659-22-103_Construct Entry Canopies_Drawings.pdf

ARCHITECTS + ENGINEERS:

1601 BRENNER AVENUE

SALISBURY, NC 28144

PROJECT LOCATION:

W.G. (BILL) HEFNER VA MEDICAL CENTER

PROJECT TITLE:

A&E SERVICES CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND PARKING GARAGE

BUILDING NUMBER:

2, 21, 42, AND PARKING GARAGE

3300 Dundee Rd.

Northbrook, IL 60062 www.bancroft-ae.com

BANCROFT ARCHITECTS +

ENGINEERS

VA CONTRACT NO. VA36C24621C0050

VA PROJECT NO. 659-22-103

BANCROFT-AE PROJECT NO. 21-106

PROJECT NUMBERS:

U.S. Department of Veterans Affairs

JUNE 02, 2022

N

NOT TO SCALE

REGIONAL LOCATION MAP

CONSTRUCTION BID DOCUMENTS

CAMPUS LOCATION

N

NOT TO SCALE

CAMPUS SITE MAP

N

NOT TO SCALE

STATE MAP

ARCHITECT

PROFESSIONAL SEALS

ELECTRICAL

STRUCTURAL

Director:

DATE_____

Supervisory Projects Engineer:

DATE_____

Deputy Director:

DATE_____

VA Project Engineer:

DATE_____

VP of FMS:

DATE_____

DATE_____

PLUMBING

SALISBURY, NC

STATESVILLE BLVD

BR

EN

NE

R

AV

E

JAKE ALEXANDER BLVD W

S MAIN ST

HWY 85

INNES ST

MOORESVILLE RD

LO

NG ST

STRUCTURAL ENGINEER:

330 S. Naperville Rd, Suite 300 Wheaton, IL 60187

JOHNSON, WILBUR, ADAMS INC.

GENERAL - COVER SHEET

CZ CR G001

Project Number

Building Number

Drawing Number

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Location

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DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022 crollins Dennis 06022022 crollins Dennis 06022022

GENERAL - DRAWING INDEX

XX XX G002

Project Number

Building Number

Drawing Number

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Location

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DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

GENERAL - BASIS OF DESIGN PROTOCOLS

XX XX GI001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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A

B

C

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

GENERAL - NOTES

XX XX GI002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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F

A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

GENERAL - NOTES

XX XX GI003

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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CONSTRUCTION BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

CIVIL - BUILDING 2 - EXISTING SITE SURVEY

CZ CR 2-VS101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

CIVIL - BUILDING 21 - EXISTING SITE SURVEY

CZ CR 21-VS101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

CIVIL - BUILDING 42 - EXISTING SITE SURVEY

CZ CR 42-VS101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

CIVIL - PARKING GARAGE - EXISTING SITE

SURVEY

CZ CR PG-VS101

1 GENERAL NOTES

1.1. CODES AND DESIGN CRITERIA

a BUILDING CODE: INTERNATIONAL BUILDING CODE 2018 b RISK CATEGORY II

1.2. DESIGN LOADS

a ROOF LOAD

DEAD LOAD 20 PSF

LIVE LOAD 20 PSF

b ROOF STEEL BAR JOIST

DEAD LOAD TOP CHORD 15 PSF

DEAD LOAD BOTTOM CHORD 5 PSF

LIVE LOAD TOP CHORD 30 PSF

BEND CHECK BOTTOM CHORD LOAD 300 lbs (ANY

LOCATION)

c MECHANICAL EQUIPMENT SEE PLAN d SNOW LOAD

GROUND SNOW LOAD Pg 15 PSF IMPORTANCE FACTOR Is 1.0 SNOW EXPOSURE FACTOR Ce 1.0 SNOW THERMAL FACTOR Ct 1.2 FLAT ROOF SNOW LOAD Pf 15 PSF e WIND LOADS (ASCE7-16)

MWFRS

BASIC WIND SPEED 115 mph (3 SEC GUST)

RISK CATEGORY II

WIND EXPOSURE C

OPEN STRUCTURE

COMPONENTS & CLADDING

TRIBUTARY AREA>100 SQUARE FEET

ROOF ZONE 1 +16/-17 PSF

ROOF ZONE 2 +16/-23 PSF

ROOF ZONE 3 +16/-27 PSF

TRIBUTARY AREA 10 SQUARE FEET

ROOF ZONE 1 +16/-17 PSF

ROOF ZONE 2 +16/-23 PSF

ROOF ZONE 3 +16/-27 PSF

FASCIA (TRIBUTARY AREA < 10 SQUARE FEET)

WALL ZONE 4 +16/-18 PSF

WALL ZONE 5 +16/-20 PSF

NET WIND UPLIFT (ASCE7-10)

f SEISMIC LOADS

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR 1.0

Ss .17 Sds .182 S .074 Sd1 .119

SITE CLASS D

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL FRAME NOT

DETAILED FOR SEISMIC

RESPONSE MODIFICATION FACTOR R 3

SEISMIC RESPONSE COEFFICIENT Cs .06 DESIGN BASE SHEAR (LRFD) k

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

1.3 GENERAL REQUIREMENTS

a DEFINITIONS

PRIMARY STRUCTURAL SYSTEM IS THE COMPLETED

COMBINATION OF ELEMENTS WHICH SERVE TO

SUPPORT THE BUILDING'S SELF-WEIGHT, THE

APPLICABLE LIVE LOAD, AND THE ENVIRONMENTAL LOADS SUCH AS WIND,

SEISMIC.

PRE-ENGINEERED STRUCTURAL ELEMENTS ARE

STRUCTURAL ELEMENTS WHICH ARE SPECIFIED BY THE OWNER AS DESIGN

DELEGATED ITEMS TO BE THE DESIGN RESPONSIBILITY OF A SPECIALTY

STRUCTURAL ENGINEER (SSE)

SPECIAL INSPECTION IS INSPECTION PERFORMED BY A QUALIFIED PERSON,

APPROVED BY THE BUILDING OFFICIAL, FOR THE TYPES OF WORK REQUIRING

INSPECTION PER THE GOVERNING CODES AND CONTRACT DOCUMENTS.

SPECIALTY STRUCTURAL ENGINEER (SSE) IS A

LICENSED PROFESSIONAL/STRUCTURAL ENGINEER, NOT THE SER, WHO IS

RESPONSIBLE FOR SEALING PLANS AND DESIGNS FOR PRE-ENGINEERED

STRUCTURAL ELEMENTS WHICH ARE NECESSARY FOR THE

STRUCTURE TO BE COMPLETED AND THE OWNER HAS DESIGNATED AS

DESIGN DELEGATED ITEMS.

STRUCTURAL ENGINEER OF RECORD (SER) IS THE STRUCTURAL ENGINEER

WHO IS LEGALLY ELIGIBLE TO SEAL THE STRUCTURAL DOCUMENTS FOR A

BUILDING PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE

PRIMARY STRUCTURAL SYSTEM.

