P09 Final Drawings 01312026.pdf

SHEET INDEX

GI001

SHEET

NO. DRAWING TITLE

GENERAL

GI002

ARCHITECTURAL

SHEET

NO.

COVER SHEET

NOTES, ABBREVIATIONS AND LEGEND

PENTHOUSE LIFE SAFETY PLANLS101

REPLACE AIR HANDLERS IN BUILDING 1

PROJECT NUMBER: 657A5-22-103

BID DOCUMENTS

MARION VA MEDICAL CENTER

2401 W MAIN ST, MARION, IL 62959

PENTHOUSE DEMO FLOOR, ROOF AND REFLECTED CEILING PLANAD101

FIRE PROTECTION

FIRE PROTECTION ABBREVIATIONS AND NOTESF-001

FIRE PROTECTION PARTIAL ROOF PLAN & PENTHOUSEF-101

PLUMBING

PLUMBING ABBREVIATIONS, LEGENDS, & NOTESP-001

MECHANICAL

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

MECHANICAL NOTESM002

PENTHOUSE AND ROOF MECHANICAL PHASING PLANM003

ELECTRICAL

PLUMBING PARTIAL THIRD & ROOF/ PENTHOUSE PLANSP-101

ELECTRICAL GENERAL NOTES AND ABBREVIATIONSE001

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

TRUE

NORTH

PLAN

NORTH

PLAN

NORTH

PROJECT LOCATION PROJECT LOCATION

ELECTRICAL SYMBOLSE002

MECHANICAL NEW WORK PLANM101

HVAC DETAILSM501

MECHANICAL PIPING DETAILSM502

MECHANICAL PIPING DETAILSM503

MECHANICAL EQUIPMENT DETAILM504

PENTHOUSE FLOOR , ROOF AND REFLECTED CEILING PLANAE101

PENTHOUSE EXTERIOR ELEVATIONS AND BUILDING SECTIONSAE201

TEMPORARY AHU SITE LOCATION PLANAS101

WALL SECTIONS AND DETAILSAE301

STRUCTURAL

STRUCTURAL NOTESS001

PENTHOUSE DEMO AND NEW PENTHOUSE FRAMING PLANSS101

PLATFORM ROOF FRAMING PLANS102

FRAMING ELEVATIONSS201

STEEL DETAILSS501

STEEL DETAILSS502

PENTHOUSE DUCT AND PIPING DEMOLITION PLANSMD101

SECTIONS - MECHANICAL NEW WORK PLANM401

ISOMETRIC MECHANICAL PLAN - NEW PENTHOUSE 401 - NEW WORKM402

STEAM TO HOT WATER HEAT EXCHANGER MAKE-UP WATER SCHEMATICSM505

MECHANICAL SCHEDULESM601

VA STATION GENERAL CONTROL NOTES AND LEGENDM800

CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT – MECHANICALM801

CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT – MECHANICALM802

ELECTRICAL PENTHOUSE DEMO PLANED101

ELECTRICAL DETAILSE501

ELECTRICAL DETAILSE502

ELECTRICAL SCHEDULESE601

PLUMBING ENLARGED THIRD FLOOR PLANSP-401

PLUMBING ENLARGED PENTHOUSE PLANSP-402

PLUMBING DETAILSP-501

SIESMIC BRACING DETAILSP-502

SCHEDULES AND DETAILSAE601

ELECTRICAL PENTHOUSE PLANE101

STRUCTURAL DETAILSS503

PLAN DETAILSAE401

THIRD FLOOR REFLECTED CEILING PLANAE102

SIGNATURE BLOCK

CHIEF OF ENGINEERING

ENERGY ENGINEER

FACILITY PLANNER

SAFETY

VA POLICE

INFECTION PREVENTION

ENVIRONMENTAL MANAGEMENT

INFORMATION SECURITY OFFICER

PRIVACY OFFICER

OFFICE OF INFORMATION TECHNOLOGY

ASSOCIATE DIRECTOR, PATIENT CARE

CHIEF OF STAFF

ASSOCIATE DIRECTOR

FACILITY DIRECTOR

M & O SUPERVISOR

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PA SJ/KB

REPLACE AIR HANDLERS IN BUILDING 1 675A5-22-103

VAMC MARION, IL

03-07-2025REVISIONS:

COVER SHEET

GI001

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

GENERAL ARCHITECTURAL NOTES

GENERAL PROJECT NOTES

A

A301

A201

A401

ROOM

NAME

+ 0'-6"

AIR CONDITIONING

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

BATT INSULATION

BOTTOM OF

CEMENTITIOUS BACKER BOARD

CEMENTITIOUS CRYSTALLINE WATERPROOFING

COLD-FORMED METAL FRAMING

CORNER GUARD

CENTERLINE

CONCRETE MASONRY UNIT

CASED OPENING

COMMUNICATION

CONCRETE

SEALED CONCRETE

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

CERAMIC TILE

CERAMIC TILE BASE

CARPET

DIAMETER

EXPANSION JOINT

ELECTRICAL

EPOXY FLOORING

EXPOSED STRUCTURE

ET CETERA

EXISTING

EXPOSED

FACTORY FINISH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISHED FLOOR

FINISH

FLOOR

FACE OF

FIELD VERIFY

FABRIC WALLCOVERING

GAGE

GRANITE

GYPSUM (WALL) BOARD

HANDICAPPED

HOLLOW METAL

HANDRAIL

HEATING VENTILATION AND AIR-CONDITIONING

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PLASTER

PLASTIC LAMINATE

PORCELAIN TILE

PAIR

PAINT

QUARRY TILE

RESILIENT BASE

REFRIGERATOR

REQUIRED

RESINOUS FLOORING

RESINOUS EPOXY WALL-CEILING

ROUGH OPENING

RUBBER FLOORING

RECESSED PAPER HOLDER

SEALED HIGH BUILD GLAZED COATING

SOLID CORE WOOD

SIMILAR

SPECIAL FACED

STAINLESS STEEL

STEEL

SUBSTRATE

SHEET VINYL

SOLID VINYL TILE

TELEPHONE

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WALL PROTECTION

WOOD

WELDED SEAM SHEET FLOORING

AC

AT

AFF

AL

BATT

BO

CBB

CCW

CFMF

CG

C

CMU

CO

COMM

CONC

SCONC

CONT

COR

CT

CTB

CP

DIA

EJ

ELEC

EPY

ES

ETC

EXIST

EXP

FAC FIN

FD

FEC

FHC

FF

FIN

FLR

FO

FV

FWC

GA

GRA

GYP BD/GWB

HC

HM

HR

HVAC

MATL

MAX

MECH

MFR

MIN

MO

MTL

NIC

NTS

OC

OH

PLS

PL

PT

PR

P

QT

RB

REF

REQ'D

RES

RES-W

RO

RF

RPH

SC

SCW

SIM

SP

SS

STL

SUBS

SV

SVT

TELE

TO

TYP

UNO

VCT

VWC

WC

WP

WD

WSF

L

ROOM NAME AND NUMBER

DOOR NUMBER

KEY NOTE

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION CALLOUT

VERTICAL ELEVATION

COLUMN CENTERLINE DESIGNATION

DEMOLITION KEY NOTE

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

INTERIOR ELEVATION CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

CARD READERCR

HIGH-PRESSURE LAMINATEHPL

LUXURY VINYL TILELVT

EDGE OF DECKEOD

DOWNSPOUTDS

CONTROL JOINTCJ

DRINKING FOUNTAINDF

FIRE RETARDANT TREATEDFRT

EXTERIOR INSULATION FINISHING SYSTEMEIFS

WATER RESISTANTWR

J1

SECTION CUT

HEAD/JAMB/SILL DETAIL NUMBER

EQUALEQ

CARPET TILECPT

REFLECTED CEILING PLANRCP

SOLID SURFACE MATERIALSSM

ALUMINUM COMPOSITE METAL PANELSACMP

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

• FACE OF EXISTING WALL SURFACE

• FACE OF MASONRY

• FACE OF WALL STUDS

• TOP OF SLAB

• TOP OF MASONRY

• ALIGN WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED.

B. COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE HOLES IN EXISTING WALLS

AND SLABS ARE CREATED FOR PENETRATIONS, COORDINATE SIZE AND LOCATION. PATCH

HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT, GRILLES, ETC.

WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL,

THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

C. COORDINATE AND PROVIDE GALVANIZED METAL BACKER PLATE OR SOLID FIRE

RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS. COORDINATE

LOCATIONS WITH COR FOR GOVERNMENT PROVIDED/CONTRACTOR INSTALLED

EQUIPMENT.

D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING,

INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED.

E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND

FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF

THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR

APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES.

F. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING.

G. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE

DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR .

H. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS

REQUIRED FOR CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE

REPAIRED TO ACCEPT NEAT INSTALLATION OF CONSTRUCTION OR FINISHES. WHERE

EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.)

EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES

SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF

MATERIALS.

I. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM

CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST

WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED.

A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAN UP THE WORK AREA

AS DIRECTED IN MEDICAL SITUATIONS REQUIRING SUCH ACTION.

B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL

SUBMITTALS FOR SUCH HAVE BEEN APPROVED.

C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL

TIMES BY THE CONTRACTOR TO REDUCE THE POSSIBILITY OF ANY OF THESE TOOLS BEING A

HAZARD TO PATIENTS, VISITORS AND STAFF.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF

HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE

WITH COR.

E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF

HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE

ALLOWED TO PERFORM WORK ON VA PREMISES.

F. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT WILL BE LOANED OR GIVEN BY THE VA

TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME.

G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE,

DUST AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM DURING

CONSTRUCTION. ALL SUCH ACTION MUST BE FIRST COORDINATED AN CLEARED WITH THE COR

AND THE VA SAFETY OFFICER. ALL FUNCTIONAL FIRE ALARM DEVICES SHALL BE ACTIVE

WHENEVER THE CONTRACTOR'S FORCES ARE NOT PRESENT IN THE WORK AREA.

H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY

WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND

FOUND TO BE SECURE, SAFE AND FREE OF ANY FLAMMABLE LIQUIDS.

I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER.

J. SEE SPECIFICATIONS SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES.

K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR DESIGNER WHERE NOT

OTHERWISE INDICATED. CONTRACTOR SHALL SUBMIT COLORS FROM THE MANUFACTURER'S

FULL RANGE OF COLORS.

L. PROVIDE 24"X24" ACCESS PANELS IN HARD CEILINGS WHERE DUCTS AND DAMPERS OR OTHER

PIPES REQUIRE ACCESS AS REQUIRED. COORDINATE EXACT LOCATIONS WITH THE COR.

M. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT WITHOUT

AUTHORIZATION FROM VAMC ENGINEERING SERVICE UNLESS AN EMERGENCY SITUATION

OCCURS.

N. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA

DURING PERFORMANCE OF THE WORK.

O. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED EXIT LIGHTING AND SIGNAGE

REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

P. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION AND DID

NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE INSTALLED CONSTRUCTION PRIOR TO

COMMENCING WITH THE WORK. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH

THE WORK.

Q. COORDINATE WORK WITH EQUIPMENT SUPPLIER/ INSTALLER CONTRACTED SEPARATELY WITH

THE GOVERNMENT.

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

USE EITHER

OPTION 1 OR

OPTION 2

ALL DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE

INDICATED MINIMUM CLEARANCES AS APPLICABLE.

1'-0" IF DOOR HAS BOTH

A CLOSER AND A

LATCH

5' -0

1'-6"

3' -6

4'-6"

4' -0

O P

TI

O

N

5' -0

OPTION 1

3'-0"

O P

TI

O

N

4' -6

OPTION 2

3'-6"

2'-0"

4' -0

2'-0"

3' -6

4' -0

4' -6

W / C

LO

S

E R

4' -0

W / C

LO

S

E R

W /C

LO

S

E R

A N

D L

A

TC

H

ALL WORK SHALL COMPLY WITH FEDERAL ABA,

LOCAL, AND STATE ACCESSIBILITY CODES AND

REQUIREMENTS.

DOOR LOCATIONS

TYPICAL DETAILS

TYP DOOR LOCATION

SEE DOOR SCHEDULE

4"

TYP

TYPICAL SIGNAGE MOUTING HEIGHTS

A

5' -0

4' -9

EQ EQ

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PA SJ/KB

REPLACE AIR HANDLERS IN BUILDING 1 675A5-22-103

VAMC MARION, IL

03-07-2025REVISIONS:

NOTES, ABBREVIATIONS AND LEGENDS

GI002

DESIGN CODES:

1.1 BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE AS AMENDED BY

A.VA H-18-8 SEISMIC DESIGN REQUIREMENTS

B.NATIONAL LOADING STANDARD: ASCE 7-16 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STURCTURAL CONCRETE

D.STEEL: AISC 360-16 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

DESIGN LOADS:

1.1 DESIGN LOADS ARE AS FOLLOWS:

A.ROOF:

1. DEAD LOADS:

a. PLATFORM & EXISTING ROOF: SELF WEIGHT OF MATERIALS

b. EQUIPMENT ON PLATFORM: SEE BELOW

2. LIVE LOADS:

a. PLATFORM: 60 PSF

b. EXISTING ROOF: 20 PSF

3. COLLATERAL LOADS:

a. PLATFORM & EXISTING ROOF: 10 PSF

4. RAIN LOADS:

a. N/A: NO ACCUMULATION

5. FLOOD LOADS:

a. N/A: NOT IN FLOOD HAZARD AREA

6. SNOW LOADS:

a. GROUND SNOW LOAD = 15 PSF

B.WIND LOADS:

1. DESIGN WIND SPEED = Vult 116 MPH

2. WIND EXPOSURE = B

3. RISK CATEGORY = IV

C.EARTHQUAKE LOADS:

1. OCCUPANCY CATEGORY = IV

2. SPECTRAL RESPONSE COEFFICIENT

a. Ss = 0.770 g

b. S1 = 0.262 9

3. SPECTRAL RESPONSE ACCELERATION

a. Sds = 0.612 g

b. Sd1 = 0.367 g

4. SEISMIC DESIGN CATEGORY = D

5. SITE CLASS = D

1.2 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 FOR DEFLECTION LIMITS.

UNIT IDENTIFIER

L(IN) W(IN) H(IN)

MAX DIMENSIONS

MAX WEIGHT(LB)

AHU-3 408 90 78 11,631

GENERAL STRUCTURAL NOTES:

1.1 ELEVATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS ARE ELEVATIONS RELATIVE TO THE FINISH EXISTING

FLOOR ELEVATION UNLESS NOTED OTHERWISE

1.2 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL

APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED.

1.3 THE STRUCTURAL DESIGN OF THE STRUCTURE IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING DURING CONSTRUCTION.

1.4 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING AND SETTING OF

EQUIPMENT IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.5 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES TO PROVIDE A COMPLETE STRUCTURALLY SOUND STRUCTURE WITH A CONTINUOUS LOAD PATH. BRING ANY DISCONTINUITIES TO THE

ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY.

1.6 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR CONSTRUCTION. BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF AS-BUILT CONDITIONS TO THE ATTENTION OF THE

STRUCTURAL ENGINEER IMMEDIATELY.

1.7 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF

ANY DISCREPANCIES.

SHOP DRAWINGS

2.1 STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL

DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS

PROJECT AS INDICATED ON THE DRAWINGS.

2.2 CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE HARD COPY AND LEGIBLE PDF FOR EACH STRUCTURAL

COMPONENT FOR REVIEW PRIOR TO FABRICATION.

2.3 PHOTOCOPY REPRODUCTIONS OF THE CONTRACT DOCUMENTS WILL BE REJECTED AND CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ASSOCIATED DELAYS.

2.4 SUBMITTALS FOR VENDOR DESIGNED COMPONENTS SHALL BE ACCOMPANIED BY DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. IN ADDITION, THESE SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF THE STRUCTURAL

ENGINEER SEALING THIS WORK.

