ATTACHMENT X - W912QR21R0008_Plans_PhaseB_Vol70-AWARD.pdf

CROSSGATE LANE

BR

OW

NS

BO

RO

R

D

BROW

NSBORO RD, US 42 WARRINGTON WAY

WATTERSON EXPRESSWAY

I - 264

SITE

LOCATION MAP

NO SCALE

TRUE NORTH

PROJECT CONSULTANTS

FOOD SERVICE & LAUNDRY DESIGN:

Ricca Design Studios Denver Technological Center 5325 South Valentia Way Greenwood Village, CO 80111 Al Moller T: (303) 221-0500

MATERIALS MANAGEMENT/ELEVATORS:

Lerch, Bates, Inc.

9780 S. Meridian Blvd., Suite 450 Englewood, CO. 80112 Steven Wuthrich T: (312) 386-7661

HARDWARE:

Jenosky Consulting, Inc.

43422 West Oaks Drive, #270 Novi, Michigan 48377-3300 Dave Jenosky T: (248) 496-7900

CMP SCHEDULING AND RISK ASSESSMENT:

RADIATION SHIELDING:

Diagnostic Physics, Inc.

P.O. Box 49587 Charlotte, NC 28277 Beth Franklin, DABR T: (704) 541-9628

CODE CONSULTING:

FP&C Consultants, Inc 1520 Main Street Indianapolis, IN 46224 Frank Van Overmeiren - President T: (317) 486-5188

MAGNETIC SHIELDING:

Vitatech Electromagnetics 115 Juliad Court, Suite 105 Fredericksburg, VA 22406 Louis S. Vitale, Jr. (COO) T: (540) 286-1984, Ext. #201

SUSTAINABLE ARCHITECTURE & ENGINEERING:

Guidon Design 2453 N Delaware Street Indianapolis, IN 46205 Luke Leising T: (317) 800-6388 x101

GEOTECHNICAL:

AMEC Environmental & Infrastructure 11003 Bluegrass Pkwy. Suite 690 Louisville, KY 40299 David Sawitzki, PE T: (502) 267-0700

SECURITY SYSTEMS:

Security Management and Integration Company Inc.

4940 Olympic Blvd Olympic Corporate Offices Erlanger, KY 41018 Cecil Avery T: (859) 372-6618

CIVIL ENGINEERING & LAND SURVEYING:

ClasSickle, Incorporate 4501 Bardstown Road Louisville, KY 40218 Anthony Sickles, PLS T: (502) 493-2722

PARKING DECK PLANNING:

CWConsulting, LLC 2429 Highpointe Drive Kalamazoo, MI 49008-2074 Carl Walker, PE T: (269) 217-7615

COST ESTIMATING:

U.S. Cost 600 Northpark Town Center 1200 Abernathy Road, NE Building 600, Suite 950 Atlanta, GA 30328 Louis Parkins T: (770) 481-1614

GRAPHICS/SIGNAGE:

Square Peg Design 1631 Telegraph Avenue Oakland, CA 94612 Jeffrey Padia T: (510) 596-8810

MEDICAL EQUIPMENT:

The Innova Group 9442 Capital of Texas Highway North Arboretum Plaza I, Suite 325 Austin, TX 78759 Chris Phillips T: (512) 346-8700

BLAST CONSULTANT:

Stone Security Engineering 315 Bleecker Street Suite 319 New York, NY 10014 Hollice Stone President T: (646) 649-3169

RENEWABLE ENERGY STUDY:

CMTA Engineering 110411 Metting Street Prospect, KY 40059 Tony Hans VP Principal T: (502) 326-3085

Crawford Consulting Services 239 Highland Avenue East Pittsburgh, PA 15112 Mary Crawford T: (412) 823-0400

URS Corporation 500 West Jefferson St.

Suite 1600 Louisville, KY 40202 T: (313.983.3600)

ARCHITECTURE - ENGINEERING: URS / SMITHGROUP JOINT VENTURE

SMITHGROUPJJR

500 West Jefferson St.

Suite 1600 Louisville, KY 40202 T: (313) 983-3600

VOLUME LEGEND

VOLUME 00

VOLUME LEGEND

INDEX SHEETS

GENERAL

LIFE SAFETY

CAMPUS COMPOSITES

COMMON ARCHITECTURAL SHEETS (ALL BUILDINGS)