DESIGNATED REPRESENTATIVE FOR CONSTRUCTION (CONTRACTOR) IS

RESPONSIBLE FOR THE OVERALL CONSTRUCTION OF THE PROJECT

INCLUDING PROJECT SCHEDULING, JOB SITE SAFETY AND MEANS AND

METHODS OF CONSTRUCTION.

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

SPECIAL INSPECTOR: A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN

APPROVED AGENCY AND APPROVED BY THE BUILDING OFFICIAL AS HAVING

THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE OF

CONSTRUCTION REQUIRING SPECIAL INSPECTION.

b THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE

SPECIFICATIONS AND THE GEOTECHNICAL REPORT.

c THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND

ARCHITECTURAL DRAWINGS AND WITH THE MECHANICAL CONTRACTOR, THE

LOCATION OF ALL MECHANICAL EQUIPMENT.

d THE CONTRACTOR SHALL NOTIFY COR IF THE WEIGHTS OF MECHANICAL UNITS

ETC. ARE DIFFERENT FROM THE WEIGHTS POSTED ON THE DESIGN

DRAWINGS. DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH

CONSTRUCTION.

e THE CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY DISCREPANCIES

TO AVOID THE POSSIBILITY OF UNNECESSARY FUTURE PROBLEMS AND

POSSIBLE FIELD ORDERS. FAILURE TO DO SO WILL PUT THE FULL

RESPONSIBILITY OF CORRECTION ON THE CONTRACTOR.

f THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND MAKE

NECESSARY INVESTIGATIONS AND FIELD MEASUREMENTS.

g DO NOT SCALE DRAWINGS.

h THE SER HAS NO SUPERVISORY RESPONSIBILITY, HAS NO CONTROL OF OR

RESPONSIBILITY FOR THE MEANS, METHODS, TECHNIQUES, PROCEDURES OR

SEQUENCE OF CONSTRUCTION, HAS NO RESPONSIBILITY FOR THE FAILURE OF

ANY CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH THE

DESIGN DOCUMENTS AND NO RESPONSIBILITY TO DEVISE, IMPLEMENT OR

ENFORCE ANY SAFETY PRECAUTIONS OR PROGRAMS FOR THE PROJECT

2 FOUNDATIONS

2.1 GENERAL

a THE FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE ALLOWABLE

SOIL BEARING PRESSURE OF 1500 PSF.

b SUMMARY OF GEOTECHNICAL DESIGN VALUES

SHALLOW STRIP AND SPREAD FOOTINGS

ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF

DEPTH OF FOOTING BELOW FINISHED GRADE 36”.

c CONTRACTOR SHALL LOCATE ALL EXISTING BELOW GRADE UTILITIES

AND INTERFERENCES PRIOR TO START OF WORK. NOTIFY THE SER OF

ANY INTERFERENCE.

d REFER TO CIVIL DRAWINGS FOR ALL SOIL IMPROVEMENT, SITE

PREPARATION, GRADING, EROSION PROTECTION AND SITE UTILITY

WORK.

e STRIP TOPSOIL OVER THE ENTIRE BUILDING AREA.

f PROTECT ALL EXPOSED SURFACES IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT.

g MAINTAIN ALL EXCAVATIONS FREE OF WATER CONTINUOUSLY h CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING/BRACING OF

EXCAVATIONS.

i ALL SHALLOW FOUNDATIONS SHALL BE LOCATED SHALL BEAR AT

SUFFICIENT DEPTH TO PROVIDE ADEQUATE FROST COVERAGE PER

LOCAL REQUIREMENTS.

j A GEOTECHNICAL TESTING SERVICE SHALL CONFIRM ALL SOIL BEARING

CAPACITIES PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS.

k ALL STRUCTURAL FILL AND GENERAL FILL SHALL MEET THE

REQUIREMENTS OF THE GEOTECHNICAL REPORT INCLUDING MATERIAL

SPECIFICATION AND COMPACTION REQUIREMENTS.

2.2 SHORING AND UNDERPINNING FOUNDATIONS

a SHORING AND UNDERPINNING ARE DESIGNATED AS A DELEGATED

DESIGN ITEMS AND SHALL BE DESIGNED BY THE CONTRACTOR'S

GEOTECHNICAL ENGINEER AND LICENSED PROFESSIONAL ENGINEER.

b ALL SHORING OF EXISTING FOUNDATIONS REQUIRED BY THE

CONTRACTOR DUE TO EXCAVATIONS NEAR EXISTING STRUCTURES AND

UNDERPINNING OF EXISTING FOUNDATIONS AS INDICATED ON THE

DESIGN DRAWINGS IS A DELEGATED DESIGN ITEM AND SHALL BE

DESIGNED BY THE CONTRACTOR'S GEOTECHNICAL AND LICENSED

STRUCTURAL ENGINEERS.

c ANY UNDERPINNING PROCEDURES INDICATED ON THE DESIGN

DRAWINGS ARE CONCEPTUAL ONLY AND SHALL BE CONFIRMED BY THE

CONTRACTOR'S GEOTECHNICAL AND STRUCTURAL ENGINEERS.

d SUBMIT SHORING AND UNDERPINNING PROCEDURES AND SEALED

CALCULATIONS TO THE ARCHITECT FOR RECORD PURPOSES ONLY.

3 CONCRETE CONSTRUCTION

3.1 CAST IN PLACE CONCRETE

a GENERAL REQUIREMENTS

ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-14,

SPECIFICATION FOR STRUCTURAL CONCRETE, EXCEPT AS MODIFIED BY THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

SUBMITTALS

CONCRETE MIXES WITH HISTORICAL TEST DATA.

MATERIAL CERTIFICATES: CEMENT, AGGREGATES, ADMIXTURES, REINFORCING

STEEL

REINFORCING STEEL PLACEMENT DRAWINGS

b PRODUCTS

REINFORCING BARS: ASTM A615 GRADE 60

REINFORCING BARS WELDABLE: ASTM A706 GRADE 60

PLAIN WIRE FABRIC: ASTM A185

AGGREGATES: ASTM C33

WATER: POTABLE ASTM C94

ADMIXTURES

AIR ENTRAINING ASTM C260

CHEMICAL ADMIXTURES ASTM C 494

AIR CONTENT FOR CONCRETE EXPOSED TO WEATHER: 4 TO 7%.

SLUMP: 4"

CONCRETE STRENGTH: F'C 4,000 PSI AT 28 DAYS

MIXING PER ASTM C94

CURING COMPOUNDS: ASTM C309 OR C1315

c EXECUTION

CONCRETE COVER

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

CONCRETE EXPOSED TO EARTH OR WEATHER 2"

CONCRETE NOT EXPOSED TO WEATHER 1-1/2"

ALL FOOTINGS, WALL FOOTINGS, GRADE BEAMS AND PILE/CAISSON CAPS SHALL

BE FORMED UNLESS NOTED.

