15.1021.07 - Updated Bid Drawings.pdf

ALTERNATE DEDUCT

#1 REMOVE NEW DOOR AT EXISTING SECOND-LEVEL STOREFRONT AND STEEL HANDRAIL:

REMOVE 3'-0'x7'-0" STOREFRONT DOOR AND ASSOCIATED, EXISTING STOREFRONT MODIFICATIONS

FOR ROOFTOP ACCESS FROM SCOPE. REMOVE STEEL HANDRAIL ON EXISTING CANOPY FROM

SCOPE.

#2 REMOVE AND REPLACE EXISTING BOLLARDS AND PLANTERS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% Construction Documents 6/1/20

95% Construction Documents 4/17/20

65% Design Development 11/27/19

35% Schematic Design 03/27/19

Bid Documents 8/19/20

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

V A

V

IS

N v m v a n d e rw o u d e

.r v t

/1

/2

:2

:5

P

M

GI000

COVER SHEET EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 JF MAE

757-19-202

EXPAND EXISTING EMERGENCY DISTRIBUTION

PANEL BOARD & ADD COOLING TO

SUBSTATION ROOM

DEPARTMENT OF VETERANS AFFAIRS

CHALMERS P. WYLIE VAACC

BID DOCUMENTS

BID DOCUMENTS

FULLY SPRINKLERED

SHEET LIST

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS & LIFE SAFETY PLAN

STRUCTURAL

SI001 GENERAL NOTES

SB101 FOUNDATION AND FRAMING PLANS

SF501 FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 DOOR AND WALL TYPE SCHEDULES

AS101 ARCHITECTURAL SITE PLAN

AE101 FIRST FLOOR PARTIAL DEMOLITION PLAN

AE102 FIRST FLOOR PARTIAL FLOOR PLAN

AE103 FIRST FLOOR PARTIAL ROOF AND REFLECTED CEILING PLAN

AE201 CANOPY ELEVATIONS

AE202 SCREENWALL ELEVATIONS AND DETAILS

AE301 CANOPY WALL SECTIONS

AE302 CANOPY DETAILS

MECHANICAL

H000 HVAC LEGENDS

H101 PARTIAL FIRST FLOOR HVAC PLAN

H500 HVAC SCHEDULES AND DETAILS

ELECTRICAL

E100 ELECTRICAL SCHEDULES AND DETAILS

E101 PARTIAL FIRST FLOOR ELECTRICAL PLAN

Contact:Contact: Contact:

DYNAMIX ENGINEERING

MECHANICAL, ELECTRICAL &

PLUMBING

Michael Spengler

Project Coordinator / Sr.

Mechanical Engineer

COLUMBUS VA AMBULATORY

CARE CENTER

Phil Bruno

Project COR

420 N. James Road Columbus, OH 43219 p: 614.257.5719 e: philip.bruno1@va.gov

OWNER

GUIDON DESIGN INC.

Mark VanderWoude

Sr. Project Manager / Engineer

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

CIVIL, STRUCTURAL

ENGINEER, AND ARCHITECT

855 Grandview Avenue Suite 300 Columbus, OH 43215 p: 614.433.1178 x 277 e: mspengler@dynamix-ltd.com

AREA MAP

VICINITY MAP

PROJECT SITE

PROJECT SITE

Revisions: Date:

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

NPFA, NATIONAL FIRE PROTECTION ASSOCIATION FULL LISTING OF CURRENT CODES,

INCLUDING BUT NOT LIMITED TO:

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 72 FIRE ALARM CODE

NFPA 70, NEC NATIONAL ELECTRICAL CODE

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS

NFPA 88A STANDARD FOR PARKING STRUCTURES

NFPA 99 HEALTHCARE FACILITIES CODE

NPFA 101 LIFE SAFETY CODE

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND

DEMOLITION OPERATIONS

ICC CODES, IINTERNATIONAL CODE COUNCIL FULL LISTING OF CURRENT CODES,

INCLUDING BUT NOT LIMITED TO:

INTERNATIONAL BUILDING CODE

INTERNATIONAL PLUMBING CODE

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL FUEL GAS CODE

INTERNATIONAL FIRE CODE

INTERNATIONAL ENERGY AND CONSERVATION CODE

ASHRAE STANDARDS, AS REFERENCED WITHIN OTHER CODES INCLUDING, BUT NOT

LIMITED TO:

STANDARD 170-2017, VENTILATION OF HEALTHCARE FACILITIES

SSTANDARD 188-2018, LEGIONELLOSIS: RISK MANAGEMENT FOR BUILDING WATER

SYSTEMS

ACCESSIBILITY CODES

ADAAG, ADA ACCESSIBILITY GUIDELINES

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

SYSTEMS RELATING TO MAINTENANCE OF FACILITIES

OSHA, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS.

CODES AND GUIDELINES REFERENCED WITHIN NFPA AND ICC CODES ARE TO ALSO BE

FOLLOWED AND APPLIED TO ALL DESIGN AND CONSTRUCTION. REFER TO VA MANUAL

PG-18-3, SPECIFICATIONS FOR ADDITIONAL CODES, STANDARDS, GUIDELINES, AND

REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING WORK

COMPLIANT WITH OSHA, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

STANDARDS.

VA Directives, Design Manuals, Master Specifications, VA National Cad Standard Application Guide,and other Guidance on the Technical Information Library (Til), www.cfm.va.gov/til/.

VA DESIGN GUIDES - https://www.cfm.va.gov/til/dGuide.asp ARCHITECTURAL - https://www.cfm.va.gov/til/dManual/dmARhosp.pdf ASBESTOS ABATEMENT - https://www.cfm.va.gov/til/dManual/dmASBhosp.pdf

CRITICAL PATH METHOD SCHEDULE & RISK MANAGEMENT FOR A/E

VOLUME 1- https://www.cfm.va.gov/til/dManual/dmCPM1.pdf VOLUME 2 - https://www.cfm.va.gov/til/dManual/dmCPM2.pdf ELECTRICAL - https://www.cfm.va.gov/til/dManual/dmElec.pdf ELEVATORS - https://www.cfm.va.gov/til/dManual/dmElev.pdf EQUIPMENT - https://www.cfm.va.gov/til/dManual/dmEQhosp.doc ESTIMATING - https://www.cfm.va.gov/til/dManual/dmCost.pd FIRE PROTECTION - https://www.cfm.va.gov/til/dManual/dmFire.pdf HVAC - https://www.cfm.va.gov/til/dManual/dmHVAC.pd INTERIOR DESIGN - https://www.cfm.va.gov/til/dManual/dmIDhonh.pdf LIGHTING DESIGN - https://www.cfm.va.gov/til/dManual/dmLighting.pdf

PHYSICAL SECURITY

LIFE SAFETY PROTECTED FACILITIES -

https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecLS.pdf MISSION CRITICAL FACILITIES - https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecMC.pdf APPENDIX Aa – https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecAppAa.xlsx APPENDIX Ab – https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecAppAb.pd APPENDIX Ac – https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecAppAc.pdf APPENDIX B – https://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecAppB.xlsx PLUMBING - https://www.cfm.va.gov/til/dManual/dmPlbg.pdf SITE PARKING - https://www.cfm.va.gov/til/dManual/dmParking.pdf SITE DEVELOPMENT - https://www.cfm.va.gov/til/dManual/dmSITE.pdf SITE APPENDIX - https://www.cfm.va.gov/til/dManual/dmSITEAppendix.pdf

STEAM, HEATING, HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS

VOLUME1 – https://www.cfm.va.gov/til/dManual/dmSm01.pdf VOLUME 2 – https://www.cfm.va.gov/til/dManual/dmSm02.pdf VOLUME 3 – https://www.cfm.va.gov/til/dManual/dmSm03.pdf