2.5 REVIEW OF SUBMITTALS INCLUDING SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SUBMITTALS.

2.6 SUBMITTALS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMISSION FOR ENGINEER'S REVIEW, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND AS-BUILT CONDITIONS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE CLEARLY NOTED ALONG WITH REASONS FOR THE DEVIATION.

2.7 ALLOW A MINIMUM OF TWO CALENDAR WEEKS (14 DAYS) FROM RECEIPT OF SUBMITTALS AT THE ENGINEERS OFFICE FOR REVIEW. ALLOW TIME IN THE CONSTRUCTION SCHEDULE FOR SHIPPING AND PROCESSING TIME IN ADDITION TO

SUCH REVIEWS.

SPECIAL INSPECTIONS:

1.1 SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE BUILDING CODE REFERENCED ABOVE AND AS DEFINED IN THE SPECIFICATIONS. A QUALIFIED SPECIAL INSPECTOR APPROVED BY

THE GOVERNMENT SHALL MAKE SPECIAL INSPECTIONS.

1.2 INSPECTION REPORTS SHALL BE FURNISHED TO THE GOVERNMENT, ARCHITECT, AND STRUCTURAL ENGINEER.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR, AND, IF NOT CORRECTED, SHALL BE

REPORTED TO THE GOVERNMENT, ARCHITECT, AND STRUCTURAL ENGINEER.

EQUIPMENT NOTES:

1.1 EQUIPMENT COORDINATION

A.THE CONTRACTOR SHALL COORDINATE DIMENSIONAL AND UTILITY REQUIREMENTS OF ACTUAL EQUIPMENT

PURCHASED WITH PROVISIONS SHOWN ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CHANGES NECESSARY TO MAKE SUCH COORDINATION WITHOUT ADDITIONAL COST

TO THE GOVERNMENT.

1.2 EQUIPMENT ANCHORAGE

A.THE CONTRACTOR SHALL ENGINEER, FURNISH AND INSTALL NECESSARY ANCHORAGE AND VIBRATION ISOLATION

FOR ALL EQUIPMENT AND CURBS TO RESIST ALL LOADING INCLUDING BUT NOT LIMITED VIBRATORY, WIND AND

EARTHQUAKE LOADS AT NO ADDITIONAL COST TO THE GOVERNMENT.

B.THE CONTRACTOR SHALL PREPARE AND SUBMIT ANCHORAGE DETAILS AND SUPPORTING CALCULATIONS PREPARED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT FOR ALL MOUNTED EQUIPMENT, AND ASSOCIATED CURBS, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND

INSTALLATION.

1.3 EQUIPMENT STRUCTURAL SUPPORT

A.THE STRUCTURAL DESIGN DEPICTED ON THESE DRAWINGS IS BASED ON THE EQUIPMENT DIMENSIONS AND

WEIGHTS OUTLINED ABOVE. IN THE EVENT THE CONTRACTOR SELECTS EQUIPMENT WITH WEIGHT GREATER THAN THAT DEPICTED IN THE TABLE SHOWN ON THIS SHEET, OR DIMENSIONS MORE THAN 10% GREATER OR LESS THAN THOSE DEPICTED IN THE TABLE SHOWN ON THIS SHEET, THE CONTRACTOR SHALL HAVE THE AFFECTED SUPPORTING STRUCTURE (NEW AND EXISTING) EVALUATED AND REINFORCED AS NECESSARY BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, AND SUBMIT SEALED CALCULATIONS AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. COSTS ASSOCIATED WITH ENGINEERING ANALYSIS, DESIGN AND CONSTRUCTION OF REPAIRS SHALL BE BORN BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

STRUCTURAL STEEL NOTES:

1.1 GENERAL

A.GENERAL REQUIREMENTS

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF

STEEL CONSTRUCTION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.

B.SUBMITTALS

1. SHOP DRAWINGS: ERECTION AND FABRICATION DRAWINGS. SHOP DRAWINGS SHALL NOT CONTAIN

REPRODUCTIONS OF THE CONTRACT DRAWINGS. MEMBER SUBSTITUTION AND DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED WITH AN EXPLANATION FOR THE PROPOSED DEVIATION.

C.DELIVERY, STORAGE AND HANDLING

1. PROTECT FROM CORROSION, DEFORMATION, AND OTHER TYPES OF DAMAGE. STORE ITEMS IN AN ENCLOSED

AREA FREE FROM CONTACT WITH SOIL AND WEATHER. REMOVE AND REPLACE DAMAGED ITEMS WITH NEW

ITEMS.

1.2 PRODUCTS

A.MATERIALS:

1. ALL WIDE FLANGE W'S & WT'S SHALL BE IN CONFORMANCE WITH ASTM A 992, LATEST ADOPTED EDITION, UNO.

2. ALL OTHER SHAPES, PLATES AND BARS SHALL BE IN CONFORMANCE WITH ASTM A 36, LATEST ADOPTED EDITION, UNO.

3. ALL SQUARE, RECTANGULAR AND ROUND TUBING SHALL BE IN CONFORMANCE WITH ASTM A 500, LATEST

ADOPTED EDITION, GRADE B.

4. ALL ROUND PIPE SHALL BE IN CONFORMANCE WITH ASTM A 53, LATEST ADOPTED EDITION, GRADE B.

5. BOLTS SHALL CONFORM TO F 1852 (A 325) TYPE 1 LOAD INDICATOR BOLTS, UNO.

6. THREADED RODS SHALL COMPLY WITH ASTM A 36, LATEST ADOPTED EDITION, UNO.

7. HARDENED STEEL WASHERS SHALL COMPLY WITH ASTM F 436.

8. HEAVY HEX NUTS SHALL COMPLY WITH ASTM A 563.

9. GROUT (WHERE SHOWN OR REQUIRED) SHALL BE NON-SHRINK, NON-METALLIC FACTORY PREMIXED GROUT

HAVING A COMPRESSIVE STRENGTH OF 6800PSI AT 28 DAYS.

B.FABRICATION

1. ALL NATURAL AND FABRICATED CAMBER SHALL BE INSTALLED UPWARD.

2. THE MINIMUM THICKNESS OF GUSSET AND FIN PLATES SHALL BE 3/8 IN.

3. BOLTED CONNECTIONS:

a. ALL OTHERS MAY BE CONSIDERED AS "BEARING" TYPE N.

b. THE MINIMUM NUMBER OF BOLTS IN STRUCTURAL STEEL CONNECTIONS SHALL BE AS FOLLOWS:

1) A MINIMUM OF TWO BOLTS PER CONNECTION SHALL BE USED, UNO.

C.FINISH (ROOF TOP EQUIPMENT SUPPORT)

1. SURFACE PREPARATION:

a. UNLESS NOTED OTHERWISE, SHOP CLEAN THE SURFACE OF ALL STRUCTURAL STEEL IN ACCORDANCE WITH

THE REQUIREMENTS OF SSPC-SP2

2. PRIMER:

a. UNLESS NOTED OTHERWISE SHOP PAINT WITH A MINIMUM OF 1.0 MILS OF THE FABRICATORS STANDARD RUST

INHIBITIVE PRIMER.

b. BLOCK OUT PRIMER AT THE FOLLOWING LOCATIONS:

1) STEEL AT SLIP CRITICAL CONNECTIONS.

2) STEEL TO BE EMBEDDED IN CONCRETE.

3) STEEL TO RECEIVE SPRAY-ON FIRE PROOFING.

4) STEEL TO RECEIVE GALVANIZED FINISH.

3. FINISH COATING:

a. HOT DIPPED GALVANIZED: ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-

DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153.

D.FINISH (ALL OTHER STEEL)

1. SURFACE PREPARATION:

a. UNLESS NOTED OTHERWISE, SHOP CLEAN THE SURFACE OF ALL STRUCTURAL STEEL IN ACCORDANCE WITH

THE REQUIREMENTS OF SSPC-SP2.

2. PRIMER:

a. UNLESS NOTED OTHERWISE SHOP PAINT WITH A MINIMUM OF 1.0 MILS OF THE RUST INHIBITIVE PRIMER.

