE TOP OF FOOTING.

2. PROVIDE TIES AT 4" ON CENTER FULL LENGTH OF ANCHOR RODS.

3. "W" DIMENSION IS PERPENDICULAR TO COLUMN WEB.

4. "L" DIMENSION IS PARALLEL WITH COLUMN WEB.

5. PIERS ARE CENTERED ON COLUMN CENTERLINES UNLESS NOTED OTHERWISE.

6. CONFIGURE TIES USING ACI REQUIREMENTS AND TO AVOID CONFLICTS WITH

ANCHOR RODS.

W

L

SEALANT

CONTINUE 50 PERCENT OF

HORIZ REINF THROUGH JOINT

6" CONT

WATERSTOP

SEALANT

CUT 50 PERCENT OF

HORIZ REINF

GENERAL NOTES:

1. WATERSTOP REQUIRED FOR SUB-GRADE WALLS

RETAINING BACKFILL MATERIAL. OMIT OTHERWISE.

2. SEE SPECIFIC WALL SECTIONS FOR SIZE AND SPACING

OF WALL REINFORCING.

CONTROL JOINT CONSTRUCTION JOINT

CONSTRUCTION JOINT NOTES:

1. ROUGHEN FIRST POUR TO A 1/4" AMPLITUDE OR FORM

THE JOINT WITH A STAY-IN-PLACE PERFORATED METAL

BULKHEAD TO ACHIEVE THE SAME RESULT.

2. LOCATE CONSTRUCTION JOINTS AT A CONTROL JOINT

1" TYP

SPLICE (UNO)

TENSION LAP

BACKFILLED SIDE

EXPOSED SIDE

BACKFILLED SIDE

EXPOSED SIDE

6" CONT

WATERSTOP

JOINT JOINT

EXPANSION JT FILLER,

BACKER, ROD AND

SEALANT, EA SIDE OF WATERSTOPEXIST CONC

CONSTRUCTION

2"x2" NOTCH SAWCUT

INTO EXIST CONC

6" WATERSTOP CUT TO FIT

AND EPOXY GROUTED INTO

EXISTING CONC

NOTES:

1. WATERSTOPS ARE CENTERED IN NEW WALLS UNLESS OTHERWISE SHOWN.

2. PROVIDE 3/4" CHAMFER AT EXPOSED CORNERS.

3. SEALANT DEPTH SHALL BE A MINIMUM OF 1/2 THE JOINT WIDTH.

4. SEPARATE SEALANT FROM JOINT FILLER WITH POLYETHYLENE TAPE.

TYP

2"

3 MIN

2-#5

CONT DRAINAGE COURSE

#5@12"

#5@12" EW

MIDDLE

ENGINEERED FILL

F R

O S

T D

E P

T H

2'-0"

1'-0"

VERT WALL REINF -

SEE SPECIFIC

SECTIONS FOR

SIZE AND SPACING.

MATCH HORIZ FOOTING

REINFORCING

HORIZ FOOTING

REINFORCING

HORIZ FOOTING

REINFORCING

T (1

M

A X d

T

2'-0" MIN

MIN

1.5d

2d MIN

T

2'-0" MIN

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S5-001

595-667

TYPICAL FOUNDATION

DETAILS

TYPICAL COLUMN FOOTING WITHOUT PIER

TYPICAL COLUMN FOOTING WITH PIER

TYPICAL WALL REINFORCING DETAILS

TYPICAL WALL CONSTRUCTION JOINT

TYPICAL PIER DETAILS

TYPICAL WALL OPENING REINFORCING

TYPICAL PIPE PENETRATION DETAIL

TYPICAL FOUNDATION

DRAIN AT BELOW GRADE SPACES

TENSION LAP SPLICE LENGTHS

FOR GRADE 60 REINFORCEMENT

CONCRETE PIER SCHEDULE

MARK WIDTH LENGTH

REINFORCEMENT

REMARKSVERTICAL TIES

P24 24" 24" 8-#6 #4@12"

PIER SCHEDULE AND NOTES

TYPICAL JOINT DETAILS AT EXPOSED WALLS

TYPICAL WALL EXPANSION

JOINT AT EXISTING CONSTRUCTION

TYPICAL SITE PAD DETAIL

TYPICAL STEPPED WALL FOOTING DETAIL

NOTES:

1. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER PROOFROLLING.

PROOFROLLED

SUB-GRADE

CONTINUOUS

VAPOR BARRIER

DRAINAGE COURSE

SOG

T/SLAB

SEE PLAN

S E

E P

L A

N

WWR - SEE PLAN

ISOLATION

JOINT

CONSTRUCTION

JOINT

CONTRACTION

JOINT

NOTES:

1. LOCATE CONSTRUCTION JOINTS AT CONTRACTION JOINT LOCATIONS SHOWN ON PLAN.

MATCH CONTRACTION JOINT PROFILE.

