Attachment 3 - CD Combined Drawings.pdf

1. ALL DIMENSIONS SHALL BE VERIFIED CAREFULLY AND ANY DISCREPANCIES BROUGHT TO THE IMMEDIATE ATTENTION

OF THE VA COR.

2. GENERAL CONTRACTOR SHALL PROTECT EXISTING CORRIDORS, ELEVATORS, DOORS, ETC. ALL DAMAGE RESULTING FROM RENOVATION, DEMOLITION OR TRANSPORTATION OF MATERIALS ASSOCIATED WITH THIS PROJECT MUST BE

REPAIRED.

3. NOTIFY THE VA COR PRIOR TO ANY HAMMER DRILLING, SAW CUTTING, OR CORE DRILLING. THIS MUST BE SCHEDULED

7 DAYS IN ADVANCE.

4. THE VA COR SHALL BE GIVEN THREE WEEKS NOTICE, IN WRITING, BEFORE ANY UTILITY SYSTEM SHUTDOWN IS

REQUIRED.

5. REPAIR OR REPLACE ALL PROPERTY OF THE OWNER DAMAGED BY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO:

EQUIPMENT, FLOORS, BASES, CEILING TILES, AND WALLS.

6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY REPAIR ANY DAMAGED UTILITY LINES AND

FIRE SPRINKLER PIPING DURING DEMOLITION AND CONSTRUCTION.

7. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FOR ASSISTANCE AND GUIDANCE, BUT EXACT LOCATIONS, DISTANCES, LEVELS, QUANTITIES SHALL BE GOVERNED BY ACTUAL CONDITIONS FOUND AT THE JOB SITE AND MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BECOME FAMILIAR WITH ALL AREAS OF THE EXISTING BUILDING AFFECTED BY THE WORK, PRIOR TO COMMENCING THE WORK.

GENERAL NOTES : GENERAL NOTES - JOHN J. PERSHING VAMC SPECIFIC :

GENERAL

1. CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH THE WORK AND ALL AREAS OF THE EXISTING BUILDING AFFECTED BY THE WORK, CAREFULLY VERIFYING ALL DIMENSIONS, AND BRINGING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE COR.

2. CONTRACTOR WILL INCLUDE INFORMATION DESCRIBING COMPLIANCE WITH ICRA REQUIREMENTS IN THE NARRATIVE.

3. CONTRACTOR WILL OBTAIN A PERMIT PRIOR TO BEGINNING WORK ABOVE CEILINGS.

4. CONTRACTOR MUST OBTAIN HOT WORK PERMITS DAILY FOR WELDING, SOLDERING, TORCH CUTTING, AND BURNING 24 HOURS PRIOR TO THE START OF WORK FROM THE COR. FIRE WATCH IS REQUIRED. CONTRACTOR WILL FURNISH FIRE EXTINGUISHERS. CONTRACTOR MUST ACQUIRE AND HOLD THESE PERMITS AT THE WORK SITE AT ALL TIMES.

5. NO SMOKING IS PERMITTED ON VA PROPERTY.

6. CONTRACTOR SHALL PROTECT THE EXISTING FACILITY AND REPAIR ANY DAMAGED UTILITY AND RESULTING FROM THE WORK.

7. CONTRACTOR WILL NOTIFY THE COR SEVEN DAYS PRIOR TO ANY CORE DRILLING.

8. CONTRACTOR WILL PROVIDE THREE WEEKS NOTICE IN WRITING PRIOR THESHUT DOWN OF ANY UTILITY.

9. CONTRACTOR WILL NOTIFY THE COR OF ANY DAMAGED FIRE SPRINKLER COMPONENTS AND REPAIR IMMEDIATELY.

10.CONTRACTOR WILL LEGALLY REMOVE AND DISPOSE OF ALL DEBRIS PER THE VA APPROVED WASTE MANAGEMENT PLAN.

PROTECTION COORDINATION & REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN ALL SITE AREAS IN A SAFE CONDITION AT ALL TIMES.

2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FOR BUILDING, SYSTEMS, OCCUPANTS, AND PEDESTRIANS AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR SHALL SUBMIT SAFETY PLAN TO COR FOR REVIEW AND APPROVAL INDICATING ALL SAFETY MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED PPE AND SAFE WORKING CONDITIONS FOR ALL WORKERS PER OSHA REQUIREMENTS.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 8-FOOT HIGH FENCING (CHAIN LINK AND ABLE TO BE LOCKED) IN AREAS WHERE WORK IS BEING PERFORMED, INCLUDING LAY

DOWN AND SET-UP AREAS.

6. THE CONTRACTOR SHALL PROVIDE A SPOTTER/ QUALIFIED SAFETY PERSON ON THE GROUND IN AREAS WHERE WORK IS BEING PERFORMED.

MECHANICAL SYSTEMS

1. CONTRACTOR SHALL PROTECT MECHANICAL UNITS INCLUDING AIR HANDLERS, COMPRESSORS, AND PIPING AS NECESSARY, AND CONTRACTOR SHALL MAINTAIN AIR FLOW (INTAKE & EXHAUST) AT EQUIPMENT AT ALL TIMES. INTAKES ADJACENT TO WORK AREAS SHALL BE FILTERED FROM DUST AND DEBRIS WITH MINIMUM MERV13 FILTER CLOTH.

POWER

1. COR WILL DETERMINE AVAILABILITY OF POWER SUPPLY (IF ANY) AT THE TIME OF THE AWARD OF THE CONSTRUCTION CONTRACT.

2. IF THE VA IS UNABLE TO PROVIDE A TEMPORARY ELECTRICAL CONNECTION DURING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE ELECTRICITY TO SUPPORT THE WORK. CONTRACTOR WILL REQUEST AN AREA TO USE THE GENERATOR AT LEAST SEVEN (7) CALENDAR DAYS PRIOR TO USE. CONTRACTOR IS RESPONSIBLE FOR PROTECTING

OUTSIDE BUILDING AIR INTAKES FROM EXHAUST FOR THE DURATION OF THE PROJECT.

3. CONTRACTOR SHALL REQUEST POWER SHUTDOWNS OF EQUIPMENT THROUGH COR. CONTRACTOR SHALL NOT SHUTDOWN EQUIPMENT OR ENGAGE WITH VA BREAKERS OR

DISCONNECTS ON ACTIVE EQUIPMENT.

ACCESS AND MATERIAL STAGING

1. ROOF ACCESS WILL BE COORDINATED WITH THE COR.

2. COR WILL DETERMINE AVAILABILITY OF ACCESS AND STAGING AREAS AND IDENTIFY POTENTIAL LOCATIONS (IF ANY) AT THE TIME OF THE ISSUANCE OF THE NOTICE TO PROCEED.

AREA FOR STAGING OR STORAGE MAY NOT BE AVAILABLE TO THE CONTRACTOR DURING CONSTRUCTION.

3. STORAGE IS NOT PERMITTED AROUND AHU INTAKES.

4. ALL HOIST MOVEMENTS MUST TAKE PLACE AFTER HOURS OR ON WEEKENDS, UNLESS APPROVED BY COR. A LIFT PLAN MUST BE SUBMITTED TWO WEEKS PRIOR TO ALL HOIST MOVEMENTS FOR APPROVAL. ALL LIFT WORK SHALL COMPLY WITH VA SPECIFICATIONS AND OSHA 29 CFR 1926 SUBPART CC.

5. CONTRACTOR SHALL PLAN STAGING AND STORAGE AREAS TO MINIMIZE IMPACT TO EXISTING INFRASTRUCTURE AND ALLOW FOR ACCESS TO EXISTING EQUIPMENT.

6. CONTRACTOR SHALL INCLUDE REQUESTS FOR ACCESS AND STAGING AREAS IN THE NARRATIVE AND SCHEDULE.

SECURITY REQUIREMENTS

1. ROOF ACCESS POINTS / DOORS SHALL BE KEPT LOCKED AT ALL TIMES TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING ROOF OR MECHANICAL ROOMS / STAIRS LEADING TO

ROOF. DOORS SHALL NOT BE PROPPED OPEN.

2. ALL MATERIAL AND EQUIPMENT SHALL BE KEPT IN A SECURED STATE AT ALL TIMES.

3. EXTERIOR STORAGE AREAS SHALL BE SECURED AND KEPT LOCKED AT ALL TIMES EXCEPT WHEN ADDING OR REMOVING MATERIALS.

4. CONTRACTOR SHALL SUPPLY TEMPORARY GUARD RAILS ON ROOFTOP WHERE GUARD RAILS ARE NOT ALREADY INSTALLED AS REQUIRED. CONTRACTOR SHALL FOLLOW ALL OHSA

REQUIREMENTS.