STRUCTURAL

A. ANCILLARY FACILITY - https://www.cfm.va.gov/til/dManual/dmSTaf.pdf B. ENERGY CENTER - https://www.cfm.va.gov/til/dManual/dmSTec.pdf C. MEDICAL UNIT - https://www.cfm.va.gov/til/dManual/dmSThosp.pdf D. NURSING HOME - https://www.cfm.va.gov/til/dManual/dmSTnhdb.pd E. PARKING STRUCTURE - https://www.cfm.va.gov/til/dManual/dmSTpark.pdf F. REGIONAL OFFICE - https://www.cfm.va.gov/til/dManual/dmSTro.pdf G. SEISMIC RETROFIT - https://www.cfm.va.gov/til/dManual/dmSTseis.pdf SUSTAINABILITY, https://www.cfm.va.gov/til/sustain/dmSustain.pdf TELECOMMUNICATIONS, https://www.cfm.va.gov/til/dManual/dmTelecomm.pdf

GOVERNING CODES

VA DESIGN MANUALS PG-18-10

CODE ANALYSIS LEGEND

NEW CANOPY AND EMERGENCY DISTRIBUTION

PANEL ACCESS (PROJECT SCOPE)

EXISTING 2-HR SEPARATION BETWEEN B-AMBULATORY CARE

AND HEALTHCARE OCCUPANCIES

B-AMBULATORY CARE OCCUPANCY HEALTHCARE OCCUPANCY

7.5

8.1

8.5

OUTLINE OF

NEW CANOPY

ABOVE

CORR

1A012

EMERGENCY

DISTRIBUTION

1A013

ELECTRICAL

1A360

Room

1A340

MECHANICAL

1A350

Room

1A351

Room

1A014

STAIRS

1S002 VESTIBULE

1A016Room

1A015

ELEV.

S1

Room

1B224

Room

1B223

CORR

1B004

Room

1A026

Room

1S003

CORR

1A017

Room

1A072

15' - 1 1/4" 5' - 0"

P R

O J E

C T

B O

U N

D A

R Y

PROJECT

BOUNDARY

EXIT 5'

LINE OF

EXISTING

CANOPY ABOVE

1'

/8

K J

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101 (LSC). DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC

HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES, THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE NEW CANOPY WILL ATTACH TO THE EAST WALL AND NORTH ENTRY SIDE OF THE EXISTING BUILDING. A NEW, EXTERIOR METAL CLADDING SYSTEM WILL BE USED TO MATCH THE EXISTING CLADDING OF THE BUILDING. A SCREENWALL BE INSTALLED TO CONCEAL THE NEW MECHANICAL EQUIPMENT THAT WILL BE PLACED ON TOP OF THE CANOPY ROOF. ADJUSTMENTS TO THE EXISTING STRUCTURE WILL BE MADE, AS REQUIRED, TO MAKE THE ATTACHMENTS. CHANGES TO THE EXISTING DOORS TO BE MADE, AS NEEDED TO MAINTAIN EGRESS PATHS.

THE CONSTRUCTION TYPE IS DETERMINED BASED UPON THE ALLOWABLE AREA AND HEIGHT REQUIREMENTS OF CHAPTER 5 OF THE 2015 IBC. CONSTRUCTION TYPE AND

MATERIALS SHALL BE PER CHAPTER 6 OF THE IBC FOR TYPE II-A.

1. OCCUPANCY TYPE: B - AMBULATORY CARE, IBC CHAPTER 3/LSC CHAPTER 22

2. CONSTRUCTION TYPE: IIA (IBC CHAPTER 5)

3. FIRE RESISTIVE RATINGS TYPE IIA CONSTRUCTION, CHAPTER 6 IBC/NFPA 101:

STRUCTURAL FRAME: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

BEARING WALLS

EXTERIOR: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

NON-BEARING WALLS AND PARTITIONS

EXTERIOR:

<30' SEPARATION NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

>30' SEPARATION NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 1-HOUR FIRE-RESISTIVE

FLOOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

ROOF: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

4. STRUCTURAL DESIGN SHALL COMPLY WITH CHAPTER 16 OF THE IBC.

5. ALLOWABLE HEIGHT: 65 FT (IBC, TABLE 504.3)

6. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN: 5 (IBC, TABLE 504.4)

7. ALLOWABLE AREA: BASED UPON B-AMBULATORY CARE OCCUPANCY, II-A CONSTRUCTION TYPE, AND NOT SPRINKLED: ALLOWABLE AREA: 37,500 (IBC, TABLE 506.2)

8. BUILDING SEPARATION: BASED ON A 30' FIRE SEPARATION DISTANCE A 0 -HOUR FIRE RESISTANCE WALL RATING IS REQUIRED. (IBC, TABLE 602)

9. MEANS OF EGRESS

• CLEAR WIDTH OF CORRIDORS SHALL BE CLEAR 44 INCHES.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 32 INCHES

• NOT LESS THAN 2 EXITS SHALL BE PROVIDED PER FLOOR.

• MAXIMUM TRAVEL DISTANCE, FULLY SPRINKLED: 200 FEET (LSC 20.2.6.1)

• COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET (LSC 38.2.5.3.1)

• DEAD END CORRIDORS SHALL NOT EXCEED 50 FEET. (LSC 38.2.5.2.1)

• MEANS OF EGRESS SHALL BE ILLUMINATED PER 7.9. (LSC 20.2.8.2.8)

• EXIT SIGNAGE SHALL BE PROVIDED. (LSC 38.2.10)

10. INTERIOR FINISH

• WALLS AND CEILINGS: INTERIOR FINISH FLAME SPREAD SHALL BE LIMITED PER CHAPTER 8 OF THE NFPA 101 TO CLASS A, B AND C MATERIALS. INTERIOR WALL AND

CEILING FINISH SHALL BE CLASS A OR CLASS B IN EXITS, CORRIDORS AND LOBBIES; AND CLASS A, CLASS B, OR CLASS C IN ALL OTHER AREAS. (LSC 38.3.3)

• · CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

• · CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450.

• · CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450

11. CONSTRUCTION BARRIERS CONSTRUCTED ALONG MEANS OF EGRESS SHALL BE CONSTRUCTED AND MAINTAINED PER NFPA 241.

CODE ANALYSIS - NFPA 101, AMBULARTORY CARE CHAPTER 22

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% Construction Documents 6/1/20

95% Construction Documents 4/17/20

65% Design Development 11/27/19

35% Schematic Design 03/27/19

Bid Documents 8/19/20

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

V A

V

IS

N v m v a n d e rw o u d e

.r v t

/1

/2

:2

:0

P

M

GI101

CODE ANALYSIS & LIFE SAFETY

PLAN

EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 JF MAE

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/64" = 1'-0"GI101

3 OVERALL LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"GI101

4 FIRST FLOOR PLAN - LIFE SAFETY ADDITION AND RENOVATION

N N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

.0

E le c tr ic P a n e l V m v a n d e rw o u d e

.r v t

/1

/2

:1

:0

P

M

SI001

GENERAL NOTES EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 MAV ADK

BID DOCUMENTS

FULLY SPRINKLERED

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.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

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. 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)

2. 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. CONCRETE CURING COMPOUND

4. CONCRETE JOINT SEALANT

5. WATER STOPS

6. EXPANSION ANCHORS

7. ADHESIVE ANCHORS

8. NON-SHRINK GROUT

FOUNDATIONS

FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED ALLOWABLE CAPACITIES OF 2500 PSF. CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL ENGINEER TO REVIEW THE SOIL CONDITIONS AT THE SITE AS NECESSARY 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.

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.

FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD REPORTS

SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME AVAILABLE.

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 CLEANED AND HAND TAMPED TO UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED.

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.

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

RETAINING WALLS AND CURBS/SIDEWALKS/SLABS EXPOSED TO DE-ICERS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 517 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: 0.45

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: 6.0% +/- 1%

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.

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.