2. MAXIMUM SPACING BETWEEN CONTRACTION JOINTS = 15'-0". SEE PLAN FOR LOCATIONS.

3. 3/4" x 1'-4" SMOOTH DOWEL AT 18 INCHES ON CENTER. SET AT T/2 BELOW TOP OF SLAB.

GREASE ONE END.

4. DO NOT PLACE DOWELS WITHIN 12" OF A SLAB CORNER.

1/2" FULL DEPTH

JOINT FILLER

SEE NOTE 1

SEE NOTE 3 1-#4 EA SIDE

1/8" SAWN OR

PREFORMED JT

R=1/8" MAX

SOG SUB BASE SEE

PLAN AND TYP SOG

DETAIL

T

T /3

2"

ISOLATION

JOINT

ISOLATION

JOINT

CONSTRUCTION OR

CONTRACTION JOINT (TYP)

1-#4 MID DEPTH

OF SLAB (TYP)

INTERIOR

EXTERIOR

CONSTRUCTION OR

CONTRACTION JOINT (TYP)

CONCRETE

INFILL

CONCRETE INFILL

NOTE:

SEE PLAN FOR SLAB

JOINT LOCATIONS

3" M

IN

3" M

IN

TYP

1'-0"

CONC FDTN

1-#4 MID DEPTH

OF SLAB (TYP)

TYP

1'-0"

COLUNM

COLUMN

COLUMN

2-#4x48" 3/4" CLR

FROM T/SLAB

EDGE OF SLAB

2"

C

LR

2"

SEE SPECIFIC WALL SECTIONS

FOR WALL THICKNESS AND

REINF

ISOLATION JT LOCATED

UNDER THRESHOLD

AT FOUNDATION WALLS

AT BASEMENT WALLS

SOG

COMPOSITE SLAB - SEE

PLAN AND SCHEDULE

NOTE

1. BACKFILL WITH ENGINEERED FILL AT DOORWAYS.

T/SIDEWALK

SEE SITE/CIVIL

T/SIDEWALK

SEE SITE/CIVIL

T/SLAB

SEE PLAN

T/SLAB

SEE PLAN

SEE SPECIFIC WALL SECTIONS

FOR WALL THICKNESS AND

REINF

3 MIN

3/4" Ø @18"x1'-2"

SMOOTH DOWEL

3/4" Ø @18"x1'-2"

SMOOTH DOWEL

ISOLATION JT LOCATED

UNDER THRESHOLD

#4@18" ALT HOOKS. DRILL AND

GROUT 3" INTO CONC

1-#4 CONT @ "W" ≤ 6"

2-#4 CONT @ "W" > 6"

#4 W/ STD HOOK @ 18"

DRILL AND GROUT 3" INTO SOG

SOG

3/4" CHAMFER

(TYP)

#4@12" EW

SOG

3/4" CHAMFER

(TYP)

SOG SUB BASE SEE PLAN

AND TYP SOG DETAIL (TYP)

T O

T

"W"

"H

GENERAL NOTE:

SEE MEP DWGS FOR EXACT

SIZE AND LOCATION OF

CONCRETE PADS AND/OR CURBS

T/SLAB

SEE PLAN

2-#5

CONT

STL STRINGER

TREAD AND CARRIER ANGLE

BRACKET AND ANCHORS

NOTES:

1. SEE ARCH DRAWINGS FOR STAIR LOCATION AND RISER/TREAD CONFIGURATION.

2. THICKENED SLAB LENGTH = STAIR WIDTH + 12 INCHES.

#4@12"x

SOG SUB BASE SEE

PLAN AND TYP SOG

DETAIL

1'-0"1'-0"

3 MIN

1 1

1'-0" MIN

EXISTING

1/2" Ø @18"x1'-6" SMOOTH

DOWELS. GREASE END OF

DOWEL IN NEW SLAB.

DRILL 6" INTO

EXISTING SLAB

T/SLAB

VIF

SOG SUB BASE - BACK FILL AND

COMPACT WITH ENGINEERED FILL

MIN 5" SOG

E Q

E Q

EXISTING

M

IN

#4x24"@12" EF

DRILL AND GROUT ADHESIVE

ANCHOR 6" INTO EXISTING

FOUNDATIONS

T/EXISTING FDTN

SEE PLAN AND VIF

EXISTING FDTN

WALL AND FTG

FDTN WALL - SEE SPECIFIC WALL

SECTIONS FOR FURTHER

INFORMATION.