SIGNAGE

VOLUME 10

SITE

VOLUME 20 - NOT USED

VOLUME 21 - NOT USED

VOLUME 30

VAMC - BUILDING ZONE B

ARCHITECTURE - EXTERIOR

CANOPIES

VOLUME 31

VAMC - BUILDING ZONE B

EQUIPMENT

FURNITURE

VOLUME 32

VOLUME 40

DOCK, LAUNDRY AND CUP - BUILDING ZONE C & D

ALL DISCIPLINES

VOLUME 50

NORTH PARKING STRUCTURE - BUILDING ZONE E

ALL DISCIPLINES

VOLUME 60

SOUTH PARKING STRUCTURE - BUILDING ZONE F

VOLUME 70

OUTBUILDINGS & MISCELLANEOUS STRUCTURES

MAINTENANCE BUILDING - BUILDING ZONE G1

GUARD HOUSES - BUILDING ZONES J1 & J2

WATER TOWER - BUILDING ZONE K1

ELECTRICAL SERVICE BUILDINGS - BUILDING ZONES L1 & L2

BUS SHELTER - BUILDING ZONE M1

PUMP HOUSE - BUILDING ZONE P1

VOLUME 33

VOLUME 37

VAMC - BUILDING ZONE B

ELECTRICAL SPECIAL SYSTEMS

TELECOMMUNICATIONS

FIRE ALARM

PHYSICAL SECURITY

VOLUME 36

VAMC - BUILDING ZONE B

POWER

LIGHTING

VOLUME 35

VAMC - BUILDING ZONE B

HVAC

VOLUME 34

VAMC - BUILDING ZONE B

FIRE PROTECTION

PLUMBING

VAMC - BUILDING ZONE B

ARCHITECTURE - INTERIOR

TRANSPORTATION

ELEVATORS

PNEUMATIC TUBE

GRAVITY CHUTES

VAMC - BUILDING ZONE B

STRUCTURAL

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

SHEET INDEX ID:

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

/27

/20

8:

:44 A

M

20NOV2020

GI00700

COVER SHEET - VOLUME 70

WJ MG

Louisville, Kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

700.01.1.GI-GI00700-Phase B-GENERAL

20NOV2020

Replacement VA Medical Center

Louisville, Kentucky 40222

PHASE B CERTIFIED FINAL

NOVEMBER 20, 2020

VOLUME 70 - OUTBUILDINGS & MISC STRUCTURES

VA Project No. 603-320 VA101CFM-P-0157 USACE P2 No. 453413

4906 Brownsboro Road

PHB CERTIFIED FINAL 20NOV2020

11/20/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construction

03 December 2020

W912QR21R0008

As Awarded 17 August 2021

W912QR21C0027

As A w ar de d

A ug us t 2

W

2Q

R

C

/W

2Q

R

R

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

SHEET INDEX ID:

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

/5/

1:

:13 P

M

20NOV2020

GI01700

INDEX OF DRAWINGS VOLUME 70

Checker Designer

Louisville, Kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

700.01.1.GI-GI01700-Phase B-GENERAL

20NOV2020

INDEX OF DRAWINGS - GENERAL

SHEET NUMBER SHEET NAME

GENERAL

GI00700 COVER SHEET - VOLUME 70

GI01700 INDEX OF DRAWINGS VOLUME 70

STRUCTURAL

SF00000 GENERAL STRUCTURAL NOTES

ARCHITECTURE

AE0000 BUILDING AREA DESIGNATION PLAN - ARCHITECTURE

AE00001 ARCHITERCTURAL ABBREVIATIONS

AE00002 ARCHITECTURAL SYMBOLS

FIRE PROTECTION

FX0000 FIRE SUPPRESSION WATER SUPPLY PLAN

PLUMBING

PL0000 PLUMBING BUILDING AREA DESIGNATION PLAN

PL001 PLUMBING - GENERAL INFO

MECHANICAL

MH0000 MECHANICAL BUILDING AREA DESIGNATION PLAN

MH001 MECHANICAL GENERAL INFO

MH501 GENERAL MECHANICAL DETAILS

MH502 GENERAL MECHANICAL DETAILS

MH503 GENERAL MECHANICAL DETAILS

ELECTRICAL

EE000 ELECTRICAL BUILDING AREA DESIGNATION PLAN

EE001 ELECTRICAL SYMBOLS AND ABBREVIATIONS, PART 1

EE002 ELECTRICAL SYMBOLS AND ABBREVIATIONS, PART 2

EE003 ELECTRICAL SYMBOLS AND ABBREVIATIONS, PART 3

EE600MISC ELECTRICAL PANEL SCHEDULES

EE601MISC ELECTRICAL PANEL SCHEDULES

TECHNOLOGY

TC0000 TECHNOLOGY BUILDING AREA DESIGNATION PLAN

TC001 TECHNOLOGY SYMBOLS LEGEND

INDEX OF DRAWINGS - MAINTENANCE BUILDING

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101G1 MAINTENANCE BUILDING - FOUNDATION & ROOF FRAMING PLANS

SF501G1 MAINTENANCE BUILDING - FOUNDATION & ROOF FRAMING SECTIONS AND DETAILS

ARCHITECTURE

AE101G1 MAINTENANCE BUILDING - FLOOR PLANS

AE2001G1 MAINTENANCE BUILDING - EXTERIOR ELEVATIONS & BUILDING SECTIONS

AE3201G1 MAINTENANCE BUILDING - WALL SECTIONS

AE5201G1 MAINTENANCE BUILDING - DETAILS

FIRE PROTECTION

FX101G1 MAINTENANCE BUILDING - FIRE SUPPRESSION

PLUMBING

PL101G1 MAINTENANCE - PLUMBING PLANS & SCHEDULES

PL102G1 FUEL ISLAND PLANS & DETAILS - PLUMBING

PL601G1 MAINTENANCE BUILDING - DETAILS & DIAGRAMS

MECHANICAL

MH101G1 MAINTENANCE BUILDING HVAC PLANS

ELECTRICAL

EE100G1 MAINTENANCE BUILDING - LIGHTING AND POWER FLOOR PLAN

EE700G1 MAINTENANCE BUILDING SINGLE LINE DIAGRAM

TECHNOLOGY

TC100G1 MAINTENANCE BUILDING - SYSTEMS FLOOR PLAN

FIRE ALARM

FA101G1 MAINTENANCE BUILDING - FIRE ALARM

INDEX OF DRAWINGS - GUARD HOUSES

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101J1 GUARDHOUSE - FOUNDATION & ROOF FRAMING PLANS

SF501J1 GUARDHOUSE - FOUNDATION & ROOF FRAMING SECTIONS AND DETAILS

ARCHITECTURE

AE101J1 GUARD HOUSE FLOOR PLANS

AE2001J1 GUARD HOUSE EXTERIOR ELEVATIONS

AE3201J1 GUARD HOUSE EXTERIOR WALL SECTIONS

AE5201J1 GUARD HOUSE SECTION DETAILS

AE5301J1 GUARD HOUSE PLAN DETAILS

PLUMBING

PL101J1 GUARD HOUSE - PLUMBING PLANS, DETAILS, & SCHEDULES

MECHANICAL

MH101J1 GUARD HOUSES HVAC PLANS

ELECTRICAL

EE100J GUARD HOUSES - LIGHTING FLOOR PLANS

EE200J GUARD HOUSES - POWER FLOOR PLANS

EE700J GUARD HOUSES - SINGLE LINE DIAGRAM

TECHNOLOGY

TC100J GUARD HOUSES - SYSTEMS FLOOR PLANS

INDEX OF DRAWINGS - WATER TOWER

SHEET NUMBER SHEET NAME

PL100K1 ELEVATED WATER STORAGE TANK PLAN

PL100K2 GROUND STORAGE TANK PLAN & SECTION

PL300K1 ELEVATED WATER STORAGE TANK SECTIONS

PL700K WATER TOWER AND WATER TANK PROCESS FLOW DIAGRAM

ELECTRICAL

EE100K1 WATER TOWER ELECTRICAL PLAN

INDEX OF DRAWINGS - ELECTRICAL BUILDING EAST

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101L1 ELECTRICAL BUILDING EAST - FOUNDATION & ROOF FRAMING PLANS

SF501L1 ELECTRICAL BUILDING EAST - FOUNDATION AND FRAMING SECTIONS AND DETAILS

ARCHITECTURE

AE101L1 ELECTRICAL BUILDING EAST - FLOOR PLANS

AE2001L1 ELECTRICAL BUILDING EAST - ELEVATIONS, BUILDING AND WALL SECTIONS

AE5201L1 ELECTRICAL BUILDING EAST - DETAILS

MECHANICAL

MH101L1 ELECTRICAL SERVICE BUILDING EAST HVAC PLANS

ELECTRICAL

EE100L1 ELECTRICAL SERVICE BUILDING EAST - LIGHTING AND POWER FLOOR PLAN

EE700L1 ELECTRICAL SERVICE BUILDINGS EAST AND WEST - SINGLE LINE DIAGRAMS

TECHNOLOGY

TC100L1 ELECTRICAL BUILDING EAST - SYSTEMS FLOOR PLAN

FIRE ALARM

FA101L1 ELECTRICAL BUILDING EAST - FIRE ALARM