MEDICAL CENTER OPERATIONS

1. BUILDING AREAS WILL BE OCCUPIED AT ALL TIMES. CONTRACTOR WILL SCHEDULE THE WORK TO MINIMIZE DISRUPTION TO PATIENT COMFORT AND MEDICAL CENTER OPERATIONS.

2. CONTRACTOR SHALL PROVIDE A SCHEDULE THAT PROJECTS THE WORK FOR A MINIMUM OF FOUR WEEKS IS REQUIRED.

FOR COR APPROVAL THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR SHOULD INCLUDE STAGING/STORAGE AREA AND TEMPORARY POWER REQUESTS IN THE

SCHEDULE INFORMATION.

3. DEMOLITION WORK AND WORK WITH TOOLS THAT TRANSMIT VIBRATIONS AND NOISE THROUGH THE BUILDING STRUCTURE ARE PERMITTED ONLY DURING THE HOURS OF 5PM - 8PM

MONDAY THROUGH FRIDAY.

WORK AREA PREPARATION & PROTECTION

1. CONTRACTOR MUST PROVIDE WALK-OFF MATS AND ANY OTHER METHODS OF PROTECTION NEEDED DURING THE CONSTRUCTION/REPAIR PROCESS, IN ORDER TO PROTECT

STAIRWELLS AND CORRIDORS FROM DIRT AND DEBRIS.

2. CONTRACTOR MUST INSTALL FILTERS OVER ROOF DRAINS TO PREVENT DEBRIS FROM ENTERING ROOF DRAIN. REMOVE DEBRIS FROM ROOFS ON A DAILY BASIS.

3. CONTRACTOR SHALL PROVIDE WALK-OFF MATS AT ROOF SURFACES WHERE CONSTRUCTION TRAFFIC AND DEBRIS WILL AFFECT EXISTING ROOF.

4. ALL PROTECTION MEASURES MUST BE APPROVED BY COR PRIOR TO START OF WORK.

ENVIRONMENTAL HAZARDS (ACM - ASBESTOS CONTAINING MATERIALS)

1. ALL ASBESTOS ABATEMENT OR ENCLOSURE WORK SHALL BE PERFORMED BY PROPERLY TRAINED/LICENSED ASBESTOS ABATEMENT

CONTRACTOR WITHIN A FULL CONTAINMENT UNDER NEGATIVE PRESSURE (NPE).

2. ALL HVAC AIR INTAKES WITHIN NPE SHALL BE SHUT DOWN AND ISOLATED WITH CRITICAL BARRIERS DURING ACTIVE ACM REMOVAL OR ENCLOSURE WORK. WORK TO BE SCHEDULED WITH GENERAL CONTRACTOR AND OWNER TO ACCOMMODATE CONSTRUCTION AND FACILITY REQUIREMENTS.

3. WORKERS PERFORMING ACM REMOVAL OR ENCLOSURE SHALL DON, AT MINIMUM, HALF FACE AIR PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST SUITS (WITH BOOT COVERS) AND GLOVES DURING ACTIVE TASKS, WHICH SHALL BE SUPPLEMENTED WITH USE OF POWERED AIR PURIFYING RESPIRATORS.

4. ACM REMOVAL WORK AREAS SHALL BE PREPARED IN ACCORDANCE WITH THE FOLLOWING: A) ALL FLOORS, CEILINGS AND WALLS SHALL BE ISOLATED USING 2-LAYERS OF 6-MIL POLY SHEETING; B) OSHA ASBESTOS SIGNAGE AT ENTRANCE TO REGULATED AREAS; C)SINGLE-POINT OF ENTRY WITH 3-STAGE WET DECONTAMINATION STATION TO ALLOW WORKERS TO REMOVE PPE, WASH AND VACUUM THEMSELVES OFF PRIOR TO EXITING THE REGULATED WORK AREA; D) MAINTAINED UNDER NEGATIVE PRESSURE (-0.02 IN WG OR

BETTER) USING HEPA FILTERED AIR

MACHINES WITH EXHAUST ROUTED TO OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F) CLEAN/CHANGE ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES (OPAQUE POLY REQUIRED AS NEEDED FOR PRIVACY); G) RENEWABLE ADHESIVE MATS IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC DOES

NOT SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.

5. ACM WORK TO BE PERFORMED USING THE FOLLOWING CONTROLS: A) HEPA FILTERED VACUUM FOR CONTINUOUS AND FINAL CLEANUP; B) ONLY MANUAL REMOVAL MEANS/TOOLS

ARE ALLOWED TO DISTURB ACM (MECHANICAL TOOLS PROHIBITED FOR ACM REMOVAL).

6. REGULATED WORK AREA IS TO BE CLEANED BY CONTRACTOR FOLLOWING COMPONENT REMOVAL USING STANDARD HEPA VACUUM & WET WIPING METHODS AND VISUALLY INSPECTED AND CLEARANCE SAMPLED BY VA REPRESENTATIVE TO VERIFY COMPLETION OF SCOPE.

7. VPIH (VA PROFESSIONAL INDUSTRIAL HYGIENIST) IS TO BE RESPONSIBLE FOR PERIMETER AIR MONITORING AND FINAL CLEARANCE AIR SAMPLING/VISUAL INSPECTION

REQUIREMENTS.

8. CONTRACTOR TO BE RESPONSIBLE FOR OSHA EMPLOYEE EXPOSURE MONITORING REQUIREMENTS.

9. ALL WASTE PRODUCED DURING REMEDIATION PHASE SHALL BE COLLECTED, CONTAINERIZED, LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE WITH SPECIFICATIONS

10. ALL WASTE CONTAINERS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO LEAVING REGULATED WORK AREA.

11. WORK IS TO BE PERFORMED DURING OFF HOURS FROM 5:00 PM - 8:00 PM MONDAY THROUGH FRIDAY AND WEEKEND WORK FRIDAY 6 PM THROUGH SUNDAY. WORK IS PROHIBITED

ON FEDERAL HOLIDAYS.

12. ASBESTOS RELATED MATERIALS ARE PRESENT AND MAY NOT SHOWN ON DRAWINGS FOR CLARITY. KNOWN ASBESTOS MATERIALS INCLUDE FIRE DOORS, SOILS, DOOR AND WINDOW CAULKS, WINDOWS GLAZING, FLOOR TILE GROUPS AND ASSOCIATED UNDERLYING ASBESTOS MASTIC, FOUNDATION WATERPROOFING, TRANSITE AT WINDOW CONVECTORS, ASBESTOS DRYWALL ADHESIVES WHERE APPLIED TO WALL BLOCKS, GREEN MARBLE WALL PANELS, ACOUSTICAL LOBBY PLASTER, BLACK OR WHITE DUCT SEAM SEALANTS AND APPLICATIONS, SINK SOUND PROOFING, VIBRATION ISOLATION DUCT JOINTS, ASBESTOS PIPE INSULATION AND MUDDED FITTINGS, AND ZALBESTOS COATED DUCTWORK. PROTECT AS

NECESSARY.

13. AT INTERIOR REGULATED AREAS (NPE), WHERE THE COMBINED FOOTPRINT OF WORK CHAMBER, DECONTAMINATION CHAMBERS AND LOADOUT DOES NOT FIT WITHIN THE ROOM, THE DECON/LOADOUT CONFIGURATION MAY EXTEND INTO 1/2 WIDTH OF THE HALLWAY AS REQUIRED TO ALLOW PASSAGE IN CORRIDOR.

DRAWING SCHEDULE

PROJECT No.

Owner: Structural: Mechanical & Plumbing: Electrical: Fire Protection: Telecom: Interior:Architectural:

657A4-21-702

06/23/2022100% CONSTRUCTION DOCUMENTS

657A4-21-702 EHRM Training and Admin Space Support John J Pershing VA Medical Center (VAMC)

1500 North Westwood Blvd.

Poplar Bluff, MO 63901

John J. Pershing VA Medical Center Atriax Group PLLC

102 3rd Ave. NE Hickory, NC 28601

01-G1

Poplar Bluff, MO 63901

SHEET # DRAWING TITLE

SHEET

ISSUE

DATE

GENERAL

01-G1 COVER & SHEET INDEX 06/23/2022

01-G2 NOTES, ABBREVIATIONS, LEGENDS 06/23/2022

01-G3 UL DESIGN ASSEMBLY 06/23/2022

LOCATION MAP

AERIAL VIEW

MEDICAL CENTER DIRECTOR:

ASSISTANT DIRECTOR:

ASSOCIATE DIRECTOR:

CHIEF OF STAFF:

DIRECTOR OF PATIENT SERVICES:

CHIEF OF FACILITIES MANAGEMENT:

INFECTION CONTROL PRACTITIONER:

SAFETY OFFICER:

INTEGRATED PROJECT TEAM

APPROVAL SIGNATURES

01-A1 CONFERENCE RM 45A FLOOR, FINISH, EQUIPMENT AND CEILING PLANS 06/23/2022

01-A2 CONFERENCE RM 5054 FLOOR, FINISH, EQUIPMENT AND CEILING PLANS 06/23/2022

01-A3 CONFERENCE RM 5025/A FLOOR, FINISH, AND CEILING PLANS 06/23/2022

01-A4 CONFERENCE RM 5025/A EQUIPMENT PLANS - FOR REFERENCE ONLY 06/23/2022

01-A5 SCHEDULES AND DETAILS 06/23/2022

01-A6 WALL SECTIONS AND DETAILS 06/23/2022

01-A7 EXIT PROTECTION PLAN 06/23/2022

01-A8 CONSTRUCTION SIGNAGE 06/23/2022

01-S1 STRUCTURAL GENERAL NOTES 06/23/2022

01-S2 STRUCTURAL PLANS, SECTIONS AND DETAILS 06/23/2022

01-S3 STRUCTURAL SECTIONS AND DETAILS 06/23/2022

STRUCTURAL

FIRE PROTECTION

01-F1 FIRE PROTECTION PLANS 06/23/2022

MECHANICAL

01-M1 MECHANICAL SYMBOLS AND ABBREVIATIONS 06/23/2022

01-M2 CONFERENCE RM 45A MECHANICAL PLANS 06/23/2022

01-M3 CONFERENCE RM 5054 MECHANICAL PLANS 06/23/2022

01-M4 CONFERENCE RM 5025/A MECHANICAL PLANS 06/23/2022

01-M5 ROOF MECHANICAL PLANS 06/23/2022

01-M6 MECHANICAL DETAILS 06/23/2022

01-M7 MECHANICAL SCHEDULES 06/23/2022

01-M8 MECHANICAL CONTROLS 06/23/2022

01-M9 MECHANICAL CONTROLS 06/23/2022

ELECTRICAL

01-E1 ELECTRICAL SYMBOLS AND ABBREVIATIONS 06/23/2022

01-E2 CONFERENCE RM 45A ELECTRICAL DEMOLITION AND LIGHTING PLANS 06/23/2022

01-E3 CONFERENCE RM 45A POWER AND LOW VOLTGE PLANS 06/23/2022

01-E4 CONFERENCE RM 5054 ELECTRICAL DEMOLITION AND LIGHTING PLANS 06/23/2022

01-E5 CONFERENCE RM 5054 POWER AND LOW VOLTAGE PLANS 06/23/2022

01-E6 CONFERENCE RM 5025/A DEMOLITION AND LIGHTING PLANS 06/23/2022

01-E7 CONFERENCE RM 5025/A POWER AND LOW VOLTAGE PLANS 06/23/2022

01-E8 ROOF ELECTRICAL PLANS 06/23/2022

01-E10 ELECTRICAL SCHEDULES 06/23/2022

ARCHITECTURAL

ALUMINUM

CONCRETE

GLASS

RIGID INSULATION

BRICK IN SECTION

CONCRETE MASONRY UNIT

EARTH

GYPSUM / PLASTER

STEEL

PEA GRAVEL

STONE

BATT INSULATION

PRECAST

GRAVEL

SAND

WOOD - SOLID

PLYWOOD

BRICK

CULTURED STONE

EXTERIOR COMPOSITE

PANEL

WOOD BLOCKING

WOOD SHIM

MATERIALS LEGEND SYMBOLS LEGEND

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS

1t

A02

Room Name

0-0000

NET SF

0 GRID LINE

ROOM No.

DOOR No.

WINDOW TYPE

WALL TYPE

NORTH ARROW

N

SPECIALTY

EQUIPMENT /

FURNITURE TAG

SCOPE NOTE

CENTER LINE

FLOW ARROW

INTERIOR

ELEVATION

DETAIL

SPOT

ELEVATION

MARKERS

REVISION No.

REVISION

CLOUD

EXTERIOR

ELEVATION

BUILDING SECTION

A301

A201

A211

A501

4 2

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

SECTION

MARKERS

GYP BD

10'-0" CEILING TAG

SD CD

CL

WALL SECTION

A301

DETAIL

SHEET

SMOKE PARTITION

1 - HOUR FIRE BARRIER

1 - HOUR FIRE SMOKE BARRIER

2 - HOUR FIRE BARRIER

Sheet No. Sequence Sheet Type Building Number

01-A1 SHEET No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

C U s e rs \M a ry

\D o c u m e n ts \E

H R

M -P o p la r

B lu ff A

R C

H

R m a ry .m o o re r@ a tr ia x g ro u p .c o m

.r v t

/2

/2

:0

:3

P

M

01-G2

NOTES, ABBREVIATIONS, LEGENDS 657A4-21-702 EHRM Training and

Admin Space Support

John J Pershing VA Medical Center (VAMC)

657A4-21-702

06/23/2022 SC HP

100% CONSTRUCTION

DOCUMENTS

Poplar Bluff, MO 63901

TEMP TEMPERATURE

TEMP TEMPORARY

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

TK BD TACK BOARD

TKP TACKABLE PANELING

TOC TOP OF CONCRETE

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TR ACCENT RAIL

TRTD TREATED

TRZ INTERIOR POURED EPOXY RESIN

TERRAZO

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UGND UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VOLT

VAC VACUUM

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VOL VOLUME

VP VACUUM PUMP

VP VANISHING POINT

VP VAPOR PRESSURE

VP VENEER PLASTER

VPC VENEER PLASTIC CEILING/SOFFIT

VR VAPOR RETARDER

VRR VINYL (ACROVYN) RAIL

VS VENT STACK

VS VOLUMETRIC SWITCH

VS SHEET VINYL

VT SOLID VINYL TILE

VTR VENT THRU ROOF

VTS VINYL TRANSITION STRIP

VWC VINYL WALLCOVERING

W WIDE

W WEST

W / W WALL TO WALL

W/ WITH

W/D WASHER / DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WC WALLCOVERING

WD WOOD

WDH WOOD HAND RAIL

WDM WOOD WALL MOULDINGS

WDP WOOD PANELING

WDR WOOD CHAIR, CRASH, OR HAND RAIL

WDS ATHLETIC/ACOUSTIC ISOLATED WOOD

FLOORING

WDSHV WOOD SHELVING

WDT WOOD TILE OR PARQUET FLOORING

WDV WOOD VENEER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WI WROUGHT IRON

WP WATERPROOF

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WR WIRE ROPE

WRP WATER REPELLENT

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

YD YARD

PREFIN PRE-FINISHED

PRF POLYURETHANE SPORTS FLOORING

PROP PROPERTY

PRST PRESSURE TREATED

PS POURED SEALANT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT(ED)

PT/E EPOXY PAINT

PT/F FLAT PAINT

PT/HG HIGH GLOSS PAINT

PT/SG SEMIGLOSS PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

Q HEAT TRANSFER

Q RATE OF FLOW

QT QUARRY TILE

QTY QUANTITY

QZF QUARTZ FLOORING

QZR QUARTZ RESIN

QZT QUARTZ TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE(D)

REQ REQUIRED

RESIL RESILIENT

REST RESTROOM

RET RETURN

REV REVISE / REVISION

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RAILROAD

RR ROLL ROOFING

RS RAPID START

RS ROUGH SAWN

RS RUBBER SHEET

RSF RUBBER SHEET FLOORING

RST REINFORCING STEEL

RT RIGHT

RTF RUBBER TILE FLOORING

RTS RUBBER TRANSITION STRIP

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SGL SINGLE

SH SINGLE HUNG

SHR SHOWER

SHR HD SHOWER HEAD

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SL SEA LEVEL

SL SPOT LIGHT

SLDG SLIDING

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFY / SPECIFICATION

SPH SOLID PHENOLIC POLYMER (TRESPA)

SPKR SPEAKER

SPR SOLID POLYMER RESIN (3FORM)

SQ SQUARE

SQIN SQUARE INCH(ES)

SSP SOLID SURFACE POLYMER (CORIAN)

SSPR SOLID POLYMER (CORIAN) RUB RAIL

SST STAINLESS STEEL

SSTR STAINLESS STEEL RUB RAIL

ST SINGLE THROW

ST STAIRS

ST STREET

ST STAIN

STA STATION

STD STANDARD

STIF STIFFENER

STON STONE

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUH SUSPENDED UNIT HEATER

SURF SURFACE

SUSP SUSPENDED

SVP VINYL SOLID PANEL (ACROVYN)