3. FINISH COATING

a. PAINT AS DIRECTED BY THE ARCHITECT

b. STANDARD COLORS AS SELECTED BY THE GOVERNMENT

1.3 PART 3 EXECUTION

A.EXAMINATION

1. PRIOR TO STRUCTURAL STEEL ERECTION, ERECTOR SHALL INSPECT EXISTING CONSTRUCTION FOR CORRECT SIZE, LAYOUT AND ALIGNMENT. ANY INCONSISTENCIES DEEMED DETRIMENTAL TO THE ERECTION OF STEEL

SHALL BE REPORTED AND REPAIRED PRIOR TO INSTALLATION.

B. INSTALLATION

1. WELDED CONNECTIONS SHALL BE MADE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1, STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY, AND SHALL BE PERFORMED BY CERTIFIED

WELDERS. WELDER CERTIFICATION SHALL BE AVAILABLE ON SITE FOR INSPECTION.

C.FIELD QUALITY CONTROL

1. TOLERANCES

a. MAXIMUM VARIATION FROM PLUMB: 1/4" (6 MM) PER STORY, NON-CUMULATIVE.

b. MAXIMUM OFFSET FROM TRUE ALIGNMENT

2. WELDED CONNECTIONS:

a. ALL WELDS SHALL BE VISUALLY EXAMINED.

b. 15% OF ALL WELDS SHALL BE TESTED IN ACCORDANCE WITH THE FOLLOWING METHODS:

1) TESTED BY THE LIQUID PENETRANT METHOD IN ACCORDANCE WITH ASTM E 165 OR THE MAGNETIC PARTICLE

METHOD IN ACCORDANCE WITH ASTM E 709.

D.REPAIR

1. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORTATION, ERECTION AND FIELD WELDING PROCESSES

SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING.

E.CLEANING AND PROTECTION

1. CLEAN AFTER INSTALLATION EXPOSED PREFINISHED ITEMS IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

2. PROTECT INSTALLED ITEMS FROM DAMAGE CAUSED BY SUBSEQUENT CONSTRUCTION.

BAR GRATING NOTES:

1.1 PART 1 GENERAL

A.GENERAL REQUIREMENTS: FABRICATE AND INSTALL BAR GRATING AND STAIR TREADS IN ACCORDANCE WITH:

1. ANSI/NAAMM METAL BAR GRATING MANUAL MBG 531 (ALUMINUM AND LIGHT DUTY STEEL AND STAINLESS STEEL

GRATING)

B.SUBMITTALS

1. FIELD MEASURE EXISTING CONDITIONS PRIOR TO THE PREPARATION OF SHOP DRAWINGS AND FABRICATION.

2. PRODUCT DATA AND SHOP AND SETTING DRAWINGS SHALL DEMONSTRATE COMPLIANCE WITH THE LOADING

CRITERIA, THE REQUIREMENTS CONTAINED HEREIN AND THE GRATING AND TREADS, INCLUDING FASTENERS, SPECIFIED ON THE DRAWINGS.

C.QUALITY ASSURANCE

1. MANUFACTURER QUALIFICATIONS: A COMPANY SPECIALIZING IN THE MANUFACTURING OF METAL BAR GRATINGS

WITH NOT LESS THAN 5 YEARS DOCUMENTED EXPERIENCE.

2. INSTALLER QUALIFICATIONS: A COMPANY SPECIALIZING IN THE INSTALLATION OF METAL BAR GRATINGS WITH

NOT LESS THAN 5 YEARS DOCUMENTED EXPERIENCE.

3. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS D1.1/D1.1M FOR THE TYPE OF WELDING AND

POSITION UTILIZED ON THIS PORTION OF WORK. IF WELDERS CERTIFICATION IF MORE THAN ONE-YEAR OLD, WELDER SHALL BE ABLE TO DOCUMENT THAT THE WELDER HAS BEEN ENGAGED IN WELDING SINCE THE DATE OF

CERTIFICATION WITH NO BREAK IN SERVICE GREATER THAN 6 MONTHS.

D.DELIVERY, STORAGE AND HANDLING

1. PROTECT FROM CORROSION, DEFORMATION, AND OTHER TYPES OF DAMAGE. STORE ITEMS IN AN ENCLOSED

AREA FREE FROM CONTACT WITH SOIL AND WEATHER. REMOVE AND REPLACE DAMAGED ITEMS WITH NEW

ITEMS.

1.2 PART 2 PRODUCTS

A.MATERIALS

1. STEEL GRATING:

a. BEARING, CROSS AND CONNECTING BARS OF RECTANGULAR SECTION SHALL COMPLY WITH ASTM A 1011/A

1011M, LATEST ADOPTED EDITION, COMMERCIAL SERIES (TYPE 2) FOR HOT ROLLED CARBON SHEET AND STRIP

STEEL.

b. TOP SURFACE OF BEARING BARS SHALL HAVE THE FOLLOWING FINISH:

1) SERRATED

c. CROSS BARS MADE OF WIRE ROD SHALL COMPLY WITH ASTM A 510/A510M, LATEST ADOPTED EDITION, FOR

CARBON STEEL WIRE RODS AND COARSE ROUND WIRE.

d. STAIR TREAD NOSING SHALL HAVE THE FOLLOWING FINISH:

1) ABRASIVE

e. FABRICATION:

1) PROVIDE 1/4" CLEARANCE AT ALL SIDES TO PERMIT EASY REMOVAL OF GRATING.

2) FABRICATE SECTIONS NOT TO EXCEED 25 SF (2.3M2) IN AREA AND 200 LBS (90 KG) IN WEIGHT.

3) FABRICATE SECTIONS OF GRATING WITH END-BANDING BARS.

4) FINISH GRATING PENETRATIONS WITH EDGE BANDING.

f. FINISHES:

1) GALVANIZED GRATING SHALL HAVE ALL EXPOSED SURFACES ZINC-COATED BY THE HOT DIP PROCESS AFTER

FABRICATION, WITH A COATING OF NOT LESS THAN 1.8 OZ/SF (550 G/M2) OF COATED SURFACE.

2. FASTENERS:

a. REMOVABLE PANELS

1) STAINLESS STEEL SADDLE CLIPS WITH 1/4" STAINLESS STEEL FASTENERS.

1.3 PART 3 EXECUTION

A.EXAMINATION

1. PRIOR TO GRATING INSTALLATION, INSTALLER SHALL INSPECT SUPPORTS FOR CORRECT SIZE, LAYOUT AND ALIGNMENT. ANY INCONSISTENCIES DEEMED DETRIMENTAL TO GRATING PLACEMENT SHALL BE REPORTED AND

REPAIRED PRIOR TO INSTALLATION.

B. INSTALLATION

1. INSTALL AND SECURE GRATING IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND STANDARD

INSTALLATION CLEARANCES IN ACCORDANCE WITH ANSI/NAAMM METAL BAR GRATING MANUAL.

2. CUTTING, FITTING AND PLACEMENT

a. PERFORM ALL CUTTING AND FITTING REQUIRED FOR INSTALLATION. GRATING SHALL BE PLACED SUCH THAT

CROSS BARS ALIGN.

b. WHEREVER GRATING IS PIERCED BY PIPES, DUCTS AND STRUCTURAL MEMBERS, CUT OPENINGS NEATLY AND ACCURATELY TO SIZE AND WELD RECTANGULAR BAND BAR OF THE SAME HEIGHT AND MATERIAL AS THE

BEARING BARS.

c. CUTOUTS FOR CIRCULAR OBSTRUCTIONS ARE TO BE AT LEAST 2" LARGER IN DIAMETER THAN THE

OBSTRUCTION.

d. UTILIZE STANDARD PANEL WIDTHS WHEREVER POSSIBLE.

3. GRATING ANCHORAGE

a. MECHANICALLY ANCHOR GRATING TO SUBSTRATE AT A SPACING NOT TO EXCEED 24 INCHES (600 MM) ON CENTER. A MINIMUM OF TWO FASTENERS PER PANEL SHALL BE USED AT EACH SUPPORT, WITH A MINIMUM OF FOUR FASTENERS PER PANEL. LOCATE FASTENERS 6" FROM EACH SIDE OF THE PANEL. REMOVABLE GRATING PANELS SHALL BE FASTENED TO SUPPORT MEMBERS WITH U-SHAPE CLIPS, OR BY CLIPS THAT WILL NOT

CREATE A TRIPPING HAZARD.