LAP SPLICE LENGTHS PER ACI 318 CHAPTERS 12 USING A CLASS B SPLICE. ALL

WELDED WIRE FABRIC SHALL BE LAPPED ONE GRID MINIMUM

LOCATE JOINTS AS SHOWN ON PLANS; WHERE NOT SHOWN, CONTROL OR

CONSTRUCTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH ACI

RECOMMENDATIONS I.E., A MAXIMUM PANEL SIZE (IN FEET) EQUAL TO

APPROXIMATELY THREE TIMES THE THICKNESS OF THE SLAB (IN INCHES) IN BOTH

DIRECTIONS.

HOOK ENDS OF BARS INTERRUPTED BY OPENINGS.

HOOK TOP BARS AT ALL CONCRETE EDGES, AT ALL WALL AND SLAB OPENINGS,

PROVIDE 2-#5 BARS X OPENING WIDTH PLUS 4 FEET (2 FEET EACH SIDE) EACH

FACE, UNLESS SHOWN OTHERWISE.

PLACEMENT OF CONCRETE IN COLD WEATHER SHALL COMPLY WITH ACI306

PLACEMENT OF CONCRETE IN HOT WEATHER SHALL COMPLY WITH ACI305

TOLERANCES SHALL MEET ACI 117, ACI 301 AND ACI 318 AS A MINIMUM.

5.2 STEEL BAR JOISTS

a STEEL BAR JOISTS SHALL BE DESIGNED, MANUFACTURED AND

ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE'S (SJI)

CODE OF STANDARD PRACTICE.

b JOISTS SHALL BE DESIGNED FOR THE LOADS INDICATED ABOVE. IN

ADDITION TO THE LIVE LOADS LISTED ABOVE, THE BOTTOM CHORD OF

THE JOISTS SHALL BE DESIGNED FOR A CONCENTRATED LOAD OF 300

LBS AT ANY LOCATION ALONG THE LENGTH OF THE BAR JOIST.

c PROVIDE BRIDGING IN ACCORDANCE WITH SJI REQUIREMENTS.

d MAXIMUM LIVE LOAD DEFLECTION L/360; TOTAL LOAD L/240.

e JOISTS SHALL BE REINFORCED WHERE CONCENTRATED LOADS ARE

PLACED BETWEEN PANEL POINTS IN ACCORDANCE WITH THE JOIST

MANUFACTURER'S RECOMMENDATIONS.

f JOISTS SHALL BE PRIMED PAINTED WITH MANUFACTURER'S STANDARD

PRIMER UNLESS NOTED OTHERWISE IN THE PROJECT SPECIFICATION.

5.3 METAL ROOF DECK (MRD)

a METAL ROOF DECK SHALL CONFORM TO STEEL DECK INSTITUTE

SPECIFICATIONS. METAL ROOF DECK TO BE WIDE RIB 1-1/2" -22 GAGE

STEEL DECK, UNLESS NOTED, WITH NESTING SIDE LAPS LAID 3 SPANS

MINIMUM CONTINUOUS. DECK TO BE GALVANIZED.

b UNLESS NOTED, WELD DECK TO SUPPORT MEMBERS WITH 5/8" PUDDLE

WELDS IN A 36/5 PATTERN. PLACE 5/8" DIAMETER PUDDLE WELDS 6" ON

CENTER AT ALL EDGES OF DECK ADJACENT TO WALLS AND OPENINGS.

c FASTEN SIDE LAPS AT 2'-0" MAXIMUM SPACING WITH #10 HEX WASHER

HEAD SELF-DRILLING SCREWS. WELD WASHERS SHALL BE USED FOR

ALL MATERIAL THICKNESSES LESS THAN .028.

d DO NOT SUSPEND ANYTHING FROM METAL ROOF DECK.

e COAT WELDS AND ABRADED AREAS WITH ZINC RICH GALVANIZING

PRIME PAINT.

f DECK MANUFACTURER SHALL PROVIDE REINFORCING FOR ALL

OPENINGS UP TO 18"X18". ALL OPENINGS SHALL BE REINFORCED WITH

L4X4X3/8 FRAMES SPANNING BETWEEN SUPPORT MEMBERS.

5.4 COLD-FORMED METAL FRAMING

a GENERAL:

REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

PERFORMANCE REQUIREMENTS

AISI "SPECIFICATIONS": CALCULATE STRUCTURAL CHARACTERISTICS

OF COLD-FORMED METAL FRAMING ACCORDING TO AISI'S

"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS"

STRUCTURAL PERFORMANCE: ENGINEER, FABRICATE AND ERECT

COLD-FORMED METAL FRAMING WITH THE MINIMUM PHYSICAL AND

STRUCTURAL PROPERTIES INDICATED ON THE DRAWINGS.

DESIGN LOADS: AS INDICATED ABOVE.

DESIGN FRAMING SYSTEMS TO WITHSTAND DESIGN LOADS WITHOUT

DEFLECTIONS GREATER THAN THE FOLLOWING:

INTERIOR WALLS: LATERAL DEFLECTION OF 1/240 OF THE WALL HEIGHT.

EXTERIOR WALL: LATERAL DEFLECTION OF 1/600 OF THE WALL HEIGHT.

ENGINEERING RESPONSIBILITY: CONTRACTOR TO ENGAGE A

FABRICATOR WHO ASSUMES UNDIVIDED RESPONSIBILITY FOR

ENGINEERING COLD-FORMED METAL FRAMING BY EMPLOYING A

QUALIFIED SSE TO PREPARE DESIGN CALCULATIONS, SHOP DRAWINGS,

AND OTHER STRUCTURAL DATA.

SUBMITTALS: SUBMIT SHOPS DRAWINGS AND CALCULATIONS SEALED

BY A LICENSED STRUCTURAL ENGINEER.

ALL WELDING SHALL COMPLY WITH APPLICABLE PROVISIONS OF AWS

D1.1 "STRUCTURAL WELDING CODE--STEEL" AND AWS D1.3

"STRUCTURAL WELDING CODE--SHEET STEEL."

b MATERIALS

MANUFACTURERS: SECTIONS INDICATED ON DRAWINGS ARE MINIMUMS

AND ARE DESIGNATED USING THE STEEL STUD MANUFACTURER'S

UNIVERSAL DESIGNATOR SYSTEM. MATERIALS:

GALVANIZED-STEEL SHEET: ASTM A 653, ZINC COATED ACCORDING TO

ASTM A 525 (ASTM A 525M), WITH COATING DESIGNATION: G 90 (Z 275) -

EXTERIOR AND GRADE FY= 50 KSI.

FRAMING ACCESSORIES: FABRICATE STEEL-FRAMING ACCESSORIES OF

THE SAME MATERIAL AND FINISH USED FOR FRAMING MEMBERS, WITH

A MINIMUM YIELD STRENGTH OF 50 KSI.

PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS

AND CONFIGURATION, UNLESS OTHERWISE INDICATED.