SW SWITCH

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/S TUB / SHOWER

TB TOWEL BAR

TC TERRA COTTA

TCZ CEMENTITIOUS TERRAZZO

TEL TELEPHONE

HD HAND DRYER

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HDWL HEADWALL

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HEAT PUMP

HP HIGH PRESSURE

HP HORSEPOWER

HR HAND RAIL

HS HAND SINK

HT HEIGHT

HVAC HEATING / VENTILATION / AIR

CONDITIONING

HW HOT WATER

HWP HOT WATER PUMP

HYD HYDRANT

IC IRONING CABINET

ID INSIDE DIAMETER

IN INCH / INCHES

INCL INCLUDE(D) / INCLUDING

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

ITS INTERTEK TESTING SERVICES

J-BOX JUNCTION BOX

JAN CLO JANITOR'S CLOSET

JS JANITOR'S SINK

KIT KITCHEN

L ANGLE

L LITER

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB(S) POUND(S)

LC LINEN CLOSET

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIB LIBRARY

LINO LINOLEUM

LKR LOCKER

LNO LINOLEUM

LPT LOW POINT

LT LIGHT

LTF LINOLEUM TILE FLOORING

LTWT LIGHT WEIGHT

LVR LOUVER

m METER

MACH MACHINE

MAT WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MB MAIL BOX

MB MIXING BOX

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MCP ACOUSTIC LAY-IN METAL CEILING PADS

ME MECHANICAL ENGINEER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

mm MILLIMETER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS MOP SINK

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

MTS METAL TRANSITION STRIP

MULL MULLION

MVBL MOVABLE

MW MICROWAVE

N NORTH

NA NOT AVAILABLE / APPLICABLE

NAT NATURAL

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OF / CI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PAR PARALLEL

PAR PARAPET

PART PARTIAL

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DMPF DAMPPROOFING

DR DOOR / DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EACH FACE

EG VERTICAL END GUARDS

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM ELECTROMAGNETIC

EM EXPANDED METAL

EMER EMERGENCY

ENCL ENCLOSED / ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPB ELECTRIC PANEL BOARD

EQ EQUAL(LY)

EQUIP EQUIPMENT

ER POURED EPOXY

ERF POURED EPOXY FLOORING

ESCAL ESCALATOR

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXF EXTERIOR FINISH

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAB FABRIC

FAI FRESH AIR INTAKE

FBRK FIREBRICK

FCP PREFABRICATED FABRIC CEILING PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FH FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FIN FLR FINISH FLOOR

FIXT FIXTURE

FLASH FLASH(ING)

FLR FLOOR

FLRSK FLOOR SINK

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOW FACE OF WALL

FP FIREPROOF

FPL FIREPLACE

FR FRAME

FRG FIBER REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSP FIRE STAND PIPE

FSTNR FASTENER

FTG FOOTING

FURG FURRING

FUT FUTURE

FWC FABRIC WALL COVER

FWP NON-ACOUSTIC STRETCHED FABRIC

PANEL WALL INSTALATION

G GROUND

GA GAGE

GALV GALVANIZE(D)

GB GRAB BAR

GC GENERAL CONTRACTOR

GDISP GARBAGE DISPOSAL

GEN GENERAL

GFP GFRP OR GFRG FREESTANDING PANEL

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED POLYMER

GL GLASS / GLAZING

GL BLK GLASS BLOCK

GLT GLASS MOSIAC TILE

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GPM GALLONS PER MINUTE

GR GROSS

GR LN GRADE LINE

GRAN GRANITE

GT GREASE TRAP

GT GROSS TON

GT GROUT

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAVY DUTY

@ AT

A/C AIR CONDITIONER / CONDITIONING

ACC ACCESSIBLE

ACCSY ACCESSORY

ACOUS INSUL ACOUSTICAL INSULATION

ACOUS PNL ACOUSTICAL PANELS

ACP LAY-IN ACOUSTIC PANEL CEILING PADS

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE / ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHR ANCHOR

AHU AIR HANDLING UNIT

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APPVD APPROVED

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWP WALL-MOUNTED SOUND ABSORPTION

PANEL

AWT ACOUSTIC WALL TREATMENT

BD BOARD

BITUM BITUMINOUS

BL BASELINE

BL BLACK

BLDG BUILDING

BM BEAM

BO BLOWOFF

BOT BOTTOM

BR BEDROOM

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

BW BOTH WAYS

C CELSIUS

C CHANNEL

C TO C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CEM PLAS CEMENT PLASTER (STUCCO)

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CH COAT HOOK

CHBD CHALKBOARD

CHFR CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CL D CLOTHES DRYER

CLG CEILING

CLG HT CEILING HEIGHT

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CARBON MONOXIDE

CO CASED OPENING

CO CERTIFICATE OF OCCUPANCY

CO CLEANOUT

CO COMPANY

CO CUTOUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONC FLR SEALED CONCRETE FLOOR

CONSTR CONSTRUCTION

CONT CONTINUE

CONT CONTROLLER

CONV CONVERT

CORR CORRIDOR / CORRUGATED

CPT CARPET

CR CLOSET ROD

CR CONTROL RELAY

CR CONTROL ROOM

CR CRASH RAIL

CS CAST STONE

CS CONTROL SWITCH

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU COPPER

CU FT CUBIC FOOT

CU YD CUBIC YARD

CUB CUBICLE CURTAIN

CURT CURTAIN

CW CASEMENT WINDOW

CW CHEMICAL WASTE LINE

CW CLOCKWISE

CW COLD WATER PIPING

D DEEP

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

C U s e rs \M a ry

\D o c u m e n ts \E

H R

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B lu ff A

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R m a ry .m o o re r@ a tr ia x g ro u p .c o m

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01-G3

UL DESIGN ASSEMBLY 657A4-21-702 EHRM Training and

Admin Space Support

John J Pershing VA Medical Center (VAMC)

657A4-21-702

06/23/2022 SC HP

100% CONSTRUCTION

DOCUMENTS

Poplar Bluff, MO 63901

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

018701 Red Oak Blvd.

Suite 500 Charlotte, NC 28217

(704) 522-0495 www.brittpeters.com BPA Project No. 21530

C U s e rs

\m ri c k h e r\

O n e

D ri v e

B ri tt P e te rs

A s s o c ia te s \D o c u m e n ts

\P o p la r B lu ff V

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01-S1

STRUCTURAL GENERAL NOTES 657A4-21-702 EHRM Training and

Administrative Space Support

John J. Pershing VA Medical Center (VAMC)

657A4-21-702

06/23/2022 MSR RES

100% CONSTRUCTION

DOCUMENTS

Poplar Bluff, MO

1.0. CODES AND STANDARDS:

1.1. INTERNATIONAL BUILDING CODE 2018 EDITION INCLUDING ALL SUBSEQUENT

SUPPLEMENTS AND AMENDMENTS THERETO.

1.2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", AMERICAN

SOCIETY OF CIVIL ENGINEERS, ASCE 7-16.

1.3. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", PUBLICATION 360-16 BY THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AND AS AMENDED IN SPECIFICATIONS.

1.4. "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", PUBLICATION 341-16 BY

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.

1.5. "STRUCTURAL WELDING CODE - STEEL (AWS D1.1-11)" AND "STRUCTURAL WELDING

CODE REINFORCING STEEL (AWS D1.4-11)", AMERICAN WELDING SOCIETY.

1.6. "STANDARD FOR STEEL ROOF DECK", SDI RD-2017, STEEL DECK INSTITUTE.

1.7. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

FRAMING, S240-15, AMERICAN IRON AND STEEL INSTITUTE.

2.0. SPECIFICATIONS:

2.1. THE STRUCTURAL GENERAL NOTES ARE NOT A SUBSTITUTE OR A REPLACEMENT

FOR THE PROJECT SPECIFICATIONS. THESE NOTES ARE INTENDED AS A GUIDE TO

THE DESIGN AND/OR CONSTRUCTION REQUIREMENTS ESTABLISHED FOR THIS PROJECT.

NO CONTRACTOR SHOULD ATTEMPT TO DESIGN, BID, OR CONSTRUCT ANY PORTION OF

THE WORK HEREIN WITHOUT CONSULTING THE PROJECT SPECIFICATIONS. WHERE

CONFLICTS OCCUR BETWEEN THESE NOTES AND THE SPECIFICATIONS, THE MORE

STRINGENT REQUIREMENT SHALL APPLY UNLESS A WRITTEN CLARIFICATION IS

ISSUED BY THE STRUCTURAL ENGINEER.