C.FIELD QUALITY CONTROL

1. INSTALLATION TOLERANCES SHALL BE IN ACCORDANCE WITH THE METAL BAR GRATING MANUAL.

D.REPAIR

1. TOUCH-UP DAMAGED AND ABRADED GRATING WITH ZINC COATING AS RECOMMENDED BY THE GRATING

MANUFACTURER.

E.CLEANING AND PROTECTION

1. CLEAN AFTER INSTALLATION EXPOSED PREFINISHED ITEMS IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

F. PROTECT INSTALLED ITEMS FROM DAMAGE CAUSED BY SUBSEQUENT CONSTRUCTION.

POST-INSTALLED ANCHORS:

1.1 POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER- OF-RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.

1.2 CONCRETE ANCHORS

A.ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED IN

ACCORDANCE WITH ACI 318 APPENDIX D.

B.ALL POST INSTALLED ANCHORS THAT ARE NOT PROPERLY INSPECTED IN ACCORDANCE WITH THE APPROPRIATE

ICC ESR CODE REPORT SHALL BE CONSIDERED TO HAVE ZERO CAPACITY AND CORRECTED BY THE CONTRACTOR

AND INSPECTED DURING INSTALLATION AT NO COST TO THE GOVERNMENT.

C.ALL POST-INSTALLED ANCHORS SHALL BE DESIGNED, DETAILED, INSTALLED, AND INSPECTED WITH THE

APPROPRIATE ICC ESR CODE REPORT.

D.PRE-APPROVED ANCHOR MANUFACTURER

1. HILTI HY200 W/ HAS STD ROD IN ACCORDANCE WITH ICC ESR #3187

2. ADD HILTI KWIK BOLT TZ ANCHOR IN ACCORDANCE WITH ICC ESR #1917

LOCATION ZONE

EFFECTIVE

WIND AREA (SF)

ULTIMATE DESIGN WIND

PRESSURE

(PSF)

ROOF

WALLS

5 5 a = 4'-10" a a h a a

-44.2,+16.0

-37.4,+16.0

-34.5,+16.0

-25.4,+16.0

-25.4,+16.0

-25.4,+16.0

-58.3,+16.0

-49.6,+16.0

-45.8,+16.0

-58.3,+16.0

-49.6,+16.0

-45.8,+16.0

-27.5, +25.4

-24.9, +22.8

-23.8,+21.6

1'

6h 6h

.2 h

1'

-33.8,+25.4

-28.6,+22.8

-26.4,+21.6 h = 48'-10"

GENERAL STRUCTURAL NOTES: (CTD)

EXISTING CONDITIONS

3.1 AS WITH ANY WORK AFFECTING EXISTING CONSTRUCTION, UNFORESEEN CONDITIONS ARE UNAVOIDABLE WITHOUT

DEMOLISHING OTHERWISE SERVICEABLE CONSTRUCTION, DISRUPTING OCCUPIED OPERATIONS AND INCURRING SIGNIFICANT COST FOR CLOSE UP EXAMINATION AND NON-DESTRUCTIVE TESTING DURING THE DESIGN STAGE.

3.2 WITH THE PASSAGE OF TIME SINCE THE CREATION OF AS-BUILT DRAWINGS AND/OR THE DESIGNERS SURVEY, BOTH CONCEALED AND VISIBLE CONDITIONS MAY HAVE CHANGED DUE TO ALTERATIONS, ADDITIONS, RENOVATIONS AND

DETERIORATION.

3.3 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION RELATED ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL EMBEDDED AND CONCEALED ITEMS LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION SHALL BE LOCATED AND MARKED ON THE SURFACE. THIS WORK SHALL BE ACCOMPLISHED BY DESTRUCTIVE AND/OR NON-DESTRUCTIVE MEANS WITHOUT IMPAIRING THE STRUCTURAL INTEGRITY OF THE ASSOCIATED MEMBERS. SHORING AS REQUIRED SHALL BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT, AND FURNISHED AND INSTALLED AT NO

ADDITIONAL COST.

3.4 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN, CONSTRUCTION OR SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, INCLUDING PLAN AND SECTION SKETCHES PREPARED BY A LICENSED SURVEYOR, IMMEDIATELY FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN RESOLUTION OF THE INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE, INCLUDING SIZE, LOCATION AND FUNCTION OF THE EMBEDMENT, HAS

BEEN RECEIVED BY THE STRUCTURAL ENGINEER.

STEEL ROOF DECKING NOTES

1.1 ROOF DECK SHALL BE AS SPECIFIED ON THE PLANS IN ACCORDANCE WITH THE STEEL DECK

INSTITUTE. DECK SHALL HAVE A GALVANIZED FACTORY FINISH. TOUCH UP IN FIELD IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

1.2 ROOF DECKING SHALL BEAR A MINIMUM OF 1 ½" ON SUPPORTS AND SHALL BE LAPPED A

MINIMUM OF 2".

1.3 ROOF DECKING SHALL BE FASTENED TO COLD FORMED STEEL TRUSSES WITH # 12 SELF

TAPPING SCREWS AT A MAXIMUM SPACING OF 6" O.C. (36/4 PATTERN) AT ENDS OF SHEETS

AND AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 3'-0" FROM THE EXTERIOR OF THE

BUILDING AND A MAXIMUM OF 6" O.C. (36/4 PATTERN) AT ALL OTHER INTERMEDIATE

SUPPORTS. FASTENERS SHALL BE INSTALLED WITH A MINIMUM EDGE DISTANCE OF 1".

1.4 ROOF DECKING SIDE LAPS SHALL BE FASTENED WITH (3) #10 TEK SELF DRILLING SELF

TAPPING SCREW PER SPAN. BUTTON PUNCH SIDE LAPS ARE NOT PERMISSIBLE.

REINFORCED CONCRETE NOTES

1.01 CONCRETE DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318.

1.02 CONCRETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE FIELD REFERENCE MANUAL: STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 WITH SELECTED ACI AND ASTM

REFERENCES (SP-15 )

1.03 SUBMIT REINFORCING STEEL SHOP DRAWINGS AND RECEIVE APPROVAL PRIOR TO FABRICATION OF SAME.

1.04 ALL CONCRETE SHALL BE NORMAL WEIGHT (145PCF) AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH

AS FOLLOWS UNLESS NOTED OTHERWISE:

A. F'c = 4000 PSI

1.05 CONCRETE MIX DESIGN SUBMITTAL REQUIREMENTS:

A. CEMENT: AMOUNT PER CUBIC YARD AND SUPPLIER.

B. FLYASH: AMOUNT PER CUBIC YARD, SUPPLIER, A HISTORY OF SUCCESSFUL USE OF FLYASH CONCRETE IN

SIMILAR APPLICATIONS.

C. AGGREGATE: AMOUNT PER CUBIC YARD, TYPE AND COMPOSITE GRADATION ANALYSIS INCLUDING BOTH

COARSE AND FINE.

D. WATER: AMOUNT PER CUBIC YARD AND WATER/CEMENT RATIO.

E. ADMIXTURES: TYPE, AMOUNT PER CUBIC YARD, PRODUCT DATA INDICATING ASTM COMPLIANCE AND

CHLORIDE ION CONTENT.

F. COMPRESSIVE TESTS OF PAST USAGE OF THE SUBMITTED MIX DESIGN INDICATING THE SAME MIX DESIGN

CODE.

1.06 WHEN STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, CONCRETE MIX

DESIGN SHALL COMPLY WITH THE FOLLOWING:

A. 3000 PSI NORMAL WEIGHT CONCRETE SHALL BE BASED ON A MAXIMUM AGGREGATE SIZE OF 1 IN., MAXIMUM WATER/CEMENT RATIO OF 0.58 FOR NON-AIR-ENTRAINED, CONCRETE AND A MAXIMUM SLUMP OF 4IN.

B. THE MAXIMUM SLUMPS SPECIFIED ABOVE SHALL NOT BE EXCEEDED PRIOR TO THE ADDITION OF WATER

REDUCING ADMIXTURES REGARDLESS OF THE EXISTENCE OF TEST DATA.