INDEX OF DRAWINGS - ELECTRICAL BUILDING WEST

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101L2 ELECTRICAL BUILDING WEST - FOUNDATION & ROOF FRAMING PLANS

SF501L2 ELECTRICAL BUILDING WEST - FOUNDATION & FRAMING SECTIONS & DETAILS

ARCHITECTURE

AE101L2 ELECTRICAL BUILDING WEST - FLOOR PLANS

AE2001L2 ELECTRICAL BUILDING WEST - ELEVATIONS, BUILDING AND WALL SECTIONS

AE5201L2 ELECTRICAL BUILDING WEST - DETAILS

MECHANICAL

MH101L2 ELECTRICAL SERVICE BUILDING WEST HVAC PLANS

ELECTRICAL

EE100L2 ELECTRICAL BUILDING WEST - LIGHTING AND POWER FLOOR PLAN

TECHNOLOGY

TC100L2 ELECTRICAL BUILDING WEST - SYSTEMS FLOOR PLAN

FIRE ALARM

FA101L2 ELECTRICAL BUILDING WEST - FIRE ALARM

INDEX OF DRAWINGS - BUS SHELTER

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101M1 BUS SHELTER - STRUCTURAL PLANS, SECTIONS AND DETAILS

ARCHITECTURE

AE101M1 BUS SHELTER FLOOR PLANS, ELEVATIONS AND SECTIONS

AE5201M2 BUS SHELTER SECTION DETAILS

AE5202M2 BUS SHELTER PLAN DETAILS

ELECTRICAL

EE100M1 BUS SHELTER - LIGHTING FLOOR PLAN

INDEX OF DRAWINGS - PUMP HOUSE

SHEET NUMBER SHEET NAME

STRUCTURAL

SF101P1 PUMP HOUSE BUILDING - FOUNDATION & ROOF FRAMING PLANS

SF501P1 PUMP HOUSE BUILDING - FOUNDATION & ROOF FRAMING SECTIONS AND DETAILS

ARCHITECTURE

AE101P1 PUMP HOUSE - FLOOR PLANS

AE2001P1 PUMP BUILDING - ELEVATIONS, BUILDING & WALL SECTIONS

AE5201P1 PUMP BUILDING - DETAILS

FIRE PROTECTION

FX101P1 PUMP HOUSE - LEVEL1 FIRE SUPPRESSION

PLUMBING

PL101P1 PUMP HOUSE - PLUMBING PLAN, DIAGRAM, AND SCHEDULE

MECHANICAL

MH101P1 PUMP HOUSE HVAC PLANS

ELECTRICAL

EE100P1 PUMP HOUSE - LIGHTING FLOOR PLAN

EE200P1 PUMP HOUSE - POWER FLOOR PLAN

EE700P1 PUMP HOUSE - SINGLE LINE DIAGRAM

TECHNOLOGY

TC100P1 PUMP HOUSE - SYSTEM FLOOR PLAN

FIRE ALARM

FA101P1 PUMP HOUSE - FIRE ALARM

PHB CERTIFIED FINAL 20NOV2020

ARIMS: 200A Disposition: Maintain for 15yrs after construction

As A w ar de d

A ug us t 2

W

2Q

R

C

/W

2Q

R

R

ANCHORED VENEER LINTEL

OPENING SIZE LINTEL DESCRIPTION DIAGRAM

0'-0" TO 6'-0" L4X3 1/2X1/4 (LLV)

6'-0" TO 10'-0" L4X3-1/2X1/4 (LLV)

1. PROVIDE MINIMUM 4" BEARING EACH SIDE OF LINTEL

2. STEEL ANGLES TO BE HOT-DIP GALVANIZED

10'-0" TO 14'-0" L6X3-1/2X5/16 (LLV)

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN 46204

317.800.6388 WWW.GUIDONDESIGN.COM

P lo t D at e th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600

F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321 o n e s ix te e n th in c h o n e fo o t o n e th ir ty s e c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

SHEET INDEX ID:

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

/2

8/

0:

:3

A M

20NOV2020

SF00000

GENERAL STRUCTURAL NOTES

MAV WJT

Louisville, kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

700.07.2.S1-SF00000-STRUCTURAL

20NOV2020

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER.

THE NOTES ON THIS SHEET APPLY TO VOLUME 70 STRUCTURAL SHEETS ONLY.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETEOTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE

APPROVAL OF THE

STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. CONCRETE MASONRY REINFORCEMENT

3. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT

SPECIFICALLY DETAILED ON THE DRAWINGS)

4. STEEL DECK

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. DIAMOND PLATE DOWELS FOR SLABS ON GRADE

4. CONCRETE CURING COMPOUND

5. CONCRETE JOINT SEALANT

6. WATER STOPS

7. MASONRY JOINT REINFORCEMENT

8. EXPANSION ANCHORS

9. ADHESIVE ANCHORS

10. NON-SHRINK GROUT

FOUNDATIONS

FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT

NUMBER 7382-13-3013 PREPARED BY AMEC DATED 12 SEPTEMBER 2014.

FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED ALLOWABLE CAPACITIES INDICATED BELOW. CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL ENGINEER TO REVIEW THE SOIL CONDITIONS AT THE SITE TO CONFIRM THE ALLOWABLE CAPACITIES PRIOR TO PLACEMENT OF THE FOUNDATIONS. CONFIRMATION OF THE ACCEPTABILITY OF THE SOILS SHALL BE REPORTED IN WRITING TO THE

STRUCTURAL ENGINEER.