T/FDTN

SEE PLAN AND VIF

M

IN4

NOTES:

1. ALIGN BOTTOM OF NEW AND EXISTING FOOTINGS. STEP

FOOTING AND WALL AS REQUIRED PER TYPICAL DETAILS.

2. EXTEND NEW FOUNDATIONS DOWN TO THE MINIMUM DEPTH.

GROUND FLOOR

0"

PIPE BASEMENT

-7'-0"

OPEN

EXIST COL EXIST COL

ASSUMED

ROCK

LEAN

CONCRETE

CUT OPENING

AFTER FOUNDATION

REACHES 0.7F'C

EXIST

FOUNDATION

EXIST WALL

12"x8" CONCRETE W/ (2) #5 BOTTOM

DRILL AND GROUT INTO WALL

3'-0"

F

BOND BREAKER ON

TROWELED FINISH

ENGINEERED FILL

#4@12" EW MID

EPOXY COATED

SEE SPECIFIC WALL SECTIONS

FOR WALL THICKNESS AND

REINF

ISOLATION JT - COORDINATE

LOCATION W/ ARCH

DRAINAGE

COURSE T/GRADE

SEE SITE/CIVIL

T/SLAB

SEE PLAN

SEE PLAN SEE ARCH

S E

E A

R C

H

3 MIN

3/4" Ø @18"x1'-2"

SMOOTH DOWEL

T/WALL BEYOND

3/4" Ø @18"x1'-2"

SMOOTH DOWEL

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S5-002

595-667

TYPICAL FOUNDATION

DETAILS

TYPICAL SLAB ON GRADE

TYPICAL SLAB ON GRADE JOINTS

SLAB ON GRADE

ISOLATION JOINT AT COLUMNS

ADDITIONAL REINFORCING AT

CORNERS IN SLAB-ON-GRADE

TYPICAL FOUNDATION

DETAIL AT DOORWAYS

TYPICAL CONCRETE

CURB AND HOUSEKEEPING PAD DETAIL

INTERIOR STAIR

STRINGER FOUNDATION

SLAB ON GRADE TRENCH INFILL

TYPICAL FOUNDATION WALL AT EXISTING

1/4" = 1'-0"

PIPE BASEMENT OPENING SUPPORT

TYPICAL EXTERIOR STAIR DETAIL

W COLUMN W BEAM

NOTES:

1. DESIGN CONNECTION TO DEVELOP

100% OF BEAM REACTION.

2. PROVIDE ERECTION SEAT OR OFFSET

ANGLES WHERE REQUIRED BY OSHA.

3. PROVIDE DOUBLE ANGLES AT LEAST

ONE HALF THE DEPTH OF THE

FRAMED BEAM.

DOUBLE ANGLE CONNECTION

W/ HS BOLTS IN BEARING

CONNECTION W/ STD OR

SLOTTED HORIZ HOLES

COLUMN

COLUMN

M A

X

BOLTS

3" MAX

W BEAM

W SPANDREL

FULL DEPTH FITTED

STIFFENER PL (3/8" MIN)

3/8" PL IF SPANDREL IS

DEEPER THAN FRAMED BEAM

BY MORE THAN 5 INCHES

HS BOLTS W/

STD HOLES

W BEAM W/ STD COPE

NOTES:

1. DESIGN CONNECTION FOR 100%

OF BEAM REACTION.

2. PROVIDE CONNECTION AT

OPPOSITE END OF FRAMED

BEAM W/ SLOTTED HORIZ HOLES

T/STL

SEE PLAN

SPANDREL

BOLTS

NOTES:

1. SEE COLUMN SCHEDULE FOR

ANCHOR RODS AND BASE PLATES.

2. SEE SPECIFIC WALL AND/OR PIER

DETAILS FOR REINF AND ADDITIONAL

INFORMATION.

L5x3 1/2x5/16 LLV

DECK SUPPORT

FRAMED BEAM CONNECTION

W BEAM

INSIDE FACE OF

WALL BEYOND

COLUMN

SEE PLAN

MIN

1"

T/PIER

SEE PLAN

T/STL

SEE PLAN

CANTILEVER BEAM

W OR HSS COLUMN

(4) 3/4" Ø HS

BOLTS EA SIDE

OF COLUMN

COLUMN

1" CAP PLATE

3/8" STIFFENERS

T/STL

SEE PLAN

W BEAM

W BEAM

SINGLE SHEAR PL

(3/8" MIN)