C. AIR ENTRAINED CONCRETE SHALL BE USED FOR EXTERIOR EXPOSED CONCRETE IN ACCORDANCE WITH THE

FOLLOWING:

1. SEVERE FREEZING EXPOSURE (F3) BASED ON THE MAXIMUM NOMINAL AGGREGATE SIZE:

a. 3/4": 6 % + 1-1/2%

b. 1": 6 % + 1-1/2%

c. 1-1/2": 5.5 % + 1-1/2%

2. MODERATE FREEZING EXPOSURE (F2) BASED ON THE MAXIMUM NOMINAL AGGREGATE SIZE:

a. 3/4": 5 % + 1-1/2%

b. 1": 4.5 % + 1-1/2%

c. 1-1/2": 4.5 % + 1-1/2%

3. MILD FREEZING EXPOSURE (F0 AND F1) BASED ON THE MAXIMUM NOMINAL AGGREGATE SIZE:

a. 3/4": 3.5 % + 1-1/2%

b. 1": 3 % + 1-1/2%

c. 1-1/2": 2.5 % + 1-1/2%

E. NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C 33.

F. AGGREGATE FOR FLATWORK SHALL BE WELL GRADED INCLUDING FINE, INTERMEDIATE AND COARSE

AGGREGATE UNLESS OTHERWISE SPECIFIED.

G. WHEN PERMITTED, THE WEIGHT OF CLASS C FLYASH SHALL NOT EXCEED 25% OF THE WEIGHT OF CEMENT

PLUS POZZOLAN.

1.08 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE SPECIFICATIONS, WHEN PROVIDED, FOR

COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM, CONCRETE SPECIMENS SHALL BE TAKEN FOR EACH MIX DESIGN PLACED IN A DAY. CONCRETE TEST REPORTS SHALL BE AVAILABLE ON SITE FOR INSPECTION.

1.09 ALL STEEL REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING:

A. DEFORMED BARS SHALL CONFORM WITH ASTM A 615 GRADE 60.

B. DEFORMED BARS THAT WILL BE WELDED SHALL CONFORM TO ASTM A 706 GRADE 60. WELDING SHALL BE

IN ACCORDANCE WITH AWS D1.4 STRUCTURAL WELDING CODE.

REINFORCED CONCRETE NOTES (CTD.):

1.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR APPROVED.

STAGGER SPLICES WHERE POSSIBLE. DOWELS SHALL MATCH SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS OTHERWISE NOTED, ALL REINFORCING SHALL BE CONTACT LAP SPLICED WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318-19. FOR BARS WITH A MINIMUM COVER AND SPACING GREATER THAN 2.0DB AND 3.0DB (DB = BAR DIAMETER) RESPECTIVELY, THE MINIMUM SPLICE LENGTH, EXPRESSED IN BAR DIAMETERS, SHALL NOT BE LESS THAN SPECIFIED IN THE REBAR SPLICE SCHEDULE. SPLICE LENGTHS SHALL BE INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT AND WHEN LIGHTWEIGHT CONCRETE IS USED. LAP WELDED WIRE FABRIC (WWF) ONE

SPACE PLUS 2 IN. ON ALL SIDES AT SPLICES.

1.11 ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90-DEG HOOK UNO.

1.12 ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, THROUGH CONTROL JOINTS, AND

THROUGH CONSTRUCTION JOINTS UNO.

1.13 CONCRETE COVER AT REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3 IN.

B. FORMED CONCRETE EXPOSED TO WEATHER OR EARTH:

1. (#5 AND SMALLER) -1½ ".

2. (#6 TO #18) -2".

3. ALL OTHER -1 ½".

1.14 MINIMUM CONCRETE COVER FOR REINFORCEMENT

A. SLABS: 2 IN.

B. WALLS: 2 IN.

1.15 CONCRETE SHALL RECEIVE THE FOLLOWING FINISHES:

A. EXTERIOR SLABS - BROOM FINISH IN DIRECTION OF SLOPE.

B. ALL OTHER CONCRETE - STEEL TROWEL FINISH

1.16 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING, OR FORKING SO THAT THE CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY CAUSE HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS.IF VIBRATORS, OF ADEQUATE SIZE, ARE USED THEY SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART. AT EACH INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT SUFFICIENT TO CAUSE SEGREGATION (GENERALLY

FROM 5 TO 15 SECONDS).

1.17 MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH THE REQUIREMENTS OF ACI 308 - STANDARD PRACTICE FOR CURING CONCRETE; AMERICAN CONCRETE INSTITUTE. A COMBINATION CURING AND SEALING COMPOUND SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS REMOVED. COMPOUND SHALL BE IN ACCORDANCE WITH ASTM C309, LATEST ADOPTED EDITION, TYPE I, CLASS B. (W.R. MEADOWS CS-309).

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

Revisions:

STRUCTURAL NOTES REPLACE AIR HANDLERS IN BUILDING 1

VAMC MARION, IL

S001

675A5-22-103

03-07-2025

BID DOCUMENTS

DCASLW

PLAN

NORTH

TRUE

NORTH

KEY PLAN

NTS

PROJECT AREA

I J K L M

I.3

R E

F 1'

8"

R E

F

R E

F

R E

F

REF

3' - 9"

REF

8' - 9"

REF

9' - 0"

REF

4' - 9"

REF

12' - 3"

EXISTIN

G P

ENTHOUSE

STRUCTURE TO BE D

EMOLISHED

EXIST STEEL COLUMN

TO BE DEMOLISHED

(E

W

X

(E

W

X

(E) - W10X22

(E

W

X

(E

W

X

(E) - W10X19

(E

W

X

(E

W

X

(E) - W12X30

SHORE EXISTING STEEL

BEAM PRIOR TO

COLUMN REMOVAL

(E) - W10X22

R E

F

/2

EXISTING POST TO

BE DEMOLISHED

EXISTING POST TO

BE DEMOLISHED

DENOTES EXISTING PENTHOUSE STRUCTURE TO BE

DEMOLISHED

DENOTES EXIST STEEL BEAM TO BE DEMOLISHED

DENOTES EXISTING STEEL BEAM

DENOTES EXISTING CONCRETE FRAMING BELOW

DENOTES CONCRETE DEMOLITION BETWEEN EXIST PAN

JOISTS. FIELD VERIFY EXTENT OF DEMOLITION.

1. SHORING DESIGN AND CONSTRUCTION SHALL BE BY THE CONTRACTOR

AND SUBMITTED FOR REVIEW PRIOR TO COMMENCING WORK

2. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

4. NEW ROOF SLAB CORE PENETRATIONS SHALL BE ALLOWED FOR PIPING

PROVIDED PENETRATIONS DO NOT DAMAGE EXISTING CONCRETE BEAMS

OR PAN JOIST WEBS. PROVIDE A MINIMUM 18" SPACING BETWEEN

PENETRATIONS AND MAXIMUM CORE DIAMETER OF 12". COORDINATE

PENETRATION LOCATIONS WITH MECHANICAL ELECTRICAL AND PLUMBING

DRAWINGS AND EXISTING CONDITIONS PRIOR TO COMMENCING WORK.