ALLOWABLE NET BEARING PRESSURE = 3,000 PSF

IF ACTUAL ALLOWABLE CAPACITIES ARE FOUND TO BE LESS THAN THE ASSUMED VALUES, THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH FOUNDATION CONSTRUCTION WITHOUT REVIEW BY THE

STRUCTURAL ENGINEER.

FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED.

EXCAVATIONS FOR SPREAD FOOTINGS, COMBINED FOOTINGS, CONTINUOUS FOOTINGS AND MAT FOUNDATIONS SHALL BE PREPARED IN

ACCORDANCE WITH THE EARTHWORK SPEC.

BELOW-GRADE WALLS

DO NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR MASONRY) WALLS UNTIL THE CONCRETE (OR MASONRY ASSEMBLAGE)

HAS REACHED ITS 28-DAY COMPRESSIVE STRENGTH.

WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFILL EVENLY ON EACH SIDE OF EACH WALL TO

PREVENT UNBALANCED SOIL LOADS AGAINST THE WALL.

CONCRETE CONT.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL

HAVE THE PROPERTIES AS SHOWN BELOW:

FOUNDATIONS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 1/2 INCHES

7. AIR CONTENT: N/A

FOUNDATION WALLS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: N/A

SLABS ON GRADE

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: 6% +/- 1%

8. HIGH RANGE WATER REDUCING ADMIXTURE AND FIBER REINFORCING REQUIRED

SLABS ON STEEL DECK

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD.

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: N/A

CONCRETE SLABS ON GRADE

SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE GUIDE FOR CONCRETE FLOOR AND

SLAB CONSTRUCTION (ACI 302.1R).

PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB

SURFACE.

PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN LIQUID CURING COMPOUND CONFORMING TO ASTM C309, UNLESS NOTED OTHERWISE. ALL SCUFFS OR ABRASIONS TO THE CURING MEMBRANE SHALL BE RECOATED DAILY. OTHER CURING METHODS MAY BE USED WITH APPROVAL BY THE STRUCTURAL ENGINEER.

SLABS ON GRADE SHALL BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM TOLERANCES:

OVERALL VALUES: FF = 25

LOCAL VALUES: FF = 20

THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES.

UNLESS SHOWN OR NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF 1.5 TO 1.

CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOINT FILLER MATERIAL UNLESS NOTED OTHERWISE.

CONCRETE SLABS ON METAL DECK

UNLESS INDICATED OTHERWISE ON THE DRAWINGS, CONCRETE SLABS ON METAL DECK SHALL BE PLACED AS REQUIRED TO MAINTAIN

A CONSTANT SLAB [THICKNESS].

CONTRACTOR SHALL ALLOW FOR THE DEFLECTION OF THE FLOOR ASSEMBLY DUE TO THE WET WEIGHT OF THE CONCRETE WHEN CALCULATING CONCRETE QUANTITIES AND SHALL INCLUDE THE COST OF ALL REQUIRED SLAB-ON-DECK CONCRETE IN THE BID PRICE.

PRIOR TO PLACEMENT OF CONCRETE SLABS ON METAL DECK, THE CONTRACTOR SHALL CAREFULLY REVIEW THE ELEVATIONS OF THE STRUCTURAL STEEL FRAMING, INCLUDING CAMBERED MEMBERS, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES (SUCH AS IMPROPER CAMBER, IMPROPER STEEL ELEVATIONS, ETC.) IMMEDIATELY AND SHALL NOT BEGIN CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL

ENGINEER.

ACTUAL CONCRETE SLAB THICKNESS SHALL NOT BE LESS THAN THE INDICATED NOMINAL THICKNESS AT ANY LOCATION. IF ANY CONDITION IS DISCOVERED THAT WOULD PREVENT PLACEMENT OF CONCRETE TO THE NOMINAL THICKNESS; CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH CONCRETE PLACEMENT WITHOUT PRIOR REVIEW

BY THE STRUCTURAL ENGINEER.

SLABS ON METAL DECK SHALL RECEIVE A SMOOTH TROWEL FINISH, AND BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM

TOLERANCES:

OVERALL VALUES: FF = 25

LOCAL VALUES: FF = 20

PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE.

PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN LIQUID CURING COMPOUND CONFORMING TO ASTM C309. ALL SCUFFS OR ABRASIONS TO THE CURING MEMBRANE SHALL BE RECOATED DAILY. OTHER

CURING METHODS MAY BE USED WITH APPROVAL BY THE STRUCTURAL ENGINEER.

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

PSI.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS:

ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER

OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR

APPROVED BY THE STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP

SPLICE CORNER BARS WITH STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

WELDABLE REINFORCING STEEL

REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4.

ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX.

EPOXY-COATED REINFORCING STEEL

EPOXY COATED REINFORCING STEEL SHALL CONFORM TO ASTM A775 AND SHALL BE USED ONLY WHERE SHOWN OR

NOTED ON THE DRAWINGS.