ANCHORS, CLIPS, AND FASTENERS ASTM A36 HOT DIP GALVANIZED PER

ASTM A123

POWDER-ACTUATED ANCHORS: FASTENER SYSTEM OF TYPE SUITABLE

FOR APPLICATION INDICATED, FABRICATED FROM

CORROSION-RESISTANT MATERIALS, WITH CAPABILITY TO SUSTAIN,

WITHOUT FAILURE, A LOAD EQUAL TO 10 TIMES THE DESIGN LOAD, AS

DETERMINED BY TESTING PER ASTM E 1190 CONDUCTED BY A

QUALIFIED INDEPENDENT TESTING AGENCY.

MECHANICAL FASTENERS: CORROSION-RESISTANT COATED,

SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS. HEAD TYPE:

LOW-PROFILE HEAD BENEATH SHEATHING, MANUFACTURER'S

STANDARD ELSEWHERE.

WELDING ELECTRODES: COMPLY WITH AWS STANDARDS.

CONNECTION COMPONENTS TO BE SIMPSON STRONG-TIE.

FABRICATION: USE MANUFACTURER'S STANDARD SECTIONS (WALL

STUDS PUNCHED, TRACKS UN-PUNCHED COMPLYING WITH ASTM A955.

TOLERANCES SHALL MEET ASTM C1007 REQUIREMENTS.

c EXECUTION

INSTALL COLD-FORMED METAL FRAMING AND ACCESSORIES PLUMB,

SQUARE, TRUE TO LINE, AND WITH CONNECTIONS SECURELY

FASTENED, ACCORDING TO MANUFACTURER'S RECOMMENDATIONS

AND THE REQUIREMENTS OF THIS SECTION. CUT FRAMING MEMBERS

BY SAWING OR SHEARING; DO NOT TORCH CUT.

FASTEN COLD-FORMED METAL FRAMING MEMBERS BY WELDING OR

SCREW FASTENING, AS STANDARD WITH FABRICATOR. WIRE TYING OF

FRAMING MEMBERS IS NOT PERMITTED.

COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR WELDING,

APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN

CORRECTING WELDING WORK.

ERECTION TOLERANCES: PER ASTM C1007

SOILS (IBC 2018 TABLE 1705.6)

1 VERIFY BEARING CAPACITY BELOW SHALLOW FOUNDATIONS (P)

2 VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND REACHED PROPER MATERIAL (P).

3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED MATERIAL (P)

4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED MATERIAL (C).

5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN

PROPERLY PREPARED (P)

6 VERIFY SOIL IMPROVEMENT HAS BEEN PERFORMED PROPERLY (P)

1.9 STRUCTURAL TESTS AND INSPECTIONS (IBC 2018)

a AN INDEPENDENT APPROVED AGENCY SHALL PROVIDE SPECIAL INSPECTIONS AND TESTS

DURING CONSTRUCTION IN ACCORDANCE WITH CHAPTER 17 OF IBC 2018.

b THE APPROVED AGENCY'S SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR

CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

c THE APPROVED AGENCY SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS AND

SUBMIT REPORTS TO THE BUILDING OFFICIAL AND THE SER.

d ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR FOR

CORRECTION. IF UNCORRECTED, THE APPROVED AGENCY SHALL NOTIFY THE BUILDING OFFICIAL

AND COR.

e REFER TO IBC 2018 1704.5 FOR SUBMITTALS TO THE BUILDING OFFICIAL IN ADDITION TO THE

REPORTS.

f THE APPROVED AGENCY SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED CONTRACT

DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE.

g QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE FABRICATOR/ERECTOR IN

ACCORDANCE WITH AISC360-16 CHAPTER N.

h JOB SITE VISITS BY THE SER DO NOT CONSTITUTE AN OFFICIAL SPECIAL INSPECTION.

STATEMENT OF SPECIAL INSPECTIONS:

a REFER TO THE REFERENCED DOCUMENTS (IBC 2018 CHAPTER 17, AISC 360-16 CHAPTER N, ACI530-13 CHAPTER 3, ) FOR ADDITIONAL DESCRIPTIONS OF REQUIREMENTS.

b STRUCTURAL OBSERVATIONS FOR SEISMIC NOT REQUIRED c STRUCTURAL OBSERVATIONS FOR WIND NOT REQUIRED .

d THE FOLLOWING LIST OF MATERIALS AND WORK REQUIRE SPECIAL INSPECTIONS (P) PERIODIC; (C)

CONTINUOUS

STRUCTURAL STEEL (1705.2 - AISC360-16 CHAPTER N)

1 INSPECTION TASKS PRIOR TO WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-1 & AWS D1.1) a REVIEW WELDING PROCEDURE SPECIFICATIONS (WPS) & WELDING CONSUMABLES (C) b FIT UP GROOVE AND FILLET WELDS (P) c CONFIGURATION OF ACCESS HOLES (P) 2 INSPECTION TASKS DURING WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-2 & AWS D1.1) a QUALIFIED WELDERS (C) b CONTROL AND HANDLING OF CONSUMABLES (C) c NO WELDING OVER TACK WELDS (C) d ENVIRONMENTAL CONDITIONS (C) e WPS FOLLOWED (C) f WELDING TECHNIQUES (C)

3 INSPECTION TASKS AFTER WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-3 & AWS D1.1)

a WELDS CLEANED (C) b SIZE, LENGTH, LOCATION OF WELDS (C) c WELDS MEET VISUAL ACCEPTANCE CRITERIA (C) d CJP GROOVE WELD NDT PER AWS D1.1 (C)

4 INSPECTION TASKS PRIOR TO BOLTING (AISC360-10 TABLE N5.6-1)

a BOLT MATERIAL GRADE b PROPER FASTENERS USED PER CONTRACT DOCUMENTS (P) c PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL (P) d CONNECTION ELEMENTS INCLUDING FAYING SURFACES MEET REQUIREMENTS (P) e PROPER STORAGE OF FASTENER COMPONENTS (P)

5 INSPECTION TASKS DURING BOLTING (AISC360-10 TABLE N5..6-2)

a FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND POSITIONED AS

REQUIRED (P).

b JOINT BROUGHT TO SNUG TIGHT CONDITION (P) c FASTENER COMPONENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING (P) d FASTENERS PRETENSIONED PER RCSC SPECIFICATION (P)

6 INSPECTION TASKS AFTER BOLTING (AISC360-10 TABLE N5.6-3)

a DOCUMENT ACCEPTED OR REJECTED BOLTED CONNECTIONS (C)

7 INSPECTION OF ANCHOR RODS IN CONFORMANCE WITH CONTRACT DOCUMENTS. (P)

8 INSPECTION OF STEEL FRAME/CONNECTION DETAILS IN CONFORMANCE WITH CONTRACT

DOCUMENTS. (P)

9 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE

PLACEMENT (AISC360-16 TABLE N6.1)

a PLACEMENT OF STEEL DECK (C) b PLACEMENT OF STEEL HEADED STUD (C) c DOCUMENT ACCEPTANCE OR REJECTION (C)