I J K L M

I.3

REF

12' - 6"

REF

9' - 0"

REF

4' - 9"

REF

12' - 3"

R E

F 1'

8"

R E

F

R E

F

R E

F

R E

F

/2

E X

IS

T

C O

N C

R E

TE

J

O

IS

T

(E

R

B x2

(E

R

B 8x

(E

R B

8x

(E

R

B 8x

(E

R B

8x

(E

R

B 8x

(E

R

B x2

(E

R

B x2

(E

R

B 8x

(E

R

B 8x

(E) - 17 1/2 x 12

(E) - 12 x 12

(E) - 12 x 12

(E) - 12 x 12

(E) - 12 x 12

(E) - 12 x 12

REF

3' - 9"

HSS4X4X5/16

HSS4X4X1/4

HSS4X4X1/4 HSS4X4X1/4

HSS4X4X1/4HSS4X4X1/4

HSS4X4X1/4

HSS4X4X5/16

S501

4 TYP

(E) - W10X22

(E

W

X

(E

W

X

S503

S503

S503

S503

SIM

S201

DENOTES NEW METAL STUD WALL

DENOTES EXISTING CONCRETE FRAMING BELOW

1. T/STL PENTHOUSE PLATFORM = +2'- 3" FROM EXISTING ROOF

2. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL

FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

4. (E)-XxXX DENOTES EXISTING STRUCTURAL MEMBER

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

Revisions:

PENTHOUSE DEMO AND NEW

PENTHOUSE FRAMING PLANS

REPLACE AIR HANDLERS IN BUILDING 1

VAMC MARION, IL

S101

675A5-22-103

03-07-2025

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S101

EXISTING PENTHOUSE AND

ROOF FRAMING DEMOLITION PLAN

EXIST. PENTHOUSE DEMO PLAN LEGEND EXIST. PENTHOUSE DEMO PLAN NOTES

3/16" = 1'-0"S101

2 PENTHOUSE PLATFORM FRAMING PLAN

PENTHOUSE PLATFORM

FRAMING PLAN LEGEND

PENTHOUSE PLATFORM

FRAMING PLAN NOTES

I J K L M

REF

12' - 6"

REF

9' - 0"

REF

4' - 9"

REF

12' - 3"

R E

F

R E

F

R E

F

/2

3N16 STEEL

ROOF DECK

W12X14

W12X14

E O

D 1'

0"

SLOPE

I.3

EQ EQ EQ

W12X14

W12X14

E X

TE

N

S

IO

N

4' -0

O

.C . M

A X

K

W

/ R

TO

P

C H

O R

D

E X

TE

N

S

IO

N

4' -0

O

.C . M

A X

K

W

/ R

TO

P

C H

O R

D

E X

TE

N

S

IO

N

4' -0

O

.C . M

A X

K

W

/ R

TO

P

C H

O R

D

W

X

W

X

W

X

W

X

W

X

W

X

S201

S201

S201

S201

E O

D

3/ 4"

EOD

2' - 9"

EOD

1' - 0"

T/ S

TL

+1 4'

-6

/8

T/ S

TL

+1 4'

-2

/1 6"

HSS6X2X1/4 LSH TYP

S501

TYP

S501

S501

S501

S502

TYP

S502

TYP

S502

S502

TOP CHORD EXTENSION TYP

S502

S502

S201

TYP

KEY PLAN

NTS

PROJECT AREA

I J K L M

REF

12' - 6"

REF

9' - 0"

REF

4' - 9"

REF

12' - 3"

R E

F 1'

8"

R E

F

R E

F

R E

F

R E

F

/2

W10X22

W

X

W10X22

W

X

W10X26

I.3

REF

3' - 9"

S201

S201

S201

S201

W

X

W

X

W10X22

W10X19

W8X10

W8X10

W8X10

W8X10

W8X10

W8X10

W8X10

W10X19

W10X19

W10X19

W10X19

W10X19

W

X

W8X10

W8X10

W8X10

W8X10

W8X10

W8X10

W8X10

W

X

W

X

W10X22

W

X

W

X

W

X

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

6'

0"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

W

X

W

X

W

X

REF

7' - 2 1/4"

REF

5' - 0"

H S

S 8X

6X 3/

L

S V

H S

S 8X

6X 3/

L

S V

H S

S 8X

6X 3/

L

S V

HSS8X4X3/8 LSV @

COLUMN LINES TYP UNO

L2X2X1/4 TYP UNO

L4x4x3/8 TYP

S501

S501

TYP.

TYP.

L4x4x1/4 HORIZONTAL

BRACE TYP

S501

S502

S502

S501

1' - 9"

1' - 9 1/2"

W8X10

W8X10 W8X10

W8X10

W8X10

W8X10

W8X10

W8X10 W8X10

W8X10

W8X10

W8X10

2'

3/

8"

1'

1"

1'

9"

5'

7"

2'

8"

2'

9"

2'

2"

1'

9"

2'

2"

2'

2"

5'

5"

1'

- 1

1"

(E) - W10X22

(E

W

X

(E

W

X

(E) - W10X22

(E) - W8X24

(E) - W8X24

(E) - W8X24

S201

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

S503

STAIR, SEE ARCH.

S501

TYP

SEE NOTE 6

SEE NOTE 6

DENOTES NEW GALVANIZED STEEL GRATING

DENOTES BRACED FRAME

BEAM

DENOTES SPAN DIRECTION OF W19-4(1x3/16) GRATING

DENOTES NEW HORIZONTAL BRACING

DENOTES MOMENT CONNECTION. SEE DETAILS.

DENOTES SPLIT LOCATIONS, SEE NOTE 4X' - X" *

1. T/STL PENTHOUSE PLATFORM = +2'- 3" FROM EXISTING ROOF

2. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

4. COORDINATE AHU SPLIT SECTION DIMENSIONS WITH ACTUAL EQUIPMENT

PROVIDED.

5. (E)-XxXX DENOTES EXISTING STRUCTURAL MEMBER

6. PROVIDE L2x2x1/4 FRAME AS REQUIRED AT FLOOR DRAIN. WELD END OF

ANGLES TO FLOOR BEAMS WITH 3/16 ALL AROUND FILLET WELDS.

OPENING WIDTH JAMB SIZE HEAD/SILL SIZE JAMB TOP CONNECTOR JAMB BASE CONNECTOR

LIGHT GAUGE FRAMED OPENING SCHEDULE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE

FOR ALL OTHER CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.

4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HILTI KWIK BOLT TZ ANCHOR AT EACH

CONNECTOR TO CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB. IN CONDITIONS WHERE EXISTING ELEVATED CONCRETE BASE DOES NOT PROVIDE 6" THICKNESS PROVIDE THROUGH BOLT SAME SIZE AS NOTED ABOVE THROUGH THE CONCRETE WITH 3/8" x 3" SQUARE PLATE ON THE UNDER SIDE OF

CONCRETE. DOUBLE NUT THROUGH BOLT.

5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS. ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A

MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".

6. BUILT UP STUDS SHALL NOT BE BACK TO BACK. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO

BUILD UP MEMBER AND PROVIDE FLAT SURFACE FOR ROUGH OPENING.

7. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL FOR

MISSION CRITICAL PROTECTED FACILITIES, 2023 EDITION.

8. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHOR NOTED IN NOTE 3 ABOVE.

WALL HEIGHT STUD SIZE STUD SPACING

TOP CONNECTOR

TO STEEL

BASE CONNECTOR TO

CONCRETE

LIGHT GAUGE WALL FRAMING SCHEDULE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

STUDS AT METAL WALL PANEL LOCATIONS

UP to 15'-0" (2) VERTICLIP SL600-68 (1) STIFFCLIP CL600-118(2) 600S200-97 1'-0"

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT

GAUGE FOR ALL OTHER CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.

4. STUD BASE CONNECTORS BELOW PLATFORM LEVEL SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HILTI

KWIK BOLT TZ ANCHOR TO CONCRETE AND (6) #12 SDS TO STUD. IN CONDITIONS WHERE EXISTING ELEVATED CONCRETE BASE DOES NOT PROVIDE 6" THICKNESS PROVIDE THROUGH BOLT SAME SIZE AS NOTED ABOVE THROUGH THE CONCRETE WITH 3/8" x 3" SQUARE PLATE ON THE UNDER SIDE OF

CONCRETE. DOUBLE NUT THROUGH BOLT.

5. ALL STUD TOP CONNECTORS SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS. ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN

FASTENERS WITH A MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".

6. BASE CONNECTOR AT STUDS NOT ATTACHED TO CONCRETE SHALL BE CONNECTED TO THE STUD WITH

(6) #12 SELF DRILLING SCREWS AND ATTACHED TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2"

7. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL FOR

MISSION CRITICAL PROTECTED FACILITIES, 2023 EDITION.

8. BUILT UP STUDS SHALL NOT BE BACK TO BACK. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO

BUILD UP MEMBER INTO BOX SHAPE.