2.2. CONTRACTOR AND STRUCTURAL STEEL FABRICATOR SHOULD ACQUAINT THEMSELVES WITH

THE REQUIREMENTS FOR DOMESTICALLY PRODUCED BOLTS AND FOR STEEL CONNECTION

DESIGN REQUIREMENTS, INCLUDING SIGNED AND SEALED SHOP DRAWINGS AND

CONNECTION DESIGN CALCULATIONS, NOTED HEREIN AND IN THE STRUCTURAL STEEL

SPECIFICATIONS. REQUIREMENTS ARE MANDATORY. REFER TO SPECIFICATION

SECTION 051200 "STRUCTURAL STEEL"

2.3. STRUCTURAL STEEL SHALL BE FABRICATED BY A QUALIFIED FABRICATOR WHO PARTICIPATES

IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AS AN AISC CERTIFIED

PLANT "STANDARD FOR STEEL BUILDING STRUCTURES (STD)" AND THE STRUCTURAL

STEEL FABRICATOR MUST DEMONSTRATE A CONSISTENT RECORD OF AT LEAST TEN (10)

SUCCESSFUL PROJECTS OF EQUAL OR GREATER MAGNITUDE OVER THE PRECEDING FIVE

(5) YEARS. CONTRACTOR SHALL SUBMIT EVIDENCE TO THE ARCHITECT VERIFYING

HIS PROPOSED FABRICATOR'S COMPLIANCE. FABRICATOR'S CREDENTIALS MUST BE IN

COMPLIANCE WITHIN 48 HOURS OF BID.

2.4. STRUCTURAL STEEL SHALL BE ERECTED BY A QUALIFIED INSTALLER WHO MUST

DEMONSTRATE A CONSISTENT RECORD OF AT LEAST TEN (10) SUCCESSFUL

PROJECTS OF EQUAL OR GREATER MAGNITUDE OVER THE PRECEDING FIVE (5) YEARS.

CONTRACTOR SHALL SUBMIT EVIDENCE TO THE ARCHITECT VERIFYING HIS ERECTOR'S

COMPLIANCE. ERECTOR'S CREDENTIALS MUST BE IN COMPLIANCE WITHIN 48 HOURS OF BID.

3.0. DESIGN LOADS:

3.1. SUPERIMPOSED GRAVITY LOADS:

AREA LIVE LOAD DEAD LOAD

MINIMUM UNIFORM ROOF LOAD 20 PSF 25 PSF

ALL FRAMED FLOORS, U.N.O. 100 PSF 5 PSF

LIVE LOADS ARE REDUCED IN CONFORMANCE WITH ASCE 7-10

SECTION 4.8 "REDUCTION IN LIVE LOADS"

3.2. SEISMIC LOADS:

RISK CATEGORY IV

RISK IMPORTANCE FACTOR "IE" 1.50

THE SEISMIC FORCES GENERATED BY THIS ADDITION ARE RESISTED BY

THE ORIGINAL BUILDING LATERAL SYSTEM.

3.3. WIND LOADS PER ASCE 7-16:

BASIC WIND SPEED (3-SECOND GUST) 116 MPH

RISK CATEGORY IV

ASCE 7 EXPOSURE CATEGORY B

THE LATERAL FORCES GENERATED BY THE WIND ARE RESISTED BY

THE ORIGINAL BUILDING LATERAL SYSTEM.

WIND PRESSURES FOR CLADDING AND OTHER COMPONENTS VARY WITH SHAPE

FACTORS FOR THOSE COMPONENTS - SEE APPROPRIATE ASCE 7-10 SECTIONS

3.4. DRIFTING SNOW LOADS PER ASCE 7-16:

50 YEAR GROUND SNOW LOAD "PG" 15.0 PSF

RISK CATEGORY IV

IMPORTANCE FACTOR "I" 1.20

ROOF EXPOSURE TYPE PARTIAL

EXPOSURE FACTOR "CE" 1.00

THERMAL FACTOR "CT" 1.00

MINIMUM ROOF SNOW LOAD (PG*I) 18.0 PSF

FLAT ROOF SNOW LOAD "PF" 12.6 PSF

RAIN-ON-SNOW SURCHAGE 5.0 PSF

FLAT ROOF DESIGN SNOW LOAD 18.0 PSF

4.7. CONNECTION DESIGN: SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

A. FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF CONNECTIONS NOT DESIGNED

ON THE STRUCTURAL DRAWINGS.

B. ALL CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED

IN THE STATE WHERE THE PROJECT IS LOCATED. SHOP DRAWING CONTAINING

CONNECTION DESIGNS SHALL BE SIGNED AND SEALED. A NOTE INDICATING

"CONNECTION DESIGN ONLY" SHOULD ACCOMPANY THE SEAL. FABRICATOR SHALL

SUBMIT SIGNED AND SEALED CALCULATIONS FOR ALL CONNECTIONS DESIGNED AS

PART OF HIS WORK AND APPEARING ON HIS SHOP DRAWINGS.

C. GENERALLY, CONNECTIONS SHOWN ON THE DRAWINGS ARE SCHEMATIC AND ARE

INTENDED TO SHOW THE RELATIONSHIP OF THE MEMBERS.

D. CONNECTIONS SHALL BE DESIGNED FOR THE REACTIONS AS SHOWN ON THE DRAWINGS,

WITH A MINIMUM REACTION OF 10 KIPS. IF NO REACTION IS SHOWN ON PLAN,

DESIGN CONNECTIONS FOR ONE-HALF (1/2) THE MAXIUMUM TOTAL UNIFORM LOAD

ON THE MEMBER, AS DEFINED IN TABLE 3-6, "MAXIUMUM TOTAL UNIFORM LOAD"

IN THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS",

PUBLICATION 360-16.

E. MEMBER FORCES AND REACTIONS HAVE BEEN REDUCED IN CONFORMANCE TO CODE

PROVISIONS RELATED TO COMBINATIONS OF LOADS THAT INCLUDE WIND AND

SEISMIC FORCES. NO FURTHER REDUCTIONS IN FORCES OR INCREASES IN

ALLOWABLE STRESSES ARE PERMITTED.

F. CONNECTIONS SHOWN ON DRAWINGS ARE ULTIMATE (LRFD) LOAD REACTIONS.

G. CONNECTIONS MAY BE BOLTED OR WELDED, U.N.O. ON THE DRAWINGS.

4.8. BOLTED CONNECTIONS:

A. SLIP CRITICAL CONNECTIONS WITH A325SC OR A490SC BOLTS SHALL BE USED

IN ALL BOLTED MOMENT PLATE CONNECTIONS. OVERSIZED OR LONG-SLOTTED

HOLES ARE PERMITTED.

B. BEARING-TYPE CONNECTIONS WITH A325N OR A490N BOLTS SHALL BE USED FOR

ALL OTHER BOLTED CONNECTIONS. OVERSIZED AND LONG-SLOTTED HOLES ARE

NOT PERMITTED U.N.O. IN SINGLE TAB PLATE CONNECTIONS ONLY BEARING-

TYPE FASTENERS ARE PERMITTED, FASTENERS SHALL NOT BE TORQUED, AND

SHORT SLOTTED HOLES ARE REQUIRED.

C. ANCHOR BOLTS OR OTHER BOLTS, WHERE INDICATED, SHALL CONFORM TO ASTM

F1554 GR36 U.N.O.

D. PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND NOR PROHIBIT

THE APPLICATION OF ARCHITECTURAL FINISHES OR PLACEMENT OF STEEL DECK

AT ITS CORRECT LOCATION AND ELEVATION.

E. CONNECTION DESIGNER IS RESPONSIBLE FOR VERIFYING THE AXIAL CAPACITY

AFTER A SECTION IS REDUCED FOR BOLT HOLES. MEMBER SIZE MAY BE

INCREASED OR PLATES ADDED TO MAINTAIN REQUIRED CAPACITY.

F. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH

CONNECTION, ALLOWABLE VALUES FOR THE VARIOUS BOLT TYPES AND CAPACITY

OF EACH CONNECTION SHOWN.

G. DOMESTIC (AMERICAN) FASTENERS ARE REQUIRED IN ALL

STRUCTURAL STEEL WORK ON THIS PROJECT. IMPORTED FASTENERS ARE

PROHIBITED.

4.9. WELDED CONNECTIONS:

A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE

- STEEL" (AWS D1.1) OF THE AMERICAN WELDING SOCIETY.

B. ELECTRODES FOR WELDING SHALL COMPLY WITH THE REQUIREMENTS OF AWS

D1.1 TABLE 4.1.1.

C. SHOP DRAWINGS SHALL INDICATE WELD TYPE, REQUIRED ELECTRODES AND

CAPACITY FOR EACH CONNECTION DETAILED ON THE SHOP DRAWINGS.

D. PERFORM VISUAL INSPECTIONS OF ALL WELDS.

E. PERFORM NON-DESTRUCTIVE TESTS OF WELDS AS FOLLOWS:

1. PARTIAL PENETRATION WELDS - ONE SPOT TEST PER WELD USING

MAGNETIC PARTICLE TESTING TECHNIQUES.

2. FULL PENETRATION WELDS - TEST ENTIRE LENGTH OF ALL WELDS.

USE RADIOGRAPHIC OR ULTRASONIC TESTING TECHNIQUES.