10 INSPECTION OF METAL DECK DIAPHRAGM CONNECTIONS TO STEEL FRAMING. (P)

11 OPEN WEB STEEL JOISTS (IBC 2018 TABLE 1705.2.3)

a END CONNECTIONS (P) b BRIDGING (P) c MEMBER SIZES IN ACCORDANCE WITH CONTRACT DOCUMENTS (P)

12 COLD FORMED STEEL FRAMING

a MATERIAL GRADES (P) b FRAMING DETAILS AND CONNECTIONS PER CONTRACT DOCUMENTS (P)

CONCRETE CONSTRUCTION (IBC 2018 TABLE 1705.3)

1 REINFORCEMENT PLACEMENT (P)

2 REINFORCING BAR WELDING (P)

3 ANCHORS CAST IN CONCRETE (P)

4 POST INSTALLED ANCHORS

a ADHESIVE (C) b MECHANICAL (P)

5 VERIFY USE OF REQUIRED MIX (P)

6 STRENGTH, SLUMP, AIR, TEMPERATURE TEST OF CONCRETE PRIOR TO PLACEMENT (C)

7 CONCRETE PLACEMENT (C)

8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES (P)

9 INSPECT ERECTION OF PRECAST MEMBERS INCLUDING CONNECTIONS (P)

10 INSPECT FORMWORK (P)

5 METALS

5.1 STRUCTURAL STEEL

a GENERAL

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC 360-16

"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS",

"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490

BOLTS" 2009, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES," 2016 AND AWS D1.1 2016.

THE PROVISIONS OF THE ALLOWABLE STRENGTH DESIGN METHOD

(ASD) WAS USED AS A BASIS FOR DESIGN. ALL FORCES/REACTIONS

INDICATED ON THE DESIGN DOCUMENTS ARE THEREFORE

NON-FACTORED ASD FORCES/REACTIONS.

THE CONTRACTOR'S STRUCTURAL STEEL DETAILER SHALL PREPARE

STEEL ERECTION AND SHOP DRAWINGS IN ACCORDANCE WITH THE

GUIDELINES AND GOOD PRACTICES NOTED IN THE AISC “DETAILING FOR

STEEL CONSTRUCTION.” THIRD EDITION

STEEL CONNECTIONS ARE DESIGNATED AS A DESIGN DELEGATED

COMPONENT TO BE DESIGNED BY THE CONTRACTOR'S SSE.

SUBMITTALS

CHECKED STEEL SHOP DRAWINGS: PREPARED IN ACCORDANCE WITH

AISC DETAILING FOR STEEL CONSTRUCTION 3RD ED.

CONNECTION CALCULATIONS PREPARED, SIGNED AND SEALED BY

CONTRACTOR'S SSE.

MATERIAL CERTIFICATES (UPON REQUEST)

WELDING CERTIFICATES (UPON REQUEST)

b MATERIALS ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992 (Fy=50 ksi)

ALL STRUCTURAL STEEL PLATES AND ANGLES SHALL BE ASTM A36

(Fy=36 KSI).

ALL STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B (Fy=46 KSI).

ALL STRUCTURAL PIPES SHALL BE ASTM A53 GRADE B (Fy=35 KSI).

ALL ANCHOR RODS ASTM F1554-36

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY

"STRUCTURAL WELDING CODE", AWS D1.1.

ALL WELD ELECTRODES SHALL BE E70XX AND ALL WELDING SHALL BE

PERFORMED BY CERTIFIED WELDERS. ALL WELDING SHALL BE TO

CLEAN BARE STEEL.

PROVIDE FULL SIZE 1/4" SETTING PLATES ON 4,000 PSI NON-SHRINK

GROUT FOR ALL COLUMNS AND (4)-3/4" DIAMETER ASTM F-1554-36

ANCHOR BOLTS, UNLESS NOTED.

ERECT ALL MEMBERS WITH NATURAL CAMBER UP, EXCEPT FOR

CERTAIN CANTILEVERED MEMBERS.

PROVIDE SUB-FRAMING FOR EQUIPMENT SUPPORTED ON OR

SUSPENDED FROM THE STRUCTURE.

ALL STEEL SHALL BE GALVANIZED

CONNECTIONS SHOWN ON THE DESIGN DRAWINGS ARE CONCEPTUAL

ONLY.

CONNECTIONS ARE A DELEGATED DESIGN ITEM TO BE DESIGNED BY

CONTRACTOR'S SSE.

CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-16 USING

ALLOWABLE STRENGTH (ASD) DESIGN BASIS. POSTED CONNECTION

FORCES ARE ASD.

DESIGN SHEAR CONNECTIONS FOR THE LARGER OF POSTED FORCES

ON THE DESIGN DRAWINGS AND 50% (75% FOR COMPOSITE BEAMS) OF

THE MAXIMUM TOTAL LOAD FOR THE SPECIFIED BEAM AND SPAN IN

AISC “STEEL CONSTRUCTION MANUAL” TABLE 3-6.

DESIGN MOMENT CONNECTIONS FOR FULL MOMENT CAPACITY OF THE

MEMBER OR THE POSTED MOMENT ALONG WITH THE SHEAR LOADS

NOTED ABOVE.

AXIALLY LOADED MEMBERS SHALL BE DESIGNED USING THE POSTED

LOADS AND THE AISC UNIFORM FORCE METHOD.

ALL SHEAR CONNECTIONS SHALL BE AS A MINIMUM FULL DEPTH OF

MEMBER.

ALL BOLTS SHALL BE ASTM A325 FULLY TENSIONED BEARING BOLTS

WITH SHORT SLOTTED HOLES UNLESS NOTED. A325 SLIP CRITICAL

BOLTS SHALL BE USED FOR ALL MOMENT CONNECTIONS AND AXIALLY

LOADED MEMBERS.

ALL WELD SIZES SHOWN ARE SIZED FOR LOAD ONLY. WELDS SHALL BE

INCREASED IN SIZE AS REQUIRED TO MEET AISC MINIMUMS.

ALL GROOVE WELDS SHOWN ARE FULL PENETRATION WELDS UNLESS

NOTED OTHERWISE.

WELDS NOTED AS PARTIAL PENETRATION GROOVE WELDS SHOW

"EFFECTIVE" SIZE OF WELD.

WELD JOINTS SHALL BE DETAILED BASED ON PROCESS USED AND

POSITION OF WELD TO MEET THE "EFFECTIVE" SIZE SHOWN ON THE

DRAWINGS.

c EXECUTION

VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO

RECEIVE WORK.

STEEL ERECTION TOLERANCES SHALL BE IN ACCORDANCE WITH THE

CODE OF STANDARD PRACTICE.