UP TO 6'-0" (4) 600S250-97 (2) 600S200-97 (2) VERTICLIP SL600-68 (2) STIFFCLIP CL600-118

(2) VERTICLIP SLB600-68

AT BYPASS STUD

CONDITIONS

BASE CONNECTOR TO STEEL

(1) STIFFCLIP CL600-118

PLAN

NORTH

TRUE

NORTH

1. (X'-X") INDICATES T/STL ELEVATION RELATIVE TO 0'-0".

2. COORDINATE T/STL WITH JOIST SEAT DEPTH REQUIRED.

3. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL POINT.

4. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

5. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

6. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

BRACED FRAME

BEAM

EDGE OF DECK

JOIST BRIDGING

SLOPE ARROW WITH SLOPE (1/4" PER FT MIN.)

DENOTES DECK SPAN DIRECTION & DECK DESCRIPTION

DENOTES BOTTOM FLANGE BRACE

DENOTES 250 LB JOIST POINT LOAD

SLOPE

3/16" = 1'-0"S102

2 PENTHOUSE ROOF FRAMING PLAN

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

Revisions:

PLATFORM ROOF FRAMING

PLAN

REPLACE AIR HANDLERS IN BUILDING 1

VAMC MARION, IL

S102

675A5-22-103

03-07-2025

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S102

1 PENTHOUSE PLATFORM FRAMING PLAN

PENTHOUSE PLATFORM

FRAMING PLAN LEGEND

PENTHOUSE PLATFORM

FRAMING PLAN NOTES

PENTHOUSE ROOF FRAMING PLAN NOTES PENTHOUSE ROOF FRAMING PLAN LEGEND

K I.3

REF

17' - 9"

S502

S502

OPP. HAND

HSS4X4X1/4

W12X14

W10X22

H S

S 4X

4X 5/

16 H S

S 4X

4X 1/

(E) - W10X22

S503

H S

S 4X

4X 1/

T=C=9.1K

T/STL

SEE PLAN

KI.3

REF

17' - 9"

S502

S502

TYP

W12X14

HSS

4X

4X 1/

HSS4X4X1/4

W10X22

H S

S 4X

4X 5/

H S

S 4X

4X 1/

HSS4X4X1/4

HSS

4X

4X 1/

T= C=6

.3 K

T=C=7.0K

T/STL

SEE PLAN

S502

5 TYP

4 5

REF

20' - 0"

S502

S502

TYP

W12X26

HSS4X

4X

1/

4 HSS4X4X1/4

W12X14

H S

S 4X

4X 5/

H S

S 4X

4X 1/

T= C=5

.7 K

T=C=5.7K

T/STL

SEE PLAN

S501

REF

20' - 2 1/2"

S502

S502

TYP

W12X14

H S

S 4X

4X 1/

W12X26

H S

S 4X

4X 1/

HSS4X

4X

1/

HSS4X4X1/4

T= C=4

.8 K

T=C=4.8K

T/STL

SEE PLAN

S501

HSS6X4X1/4

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

HSS6X4X1/4

H S

S 6X

2X 1/

HSS6X6X1/4

H S

S 6X

2X 1/

S5023

S502

S502

S502

HSS8X6X3/8 LSV HSS8X6X3/8 LSV

HSS8X4X3/8

LSH

LSH

SEE NOTE 1

8' - 6" 2' - 4 1/4" 10 3/4"

SEE NOTE 1

9' - 4"

S E

E N

O

TE

4'

6"

EQ EQ

TYP.

TYP.

TYP.

S502

S502

6 TYP. TYP.

TYP.

T/STL

SEE PLAN

S E

E N

O

TE

8'

1/

4"

S E

E N

O

TE

3'

1/

4"

NOTE 1:

COORDINATE WITH ACTUAL

LOUVER AND DOOR PROVIDED

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

Revisions:

FRAMING ELEVATIONS REPLACE AIR HANDLERS IN BUILDING 1

VAMC MARION, IL

S201

675A5-22-103

03-07-2025

BID DOCUMENTS

DCASLW

3/8" = 1'-0"S201

1 BRACE ELEVATION ALONG GRID LINE "5"

3/8" = 1'-0"S201

2 BRACE ELEVATION ALONG GRID LINE "2"

3/8" = 1'-0"S201

4 BRACE ELEVATION ALONG GRID LINE "K"

3/8" = 1'-0"S201

5 BRACE ELEVATION ALONG GRID LINE "I.3"

3/8" = 1'-0"S201

3 FRAMING ELEVATION ALONG GRID LINE "K"

R 1/ 2"

TYP

1/2" TYP

T O

N E

A R

E S

T 1/

4" k

R O

U N

D E

D U

P bf

T O

N E

A R

E S

T 1/

4" k, R O

U N

D E

D U

P

ROUND UP TO NEAREST 1/4"

(b /2 + 1/2") f

STEEL BEAM,

SEE PLAN

DOUBLE ANGLES

(5/16" THICKNESS

MIN.)

3" MAX.

3" S

P A

C E

S

3" M

A X

CL

3/4" dia ASTM A-325 BOLTS TYP.

(2) REQUIRED AT W8 AND W10 MEMBERS,

(3) AT W12 MEMBERS

HORIZONTAL

BRACE, SEE PLAN

3/16

TOP FLANGE OF

WIDE FLANGE BEAM

WIDE FLANGE BEAM

1/

2"

1/ 2"

1/4'' CAP PLATE AT

TOP OF COLUMN

STEEL COLUMN,

SEE PLAN

3/8"x4"x0'-9" PLATE

LONG SIDE VERTICAL

(3) 3/4''Ø A325 BOLTS

1/2"

3" 3"

2 1/2"

T/ STL

SEE PLAN

CL

3/16

1/8

1 1/2"

1/

2"

3"

3"

STEEL COLUMN,

SEE PLAN

1/4

13/16'' DIA. HOLE FOR 1/2"

ANCHOR BOLTS

3/4"x10"x10" BASE

PLATE, U.N.O.

CL

CL

NOTES:

1. USE (4) 1/2" DIA.x2 3/4" EMBED HILTI HY200

ANCHOR TYP. U.N.O.

2. PROVIDE 1 1/2" NON-SHRINK GROUT

UNDER BASEPLATE.

EXISTING

CONCRETE

COLUMN BELOW

1/4'' CAP PLATE AT TOP

OF COLUMN

HSS COLUMN,

SEE PLAN

3/8"x4"x0'-9" PL.

(3) 3/4''Ø ASTM A-325 BOLTS

1/8''

1/2"

3" 3"

T/ STL

SEE PLAN

CL

2 1/2"

BEAM,

SEE PLAN BEAM,

SEE PLAN

3/16

TYP.

HSS COLUMN,

SEE PLAN

3/8"x4"x0'-9" PL.

3/4"Ø ASTM A-325 BOLTS TYP.

(2) REQUIRED AT W8 AND W10 MEMBERS,

(3) AT W12 MEMBERS

1/2"

3" 3"

T/ STL

SEE PLAN

CL

2 1/2"

BEAM,

SEE PLAN BEAM,

SEE PLAN

3/16

TYP.

K

JOIST SEE

PLAN

BEAM SEE

PLAN

METAL

WALL STUD

GRATING

SEE PLAN BEAM, SEE

PLAN

BEAM SEE

PLAN

EXISTING CONCRETE

PAN JOINT/SLAB AND

ROOF BEAM

EXISTING PAN JOIST AND

SLAB SEE PLANEXISTING

CONCRETE

COLUMN

COLUMN

SEE PLAN

BEAM, SEE

PLAN

1/4

TYP

2L4x4x1/4x6"

LONG TYP

3/16

TYP

3/16

TYP

2' - 9"

2' - 0"

1/4"x3x0'-3" CONT

BENT PLATE

1/4

TYP

3/16

TYP

I.3

JOIST SEE

PLAN

BEAM SEE

PLAN

WALL

STUD SEE

SCHEDULE

GRATING

SEE PLAN

BEAM SEE

PLAN

BEAM SEE

PLAN

BRACING

SEE PLAN

EXISTING

CONCRETE

PARAPET AND

ROOF BEAM

EXISTING PAN JOIST AND

SLAB SEE PLAN

EXISTING

CONCRETE

COLUMN

WALL

STUD SEE

SCHEDULE

C4x5.4 @ EVERY

OTHER…