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.

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.

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.

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.

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.

ALL STRUCTURAL STEEL 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.

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.

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE.

DEAD LOAD: 10 PSF

LIVE LOAD: 20 PSF

MECHANICAL UNIT LOAD: 66 PSF

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (PG) = 20 PSF

2. MINIMUM APPLIED SNOW LOWAD = 20 PSF

3. SNOW EXPOSURE FACTOR (CE) = 1.0

4. THERMAL FACTOR (CT) = 1.2

5. SNOW LOAD IMPORTANCE FACTOR (IS) = .8

6. DRIFT LOAD: 47 PSF AT FACE OF BUILDING DRIFTING OVER 8 FT TO BASE SNOW LOAD

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST) = 115 MPH

2. WIND LOAD IMPORTANCE FACTOR (IW) = 0.8

3. WIND EXPOSURE = B

4. WIND DESIGN PRESSURE (P) = 57 PLF ALONG SOFFIT

EARTHQUAKE DESIGN DATA

1. SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.177

2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.061

3. SEISMIC IMPORTANCE FACTOR (IE) = 1.0

4. OCCUPANCY CATEGORY = IV

5. SEISMIC DESIGN CATEGORY = B

6. SITE CLASSIFICATION = D

7. SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT (SDS) = 0.189

8. 1-SECOND SPECTRAL RESPONSE COEFFICIENT (SD1) = 0.098

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

RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

10. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

11. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

DESCRIPTION

F'C

PSI,

MIX

MAXIMUM

CHLORIDE

ION

CONTENT

MAX

W/C

RATIO

AVERAGE

ENTRAINED

AIR

MINIMUM

CEMENTITIOUS

MATERIALS

CONTENT,

LB/CYD

MAXIMUM

SLUMP

MAXIMUM SLUMP FOR

CONCRETE CONTAINING

HIGH-RANGE WATER-

REDUCING

ADMIXTURE

MAXIMUM

COARSE

AGGREGATE

SIZE

FOUNDATIONS &

PILE CAPS

4000 STD 0.30% 0.48 N/A 470 4" 8" AAC 1.5"

RETAINING WALLS &

CURBS/SIDEWALKS/SLABS

EXPOSED TO DE-ICERS

4000 CNA 0.15% 0.45 6% +/- 1% 517 4" 8" AAC 1"

NOTES:

1. "STD" INDICATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION WHICH DOES NOT REQUIRE A SILICA FUME, GGBS/FLY ASH OR

CALCIUM NITRITE ADMIXTURE.

2. "CNA" INDICATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION WHICH CONTAINS 3 GAL/CYD OF CALCIUM NITRITE CORROSION-

INHIBITOR ADMIXTURE.

3. "SF" INDICATES A CONCRETE MIX DESIGN WITH 1.5 LBS STRUCTURAL FIBERS PER CYD OF CONCRETE.

4. "AAC" MEANS SLUMP IS AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR

THE VETERANS AFFAIRS DEPARTMENT

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY

NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PREFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

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.

JK

C8.5

C8.1

C7.5

SF501

16' - 0"

EXISTING COLUMN

2'

/4

2'

6'

/4

EXISTING COLUMN

EXISTING COLUMN

EXISTING BUILDING

EXISTING BUILDING

14' - 0" 2' - 6"

3'

4" SLAB ON GRADE W/ WELDED WIRE FABRIC.