STRUCTURAL ABBREVIATIONS LEGEND:

A.B.S. - ANCHOR BOLTS

ARCH - ARCHITECTURAL DRAWINGS

B/ - BOTTOM OF

BOTT. - BOTTOM

CGF - COMPACTED GRANULAR FILL

CL - CENTERLINE

CMU - CONCRETE MASONRY UNITS

CONT. - CONTINUOUS

CONC - CONCRETE

E - EXISTING MATERIAL

FT - FOOT

HD - HOLD DOWN

HKD - HOOKED

k - KIP

LBS - POUNDS

MEP - MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS

N - NEW MATERIAL

O.C. - ON CENTER

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PCF - POUNDS PER CUBIC FOOT

RD - ROOF DRAIN

STL - STEEL

SOG - SLAB ON GRADE

T/ - TOP OF

U.N. - UNLESS NOTED

VB - VAPOR BARRIER

VIF - VERIFY IN FIELD

W/ - WITH

# - POUNDS OR NUMBER

SSE - SPECIALTY STRUCTURAL ENGINEER

SER - STRUCTURAL ENGINEER OF RECORD

CONTRACTOR - DESIGNATED REPRESENTATIVE FOR CONSTRUCTION

COR - CONTRACTING OFFICER'S REPRESENTATIVE

1.4 SLEEVES, ANCHORAGES, OPENINGS, ETC.

a IN GENERAL, STRUCTURAL DRAWINGS DO NOT SHOW EQUIPMENT PADS, DRAINS, HOLES, ANCHORAGES, INSERTS AND SLEEVES FOR ITEMS

PASSING THROUGH OR ATTACHED TO CONCRETE OR FRAMING. REFER TO

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND

PROJECT SPECIFICATIONS. ADJUST EQUIPMENT PADS AND SUB FRAMING

TO FIT EQUIPMENT FURNISHED.

b PROVIDE SUB FRAMING FOR EQUIPMENT SUPPORTED ON OR SUSPENDED

FROM THE STRUCTURE.

1.5 STRUCTURAL STABILITY AND CONSTRUCTION

a INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO SUPPORT

LOADS IN THEIR FINAL ERECTED POSITION AS PART OF THE TOTAL

COMPLETED STRUCTURE.

b CONTRACTOR TO PROVIDE TEMPORARY GUYING AND BRACING AS

REQUIRED UNTIL ALL CONSTRUCTION AFFECTING LATERAL STABILITY IS

COMPLETED.

c CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF

STRUCTURE, ITS PARTS BY USE OF GUYING, BRACING, SHORING,

BARRICADES, SAFETY RAILINGS AND DEVICES DURING THE ENTIRE PERIOD

OF CONSTRUCTION.

d CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY

AND MEANS AND METHOD OF CONSTRUCTION.

1.6 SHOP DRAWINGS AND TEST REPORTS

a CONTRACTOR SHALL CHECK ALL SHOP DRAWINGS BEFORE SUBMITTAL TO

SER FOR REVIEW.

b CONTRACTIR SHALL PREPARE A SHOP DRAWING SUBMITTAL SCHEDULE

WITH A MINIMUM OF TWO WEEKS INCLUDED FOR THE SER'S REVIEW OF

EACH SUBMITTAL LISTED BELOW.

c REVIEW BY SER WILL BE FOR CONFORMANCE TO GENERAL LAYOUT AND

DESIGN INTENT ONLY.

d CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ACCURACY OF

DIMENSIONS, FABRICATION, FIT UP OF PARTS AND BILLS OF MATERIALS.

e CONTRACTOR SHALL COORDINATE WORK OF VARIOUS TRADES AND MAKE

NECESSARY FIELD MEASUREMENTS.

f THE CONTRACT SPECIFICATIONS PROVIDE A COMPLETE LISTING OF

SUBMITTALS. THE FOLLOWING IS A SUMMARY OF THE REQUIRED

SUBMITTALS:

CONCRETE

CONCRETE MIX DESIGNS WITH ASSOCIATED

HISTORICAL TEST DATA

REINFORCING STEEL PLACEMENT DRAWINGS PER

ACI 315

STRUCTURAL STEEL

STRUCTURAL STEEL SHOP DRAWINGS

CONNECTION DESIGN SIGNED AND SEALED BY

LICENSED SSE.

COLD FORMED METAL FRAMING

COLD FORMED SHOP DRAWINGS

DESIGN CALCULATIONS SIGNED AND SEALED BY

LICENSED SSE.

STEEL BAR JOISTS

SHOP PLACEMENT DRAWINGS

DESIGN CALCULATIONS SIGNED AND SEALED BY

LICENSED SSE.

METAL DECK (ROOF)

SHOP DRAWINGS

1.7 DEFERRED SUBMITTALS - OWNER SPECIFIED DESIGN DELEGATED

COMPONENTS TO BE PROVIDED BY CONTRACTOR'S ENGINEER

a CERTAIN COMPONENTS OF THE COMPLETED

CONSTRUCTION ARE DESIGN DELEGATED TO THE

MANUFACTURER OF THE COMPONENT. THE

MANUFACTURER'S SSE SHALL BE RESPONSIBLE FOR THE DESIGN OF THE

COMPONENT. THE FOLLOWING ARE DESIGNATED TO BE DESIGN

DELEGATED COMPONENTS ON THIS PROJECT:

b STRUCTURAL STEEL CONNECTIONS c COLD FORMED STEEL FRAMING d TEMPORARY SHORING AND BRACING e TEMPORARY EARTH RETENTION SYSTEMS f OTHER WORK AS LISTED ON DRAWINGS, SPECIFICATIONS AND CUSTOMARY INDUSTRY

STANDARDS. WHERE DELEGATION OF DESIGN IS

SPECIFIED,

g THE MANUFACTURER SHALL BE RESPONSIBLE FOR RETAINING THE

SERVICES OF A LICENSED SPECIALTY STRUCTURAL ENGINEER (SSE) IN

THE STATE HAVING JURISDICTION. THE SSE SHALL DESIGN AND DETAIL

COMPONENTS TO MEET GOVERNING BUILDING CODES, STANDARDS AND

THE SPECIFIED PERFORMANCE CRITERIA. SIGNED AND SEALED

CALCULATIONS SHALL BE SUBMITTED FOR RECORD. THE DESIGN

DELEGATED SSE SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN OF

THE COMPONENT.

h SSE SUBMITTALS WILL BE REVIEWED BY THE SER FOR LOADING CRITERIA

AND GENERAL CONFORMANCE TO THE PRIMARY STRUCTURAL SYSTEM.

1.8 DEMOLITION

a THE ARCHITECTURAL DEMOLITION DRAWINGS INDICATE THE GENERAL

AREAS OF DEMOLITION. THE CONTRACTOR SHALL VERIFY IN THE FIELD

ALL ITEMS TO BE REMOVED TO MEET THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

b THE CONTRACTOR SHALL CAREFULLY REMOVE ONLY THE EXISTING ITEMS

IDENTIFIED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

c IN NO CASE SHALL THE REMOVAL OF ANY PORTION OF THE EXISTING

STRUCTURE BE PERFORMED IN SUCH A WAY AS TO AFFECT THE

STRUCTURAL INTEGRITY OF THE REMAINING PORTION OF THE BUILDING.

d THE CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY STRUCTURAL

ITEMS WHICH NEED TO BE DEMOLISHED BUT ARE NOT CLEARLY

IDENTIFIED ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS.

e THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE DEMOLITION TO

THE EXISTING STRUCTURE TO ONLY THAT REQUIRED TO INSTALL THE NEW

BUILDING MODIFICATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\ S0

.d w g

6/

/2

:3 9:

P

M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

STRUCTURAL -

GENERAL NOTES

MW PW

S010

NTS

STRUCTURAL GENERAL NOTES

S010

A

B

C1 / P1 F5.0

(-)3'-0"

'-1

0" 31'-10"

'-9

3/ 8"

(V.