4.10. WHERE CANTILEVER BEAMS OCCUR ON PLAN AND THE SIZE IS NOTED ONLY FOR THE

BACK-SPAN, THE CANTILEVER IS INTENDED TO BE THE SAME SIZE AS THE BACK-

SPAN.

4.11. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED

WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

4.12. NO CHANGE IN SIZE OR POSITION OF ANY STRUCTURAL ELEMENT NOR HOLES, SLOTS,

CUTS, ETC. SHALL BE MADE UNLESS DETAILED AND NOTED AS A PROPOSED CHANGE

ON THE SHOP DRAWINGS AND REVIEWED AND ACCEPTED BY THE STRUCTURAL

ENGINEER.

4.13. NO FINAL BOLTING OR WELDING SHALL BE PERFORMED UNTIL AS MUCH OF THE

STRUCTURE AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY ALIGNED.

4.14. FABRICATE ALL BEAMS WITH MILL CAMBERS UP.

4.15. U.N.O. BEAMS ARE EQUALLY SPACED BETWEEN COLUMNS.

4.16. MINIMUM PLATE THICKNESS SHALL BE 3/8" U.N.O.; MINIMUM BOLT DIAMETER SHALL

BE 3/4" U.N.O.; MINIMUM SHOP WELD SHALL BE 3/16" AND MINIMUM FIELD WELD

SHALL BE 1/4" U.N.O.

4.17. ALL RE-ENTRANT CORNERS (SUCH AS COPES AND BLOCKS) SHALL BE CUT AND SHAPED

NOTCH FREE WITH A RADIUS OF AT LEAST 1/2".

4.18. FIELD USE OF GAS CUTTING TORCHES IS PROHIBITED FOR CORRECTING FABRICATION

ERRORS IN PRIMARY STRUCTURAL FRAMING.

4.19. PARAGRAPH 4.4.1 OF THE AISC CODE OF STANDARD PRACTICE SHALL BE SUPERSEDED

BY THE FOLLOWING: INDICATION OF COMPLIANCE BY THE

OWNER OF SHOP DRAWINGS PREPARED BY THE FABRICATOR INDICATES THAT THE

FABRICATOR HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS. SUCH

INDICATION DOES NOT RELIEVE THE FABRICATOR OF THE RESPONSIBILITY ASSIGNED

TO HIM FOR THE DESIGN AND DETAILING OF CONNECTIONS ASSIGNED TO HIM, NOR

FOR THE ACCURACY OF DIMENSIONS ON THE SHOP DRAWINGS, NOR FOR GENERAL FIT

UP OF PARTS TO BE ASSEMBLED IN FIELD.

4.20. PARAGRAPHS 7.2 THROUGH 7.6 OF THE AISC CODE OF STANDARD PRACTICE SHALL BE

SUPERSEDED AS FOLLOWS: ALL REFERENCES TO "OWNER" SHALL BE REPLACED

WITH REFERENCES TO "CONTRACTOR".

4.21. EXPANSION BOLTS SHALL PROVIDE A MINIMUM SAFETY FACTOR OF FOUR (4) TIMES

THE FOLLOWING MINIMUM SERVICE LOAD CAPACITIES, U.N.O.

SLEEVE ANCHORS (2000 PSI MASONRY) WEDGE ANCHORS (3000 PSI CONCRETE)

DIA. SHEAR TENSION DIA. SHEAR TENSION

1/4" 270 LB. 300 LB. 1/2" 1950 LB. 1250 LB.

1/2" 930 LB. 600 LB. 3/4" 3750 LB. 2250 LB.

4.22. FOR ALL ROOF BEAMS PROVIDE L2X2X1/4" X-BRACING AT 1/4 POINTS ALONG THEIR

LENGTH, UNO.

5.2. STEEL DECK AT ROOFS AND PENTHOUSES SHALL BE GALVANIZED PER ASTM A525 G60.

5.3. STEEL ROOF DECK:

A. STEEL ROOF DECK SHALL BE DESIGNED TO FUNCTION AS A DIAPHRAGM FOR

TRANSMISSION OF LATERAL LOADS. CONNECTIONS OF DECK UNITS TO EACH OTHER

AND TO SUPPORTS SHALL BE DESIGNED BY THE DECK MANUFACTURER CONSISTENT

WITH THE DECK PROPERTIES AND SHALL BE DESIGNED TO TRANSMIT A SHEAR

FORCE PER LINEAL FOOT AT THE DIAPHRAGM BOUNDARIES DENOTED AS "Q=XX PLF"

(MINIMUM 200 PLF) WHERE SHOWN ON THE DRAWINGS.

B. FASTEN STEEL ROOF DECK UNITS TO STEEL SUPPORTING MEMBERS BY NOT LESS

THAN 5/8" DIAMETER FUSION WELDS OR ELONGATED WELDS OF EQUAL PERIMETER.

ALTERNATIVELY, FASTEN WITH "HILTI" X-ENP-19, X-EDN19 OR X-EDNK22

FASTENERS CONFORMING TO THE REQUIREMENTS OF THE "HILTI" PUBLISHED

INSTALLATION INSTRUCTIONS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN

12" O/C. AT EVERY SUPPORT AND AT CLOSER SPACINGS WHERE REQUIRED FOR

DIAPHRAGM SHEAR RESISTANCE.

C. FOR STEEL ROOF DECK SPANS EXCEEDING 5'-0", MECHANICALLY FASTEN SIDE

LAPS AT MID-SPAN USING "HILTI" #10 SELF-TAPPING SCREW OR "HILTI" S-SLC01

OR S-SLC02 SIDELAP CONNECTORS AS SHOWN ON DRAWINGS. PROVIDE ADDITIONAL

SIDELAP FASTENERS WHERE REQUIRED FOR LATERAL FORCE RESISTANCE.

D. DO NOT HANG PIPES, DUCTS OR ELECTRICAL COMPONENTS FROM STEEL ROOF DECK.

E. SUSPENDED CEILINGS CAN BE SUPPORTED DIRECTLY FROM THE ROOF DECK AS LONG

AS THE SYSTEM WEIGHT DOES NOT EXCEED 5 PSF AND THE ATTACHMENT OF THE

SYSTEM TO THE DECKING DOES NOT EXCEED 80 POUNDS OR DAMAGE THE DECKING

IN ANY WAY. THE CONTRACTOR IS RESPONSIBLE FOR THE ATTACHMENT.

5.4. STEEL DECK SUBMITTALS: STEEL DECK MANUFACTURER SHALL SUBMIT SHOP DRAWINGS

FOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER INDICATING DECK TYPE,

GAUGE AND PROTECTIVE TREATMENT, AS WELL AS TYPE, SIZE AND LAYOUT OF DECK

CONNECTIONS.

5.5. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMISSION AND

SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR

DIMENSIONS, QUANTITIES AND COORDINATION WITH THE OTHER TRADES.

5.6. DRAWINGS MAY BE ELECTRONICALLY SUBMITTED, PROVIDED LEGIBILITY IS MAINTAINED.

REVIEW COMMENTS ONLY WILL BE ELECTRONICALLY FORWARDED TO THE CONTRACTOR.

5.7. CONTRACTOR SHALL PROVIDE IN HIS SCHEDULE FOR A SHOP DRAWING REVIEW AND

RETURN TIME OF A MINIMUM OF FIFTEEN (15) WORKING DAYS IN THE STRUCTURAL

ENGINEER'S OFFICE.

6.0 LIGHT GAGE STEEL FRAMING:

6.1. ALL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE MOST RECENT EDITION

OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".

6.2. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL,

CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD

STRENGTH OF 50 KSI FOR MEMBERS WITH THICKNESSES OF 54 MILS AND HIGHER AND

33 KSI FOR MEMBERS WITH THICKNESSES OF 33 AND 43 MILS.

6.3. ALL MEMBERS SHOWN ARE STANDARD DESIGNATIONS OF "STEEL STUD MANUFACTURERS

ASSOCIATION".

6.4. MEMBERS INDICATED ON THE STRUCTURAL DRAWINGS ARE BASED ON MINIMUM

PROPERTIES OF PRODUCTS PRODUCED BY "STEEL STUD MANUFACTURERS ASSOCIATION".

SUBSTITUTION OF MATERIALS IS ACCEPTABLE, PRIOR TO SUBMISSION OF SHOP DRAWINGS

SUBJECT TO APPROVAL OF THE STRUCTURAL ENGINEER.

6.5. MEMBER CONFIGURATIONS AND CONNECTIONS SHOWN ON THE DRAWINGS ARE SCHEMATIC

AND ARE INTENDED ONLY TO SHOW RELATIONSHIPS OF MEMBERS AND INFORMATION

FOR PRICING AND BIDDING PURPOSES.

6.6. CONTRACTOR/FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL

LIGHTGAGE STEEL FRAMING AND SHALL RETAIN A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED TO PERFORM SUCH.