WELDED WIRE FABRIC

WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185. FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND

LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES.

WELDED WIRE FABRIC SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE:

SLABS ON GRADE: 2 INCHES DOWN FROM TOP OF SLAB.

SLABS ON METAL DECK: 3/4 INCH DOWN FROM TOP OF SLAB.

FIBER REINFORCEMENT

FIBER REINFORCEMENT SHALL BE 3/4" LONG, VIRGIN (NON-RECYCLED) NYLON OR POLYPROPYLENE FIBERS, INTRODUCED INTO THE CONCRETE MIX AT THE BATCH PLANT, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE SHALL BE 1.5

POUNDS PER CUBIC YARD OF CONCRETE.

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING

UNLESS

DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL

CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24

HOURS AFTER TESTING.

MASONRY

CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR

CONCRETE MASONRY STRUCTURES (ACI 530).

CONCRETE MASONRY SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

(F'M) OF 1,500 PSI AT 28 DAYS.

MORTAR SHALL BE TYPE S PROPORTIONED IN ACCORDANCE WITH ASTM C270.

GROUT FOR REINFORCED MASONRY SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476. COARSE AND FINE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL GROUTING EXCEPT HIGH-LIFT POURS DEFINED BY ACI 530-05 TABLE

1.16.1, WHERE FINE GROUT SHALL BE USED.

PROVIDE 9-GAUGE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED EIGHT INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW GROUND FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT

16 INCHES ON CENTER.

BEAMS AND LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ONTO SUPPORTING MASONRY, UNLESS NOTED OTHERWISE. BEARING FOR ALL BEAMS, LINTELS, JOISTS, ETC. SHALL BE GROUTED SOLID A MINIMUM OF ONE COURSE (8 INCHES) BELOW BEARING ELEVATION, UNLESS NOTED OTHERWISE.

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY70" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

WATERSTOPS

SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

PVC WATERSTOPS

PROVIDE FACTORY MADE WATERSTOP FABRICATIONS FOR ALL CHANGES OF DIRECTION, INTERSECTIONS, AND TRANSITIONS

LEAVING ONLY STRAIGHT BUTT JOINT SPLICES FOR THE FIELD.

PROVIDE HOG RINGS OR GROMMETS SPACED AT 12 INCHES ON CENTER ALONG LENGTH OF WATERSTOP.

PROVIDE TEFLON COATED THERMOSTATICALLY CONTROLLED WATERSTOP SPLICING IRONS FOR FIELD BUTT SPLICES.

FIELD BUTT SPLICES SHALL BE HEAT FUSED WELDED USING A TEFLON COATED THERMOSTATICALLY CONTROLLED WATERSTOP SPLICING IRON AT APPROXIMATELY 380 DEGREES F. FOLLOW APPROVED MANUFACTURER RECOMMENDATIONS.

LAPPING OF WATERSTOP, USE OF ADHESIVES, OR SOLVENTS SHALL NOT BE ALLOWED.

CENTER WATERSTOP IN JOINT AND SECURE WATERSTOP IN CORRECT POSITION USING HOG RINGS OR GROMMETS SPACED AT 12

INCHES ON CENTER ALONG THE

LENGTH OF THE WATERSTOP AND WIRE TIE TO ADJACENT REINFORCING STEEL.

MASTIC COATING

MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR MASTIC BY CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THESTRUCTURAL ENGINEER. INSTALL AT LOCATIONS INDICATED ON DRAWINGS.

UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE FULL COVERAGE OVER ITEMS

INDICATED TO RECEIVE COATING.

STRUCTURAL STEEL CONT

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY

THE ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION.

UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE

DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING

SIZES AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

STEEL ROOF DECK

PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS

AND CODE OF STANDARD PRACTICE.

DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK ACCESSORIES, INCLUDING CLOSURES, SUPPLEMENTARY FRAMING, AND

SUMP PANS, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS.

FASTEN ROOF DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3.

ROOF DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION.

PROVIDE STEEL ROOF DECK WITH FINISH AS INDICATED ON THE DRAWINGS.

STEEL FLOOR DECK

PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND

CODE OF STANDARD PRACTICE.

DECK MANUFACTURER SHALL PROVIDE ALL FLOOR DECK ACCESSORIES, SUCH AS EDGE FORMS, CLOSURES, FILLERS AND POUR STOPS FOR A COMPLETE INSTALLATION, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS.

FASTEN FLOOR DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3.

STEEL FLOOR DECK IS INTENDED TO BE INSTALLED IN AN UNSHORED CONDITION UNLESS NOTED OTHERWISE. DECK SUPPLIER SHALL REVIEW ALL SPAN CONDITIONS AND CONFIRM THAT THE SUPPLIED PRODUCT IS SUFFICIENT TO SAFELY SUPPORT THE WET WEIGHT OF

CONCRETE AND ASSOCIATED CONSTRUCTION LIVE LOADS WITHOUT THE NEED FOR SHORING.