I.F

C1 / P1 F5.0

(-)3'-0"

C1 / P1 F5.0

(-)3'-0"

C1 / P1 F5.0

(-)3'-0"

T/ EXIST. FDN.

EL. 0'-0" (V.I.F.)

T/ EXIST. FTG.

EL.(-)3'-0" (V.I.F.)

EXIST. CONC. STOOP (V.I.F.)

S200

TYP.

EQUAL (V.I.F.) EQUAL (V.I.F.)

CL. EXISTING BUILDING

T/ EXIST. FLOOR

EL. 0'-0" (V.I.F.)

T/ PIER

EL. 0'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\ 2-

SB

1.

dw g 6/

/2

:3

9:

P M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

GENERAL SHEET NOTES

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

STRUCTURAL SCHEDULES

COLUMN SCHEDULE:

C1 - GALV. HSS10x10x1/2 W/ GALV. BASE PL. 3/4"x16"x16" & (4)-3/4"Ø F1554-36 ANCHOR RODS

CONCRETE PIER SCHEDULE:

P1 - 26"x26" CONC. PIER W/ 8-#6 VERT. REINFORCING & (2)-#4 TIES @ 12" O.C.

T/ PIER 6" ABOVE FINISH GRADE

FOOTING SCHEDULE:

F5.0 - 5'-0"x5'-0"x1'-3" W/ 6-#7 EACH WAY, BOTT.

STRUCTURAL - BUILDING 2

ENTRY CANOPY FOUNDATION PLAN

MW PW

2-SB101

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 2 - ENTRY CANOPY FOUNDATION PLAN

NORTH

C? / P?

F?

(-)X'-X"

- INDICATES COLUMN MARK / PIER MARK; SEE SCHEDULE BELOW

- INDICATES FOOTING MARK; SEE SCHEDULE BELOW

- INDICATES TOP OF FOOTING ELEVATION BELOW FINISH GRADE,

SEE CIVIL SHEETS FOR GRADING PLAN.

B

8 E

QU

AL

SP

AC

ES

'-1 0"

31'-10"

SE

E A

RC

H.

SH

TS

ME

TA

L R

OO

F D

EC

K

W24x55

W24x55

W2 4x5

W2 4x5

W16x26

W16x26

W16x26

W16x26

W16x26

W16x26

W16x26

COORD. W/

ARCH. SHTS.

COORD. W/

ARCH. SHTS.

EQUAL (V.I.F.) EQUAL (V.I.F.)

CO

OR

D.

W/

AR

CH

. S

HT

S.

CO

OR

D.

W/

AR

CH

. S

HT

S.

C12x20.7

C12x20.7

C1 2x2

0.7

C1

W8x18

W8x18

W8x18, TYP.

W12x19 W12x19

W12x19 W12x19

C1 2x2

0.7

W8x18, TYP.

S300

S300

S300

TYP.

S300

S300

CL. EXIST. BUILDING (V.I.F.)

3 EQUAL SPACES

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

V=35k M=100k-ft

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\ 2-

SF

1.

dw g 6/

/2

:3

9:

P M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

SHEET KEY NOTES -

GENERAL SHEET NOTES

1 PROVIDE 1 1/2" - 22 GAUGE GALVANIZED METAL ROOF DECK, TYPE B (WIDE RIB). DECK

SHALL BE CONTINUOUS OVER THREE SUPPORTS MINIMUM PER SDI DIAPHRAGM MANUAL.

WELD IN 36/5 PATTERN & PROVIDE MNIMUM 2 STITCH CONNECTORS BETWEEN SUPPORTS.

WELD WITH 5/8"Ø PUDDLE WELDS @ 6" O.C. AROUND PERIMETER.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

STRUCTURAL - BUILDING 2

ENTRY CANOPY ROOF FRAMING PLAN

MW PW

2-SF101

T/ STEEL, COORDINATE WITH ARCHITECTURAL SHTS.

INDICATES A MOMENT CONNECTION. CONNECTION SHALL

BE DESIGNED BY STEEL FABRICATOR FOR SERVICE

MOMENT INDICATED ON PLAN

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 2 - ENTRY CANOPY ROOF FRAMING PLAN

NORTH

M = BENDING MOMENT REACTION k-ft (ASD) V = VERTICAL SHEAR REACTION k (ASD)

ALL STEEL AND CONNECTIONS SHALL BE HOT-DIPPED GALVANIZED

C1 / P1 F4.0

(-)3'-0"

B

C

17'-4"

'-0

'-0

SE

E A

RC

H.

(V.

I.F

1'-5" (V.I.F.) 1'-5" (V.I.F.)

14'-10 3/4" (V.I.F.) 20'-2" (V.I.F.) 14'-10 3/4" (V.I.F.)

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

EQUAL (V.I.F.) EQUAL (V.I.F.)

CL. EXISTING BUILDING (V.I.F.)

S200

1 TYP.

EXIST. CONC. PIER

(-)3'-0" (V.I.F.)

SH

TS

A D

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

15'-0" 15'-0"

T/ EXIST. FLOOR

EL. 0'-0", SEE CIVIL

T/ PIER, TYP.

EL. 0'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\

-S B1

.d w g

6/

/2

:3 9:

P

M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

GENERAL SHEET NOTES

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

STRUCTURAL SCHEDULES

COLUMN SCHEDULE:

C1 - GALV. HSS10x10x1/2 + GALV. BASE PL. 3/4"x16"x16" & (4)-3/4"Ø F1554-36 ANCHOR RODS

CONCRETE PIER SCHEDULE:

P1 - 26"x26" CONCRETE PIER W/ 8-#6 VERT. REINFORCING & (2)-#4 TIES @ 12" O.C.

T/ PIER 6" ABOVE FINISH GRADE

FOOTING SCHEDULE:

F4.0 - 4'-0"x4'-0"x1'-0" W/ 5-#5 EACH WAY, BOTT.

STRUCTURAL - BUILDING 21

ENTRY CANOPY FOUNDATION PLAN

MW PW

21-SB101

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 21 - ENTRY CANOPY FOUNDATION PLAN

NORTH

C? / P?

F?

(-)X'-X"

- INDICATES COLUMN MARK / PIER MARK; SEE SCHEDULE BELOW

- INDICATES FOOTING MARK; SEE SCHEDULE BELOW

METAL ROOF DECK

B

C

3 EQUAL SPACES = 17'-4"

'-0

'-0

4'- 1 1

/2" 4'-

5 1 /4"

(V .I.F

1'-5" (V.I.F.) 1'-5" (V.I.F.)