T/SLAB = MATCH EXISTING

CJ

CJ

CJ

CJ

CJ

JK

C8.5

C8.1

C7.5

W10X19

W10X19

W10X19

W10X19

W10X19

W10X19

W10X19

W10X19

W10X19

W10X19

W X

W X

W X

E X

IS

T

IN

G

W

X

B E

A M

E X

IS

T

IN

G

W

X

B E

A M

HSS5X5X3/16

HSS5X5X3/16

HSS5X5X3/16

HSS5X5X3/16

16' - 0"

EXISTING COLUMN

3/ 4"

E

Q . S

P A

C E

S

E Q

. S P

A C

E S

E

Q . S

P A

C E

S

SF501

W X

W X

W X

SF501

SF501

EXISTING COLUMN

EXISTING COLUMN

2' - 4" 13' - 8"

K

K

K

K

NOTES:

1. ALL CONNECTIONS TO BE DESIGNED FOR A MINIMUM 6 KIPS IN SHEAR UNLESS NOTED OTHERWISE

2. REFERENCE FINISH FLOOR ELEVATION = 100'-0" = EXISTING HOSPITAL FINISH FLOOR

3. T/STEEL = 115'-5 1/2". CONTRACTOR TO FIELD VERIFY EXISTING T/STEEL.

4. CONTRACTOR TO FIELD VEIRFY ALL EXISTING BEAM SIZES

EXISTING CANOPY

EXISTING BUILDING

1 1/2" 20

GAGE METAL

ROOF DECK

SB101

8' - 2"

6' - 2" 2' - 0"

8' - 2"

8' - 2"

2'

/4

SEE SCREENWALL

FRAMING PLAN FOR

COLUMN SIZE, TYP

1/

2"

/4

6'

W X

W X

W X

C8.5

C8.1

8' - 2"

SF501

/4

2'

4'

3/ 4"

9'

/4

7'

/4

1' - 9 1/2"

1' - 9 1/2"

1' - 9 1/2"

1'

/2

L3X3X3/8 KICKER, TYP

HSS5X5X3/16

HSS5X5X3/16

HSS5X5X3/16

HSS5X5X3/16

HSS5X5X3/16

HSS4X4X1/4

H S

S X

X

/4

H S

S X

X

/4

H S

S X

X

/4

JK

C8.5

C8.1

C7.5

SF501

16' - 0"

/4

/4

2'

6'

EXISTING COLUMN

/4

2'

6'

/4

EXISTING COLUMN

EXISTING COLUMN

EXISTING BUILDING

EXISTING BUILDING

T/FTG = 98' - 6" TYP

4'X4'X12" SPREAD

FOOTING, TYP

3'x3' CONCRETE PIER, TYP

T/PIER = MATCH

EXISTING SLAB, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

.0

E le c tr ic P a n e l V m v a n d e rw o u d e

.r v t

/1

/2

:1

:5

P

M

SB101

FOUNDATION AND FRAMING

PLANS

EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 MAV ADK

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"SB101

2 SLAB ON GRADE PLAN

SCALE: 1/4" = 1'-0"SB101

3 FRAMING PLAN

NN

SCALE: 3/8" = 1'-0"SB101

4 SCREENWALL FRAMING PLAN

NOTES:

1. ALL CONNECTIONS TO BE DESIGNED FOR A MINIMUM 6 KIPS IN SHEAR UNLESS NOTED

OTHERWISE

2. REFERENCE FINISH FLOOR ELEVATION = 100'-0" = EXISTING HOSPITAL FINISH FLOOR

3. THREE BEAMS BEAMS CONNECTING COLUMN TO COLUMN. T/STL = 116'-11",

T/STL = 119'-3", AND T/STL = 121'-7"

SCALE: 1/4" = 1'-0"SB101

1 FOUNDATION PLAN

PROVIDE 1/2" ISOLATION

JOINT AGAINST EXISTING

BUILDING

DRILL AND EPOXY #4 BARS @

36" INTO EXISTING SLAB.

ENSURE PROPER

DEVELOPMENT LENGTH PER ACI

N

5/8" Ø PUDDLE WELD, TYP

3 - #10 TEX SIDELAP FASTENERS

EACH JOIST SPACE

36/4 WELD PATTERN AT ALL SUPPORTS

WELD REQUIRED AT ALL

SIDELAP SUPPORT POINTS

NOTE: WELD THROUGH MULTIPLE SHEETS AT ALL END AND SIDE

LAPS END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS

1 1/2" WIDE RIB, 20 GAGE METAL ROOF

DECK - MINIMUM THREE SPAN CONDITION.