THE ENGINEER SHALL SEAL AND SIGN BOTH CALCULATIONS AND SHOP DRAWINGS.

UPON COMPLETION OF THE LIGHTGAGE FRAMING ERECTION THE ENGINEER SHALL

FURNISH A LETTER STATING THAT THE LIGHTGAGE FRAMING WAS INSTALLED IN

ACCORDANCE WITH THE APPROVED SHOP DRAWINGS.

6.7. SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR DETAILS, FABRICATION, AND

ERECTION OF LIGHTGAGE STEEL FRAMING:

A. COORDINATE CALCULATIONS WITH SHOP DRAWINGS.

B. DRAWINGS SHALL CLEARLY INDICATE LOCATION OF DETAILS FOR ERECTION.

C. DRAWINGS SHALL INCLUDE LAYOUT, SPACING, TYPE, MATERIAL MEMBER

PROPERTIES AND ALL DETAILS OF CONNECTIONS INCLUDING TYPE, SIZE, AND

SPACING OF CONNECTORS.

D. PROVIDE CALCULATIONS FOR ALL TYPICAL AND NON-TYPICAL CONNECTIONS AND

FOR ATTACHMENT TO PRIMARY STRUCTURAL FRAME.

6.8. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMISSION AND

SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR

DIMENSIONS, QUANTITIES AND COORDINATION WITH THE OTHER TRADES.

6.9. DRAWINGS MAY BE ELECTRONICALLY SUBMITTED, PROVIDED LEGIBILITY IS MAINTAINED.

REVIEW COMMENTS ONLY WILL BE ELECTRONICALLY FORWARDED TO THE CONTRACTOR.

6.10. CONTRACTOR SHALL PROVIDE IN HIS SCHEDULE FOR A SHOP DRAWING REVIEW AND

RETURN TIME OF A MINIMUM OF FIFTEEN (15) WORKING DAYS IN THE STRUCTURAL

ENGINEER'S OFFICE.

6.11. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO

PERPENDICULARMEMBERS OR AS REQUIRED FOR AN ANGULAR FIT TIGHT AGAINST

ABUTTING MEMBERS.

6.12. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT

THEIR ENDS ARE POSITIONED TIGHT AGAINST THE INSIDE OF RUNNER WEBS PRIOR TO

FASTENING. PROVIDE WEAK-AXIS HORIZONTAL BRACING AT 36 INCHES MAXIMUM

VERTICAL SPACING, BOTH STUD FLANGES. HORIZONTAL BRACING SHALL BE 1-1/2" X

20 GA. STRAPS AND CS TYPE RUNNER SOLID BRIDGING AT EACH END OF WALL,

ADJACENT TO WALL OPENINGS, AND AT 8'-0" O/C. MAXIMUM.

6.13. FLOOR OR ROOF JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING, A FITTED

CS TYPE CLOSURE OR JOIST SECTION, PLACED BETWEEN OUTER JOISTS, OVER ALL

INTERIOR SUPPORTS, ADJACENT TO OPENINGS AND AT 8'-0" O/C. MAXIMUM.

BETWEEN SOLID BLOCKING PROVIDE STRAP BRACING OF 1-1/2" X 20 GA. STRAPS.

JOIST BRIDGING SHALL BE PROVIDED AT MID-SPAN OR AT 8'-0' O/C. MAXIMUM FOR

SPANS EXCEEDING 15"-0".

6.14. WHERE STUDS FRAME TO STRUCTURAL FLOOR OR ROOF MEMBERS SUBJECT TO

DEFLECTION FROM TRANSIENT OR LIVE LOADING, EITHER A DEEP LEG DOUBLE TRACK

OR A "Z" CLIP ASSEMBLY SHALL BE PROVIDED AT THE TOP RUNNER TO ACCOMMODATE

VERTICAL STRUCTURAL MOVEMENT. FAILURE TO PROVIDE TOP CONNECTIONS CAPABLE

OF ACCOMMODATING MOVEMENT MAY RESULT IN CRUSHING AND BUCKLING OF THE STUD

MEMBERS AND DAMAGE TO ARCHITECTURAL COMPONENTS OR FINISHES.

6.15. COORDINATE FIREPROOFING REQUIREMENTS FOR LIGHT GAGE ATTACHMENT TO

STRUCUTRAL STEEL.

6.16. FASTENING OF COMPONENTS SHALL BE BY SELF-DRILLING SCREWS OR BY WELDING AS

DEFINED BELOW U.N.O. ON THE DRAWINGS.

7.0. INSPECTION AND TESTING:

7.1. AN INDEPENDENT TESTING LABORATORY SHALL BE RETAINED IN ACCORDANCE WITH

THE PROJECT SPECIFICATIONS TO PERFORM TESTING OF FOUNDATION BEARING

STRATA, ENGINEERED FILLS, CONCRETE, GROUT, STEEL, AND WELDING. SEE

PROJECT SPECIFICATIONS FOR REQUIREMENTS.

7.2. THE CONTRACTOR, IN CONJUNCTION WITH THE TESTING LABORATORY AND IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, SHALL DETERMINE THE FREQUENCY

OF THE TESTING NECESSARY TO INSURE THAT THE DESIGN REQUIREMENTS ARE

BEING MET.

7.3. THE TESTING AGENCY SHALL VERIFY THAT ALL WELDERS HAVE SATISFACTORILY

PASSED AWS QUALIFICATION TESTS FOR THE WELDS WHICH THEY WILL PERFORM.

7.4. THE CONTRACTOR AND TESTING AGENCY SHALL REQUIRE THAT AWS QUALIFICATION

TESTS FOR WELDING OF MATERIAL LESS THAN 1/8" IN THICKNESS ARE PASSED

BY WELDERS EXPECTED TO ERECT LIGHTGAGE FRAMING MATERIALS. THESE

TESTS ARE NOT THE SAME AS FOR MATERIALS 1/8" OR GREATER IN THICKNESS (I.E.

STRUCTURAL STEEL MATERIALS)

7.5. ALL WELDING SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH AWS D1.1 OR

D1.3 AS APPROPRIATE TO THE MATERIAL THICKNESS.

7.6. THE TESTING AGENCY SHALL VERIFY THAT THE METAL DECK IS ATTACHED TO THE

STRUCTURAL STEEL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND

APPROVED SHOP DRAWINGS.

7.7. CONCRETE TESTING SHALL BE IN ACCORDANCE WITH ACI 301 CHAPTER 16 AND

APPROPRIATE AND WITH THE PROJECT SPECIFICATIONS.

8.0. CONSTRUCTION AND SAFETY:

8.1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS

AND PRECAUTIONS RELATED TO ALL WORK ON THIS PROJECT.

8.2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF PERSONS AND

PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT SAME

AGAINST INJURY, DAMAGE OR LOSS.

8.3. MEANS AND METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIALS ARE

SOLELY THE CONTRACTOR'S RESPONSIBILITY.

8.4. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE

DRAWINGS OF OTHER CONSULTANTS AND TRADES. THE CONTRACTOR SHALL COORDINATE

THE VARIOUS REQUIREMENTS.

8.5. NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION OR LOCATION SHALL BE MADE

IN ANY STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL

ENGINEER.

8.6. OPENINGS 1'-0" OR LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL

DRAWINGS. REFER TO DRAWINGS OF OTHER CONSULTANTS FOR SUCH OPENINGS.

8.7. FIREPROOFING OF STRUCTURAL ELEMENTS IS NOT SHOWN ON THE STRUCTURAL

DRAWINGS. REFER TO THE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR FIRE

RATING REQUIREMENTS, MATERIALS AND METHODS.

8.8. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD

IMPOSED ON THE STRUCTURE. SUCH LOADS SHALL NOT EXCEED THE CAPACITY OF THE

STRUCTURE AT ANY TIME.

8.9. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION, AND ANY

TEMPORARY BRACING OR SUPPORT REQUIRED TO ACCOMMODATE THE CONTRACTOR'S

MEANS AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

8.10. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND

EXPLICITLY IN WRITING, OF ANY DEVIATION OR SUBSTITUTION OF REQUIREMENTS

OF THE CONTRACT DOCUMENTS. CONTRACTOR IS NOT RELIEVED OF ANY REQUIREMENTS

OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL ENGINEER'S REVIEW

OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS CLEARLY

AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER IN WRITING OF ANY

DEVIATIONS OR SUBSTITUTIONS AT TIME OF SUBMISSION, AND THE STRUCTURAL

ENGINEER HAS GIVEN WRITTEN APPROVAL FOR THE SPECIFIC DEVIATIONS OR

SUBSTITUTIONS.

8.11. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE

DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN THE DRAWINGS OR

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL

ENGINEER. CORRECTIONS OR WRITTEN INTERPRETATIONS SHALL BE ISSUED BEFORE

AFFECTED WORK MAY PROCEED.