14'-10 3/4" (V.I.F.) 20'-2" (V.I.F.) 14'-10 3/4" (V.I.F.)

W16x36

W1 6x3

W1 6x3

W16x36

W16x36

W1 6x3

W1 6x3

S300

CO

OR

D.

W/

AR

CH

. S

HT

S.

CO

OR

D.

W/

AR

CH

. S

HT

S.

S300

S300

W1 6x2

W1 6x2

W1 6x2

W1 6x2

W1 6x2

W1 6x2

C1 2x2

0.7

C1 2x2

0.7

C1 2x2

0.7

C1 2x2

0.7

C12x20.7

S300

S300

S300

S300

COORD. W/

ARCH. SHTS.

COORD. W/

ARCH. SHTS.

3'- 5 1

/2" 4'-

3 E

QU

AL

SP

AC

ES

2 E Q.

SP

AC

ES 1'-10" 1'-10"

C12x20.7 C12x20.7

SIM.

TYP.,

W8x18, TYP.

W1 6x3

A

W1 6x3

W16x36

W16x36

W16x36

W1 6x2

W1 6x2

W1 6x2

W1 6x2

D

W1 6x3

W1

6x3

W16x36

W16x36

W1 6x2

W1 6x2

W1 6x2

W1 6x2

W8x18, TYP.

W8x18, TYP.

3 EQUAL SPACES = 15'-0" 3 EQUAL SPACES = 15'-0"

W16x36

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V= k M= k-f t

V=20k M=30k-ft

V=20k M=30k-ft

C12x20.7

V=20k M=30k-ft

V=20k M=30k-ft

V=20k M=25k-ft

TYP. MOMENT CONNECTION LOADS, U.N.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\

-S F1

.d w g

6/

/2

:3 9:

P

M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

GENERAL SHEET NOTES

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

STRUCTURAL - BUILDING 21

ENTRY CANOPY ROOF FRAMING PLAN

MW PW

21-SF101

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 21 - ENTRY CANOPY ROOF FRAMING PLAN

NORTH

SHEET KEY NOTES -

1 PROVIDE 1 1/2" - 22 GAUGE GALVANIZED METAL ROOF DECK, TYPE B (WIDE RIB). DECK

SHALL BE CONTINUOUS OVER THREE SUPPORTS MINIMUM PER SDI DIAPHRAGM MANUAL.

WELD IN 36/5 PATTERN & PROVIDE MNIMUM 2 STITCH CONNECTORS BETWEEN SUPPORTS.

WELD WITH 5/8"Ø PUDDLE WELDS @ 6" O.C. AROUND PERIMETER.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

T/ STEEL, COORDINATE WITH ARCHITECTURAL SHTS.

INDICATES A MOMENT CONNECTION. CONNECTION SHALL

BE DESIGNED BY STEEL FABRICATOR FOR SERVICE

MOMENT INDICATED ON PLAN

M = BENDING MOMENT REACTION k-ft (ASD)

B

A

13'-2"

28'- 8"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

C1 / P1 F4.0

(-)3'-0"

S200

TYP.

6'-9 1/2"

6'-4 1/2"

(V.I.F.)

(V.I.F.)

CL. EXIST. COORIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\

-S B1

.d w g

6/

/2

:3 9:

P

M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

GENERAL SHEET NOTES

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

STRUCTURAL SCHEDULES

COLUMN SCHEDULE:

C1 - GALV. HSS10x10x3/8 + GALV. BASE PL. 3/4"x16"x16" W/ (4)-3/4"Ø F1554-36 ANCHOR RODS

CONCRETE PIER SCHEDULE:

P1 - 24"x24" W/ 8-#6 VERT. REINFORCING & (2)-#4 TIES @ 12" O.C.

T/ PIER 6" ABOVE FINISH GRADE

FOOTING SCHEDULE:

F4.0 - 4'-0"x4'-0"x1'-0" W/ 5-#6 EACH WAY, BOTT.

STRUCTURAL - BUILDING 42

ENTRY CANOPY FOUNDATION PLAN

MW PW

42-SB101

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 42 - ENTRY CANOPY FOUNDATION PLAN

NORTH

C? / P?

F?

(-)X'-X"

- INDICATES COLUMN MARK / PIER MARK; SEE SCHEDULE BELOW

- INDICATES FOOTING MARK; SEE SCHEDULE BELOW

META

L R

OOF D

ECK

B

A

13'-2"

5 EQUAL SPACES = 28'

-8"

W14x

W14x26 W14x

W14x26 W14x26

W14x26 W14x26

W14x26

C12x20.7

C12x 20.7

C12x 20.7

C12x20.7 s300 s300

S300

TYP.

TYP.

TYP.

COORD. W/

ARCH. SHTS.

COORD. W/

ARCH. SHTS.

COORD. W/

ARCH. SHTS.

COORD. W/

ARCH. SHTS.

W8x18, TYP.

W8x18, TYP.

W8x18

W8x18

W8x18

W8x18

EXISTING STEEL

ROOF CANOPY (V.I.F.)

TYP. MOMENT LOADS:

V=20k M=25k-ft

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

C :\U se rs

\p cw ur \W or k\

VA

B an cr of t P ro je ct s\

VA

S al is bu ry

N C

\J W

A\

-S F1

.d w g

6/

/2

:3 9:

P

M

CONSTRUCTION BID

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSTRUCT ENTRY CANOPIES

BUILDING 2, 21, 42, AND

PARKING GARAGE

SALISBURY, NC

659-22-103

2, 21, 42, PG

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 21-106

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. VA36C24621C005015% SCHEMATIC DESIGN SUBMISSION 09/02/2021

65% DESIGN DEVELOPMENT SUBMISSION 12/01/2021

100% CONSTRUCTION DOCUMENTS SUBMISSION 03/24/2022

CONSTRUCTION BID DOCUMENTS 06/02/2022

06/02/2022

JOHNSONWILBUR ADAMS, INC.

Wheaton, Illinois 60187 330 S. Naperville Road Suite 300

STRUCTURAL ENGINEERING

06/02/2022

STRUCTURAL - BUILDING 42

ENTRY CANOPY ROOF FRAMING PLAN

MW PW

42-SF101

0 2' 4' 8' 16'1/8"=1'-0"1 BUILDING 42 - ENTRY CANOPY ROOF FRAMING PLAN

NORTH

GENERAL SHEET NOTES

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE ALL

CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED AND ANY

WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

SHEET KEY NOTES -

1 PROVIDE 1 1/2" - 22 GAUGE GALVANIZED METAL ROOF DECK, TYPE B (WIDE RIB). DECK

SHALL BE CONTINUOUS OVER THREE SUPPORTS MINIMUM PER SDI DIAPHRAGM MANUAL.

WELD IN 36/5 PATTERN & PROVIDE MNIMUM 2 STITCH CONNECTORS BETWEEN SUPPORTS.

WELD WITH 5/8"Ø PUDDLE WELDS @ 6" O.C. AROUND PERIMETER.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

T/ STEEL,…