PRE-TENSIONED HS BOLTS

IN STD HOLES TO DEVELOP

100% OF BEAM REACTION

W COLUMN

COLUMN

BOLTS

CJP

T/STL

SEE PLAN

T /2

M

IN

3" MAX

TYP

PROVIDE STIFFENER PLATES

ASTM A572 GR 50

T

PRE-TENSIONED HS BOLTS IN

STD HOLES TO DEVELOP

100% OF BEAM REACTION

W BEAM

SHEAR PL

W COLUMN

T/STL

SEE PLAN

BOLTS

COLUMN

T M

IN

T /2

3" MAX

CJP

3 SIDES TYP

T f

W BEAM

COLUMN CAP PL THICKNESS

TO MATCH LARGEST BEAM

FLANGE WITH 3/4" MINIMUM

(ASTM A572 GR 50 STEEL)

PLATE TO MATCH BEAM FLANGE

WIDTH AND THICKNESS

ASTM A572 GR 50

W COLUMN

W BEAM

SINGLE SHEAR PL

(3/8" MIN)

PRE-TENSIONED HS BOLTS IN

STD HOLES TO DEVELOP

100% OF BEAM REACTION

COLUMN

T/STL

SEE PLAN

3" MAX

BOLTS

CJP TYP

3 SIDES

TYP

TYP

3 SIDES

TYP

CONTINUITY PLATES

PRE-TENSIONED HS BOLTS IN

STD. HOLES TO DEVELOP

100% OF BEAM REACTION.

1 1/2" RADIUS

W BEAM

SHEAR PL

T/STL

SEE PLAN

3 SIDES TYP

TYP

BOLTS

1/2"x1'-8" FLANGE PLATE

W/ (8) 3/4"Ø BOLTS EACH END

1/2" END PLATE CONNECTION

W/ (8) 3/4"Ø BOLTS

W BEAM -

SEE PLANS

T/STL

SEE PLAN

TYP

M A

X

FLANGE PLATE

STEEL ROOF DECK

5/16" DECK SUPPORT PLATE

TYP

OPENING

SIZE

4" WALLS 6" WALLS 8" WALLS 10" WALLS

3'-0" L3 1/2x3 1/2x1/4 2L3x2 1/2x1/4 2L3 1/2x3 1/2x1/4 3L3x3x1/4

4'-0" L4x3 1/2x1/4 2L3x2 1/2x1/4 2L4x3 1/2x1/4 3L4x3x1/4

5'-0" L4x3 1/2x1/4 2L3 1/2x2 1/2x1/4 2L4x3 1/2x1/4 3L4x3x1/4

6'-0" L5x3 1/2x1/4 WT 7x13 2L5x3 1/2x1/4 3L5x3x1/4

8'-0" L6x3 1/2x5/16 WT 8x15.5 2L6x3 1/2x3/8 3L5x3x3/8

MASONRY STEEL LINTEL SCHEDULE

NOTES:

1. PROVIDE LINTEL FOR MASONRY OPENINGS IN ACCORDANCE WITH THIS SCHEDULE UNLESS

OTHERWISE NOTED.

2. LINTELS THAT ARE PART OF EXTERIOR WALL ASSEMBLIES SHALL HAVE A MINIMUM THICKNESS

OF 5/16" AND BE HOT DIP GALVANIZED.

3. SET LINTELS WITH LONG LEG VERTICAL AND WITH 8 INCHES OF BEARING EACH END.

4. WELD ADJOINING ANGLES TO FORM A SINGLE UNIT.

4" VENEER

L4x4x5/16

L6x4x3/8

L7x4x7/16

L4x4x5/16

L4x4x5/16

12" WALLS

3L3 1/2x3 1/2x1/4

3L4x3 1/2x1/4

3L4x3 1/2x1/4

3L5x3 1/2x1/4

3L6x3 1/2x3/8

4" VENEER 4" WALL 6" AND 8"

WALLS

10" AND 12"

WALLS

3/4"

BEARING PLATE SCHEDULE

FILL POCKET WITH CONCRETE

WHEN FLOOR IS PLACED

BEARING PL AND 1"

MIN NON-SHRINK

GROUT.

(2) 3/4" Ø ANCHOR

RODS W/ (2)

HEAVY HEX NUTS

NOTE:

SEE SPECIFIC WALL DETAILS

FOR REINFORCEMENT AND

ADDITIONAL INFORMATION.