S E E P

LA

N

S E E P

LA

N

S E E P

LA

N

S H E E T W

ID

T H

J

(8) #6 BARS TOP AND BOTTOM

T/FTG =

PER PLAN

T/PIER

PER PLAN

COLUMN PER PLAN

PIER PER PLAN

FOOTING PER PLAN

TYP

3" CLR

(4) #5 BARS

#4 TIES @ 6"

1/2" ISOLATION JOINT

1'

1'

M

IN

2'

#4 TIES @ 3"

SLAB PER PLANEXISTING SLAB

DRILL AND EPOXY #4 BARS @ 36" INTO

EXISTING SLAB. ENSURE PROPER

DEVELOPMENT LENGTH PER ACI

K

CONTINUOUS BENT PLATE

1/2"

STANDARD

AISC SHEAR

CONNECTION

EXISTING BUILDING

ROOF DECK PER PLAN

3/16" 2-12

BEAM PER PLAN

T/STEEL =

PER PLAN

4"

2' - 4"

3 1/2"

3"

K

SINGLE ANGLE SHEAR

CONNECTION

EXISTING BEAM PER PLAN

BEAM PER PLAN

T/STEEL =

PER PLAN

ROOF DECK PER PLAN

BEAM PER PLAN

STANDARD AISC SHEAR

CONNECTION

COLUMN PER PLAN

2 1/2"

L3X3X1/4"

CONTINOUS

3/16" 2-12

T/STEEL =

PER PLAN

1'

4"

T/STL = 119'-3"

T/STL = PER PLAN

T/STL = 121'-7"

T/STL = 116'-11"

PROVIDE 1/4" CAP PLATE

SCREENWALL COLUMN PER PLAN

KICKER PER PLAN

SCREENWALL BEAM PER

PLAN, TYP

3/16

3/16

4"

4"

BEAM PER PLAN ROOF DECK PER PLAN

1/2"

SCREENWALL PANEL. SEE ARCH

W / A

R C

H

C O

O R

D

IN

A T

E

3/4" DIA BOLT, TYP

3/8" PLATE, TYP

SEE BASEPLATE

DETAIL 7/SF501

PLAN SECTION

COLUMN PER PLAN

LEVELING

NUTS

3/4" DIA. ANCHOR RODS W/

12" MIN EMBEDMENT.

HEAVY HEX NUT

AND WASHER

1 1/2" 1 1/2"

1/

2"

1/ 2"

G R

O U

T 2"

N O

N -S

H R

IN

K

5/16

1'

1' - 0"1" THICK BASE PLATE. USE PROVIDE HOLES

AND PLATE WASHERS IN ACCORDANCE WITH

AISC RECOMMENDATIONS FOR ANCHOR RODS.

1/4" END PLATE, TYP

3/16

TYP

3/8"X4""X4" PLATE W/ 3/4"

DIA BOLT GALV, TYP

PROVIDE 1/4" CAP PLATE, TYP

3/8"X6"X4" PLATE, TYP

3/16

TYP

COLUMN PER PLAN

BEAM PER PLAN, TYP

3/16"

3/16"

4"

6"

4"

2" VARIES 2"

2"

1/ 4"

2"

3/ 4"

SCREENWALL COLUMN PER PLAN2" 2"

1/2" PLATE

WITH 3/4" DIA

A325 BOLTS

1/4"

BEAM PER PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

.0

E le c tr ic P a n e l V m v a n d e rw o u d e

.r v t

/1

/2

:1

:0

P

M

SF501

FRAMING SECTIONS AND DETAILS EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 MAV ADK