8.12. IF THE CONTRACTOR CANNOT CONSTRUCT ANY PORTION OF THE WORK IDENTIFIED IN

THE DRAWINGS IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS, THEN

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE STRUCTURAL ENGINEER PRIOR

TO PROCEEDING WITH THE WORK. WORK THAT DOES NOT COMPLY WITH THE DRAWINGS

MAY REQUIRE REMOVAL, TESTING, OR ENGINEERING EVALUATION AT THE

CONTRACTOR'S EXPENSE.

8.13. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING

MATERIALS OR PROCEEDING WITH NEW WORK IN AREAS AFFECTED BY EXISTING

CONDITIONS. STRUCTURAL ENGINEER SHALL BE INFORMED IN WRITING OF

CONFLICTS BETWEEN EXISTING AND PROPOSED NEW CONSTRUCTION.

8.14 CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DIMENSIONS SHOWN ON THE

CONTRACT DOCUMENTS. INCONSISTENCIES ON THE STRUCTURAL DRAWINGS OR

BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER CONTRACT, SHOP, FABRICATION,

OR OTHER DRAWINGS OR INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE

STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH AFFECTED WORK.

8.15. DO NOT SCALE THESE DRAWINGS, USE THE DIMENSIONS SHOWN.

8.16. CONTRACTOR SHALL PROVIDE IN HIS SCHEDULE FOR A SHOP DRAWING REVIEW AND

RETURN TIME OF A MINIMUM OF FIFTEEN (15) WORKING DAYS IN THE STRUCTURAL

ENGINEER'S OFFICE.

9.0 STRUCTURAL ABBREVIATIONS:

ABBREV. DEFINITION ABBREV. DEFINITION

A.B. ANCHOR BOLTS HOF HORIZONTAL OUTER FAC

ABV ABOVE HK HOOK

ADDNL ADDITIONAL HORZ HORIZONTAL

AFF ABOVE FINISHED FLOOR IF INNER FACE

ALT ALTERNATE INT INTERIOR

ARCH ARCHITECTURAL JT JOINT

B, BOT BOTTOM K KIPS (1000 LBS)

B/XXX BOTTOM OF XXX L, LEN LENGTH

BAL. BALANCE LAT LATERAL

BB BOND BEAM LBS POUNDS

BCX BOTTOM CHORD EXTENSION LE LEFT END

BL BRICK LEDGE LLH LONG LEG HORIZONTAL

BLDG BUILDING LLO LONG LEG OUTSTANDING

BLW BELOW LLV LONG LEG VERTICAL

BM BEAM LONG LONGITUDINAL

BRG BEARING MAS MASONRY

BRK BRICK MAX MAXIMUM

BTWN BETWEEN MECH MECHANICAL

CFMF COLD-FORMED METAL FRAMING MFR MANUFACTURER

CJ CONST., CONTROL JOINT MIN MINIMUM

CL,CLR CLEAR MTL METAL

CMU CONC. MASONRY UNIT NOM NOMINAL

COL COLUMN OC, O/C ON CENTER

CONC CONCRETE OF OUTER FACE, OPP. FACE

CONN CONNECTION OH OPPOSITE HAND

CONST CONSTRUCTION OPP OPPOSITE

CONT CONTINUOUS OPNG OPENING

CTR CENTER PC PRECAST

CTRD CENTERED PL PLATE

DBA DEFORMED BAR ANCHOR RE RIGHT END

DET,DTL DETAIL REINFG REINFORCING

DIM DIMENSION REINF REINFORCEMENT

DK DECK REQD REQUIRED

DWGS DRAWINGS RET RETAINING

DWL DOWEL SOG SLAB ON GRADE

EA EACH SC SLIP CRITICAL

EE EACH END SCHED SCHEDULE

EF EACH FACE SECT SECTION

EFF EFFECTIVE S, SHRT SHORT

EJ EXPANSION JOINT SL SLAB

EL,ELEV ELEVATION SPA SPACING

EOC EDGE OF CONCRETE STFNR STIFFENER

EOD EDGE OF DECK STL STEEL

EOM EDGE OF MASONRY SUPPL SUPPLIER

EOS EDGE OF SLAB SUPT SUPPORT

ES EACH SIDE T TOP

EW EACH WAY T/XXX TOP OF XXX

EXIST EXISTING TCX TOP CHORD EXTENSION

EXP EXPANSION THK THICK, THICKNESS

EXT EXTERIOR, EXTENSION TO THROUGHOUT

FK FOOT-KIPS TRAN TRANSVERSE

FL, FLR FLOOR TYP TYPICAL

FOB FACE OF BRICK UNO UNLESS NOTED OTHERWISE

FOM FACE OF MASONRY VERT VERTICAL

FOS FACE OF STUD VEF VERTICAL EACH FACE

FP FULL PENETRATION VIF VERTICAL INNER FACE

FS FOOTING STEP VOF VERTICAL OUTER FACE

FT FOOT, FEET W WIDE, WIDTH

FTG FOOTING WWF WELDED WIRE FABRIC

GB GRADE BEAM WWM WELDED WIRE MAT

GEN GENERAL XE EXTENDED END JOIST

HEF HORIZONTAL EACH FACE

HIF HORIZONTAL INNER FACE

4.0. STRUCTURAL STEEL:

4.1. ALL STRUCTURAL STEEL SHALL BE OF THE GRADES INDICATED BELOW, UNLESS NOTED

OTHERWISE ON PLANS OR DETAILS:

A. WIDE FLANGE SHAPES ASTM A992 GR50.

B. OTHER ROLLED SHAPES ASTM A36 TYPICALLY, U.N.O.

C. ANCHOR BOLTS ASTM F1554 GR36 U.N.O.

D. STRUCTURAL TUBING (SQUARE AND RECTANGULAR) ASTM A500, GRADE B, FY=46 KSI.

E. STRUCTURAL TUBING (ROUND) ASTM A500, GRADE B, FY=42 KSI.

F. PLATES AND BARS ASTM A36 U.N.O.

G. MISCELLANEOUS ASTM A36 U.N.O.

4.2. ALL STRUCTURAL STEEL SHALL BE DETAILED AND, FABRICATED IN ACCORDANCE WITH

THE AISC CODE OF STANDARD PRACTICE AS MODIFIED IN THESE NOTES AND THE

PROJECT SPECIFICATIONS.

4.3. SUBMIT SHOP DRAWINGS FOR DETAILS, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL. COMPLY WITH AISC "STEEL CONSTRUCTION MANUAL", AISC "DETAILING FOR

STEEL CONSTRUCTION", AND AISC "ENGINEERING FOR STEEL CONSTRUCTION"

PUBLICATIONS.

4.4. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMISSION.

DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP ACCEPTING

RESPONSIBILITY FOR DIMENSIONS, QUANTITIES AND COORDINATION WITH THE OTHER

TRADES.

4.5. DRAWINGS MAY BE ELECTRONICALLY SUBMITTED, PROVIDED LEGIBILITY IS MAINTAINED.

REVIEW COMMENTS ONLY WILL BE ELECTRONICALLY FORWARDED TO THE CONTRACTOR.

4.6. CONTRACTOR SHALL PROVIDE IN HIS SCHEDULE FOR A SHOP DRAWING REVIEW AND

RETURN TIME OF A MINIMUM OF FIFTEEN (15) WORKING DAYS IN THE STRUCTURAL

ENGINEER'S OFFICE.

6.18. WELDED CONNECTIONS:

A. CONTRACTOR SHALL REQUIRE THAT AWS QUALIFICATION TESTS FOR WELDING

OF MATERIAL LESS THAN 1/8" IN THICKNESS ARE SATISFACTORILY PASSED BY

WELDERS EXPECTED TO ERECT LIGHTGAGE FRAMING MATERIALS. THESE TESTS

ARE NOT THE SAME AS FOR STRUCTURAL STEEL WELDING QUALIFICATION.

B. USE GAS METAL ARC WELDING (GMAW) FOR 20 GA. OR LIGHTER MEMBERS. AWS

E-705-3, E-705-5, E-705-6 WIRE ELECTRODES OF .030" TO .035" DIAMETER

SHALL BE USED WITH CARBON DIOXIDE, ARGON-OXYGEN, OR ARGON-CARBON

DIOXIDE GAS SHIELDING. WELDING EQUIPMENT SHALL PROVIDE 60 TO 100

AMPERES AT 25 VOLTS USING 220-VOLT 3-PHASE ELECTRIC SERVICE.

C. SHIELDED METAL ARC WELDING (SMAW) SHALL BE USED FOR 18 GA. AND HEAVIER

MEMBERS. AWS E-6012, E-6013, OR E-7014 ELECTRODES OF 3/32" OR…