FLOOR DECK UNITS SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION.

PROVIDE INTERIOR STEEL FLOOR DECK WITH FINISH AS INDICATED ON THE DRAWINGS.

PROVIDE FLOOR DECK SUPPORTING EXTERIOR SLABS WITH A GALVANIZED FINISH IN ACCORDANCE WITH ASTM A924 G90.

CONCRETE ABOVE FLUTE MIIMUM REINFORCEMENT

2" 6X6~W1.4XW1.4

2 1/2" 6X6~W1.4XW1.4

3" 6X6~W1.4XW1.4

4" 6X6~W2.0XW2.0

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE.

SEE LOAD MAPS FOR FLOOR LOADING CRITERIA.

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (PG) = 15 PSF

2. LOW-SLOPE ROOF SNOW LOAD (PF) = 18 PSF

3. SNOW EXPOSURE FACTOR (CE) = 0.9

4. THERMAL FACTOR (CT) = 1.0

5. SNOW LOAD IMPORTANCE FACTOR (IS) = 1.2

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST) = 120 MPH

2. WIND LOAD IMPORTANCE FACTOR (IW) = 1.0

3. WIND EXPOSURE = C

4. WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION

5. INTERNAL PRESSURE COEFFICIENT (GCpi) = +/- 0.18

EARTHQUAKE DESIGN DATA

1. SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.197

2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.103

3. SEISMIC IMPORTANCE FACTOR (IE) = 1.5

4. SITE CLASSIFICATION = C

5. SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT (SDS) = 0.135

6. 1-SECOND SPECTRAL RESPONSE COEFFICIENT (SD1) = 0.094

7. ANAYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

8. MAINTENANCE BUILDING:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: A2 – ORDINARY REINFORCED CONCRETE SHEAR WALLS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 4.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.049

D. OCCUPANCY CATEGORY = II

E. SEISMIC DESIGN CATEGORY = B

9. SMOKING SHELTER:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: H - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.068

D. OCCUPANCY CATEGORY = II

E. SEISMIC DESIGN CATEGORY = B

10. GUARD HOUSES:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: H - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.053

D. OCCUPANCY CATEGORY = II

E. SEISMIC DESIGN CATEGORY = B

11. ELECTRICAL BUILDING EAST:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: A2 – ORDINARY REINFORCED CONCRETE SHEAR WALLS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 4.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.059

D. OCCUPANCY CATEGORY = IV

E. SEISMIC DESIGN CATEGORY = C

12. ELECTRICAL BUILDING WEST:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: A2 – ORDINARY REINFORCED CONCRETE SHEAR WALLS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 4.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.059

D. OCCUPANCY CATEGORY = IV

E. SEISMIC DESIGN CATEGORY = C

13. BUS SHELTERS:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: H - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.079

D. OCCUPANCY CATEGORY = II

E. SEISMIC DESIGN CATEGORY = B

14. PUMP HOUSE:

A. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: A2 – ORDINARY REINFORCED CONCRETE SHEAR WALLS

B. RESPONSE MODIFICATION COEFFICIENT (R) = 4.0

C. SEISMIC RESPONSE COEFFICIENT (CS) = 0.059

D. OCCUPANCY CATEGORY = IV

E. SEISMIC DESIGN CATEGORY = C

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94.

IN CASE OF A DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL CEMENTITIOUS

MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.AGGREGATES AND SCMs SHALL BE TESTED SEPERATELY IN ACCORDANCE WITH ASTM C1567. THE TYPES OF AGGREGATES SHALL BE EVALUATED IN A COMBINATION WHICH MATCHES THE CONTRACTORS' PROPOSED MIX DESIGN (INCLUDING CLASS F FLY ASH OR GROUND GRANULATED BLAST FURNACE (GGBF) SLAG. ASR

TESTING SHOULD BE REQUIRED FOR EVERY MIX DESIGN SUBMITTED.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS

NOTED OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

STEEL STUDS SHALL CONFORM TO ASTM A108.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE

ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

INDICATES DIRECTION OF DECK SPAN

PHB CERTIFIED FINAL 20NOV2020

ARIMS: 200A Disposition: Maintain for 15yrs after construction

As A w ar de d

A ug us t 2

W

2Q

R

C

/W

2Q

R

R

B1 B2 B3

B4 B5 B6

C2 D1

G1

J1

J2

K2

L1

L2

M1

D2

C1

E1 E2

E3 E4

F1 F2

F3 F4

B1E

B4E

B4F

N1 N2

P1

K1

BUILDING AREA LEGEND

A NOT USED

B VA MEDICAL CENTER (VAMC)

C DOCK LAUNDRY FACILITY

D CENTRAL UTILITY PLANT (CUP)