MAXIMUM

REACTION

MINIMUM BEARING

PLATE

Bf

20k 1"x5"xBf+7" ≤ 10"

40k 1-1/2"x5"xBf+7"

60K 2"x5"xBf+7"

T/STL

SEE PLAN

2" MIN "Bf" 2" MIN

≤ 10"

≤ 12"

1" 1"

1 1/2"1 1/2"

EQ EQ

M

IN2

1'-2"

2" 10" 2"

3/4" PL

3/8" PL

1/4

1/4

TYP

#6 TIE

BAR

TYP.

2 - W8 W10 3 - W12, W14

MIN NUMBER OF SLOTTED HOLES

FOR 7/8"ɸ A325N BOLTS

NUMBER 7/8"ɸ X 6"

SHEAR STUDS

W8,C8, W10, W12, OR W14

FRAMING MEMBER SIZE

SEE PLAN

CONNECTION MARK

SEE PLAN

T

C L E

A R

/4

M

IN

M A

X

MAX

2"

A

M A

X

BEAM CONNECTION PLATE TO CONCRETE

W BEAM - SEE PLANS

W GIRDER

-SEE PLANS

NOTE:

DESIGN CONNECTION TO

DEVELOP 100% OF BEAM

REACTION.

SINGLE SHEAR PL (3/8" MIN)

W/ HS BOLTS IN BEARING

CONNECTION W/ SHORT SLOTTED

HORIZ HOLES

T /2

M

IN

3" MAX

BOLTS

T/STL

SEE PLAN

T

227 Fort Pitt Boulevard Pittsburgh, Pennsylvania 15222

T: 412.765.1700 F: 412.765.1711

PROJECT

NORTH

KEY PLAN

TRUE

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th 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 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

FULLY SPRINKLERED

Lebanon, PA

VAMC-Lebanon-Renovation of Laboratory B1

04/13/2020

S5-003

595-667

TYPICAL STEEL FRAMED

DETAILS

TYPICAL FRAMED BEAM

TO WIDE FLANGE COLUMN CONNECTION

TYPICAL FRAMED

BEAM TO SPANDREL CONNECTION

TYPICAL

COLUMN / WALL POCKET DETAIL

CONTINUOUS BEAM

OVER TOP OF COLUMN DETAIL

TYPICAL BEAM TO COLUMN

FLANGE MOMENT CONNECTION

TYPICAL BEAM TO COLUMN

WEB MOMENT CONNECTION

TYPICAL BEAM TO COLUMN FLANGE

MOMENT CONNECTION AT ROOF

TYPICAL BEAM TO COLUMN WEB AT

PERPENDICULAR MOMENT CONNECTION

TYPICAL BEAM TO

BEAM MOMENT CONNECTION

MASONRY STEEL LOOSE LINTEL SCHEDULE

TYPICAL BEAM BEARING

PLATE AT CONCRETE WALL

BEAM CONNECTION PLATE TO CONCRETE

TYPICAL FRAMED BEAM CONNECTION

INDICATES NUMBER OF STUD ANCHORS

EQUALLY SPACED ALONG FULL LENGTH OF BEAM.

CENTER STUDS ON

BEAM WEB UNLESS

OTHERWISE REQUIRED

(SEE NOTE 2)

3/4" Ø HEADED

SHEAR STUDS

5/8" Ø PUDDLE

WELD WHERE NO

STUD IS INDICATED

COMPOSITE

STEEL DECK

W BEAM - SEE PLANS

COMPOSITE

STEEL DECK

DOUBLE ROW OF STUDS

(DECK PARALLEL TO BEAM)

COLUMN

NOTES:

1. SPACE STUDS AS EVENLY AS POSSIBLE IN AVAILABLE DECK FLUTES. WHERE STUD SPACING

EXCEEDS 24 INCHES, PROVIDE ADDITIONAL STUDS AS NECESSARY TO MAINTAIN A 24 INCH

MAXIMUM STUD SPACING.

2. WHERE THE NUMBER OF STUDS EXCEEDS THE NUMBER OF FLUTES, INSTALL REMAINING

STUDS IN DOUBLE OR TRIPLE ROW, STARTING FROM THE BEAM ENDS AND WORKING

TOWARD THE CENTER.

3. WHERE BEAM FLANGE THICKNESS IS LESS THAN 0.30", STUDS MUST BE PLACED AT

CENTERLINE OF THE BEAM.

4. MAINTAIN TRANSVERSE SPACING BETWEEN STUDS AND EDGE DIMENSIONS AS SHOWN ON

PLAN DETAILS ABOVE.

NOTES:

1. SPACE STUDS EQUALLY WITHIN BEAM SEGMENT. WHERE STUD SPACING EXCEEDS 24 INCHES, PROVIDE ADDITIONAL STUDS AS NECESSARY TO MAINTAIN A 24 INCH MAXIMUM STUD SPACING.

2.…