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/4" = 1'-0"SF501

1 TYPICAL DECK WELDING PATTERN

SCALE: 1" = 1'-0"SF501

5 FOUNDATION SECTION

SCALE: 1 1/2" = 1'-0"SF501

3 FRAMING SECTION

SCALE: 1 1/2" = 1'-0"SF501

2 FRAMING SECTION

SCALE: 1 1/2" = 1'-0"SF501

4 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

9 SCREENWALL FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

6 TYPICAL FOUNDATION BASE PLATE

SCALE: 1 1/2" = 1'-0"SF501

8 SCREENWALL COLUMN CONNECTION

SCALE: 1 1/2" = 1'-0"SF501

7 SCREENWALL COLUMN BASEPLATE

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

INCANDESCENT SURFACE MOUNT LIGHTING

EXIT LIGHTING

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

AMT AMOUNT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

AUX AUXILIARY

AVG AVERAGE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

B PL BASE PLATE

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRCG BRACING

BRKT BRACKET

CLG COUNTERFLASHING

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONSTR CONSTRUCTION

CONT CONTINUE

CORR CORRIDOR

CTR CENTER

CTRL CONTROL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

O/O OUT TO OUT

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

PERIM PERIMETER

PLYWD PLYWOOD

PROJ PROJECT

PROP PROPERTY

PTN PARTITION

QTY QUANTITY

QUAL QUALITY

RCP REFLECTED CEILING PLAN

REQD REQUIRED

RV ROOF VENT

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFR WOOD FRAME

WPM WATERPROOF MEMBRANE

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

GENERAL CONSTRUCTION NOTES

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. FLOOR ELEVATION 100’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

17. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

18. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

19. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

23. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE OWNERS REP / COR, SHALL BE

PROVIDED.

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

FAS FASCIA

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FF FINISH FACE

FIN FINISH

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FO FINISHED OPENING

FRMG FRAMING

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

GA GAGE OR GYPSUM ASSOCIATION

GALV GALVANIC OR GALVANIZED

GC GENERAL CONTRACTOR

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

H HIGH

HDW HARDWARE

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

JT JOINT

LBS POUND

LF LINEAR FEET (FOOT)

LRG LARGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LVR LOUVER

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MTD MOUNTED

MTG MOUNTING

MTL METAL

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

TEMPORARY IC

BARRIER WALL

CONSTRUCTION EXISTING DOOR

SBSTR SUBSTRATE

SCP SCUPPER

SDG SIDING

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SPKLR SPRINKLER

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

TEMP TEMPERATURE OR TEMPORARY

THK THICKNESS

THRU THROUGH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOS TOP OF STEEL

TRTD TREATED

TYP TYPICAL

UTIL UTILITY

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

T

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% Construction Documents 6/1/20

95% Construction Documents 4/17/20

65% Design Development 11/27/19

35% Schematic Design 03/27/19

Bid Documents 8/19/20

C U s e rs

\m v a n d e rw o u d e \D o c u m e n ts \1

.1

V A

V

IS

N v m v a n d e rw o u d e

.r v t

/1

/2

:2

:1

P

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

EXPAND EXISTING EMERGENCY

DISTRIBUTION PANEL BOARD & ADD

COOLING TO SUBSTATION ROOM

CHALMERS P. WYLIE VAACC

757-19-202

1A

3/5/2021 JF MAE

BID DOCUMENTS

FULLY SPRINKLERED

S2

AS SCHEDULED 2" TYP

7'

A S

S C

H E

D U

LE

D

AS SCHEDULED

AE002

TYP

AE002

TYP

DOOR AND FRAME TYPE LEGEND

FL

DOOR TYPE ABBREVIATIONS

FL FLUSH

SF STOREFRONT

DOOR MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

FRAME TYPE ABBREVIATIONS

S2 SINGLE / 2" HEAD

W2 DOUBLE w/DIFFERENT WIDTH / 2" HEAD

FRAME MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

ANOD ANODIZED

SF1

A S

S C

H E

D U

LE

D

AS SCHEDULED

SF

A S

S C

H E

D U

LE

D

AS SCHEDULED

FL FL

BA

1. PROVIDE CARD READER AND ASSOCIATED ACCESSORIES. PROVIDE

ELECTRIC STRIKE AND OR ELECTRIFIED EXIT DEVICES AS REQUIRED. REFER