E NORTH PARKING STRUCTURE

F SOUTH PARKING STRUCTURE

G MAINTENANCE BUILDING

H NOT USED

I NOT USED

J GUARD HOUSES

K WATER TOWER & WATER TANK

L ELECTRICAL SERVICE BUILDINGS

M BUS SHELTER

N COVERED WALKWAYS

P PUMP HOUSE

SHEET NUMBER LEGEND

A E 1 01 B1

DISCIPLINE DESIGNATOR

G GENERAL

H HAZARDOUS MATERIALS

V SURVEYING/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

T TELECOMM

LEVEL 2 DESIGNATOR - ARCH

GENERAL:

I INFORMATION

C CONTRACTURAL

R RESOURCE

SHEET TYPE DESIGNATOR

0 GENERAL

1 PLANS

1C REFLECTED CEILING PLANS

2 ELEVATIONS

3 SECTIONS

4 LARGE-SCALE VIEWS

5 DETAILS

6 SCHEDULES & DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS

BUILDING LEVEL

XX VARIES AT NON-PLANS

00 GROUND LEVEL

01 LEVEL 1

1i LEVEL 1i

02 LEVEL 2

03 LEVEL 3

04 LEVEL 4

4i LEVEL 4i

05 LEVEL 5

06 LEVEL 6

07 LEVEL 7

08 LEVEL 8

09 LEVEL 9

10 LEVEL 10

*OMIT LEADING "0" AT REFLECTED CEILING PLANS

KEY PLAN AREA / ZONE

KEY PLAN AREA AS DESIGNATED BY:

ON THIS PLAN

LETTER DENOTES KEY PLAN AREA

NUMBER DENOTES KEY PLAN ZONE

USE 01, 02 ETC FOR DRAWINGS

IN A SEQUENCE FOR NON-PLANS

B1

ARCHITECTURAL:

D DEMO

S SITE

E ELEMENTS

I INTERIORS

F FINISHES

G GRAPHICS

INTERIORS:

D DEMO

N DESIGN

F FURNISHINGS

G GRAPHICS

EQUIPMENT:

A ATHLETIC

B BANK

C CANTEEN

D DOCK

E EDUCATIONAL

F FOOD SERVICE

H HOSPITAL

L LABORATORY

M MAINTENANCE

P PARKING LOT

R CANTEEN RETAIL

S SITE

T TEXTILE CARE

(LAUNDRY)

V VIDEO

SHEET NUMBER LEGEND (NON-PLAN)

A E 3 1 01 B

DISCIPLINE DESIGNATOR

G GENERAL

H HAZARDOUS MATERIALS

V SURVEYING/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

T TELECOMM

LEVEL 2 DESIGNATOR - ARCH

GENERAL:

I INFORMATION

C CONTRACTURAL

R RESOURCE

SHEET TYPE DESIGNATOR

0 GENERAL

1 NOT USED

2 ELEVATIONS

3 SECTIONS

4 LARGE-SCALE VIEWS

5 DETAILS

6 SCHEDULES & DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS

SHEET TYPE SUB SERIES

1-9 INDICATES SUB SERIES TYPE

AS REQUIRED

SHEET SEQUENCE

01-99

ARCHITECTURAL:

D DEMO

S SITE

E ELEMENTS

I INTERIORS

F FINISHES

G GRAPHICS

INTERIORS:

D DEMO

N DESIGN

F FURNISHINGS

G GRAPHICS

EQUIPMENT:

A ATHLETIC

B BANK

C CANTEEN

D DOCK

E EDUCATIONAL

F FOOD SERVICE

H HOSPITAL

L LABORATORY

M MAINTENANCE

P PARKING LOT

R CANTEEN RETAIL

S SITE

T TEXTILE CARE

(LAUNDRY)

V VIDEO

KEY PLAN AREA

A NOT USED

B VA MEDICAL CENTER (VAMC)

C LAUNDRY FACILITY

D CENTRAL UTILITY PLAN (CUP)

E NORTH PARKING STRUCTURE

F SOUTH PARKING STRUCTURE

G MAINTENANCE BUILDING

H SMOKING SHELTERS

I NOT USED

J GUARD HOUSES

K WATER TOWER

L ELECTRICAL SERVICE BUILDINGS

M BUS SHELTER

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

SHEET INDEX ID:

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

/26

/20

4:

:07 P

M

20NOV2020

AE0000

BUILDING AREA DESIGNATION PLAN -

ARCHITECTURE

WJ MG

Louisville, Kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

0.01.08 MISC-AE0000-ARCHITECTURAL

20NOV2020

SCALE: NOT TO SCALE1 BUILDING AREA DESIGNATION PLAN

PHB CERTIFIED FINAL 20NOV2020

ARIMS: 200A Disposition: Maintain for 15yrs after construction

As A w ar de d

A ug us t 2

W

2Q

R

C

/W

2Q

R

R

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING

UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm ³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU…