Attachment 03 - Set 1_G Series_Part3.pdf

DN

OFFICE

OFFICE

OPEN

OFFICE/TRAINING

STERILE STG

STERILIZATION

PREP ASSEMBLY

HAC

ANTE

BREAK ROOM

MEN'S LOCKER

WOMEN'S

LOCKER

SCOPE STG

1906B

DECON

MANUAL CART

WASH

CART DRY

SCOPE DROP OFF

H2O

OPEN SPACE

IT

OPEN OFFICE

CORRIDOR

1900A

SCOPE PROC

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

ANTE VENDOR

DROP OFF

HAC

STAIRS

CART PASS

125' - 2 1/2"

CONFERENCE

COPIER ROOM

AUTOMATIC

CART WASH

AREA

131313

15 15 15

WOMEN'S

SHOWER

1907C

MEN'S SHOWER

1908C

MEN'S RR

1908B

WOMEN'S RR

1907B

WOMEN'S RR

1907A

MEN'S RR

1908A

R

"R

' - 9

M E

C H

C H

A S

E

10 10

CORRIDOR

CORRIDOR

1900B

SCOPE ANTE

1906A

191919

3A3A3A 4A

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:1

:4

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

SPS MEDICAL EQUIPMENT PLAN

QH-100

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

61 138

N

N

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"

EQUIPMENT FLOOR PLAN - 3RD LEVEL

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. REFER TO SHEET QH-101 FOR EQUIPMENT

SCHEDULE.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:1

:4

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

SPS MEDICAL EQUIPMENT SCHEDULE

QH-101

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

62 138

SPS MEDICAL EQUIPMENT SCHEDULE

TAG JSN NAME QTY RELOCATED

PROVIDED

BY

INSTALLED

BY

ROOM

NUMBER FURNISHING DESCRIPTION BASIS OF DESIGN UTILITY REQUESTS COMMENTS

1915 DECON 1915

1 A1195 COUNTER, CLEANUP, WITH 3 SINKS. 4 NO V C 1915,1905 THREE SINK CLEANUP COUNTER. UNIT IS CONSTRUCTED OF TYPE 304 CORROSION RESISTANT STAINLESS STEEL. IT CONSISTS OF THREE SINKS 14"W X 16"H X 10"D, HOT AND COLD WATER FAUCET, AND PRE-RINSE SPRAY HOSE. EQUIPPED WITH CHANNEL REINFORCED DRAINBOARDS, AND BACKSPLASH, AND SUPPORTED BY TUBULAR STAINLESS STEEL LEGS. UNIT IS DESIGNED FOR USE IN CONTROL STERILE SUPPLY

DECONTAMINATION AREAS.

STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

ADJUSTABLE

2 S0940 WASHER, DISSINFECTOR, STM, 1DO, RSCD1WLL,

26X24X24 SHAM

3 NO V C 1915 A RECESSED MOUNTED (THROUGH ONE WALL), SINGLE DOOR (VERTICAL SLIDING WITH TEMPERED GLASS WINDOW), MULTI-LEVEL, MECHANICAL, WASHER/DISINFECTOR, MINIMUM CHAMBER SIZE 26X24X24, UTILIZING FACILITY SUPPLIED STEAM. THE UNIT IS CONTROLLED BY A MICROCOMPUTER THAT MONITORS AND CONTROLS ALL UNIT OPERATIONS AND FUNCTIONS AND PROVIDES BOTH AUDIBLE AND VISUAL INDICATIONS OF DEVIATIONS. A PRINTER-RECORDER DOCUMENTS AND RECORDS EACH CYCLE PERFORMANCE. PROCESSING CYCLES ARE PRE-PROGRAMMED WITH PRE-WASH, WASH/CLEANING, RINSE, AND THERMAL RINSE/DISINFECTION. FOR USE IN HEALTH CARE FACILITIES AND LABORATORIES WHERE REUSABLE ITEMS (INSTRUMENTS, UTENSILS, ANESTHESIA/RESPIRATORY GOODS, AND GLASSWARE) ARE HANDLED FOR DECONTAMINATION PURPOSES. THIS UNIT IS NOT A SUBSTITUTE FOR TERMINAL STERILIZATION.

STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

3 INNOWAVE PCF SONIC IRRIGATOR 2 NO V C 1915 THE INNOWAVE PCF SONIC IRRIGATOR IS AN ULTRASONIC CLEANER DESIGNED TO INCREASE WORKFLOW AND HELP YOU KEEP PACE WITH BUSY ORS. THROUGH A PROVEN, SYSTEMATIC CLEANING PROCESS, STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

WALL MOUNTED

3A TRITON 72 AUTOMATIC ULTRASONIC CLEANING SYSTEM 3 NO V C 1915 THE TRITON 72 CAN PROCESS FOUR COMPLETE SETS OF XI-SERIES ROBOTICS IN A 15-MINUTE WASH CYCLE. THIS COMPLETE SYSTEM IS USER FRIENDLY, WITH AUTOMATIC LIFTS AND SLIDE AND LOCK TRAYS, AND A

10" TOUCHSCREEN THAT CAN ROTATE LEFT AND RIGHT AND SWING UP AND DOWN.

STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

4 F2410 RACK RETURN 1 NO V C 1915 --- STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

WALL MOUNTED

4A SCS LOAD-UNLOAD 1 NO V C 1923 SEE MECHANICAL AND

ELECTRICAL SCHEDULES

1917 - AUTOMATIC CARTWASH AREA (CWSH2) 1917

5 S3185 WASHER, CART & UTENSIL, 2 DO, PIT MNTD, RCSD 2

WLL

2 NO V C 1917 A RECESSED (THROUGH TWO WALLS), PIT MOUNTED, DOUBLE DOOR (RIGHT OR LEFT-HINGED, APPROPRIATE CONFIGURATION TO BE INDICATED ON EQUIPMENT ELEVATION DRAWINGS), CART AND UTENSIL WASHER (MINIMUM CHAMBER LOAD CAPACITY 78X34X76). A MICROPROCESSOR-BASED CONTROLLER MONITORS AND CONTROLS SYSTEM OPERATIONS AND FUNCTIONS. THE UNIT PROVIDES: VISUAL AND/OR AUDIBLE INDICATION OF CYCLE OPERATION, PROGRAMMABLE TREATMENT TIME AND TEMPERATURES, AND A MINIMUM OF THREE CYCLES (WASH WITH DETERGENT, RINSE, AND DRYING). FOR USE IN CENTRAL PROCESSING TO CLEAN AND DECONTAMINATE, CARTS, PATIENT-CARE UTENSILS (IV POLES, WHEEL CHAIRS, STRETCHERS, ETC.) AND OTHER BULK ITEMS.

STERIS; VISION 1327 CART AND

UTENSIL WASHER/DISINFECTOR,

STEAM HEATED, PIT MOUNTED

UNIT

SEE MECHANICAL AND

ELECTRICAL SCHEDULES

RECESSED PIT MOUNTED

1905 - SCOPE PROCESSING 1905

6 F0540 CART, SCOPE, TRANSPORT 1 NO V V 1905 A CART DESIGNED SPECIFICALLY FOR THE SAFE TRANSPORT OF ENDOSCOPY SCOPES. THE CART WILL HAVE A LIGHTWEIGHT FRAME OF A TUBULAR WELDED CONSTRUCTION. THE SIDES AND BACK PANELS WILL BE OF A FOAMED RESIN WITH A WORK TOP OF SEAMLESS, RAISED EDGE PLASTIC. THE CART WILL HAVE RECTANGLE OR ROUND TRAYS WITH LIDS AND WILL HAVE 4 CASTERS WITH 2 LOCKING. CART MAY HAVE A

ROLL-TOP DOOR WITH A KEY LOCK.

7 S2627 WASHER, FIBER SCOPE, PASS-THROUGH 3 NO V C 1905 A LOW TEMPERATURE STERILE PROCESSING SYSTEM FOR STERILIZING IMMERSIBLE SURGICAL AND DIAGNOSTIC SCOPES, CAMERAS, INSTRUMENTS AND ACCESSORIES. THE UNIT SHALL PROVIDE A DIGITAL DISPLAY OF CYCLE DATA AND SHALL RECORD AND PRINT A PERMANENT RECORD OF CYCLES. UNITS IS WALL MOUNTED PASS-THROUGH.

MEDIVATOR - ADVANTAGE PLUS

PASS THROUGH, ADVPT-3007

SEE MECHANICAL AND

ELECTRICAL SCHEDULES

WALL MOUNTED

8 S1905 40" AUTOMATED PASS-THROUGH WINDOW 2 NO V C 1915, 1905 PASS-THROUGH WINDOW IS AN IN-LINE VERTICAL LIFT WINDOW WITH A SINGLE OPERABLE (MOVABLE) PANEL AND A SINGLE NON-OPERABLE (FIXED) PANEL, AN INTEGRAL CONTINUOUS STAINLESS STEEL SHELF, 40"

WIDE OPENING

STERIS AMSCO PTWAMDR3100

(AUTOMATED)

SEE ELECTRICAL

SCHEDULES

WALL MOUNTED

1906 - SCOPE STAGING ROOM (CSST1) 1906

9 M3160 CABINET, STORAGE, HANGING SCOPES 4 NO V V 1906 SCOPE HANGING CABINET. CABINET HAS THE CAPACITY TO HOLD UP TO NINE SCOPES. SOME CABINETS MAY HAVE A ROLL TOP CLOSURE AND OPTIONAL STORAGE DRAWER. SINGLE SIDE ENTRY MEDIVATOR - ADVANTAGE PLUS

AIR ENDODRY CABINET,

DRY-1001

SEE MECHANICAL AND

ELECTRICAL SCHEDULES

1923 - PREP ASSEMBLY 1923

10 S0047 RACK, STERILE WRAP 6 NO V V 1923 CHROME PLATED RACK USED TO HANG STERILE WRAPPING MATERIEL. THE UNIT IS MOBILE CONSISTING OF 4 SWIVEL CASTERS, 4 POSTS, 4 SUPPORT BARS AND WIRE BOTTOM SHELF. 60"W X 24"D

11 S0048 CART, WASHER TRANSFER 3 NO V V 1923 STAINLESS STEEL TRANSFER CART FOR TRANSFERRING INSTRUMENTS AND ACCESSORIES INTO AND OUT OF WASHER / DISINFECTOR. INCLUDES ONE STORAGE SHELF WITH 4 CASTERS AND AN INTEGRATED TUB /

DOCKING AND RACK LOCKING DEVICES. FIXED HEIGHT.

12 LOW TEMPERATURE STERILIZER 3 NO V C 1923 THE V-PRO MAX 2 LOW TEMPERATURE STERILIZATION SYSTEM IS DESIGNED FOR USE IN TERMINAL STERILIZATION OF REUSABLE MEDICAL DEVICES. THE V-PRO MAX 2 FEATURES THE NEW FAST NON LUMEN CYCLE ALLOWING YOU TO STERILIZE DEVICES LIKE CAMERAS, TELESCOPES, BATTERIES AND LARYNGOSCOPE BLADES.

AMSCO - V-PRO MAX 2 SEE ELECTRICAL

SCHEDULES

13 S9610 ADJUSTABLE DELUXEWORKSTATION 8 NO V C 1915, 1923 RACK / UTILITY STATION. THE STATION CONSISTS OF A STAINLESS STEEL COUNTERTOP, 4-1/2" APRON, LEGS AND NECESSARY CROSS-MEMBER SUPPORTS. THE STATIONS ARE SPECIALLY DESIGNED TO HANDLE LOADING RACKS OR TRAYS FOR USE WITH A SPECIFIC MANUFACTURER'S RELATED EQUIPMENT AND ACCESSORIES BUT MAY ALSO SERVE A VARIETY OF GENERAL USES, SUCH AS AN ACCUMULATING, SORTING, INSPECTING, OR PROCESSING STATION. VARIOUS STATION WIDTHS/LENGTHS (25" TO 126", DEPENDING UPON MANUFACTURER) ARE AVAILABLE. PRICING BASED ON 48' WIDTH/LENGTH.

SEE ELECTRICAL

SCHEDULES

14 AMSCO 400 SERIES SMALL STEAM STERILIZER 1 NO V C 1923 THE AMSCO 400 SERIES SMALL STEAM STERILIZER PROVIDES EFFICIENT STERILIZATION FOR SPACE CONSTRAINED FACILITIES. WHILE MEETING AAMI/AORN GUIDELINES, THIS 20 X 20 AUTOCLAVE IS VALIDATED TO

ACCOMMODATE UP TO THREE 25-LB SETS.

STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

1920 -STERILIZATION 1920

15 AMSCO 600 MEDIUM STEAM STERILIZER 3 NO V C 1920 --- STERIS SEE MECHANICAL AND

ELECTRICAL SCHEDULES

16 S0495 LOADING CAR & TRANSFER CARRIAGE, 26.5"x26.5"x63"

CHAMBER

6 NO V V 1920 LOADING CAR AND TRANSFER CARRIAGE FOR USE WITH STERILIZERS HAVING A 26.5"x26.5"x63" CHAMBER. LOADING CAR IS A WELDED, CRS FRAMEWORK WITH TWO FULL-LENGTH ADJUSTABLE SHELVES OF CRS WELDED SHEET METAL AND WIRE. TRANSFER CARRIAGE IS CONSTRUCTED OF A WELDED CRS OR PAINTED FOR CORROSION PROTECTION FRAME AND PROVIDED TWO FIXED AND TWO SWIVEL CASTERS. LOADING CAR IS SECURED TO THE TRANSFER CARRIAGE BY A LOCKING MECHANISM. FOR LOADING AND UNLOADING 24X36X48 STERILIZERS AND FOR TRANSFERRING GOODS TO AND FROM PROCESSING AREAS.

STERIS

1912 - H2O

17 K2020 DISPENSER, DETERGENT, AUTOMATIC 1 NO V V 1912 AUTOMATIC DETERGENT DISPENSER. CHARACTERISTICS/COMPONENTS INCLUDE SUPPORTING CHEMICALS; DETERGENT ADDITIVE AND RINSE ADDITIVE. WALL MOUNTED UNIT. STERIS

18 M4871 SYSTEM, REVERSE OSMOSIS, WATER 1 NO C C 1912 REVERSE OSMOSIS SYSTEM TO PURIFY WATER IN HEMODIALYSIS CLINICS AND OTHER CLINICAL AREAS. THE SYSTEM CONSISTS OF A PUMP, WATER SOFTENER, MEDIA AND CARBON FILTERS, PROCESSING UNIT, ULTRAVIOLET STERILIZER, FINAL FILTRATION, DEIONIZERS, OSMOSIS UNITS, CONTROLS AND MONITORS. THE SYSTEM ALARMS WHEN A MALFUNCTION OCCURS. THE SYSTEM USUALLY REQUIRES A ROOM OF ITS OWN. REFER TO THE MANUFACTURERS SPECIFICATIONS FOR EXACT INSTALLATION REQUIREMENTS. DATABASE SYSTEM WEIGHT DOES NOT INCLUDE THE WATER IN THE PIPING OR HOLDING TANKS OF AN

OPERATING SYSTEM.

CULLIGAN SEE PLUMBING DRAWINGS

AND SCHEDULES

19 TRACK MOUNTED - SUSPENDED SHELVING 2 NO C C 1921 INTEGRAL FLOOR MOUNTED RAIL SYSTEM, FOR MANUAL OPERATED HIGH DENSITY MOBILE SHELVING. SPACESAVER

1/2" 1"0" 2"SCALE: FULL

MATCH LINE

SEE XN/XXNNN

XC1 P1 R1

XX" Ø X

XX'-X" XX'-X"

X

XN

XXNNN

XN

XXNNN

XN

XXNNN

F1 A

HSS _x_x_

B1

20GA TYPE 'W3' MTL DECK

PC S

PAN

Hx R15:12

B

B

GENERAL STRUCTURAL NOTES INDEX TO STRUCTURAL SHEETSSYMBOLS LEGEND

COORDINATE SYSTEM

S J

W--x--

(XXX'-XX")

ELEVATION

INDICATOR

CUT SECTION

INDICATOR

WALL

REINFORCING

INDICATOR

PC SPAN

IDENTIFIER

STEP TOP OF

WALL INDICATOR

PIER TAG CALLOUT INDICATOR

ROOF SLOPE

INDICATOR

STEP TOP OF

FOOTING

IDENTIFIER

MASONRY PIER

INDICATOR

CORNER REINF

INDICATOR

CONTINUOUS

BEAM

INDICATOR

MATCH LINE INDICATOR

PLAN NORTH ORIENTED 90°

TO THE SHEET W/ MAGNETIC

NORTH (OPTIONAL)

SHEET TYPE DESIGNATORS

SHEET IDENTIFICATION

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER 01-99

MODIFIER

CHARACTER

DISCIPLINE

CHARACTER

-S

AA

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

NNN

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (PLANS, ELEV, OR SECTIONS, NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

A1

54321

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLDOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK POINT

INDICATOR

54321

D

B

A

C

D

B

A

C

A3

C5C4

D4

C3

D3

XN

ELEVATION INDICATOR

SECTION

INDICATOR

COLUMN/FND

GRID INDICATOR

SLAB JOINT

INDICATOR

STRUCTURAL HATCH PATTERNS

BRICK

CONCRETE

NATIVE

UNDISTURBED

SOIL

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE

COURSE

GYPSUM

BOARD

WD- BLKG

OR SHIM

PLYWOOD/OSB

/PARTICLE BD

WD- GLUED

/LAMINATED

WOOD-

CONTINUOUS

FRAMING

INSUL/FIRE

SAFING

METAL FLOOR

GRATING

GROUT

RIGID

INSUL/ICF/SIP

/EIFS SYSTEMS

METALS

MORTAR

CMU

ROUGH LOG

WALL

WOOD STUD

BRG WALL

CONC WALL

HOLDOWN

(BLOCKOUT)

STONE/

ROCK WALL

C1

Hx

SW

x

XXX' - XX"

TOx

N

CONT

MOST COMMONLY USED STRUCTURAL ABBREVIATIONS

SYMBOLS USED AS ABBREVIATIONS:

& AND

L ANGLE

LL DOUBLE ANGLE

@ AT

CL CENTER LINE

// PARALLEL

d PENNY (NAIL)

┴ PERPENDICULAR

PL PLATE

# POUND OR NUMBER

Ø ROUND OR DIAMETER

ABBREVIATIONS:

(A)--------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT/ROD

ABV ABOVE

ADDL ADDITIONAL

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT,

ADJOINING

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR, ANCHORAGE

ALT ALTERNATE

APPROX APPROXIMATE

**AR ANCHOR ROD

ARCH ARCHITECT (URAL)

(B)---------------------

BEV BEVELED

BFF BELOW FINISH FLOOR

**BL BRICK LEDGE

BLDG BUILDING

BLW BELOW

**BLK BLOCK (ING)

BM BEAM

BOT BOTTOM

**BO BOTTOM OF

**BOC BOTTOM OF CONCRETE

**BOF BOTTOM OF FOOTING

BRG BEARING

**BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

(C)---------------------

C CHANNEL

CAM*(C=) CAMBER

CB CARRIAGE BOLT

CU FT CUBIC FEET OR FOOT

CHFR CHAMFER

CIP CAST-IN-PLACE

**CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT (ION)

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CTR CENTER

CU CUBIC

CU YD CUBIC YARD

(D)---------------------

D DEEP, DEPTH, PENNY (NAIL)

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DIR DIRECTION

DIV DIVIDE, DIVISION

**DKG DECKING

DL DEAD LOAD

DOUG FIR DOUGLAS FIR

DR DRAIN

DT DRAIN TILE

DWG DRAWING (S)

(E)---------------------

**(E) EXISTING (SEE EXIST)

EA EACH

**EAB EPOXY ANCHOR BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

**EMB EMBED (ED)

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL

(F)---------------------

FD FLOOR DRAIN

**FND FOUNDATION

FF EL FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLG FLANGE

FLR FILLER, FLOOR (ING)

**FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

**FOW FACE OF WALL

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FRMG FRAMING

FUT FUTURE

(G)---------------------

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

**GL GLUE LAMINATED (BEAM)

GLU LAM GLUE LAMINATED (BEAM)

GR BM GRADE BEAM

GRTG GRATING

GYP GYPSUM

GYP BD GYPSUM BOARD

(H)---------------------

H HIGH

**HAB HEADED ANCHOR BOLT

**HAS HEADED ANCHOR STUD

HC HOLLOW CORE

HDR HEADER

HGR HANGER

HORIZ HORIZONTAL

HS HIGH STRENGTH

**HSB HIGH STRENGTH BOLT

**HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

(I)---------------------

ID INSIDE DIAMETER

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSUL INSULATE (D), INSULATION

INT INTERIOR

INV EL INVERT ELEVATION

(J)---------------------

**JST JOIST

**JT JOINT

(K)---------------------

K THOUSAND (KIP)

**KCJ KEYED CONSTRUCTION JOINT

KIP THOUSAND POUND

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

(L)---------------------

L ANGLE

LAM LAMINATE (ED)

**LB POUND

LF LINEAR FEET

**LGR LEDGER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

**LSL LAMINATED STRAND LUMBER

LT WT LIGHTWEIGHT

**LVL LAMINATED VENEER LUMBER

LVR LOUVER

(M)---------------------

MACH MACHINE

MB MACHINE BOLT

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

**MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N)---------------------

**(N) NEW

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

(O)---------------------

OC ON CENTER

OD OUTSIDE DIAMETER

OH DR OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

**OSB ORIENTED STRAND BOARD

**OVS OVERSIZED

(P)---------------------

**PAF POWDER ACTUATED

FASTENER

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR, PIPE RAIL

PRCST PRECAST CONCRETE

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

**PSL PARALLEL STRAND LUMBER

PT POST TENSION (ED),

PRESSURE TREATED

PVC POLYVINYL CHLORIDE

(R)---------------------

R RADIUS/RISE (R)

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REINF REINFORCE (D), (ING)

REQ REQUIRE

REQD REQUIRED

REV REVISION (S), REVISED

RO ROUGH OPENING

RS ROUGH SAWN

RVS REVERSE (SIDE)

(S)---------------------

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

**SL SNOW LOAD

SLNT SEALANT

SLV SLEEVE

**SOG SLAB-ON-GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

**SSL SHORT SLOTTED (HOLE)

**SSLT SHORT SLOTTED (HOLE)

TRANSVERSE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

**SW SHEAR WALL

SYMM SYMMETRY, SYMMETRICAL

(T)---------------------

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

**TBD TO BE DETERMINED

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

**TL TOTAL LOAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PIER

TO PAR TOP OF PARAPET

TOS TOP OF STEEL, SLAB

TO SHTHG TOP OF SHEATHING

TO SUB FL TOP OF SUBFLOOR

TOW TOP OF WALL

**TRANS TRANSVERSE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

(U)--------------------

UNO UNLESS NOTED OTHERWISE

(V)---------------------

**V SHEAR

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VRFY VERIFY

(W)---------------------

W WIDTH

W/ WITH

W/O WITHOUT

**WA WEDGE ANCHOR

WD WOOD

WF (W) WIDE FLANGE

WL WIND LOAD

WLD WELD (ED)

WP WATERPROOFING, WORKING

POINT

**WS WALL STEP

WT WEIGHT

WWF WELDED WIRE FABRIC

(X)---------------------

XPS EXTRUDED POLYSTYRENE

(Y)---------------------

YD YARD

** NOT LISTED IN THE NCS MANUAL

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND

SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND

OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.

3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE

BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE

BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION

OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING (AND ACCOMPANYING

FOOTINGS), GUYS OR TIE-DOWNS.

4. ADDITIONAL OBSERVATIONS AS A RESULT OF REJECTION OF WORK COMPLETED

AND/OR ADDITIONAL OBSERVATIONS DUE TO THE DEFICIENCIES IN WORK OBSERVED

WILL BE AT THE EXPENSE OF THE CONTRACTOR.

5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB SUPERINTENDENT IN

ADDITION TO ALL PERSONNEL DEEMED NECESSARY BY CONTRACTOR PRIOR TO

SUBMITTAL TO CONTRACTING OFFICER FOR APPROVAL.

6. THE DESIGN OF THE STRUCTURE SHOWN IN THESE CONSTRUCTION DOCUMENTS IS

FOR THE ONE-TIME USE AT THE SPECIFIC SITE REFERENCED WITHIN THESE

DRAWINGS.

MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO CENTER TO THE

LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO

CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER OF RECORD.

SHALL BE A POLYMER INJECTION SYSTEM SUCH AS HILTI HY-200, OR APPROVED EQUAL,

INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. INSTALLERS

SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE.

1. SHALL BE A36 THREADED ROD. PROVIDE HOT DIP GALVANIZE FINISH ON ALL

ANCHOR BOLTS PERMANENTLY EXPOSED TO EXTERIOR OR IN CONTACT WITH

PRESSURE TREATED LUMBER.

2. THREADED ROD EMBEDMENT DEPTH SPECIFIED IN THE DRAWINGS SHALL BE FROM

TOP OF CONCRETE TO TOP OF DOUBLE NUT.

1. CONCRETE TESTING SHALL BE PAID FOR BY THE OWNER. TESTING LABORATORY

SHALL PERFORM THE FOLLOWING TEST ON CAST-IN-PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT

CONCRETE."

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS. A SEPARATE TEST SHALL BE CONDUCTED

FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED

PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

a. AT 7 DAYS

b. AT 28 DAYS

C. PROVIDE ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE

DIRECTION OF THE CONTRACTING OFFICER, IF REQUIRED. IF 28 DAY STRENGTH IS

ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED.

D. TESTING SHALL BE BASED UPON CONCRETE TAKEN AT POINT OF PLACEMENT.

E. IN ADDITION TO TYPICAL TESTING REQUIREMENTS, SLUMP AND AIR CONTENT

SAMPLES SHALL BE TAKEN AT BEGINNING OF FIRST TRUCK PRIOR TO ANY

PLACEMENT AND REPEATED AT THE MIDDLE OF FIRST TRUCK. CONCRETE

PLACEMENT SHALL NOT START IF INITIAL TEST(S) FAIL AND SHALL NOT CONTINUE

OF TEST TAKEN AT MIDDLE OF FIRST LOAD FAILS.

F. IF ANY SLUMP OR AIR CONTENT FAILS DURING PLACEMENT, TESTS SHALL BE

IMMEDIATELY REPORTED AND RETAKEN. IF RETAKEN TESTS FAIL THEN ALL

SUBSEQUENT LOADS MUST BE TESTED AT ARRIVAL AND TEST MUST SHOW

COMPLIANCE PRIOR TO THE CONCRETE IN THAT TRUCK BEING ALLOWED FOR USE

ON PROJECT. ALL COSTS FOR ADDITIONAL TESTING SHALL BE CREDITED TO THE

OWNER.

NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE

LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE CONTRACTING

OFFICER.

1. SHALL BE MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ACHIEVE A

STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:

1. 4,000 PSI - INTERIOR SLABS ATOP METAL DECK

2. 4,000 PSI - ALL OTHER CONCRETE

2. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR

REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR

OTHER POSITIVE IDENTIFICATION. CONCRETE SHALL COMPLY WITH ALL THE

REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING,

TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN

CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING

WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED

ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY

THAN STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE

RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE

AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL SLABS

SHALL BE CURED USING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE

1 AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON

AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE

UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING

MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE

UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE

CONTRACTING OFFICER.

3. CONCRETE SHALL UTILIZE TYPE I/II CEMENT AND SHALL HAVE A 25% MINIMUM FLY

ASH CONTENT BY WEIGHT.

4. COARSE AND FINE AGGREGATES SHALL COMPLY WITH ASTM C33 AND ACI 302.1,

CURRENT VERSIONS.

5. THE CONCRETE STRENGTHS SHOWN IN THE SECTION ABOVE AND IN THE

SPECIFICATIONS ARE MINIMUM COMPRESSIVE STRENGTHS. THE CONTRACTING

OFFICER SHALL DETERMINE IF THE CONCRETE IS ACCEPTABLE, OR TO BE

REMOVED, OR TO RECEIVE SPECIAL CURING IF THE COMPRESSIVE STRENGTHS ARE

LESS THAN SPECIFIED.

6. ALL CONCRETE EXPOSED TO WEATHER OR EARTH SHALL BE AIR ENTRAINED TO 5%

TO 7%.

7. WATER REDUCING AGENTS MAY BE USED IN THE CONCRETE MIX. PLASTICIZERS

AND SUPER-PLASTICIZERS MAY BE USED ONLY WHEN WRITTEN PERMISSION OF THE

CONTRACTING OFFICER IS GIVEN.

8. NO SALTS OF ANY KIND MAY BE USED IN CONCRETE BEFORE OBTAINING THE

CONTRACTING OFFICER'S WRITTEN PERMISSION FOR THEIR USE.

9. AIR CONTENT OF TROWEL FINISHED FLOOR SLABS SHALL NOT EXCEED 3%.

10. MAXIMUM WATER TO CEMENTITIOUS MATERIAL FOR ALL CONCRETE SHALL NOT

EXCEED 0.5 UNLESS NOTED OTHERWISE.

11. SLUMP REQUIREMENTS (± 1"):

ELEVATED CONCRETE SLABS: 4"

NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-

THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL

FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN

ACI STANDARDS 301 AND 347.

1. STEEL SHALL CONFORM TO ASTM A992 (Fy=50 KSI) FOR ALL W-SHAPES, AND ASTM A36 (Fy=36 KSI) FOR ALL OTHER MISCELLANEOUS SHAPES AND PLATES.

STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B OR C (Fy=46 KSI, MIN). STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, TYPE "E" OR "S"

(Fy=35 KSI).

2. STEEL SHALL CONFORM TO THE LATEST EDITION OF AISC SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS.

3. ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD

CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED. STEEL TO RECEIVE ONE

SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE

GALVANIZED IS INDICATED ON THE DRAWINGS.

4. WELDS FOR ALL EXPOSED STRUCTURAL STEEL SHALL BE GROUND SMOOTH UNLESS

NOTED OTHERWISE.

5. ALL BOLTED CONNECTIONS SHALL CONSIST OF 3/4" DIA. (MIN.) F1852 HIGH STRENGTH

BOLTS, UNLESS NOTED OTHERWISE.

A. FAILURE OF A BOLT OR NUT DURING INSTALLATION PROCESS RESULTING IN A

CRACK IN THE BOLT OR NUT SHALL BE GROUNDS FOR REJECTION OF ALL THE

FAILED BOLTS OR NUTS COMING FROM THE SAME LOT. IF THE DOCUMENTATION

OF THE LOT OF ORIGIN FOR THE FAILED NUT(S) OR BOLT(S) DOES NOT EXIST, OR

IS NOT PROVIDED, THEN ALL OF THE BOLT(S) OR NUT(S) SHALL BE ASSUMED TO

COME FROM THE LOT CONTAINING THE FAILED NUT(S) OR BOLT(S).

6. CONTRACTOR SHALL MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL AND

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL WITHIN AISC'S CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

7. ANCHOR BOLT HOLES IN STRUCTURAL STEEL SHALL BE OVERSIZED NO MORE THAN

1/8" MAX, UNLESS NOTED OTHERWISE.

1. COMPOSITE FORM DECK SHALL BE 2" DEEP, 16 GAUGE G60 CORRUGATED STEEL

COMPOSITE DECK (2VLI-16) AND SHALL CONFORM TO THE PROVISIONS OF THE STEEL

DECK INSTITUTE (SDI) SPECIFICATIONS FOR COMPOSITE STEEL DECK.

2. POUR STOPS AND GIRDER FILLERS: WELD STEEL SHEET POUR STOPS AND GIRDER

FILLERS TO SUPPORTING STRUCTURE ACCORDING TO SDI RECOMMENDATIONS,

UNLESS OTHERWISE INDICATED.

3. FLOOR DECK CLOSURES: WELD STEEL SHEET COLUMN CLOSURES, CELL CLOSURES,

AND Z-CLOSURES TO DECK, ACCORDING TO SDI RECOMMENDATIONS, TO PROVIDE

TIGHT FITTING CLOSURES AT OPEN ENDS OF RIBS AND SIDES OF DECKING. WELD

COVER PLATES AT CHANGES IN DIRECTION OF FLOOR DECK PANELS, UNLESS

OTHERWISE INDICATED.

4. DECKING SHALL HAVE MINIMUM OF (3) SPANS.

1. STEEL STUD, TRACK, AND LINTEL MEMBERS SHALL BE OF THE TYPE SHOWN ON THE

DRAWINGS AND IN THE SPECIFICATIONS AND SHALL CONFORM TO ASTM A653

STRUCTURAL QUALITY GRADE 33 FOR 18 GAUGE THICKNESS OR LESS, AND ASTM A653

STRUCTURAL QUALITY GRADE 50, CLASS 1 FOR 16 GAUGE OR GREATER. MEMBERS

SHALL HAVE HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A924, CLASS

G60.

2. ALL FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO

FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN

PLACE UNTIL PROPERLY JOINED.

3. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF-DRILLING SCREWS

OR WELDED. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS

SHALL NOT BE PERMITTED.

4. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH

SELF-DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH MAY ALSO

BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF APPROVED BY

LOCAL BUILDING CODES.

5. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH

ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND

SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER TRACKS.

6. VERTICAL SLIP CONNECTORS TO ALLOW THE VERTICAL MOVEMENT OF THE

SUPPORTING STRUCTURE RELATIVE TO THE STUD SHALL BE VERTICLIP SLAB

CONNECTORS OR APPROVED EQUAL. CONNECTOR MANUFACTURER RESPONSIBLE

FOR PROVIDING DOCUMENTATION THAT CONNECTOR HAS ADEQUATE CAPACITY FOR

INSTALLATIONS IN WHICH THEY ARE TO BE INSTALLED, AS WELL AS SPECIFYING THE

CONNECTION OF THEIR CONNECTOR TO BOTH THE METAL STUD AND SUPPORTING

STRUCTURE.

1. SEE DETAILED INSPECTION AND TESTING REQUIREMENTS AS INDICATED ON SHEET

S-002.

SHT NO SHEET NAME

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-003 SNOW DRIFT AND WIND UPLIFT PLANS

S-102 LEVEL (02) INTERSTITIAL FRAMING PLAN LEVEL

S-102.1 LEVEL (02) INTERSTITIAL FRAMING PLAN LEVEL - ALTERNATIVE BID #2 & #5

S-103 LEVEL (03) FLOOR FRAMING PLA

S-103.1 LEVEL (03) FLOOR FRAMING PLAN - ALTERNATIVE BID #2 & #5

S-104 LEVEL (04) ROOF FRAMING PLAN

S-104.1 LEVEL (04) ROOF FRAMING PLAN - ALTERNATIVE BID #2 & #5

S-401 LATERAL FRAMING ELEVATIONS

S-402 LATERAL FRAMING ELEVATIONS

S-403 LATERAL FRAMING DETAILS & SCHEDULE

S-404 ENLARGED STAIR FRAMING PLANS

S-404.1 ENLARGED STAIR FRAMING PLANS - ALTERNATIVE BID #2 & #5

S-501 DETAILS

S-501.1 DETAILS - ALTERNATIVE BID #2 & #5

S-502 DETAILS

S-502.1 DETAILS - ALTERNATIVE BID #2 & #5

S-503 DETAILS

S-503.1 DETAILS - ALTERNATIVE BID #2 & #5

S-601 STANDARD DETAILS / SCHEDULE

S-601.1 STANDARD DETAILS / SCHEDULES - ALTERNATIVE BID #2 & #5

1. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301 AND ACI 117

EXCEPT AS MODIFIED BELOW:

2. ALL REINFORCING STEEL TO BE ASTM A615, GRADE 60 (#4 AND LARGER), EXCEPT

WHERE NOTED OTHERWISE. REINFORCING SHALL NOT BE WELDED.

3. ALL REINFORCING STEEL BARS TO BE DETAILED AND PLACED IN ACCORDANCE

WITH THE LATEST ACI MANUALS.

4. LAP ALL REINFORCING SPLICES IN CONCRETE A MINIMUM OF 48 BAR DIAMETERS

OR 24 INCHES, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE ON

DRAWINGS (CLASS B SPLICE).

5. PROVIDE CORNER BARS OF SAME BAR DIAMETER AS SPECIFIED FOR THE WALL,

BEAM OR FOOTING. PROVIDE MINIMUM OF 40 BAR DIAMETER LAP FOR ALL CORNER

BARS, UNLESS NOTE OTHERWISE.

6. WHERE SHOWN ON THE DRAWINGS, PROVIDE WELD PLATES, WELDMENTS, OR

CONCRETE INSERTS FOR FASTENING AND SECURING OTHER COMPONENTS.

CONCRETE INSERTS SHALL BE FURNISHED BY THE CONTRACTOR REQUIRING

THEM AND INSTALLED BY THE CONTRACTOR CASTING THE CONCRETE AROUND

THEM. CLIP ANGLES SHALL BE FURNISHED BY THE CONTRACTOR REQUIRING

THEM.

7. REINFORCING STEEL SHALL RECEIVE CONCRETE COVER AS FOLLOWS:

DESCRIPTION MINIMUM COVER

CAST AGAINST & PERMANENTLY 3"

EXPOSED TO EARTH

EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS 2"

#5 BARS OR SMALLER 1 1/2"

NOT EXPOSED TO EARTH OR WEATHER

OR IN CONTACT WITH THE GROUND, SLABS

AND WALLS

#11 BARS OR SMALLER 3/4"

#14 AND #18 1 1/2"

BEAMS AND COLUMNS 1 1/2"

SHELLS, FOLDED PLATE MEMBERS:

NO. 6 BAR AND LARGER 3/4"

NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 1/2"

8. PROVIDE TWO (2) #5'S, ONE AT EACH FACE, UNLESS NOTED OTHERWISE, AROUND

ALL OPENINGS GREATER THAN 12"x12" IN CAST-IN-PLACE CONCRETE. EXTEND

REINFORCING 2'-0" BEYOND OPENING IN BOTH DIRECTIONS. CONTACT

CONTRACTING OFFICER FOR ALL OPENINGS GREATER THAN 12"x12" FOR DESIGN.

9. COLD WEATHER AND HOT WEATHER PROVISIONS OF ACI 306 AND 305 (CURRENT

EDITIONS), RESPECTIVELY, SHALL BE MAINTAINED.

10. PRIOR TO SCREEDING AN ELEVATED SLAB, CONCRETE SHALL BE UNIFORMLY

PLACED ON ALL (3) SPANS OF THE DECK TO A THICKNESS APPROXIMATELY EQUAL

TO THE SPECIFIED SLAB THICKNESS AT EACH BEAM OR JOIST LINE.

11. CONTRACTOR IS RESPONSIBLE FOR ESTIMATING CONCRETE QUANTITIES ON

ELEVATED SLABS AND SHALL ACCOUNT FOR DEFLECTIONS IN THE FLOOR

STRUCTURE.

12. CONTRACTOR SHALL MAINTAIN A CONSTANT THICKNESS OVER THE ENTIRE

ELEVATED SLAB. ELEVATED SLAB THICKNESS SHALL NOT BE 3/8" GREATER THAN

OR 1/4" LESS THAN THE SPECIFIED THICKNESS.

13. LASER SCREED OR OTHER SIMILARLY FUNCTIONING EQUIPMENT SHALL NOT BE

PERMITTED FOR ELEVATED SLABS UNLESS AUTHORIZED BY ALBERTSON

ENGINEERING INC.

THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED WITH THE

FOLLOWING SUPERIMPOSED LOADINGS BASED ON A RISK CATEGORY IV:

ROOF (FUTURE FLOOR):

SNOW LOAD 21 PSF + DRIFT

GROUND SNOW LOAD 25 PSF

SNOW EXPOSURE FACTOR 1.0

SNOW THERMAL FACTOR 1.0

SNOW IMPORTANCE FACTOR 1.2

DEAD LOAD 25 PSF

LIVE LOAD 20 PSF (REDUCIBLE)

FUTURE ROOF DEAD LOAD 25 PSF

FUTURE ROOF LIVE LOAD 20 PSF

WIND:

ULTIMATE WIND SPEED 124 MPH

EXPOSURE CATEGORY B

INTERNAL PRESSURE COEFFICIENT 0.18

COMPONENT AND CLADDING PRESSURES SEE TABLE ON SHEET S0.04

SEISMIC:

SEISMIC DESIGN CATEGORY C

SITE CLASSIFICATION D

SEISMIC IMPORTANCE FACTOR 1.5

MAPPED SPECTRAL RESPONSE COEFFICIENTS

Ss = 0.072 S1 = 0.045

SEISMIC FORCE RESISTING SYSTEM

RIGID DIAPHRAGM (CONCRETE SLAB ON COMPOSITE METAL DECK)

CONCENTRICALLY BRACE FRAMES

STEEL ORDINARY MOMENT FRAMES

DESIGN BASE SHEAR 0.036*W

SEISMIC RESPONSE COEFFICIENT 0.036

RESPONSE MODIFICATION COEFFICIENTS (R)

STEEL ORDINARY CONCENTRICALLY BRACED FRAMES 3.25

STEEL ORDINARY MOMENT FRAMES 3.5

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE PROCEDURE

GENERAL NOTES:

PLUMBING SLEEVES:

DESIGN LOADS:

PENETRATIONS:

FORMWORK AND SHORING:

CONCRETE MIX DESIGN: CONCRETE AND REINFORCING PLACEMENT:

CONCRETE TESTING:

CHEMICAL ANCHORS:

ANCHOR BOLTS:

STRUCTURAL STEEL:

COMPOSITE STEEL FORM DECK:

COLD FORMED LIGHT GAUGE STRUCTURAL STEEL:

SPECIAL INSPECTION AND TESTING:

• 2018 INTERNATIONAL BUILDING CODE.

• ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY.

• AISC 360-16 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

• AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS.

• ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES.

• SDI C-2017 STANDARD FOR COMPOSITE STEEL FLOOR DECK.

• SDI RD-2017 STANDARD FOR STEEL ROOF DECK.

DESIGN CODES:

PHOTO DOCUMENTATION OF CONSTRUCTION OF STRUCTURAL ITEMS

1. CONTRACTOR SHALL PROVIDE SETS OF PERIODIC DIGITAL PHOTOGRAPHS OF THE

CONSTRUCTION OF THE STRUCTURAL PORTIONS OF THE CONSTRUCTION PROJECT TO

THE CONTRACTING OFFICER FOR APPROVAL. PHOTOGRAPHS SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER WITHIN 2 WORKING DAYS OF WHEN THEY WERE TAKEN.

THE MINIMUM SETS OF PHOTOGRAPHS TO BE TAKEN INCLUDE THE FOLLOWING:

EVENT

OVERALL

CONSTRUCTION

PROGRESS

OCCURRENCES

MINIMUM OF ONCE WEEKLY

DURING CONSTRUCTION.

CAN INCLUDE PHOTOS FROM

OTHER REQUIRED AREAS.

ITEMS TO DOCUMENT

GENERAL PROGRESSION OF CONSTRUCTION

PROJECT. SET OF PHOTOGRAPHS TO BE

SUFFICIENT TO SHOW MAJOR ASPECTS OF

CONSTRUCTION, WITH A MINIMUM OF 8

PHOTOGRAPHS PER SET.

CONCRETE

POURS

PRIOR TO EACH CONCRETE

POUR

CONDITION OF FORM WORK, PLACEMENT OF

CONCRETE REINFORCING, METHODS USED

TO SECURE REINFORCING IN CORRECT

LOCATIONS.

CONCRETE

MASONRY

CONSTRUCTION

PRIOR TO GROUTING PLACEMENT OF REINFORCING AND METHODS

USED TO SECURE REINFORCING IN CORRECT

LOCATIONS.

STEEL

CONSTRUCTION

PRIOR TO ENCLOSURE TYPICAL CONNECTIONS.

MAJOR

MILESTONES

2. ALL PHOTOGRAPHS TAKEN SHALL CLEARLY SHOW THE LOCATIONS AT WHICH THE PHOTOGRAPHS ARE BEING TAKEN. TYPICALLY THE LOCATIONS ARE SELF-EVIDENT, BUT FOR THOSE CASES WHERE THEY

ARE NOT, CONTRACTOR TO INCLUDE SOME METHOD OF DOCUMENTING THE LOCATIONS. THE

PHOTOGRAPHS SUBMITTED MAY BE EITHER A HARD COPY OR ELECTRONIC FORMAT. HARD COPIES OF THE PHOTOGRAPHS ARE NOT REQUIRED, AND IT IS STRONGLY PREFERRED THAT THE PHOTOGRAPHS

BE E-MAILED TO THE CONTRACTING OFFICER.

FLOOR:

DEAD LOAD 25 PSF

LIVE LOAD 80 PSF

FUTURE SURGICAL FLOOR LIVE LOAD 100 PSF

PARTITION LOAD 20 PSF

CORRIDORS (LIVE) 100 PSF

STAIRS (LIVE) 100 PSF

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

11-23-20

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CONSTRUCTION DOCUMENTS

11/23/2020

STRUCTURAL GENERAL NOTES

S-001

Design/Construct Sterile Processing Service- Omaha VA Medical Center

MDRLGF

4101 Woolworth Ave #4199 Omaha, NE 68105Omaha VA Medical Center

22016.2330.A08

1. FRAMING ALONG GRIDS 'A', & 'A.3' (GRIDS '2.3' TO '3.5'), GRID 'B' (GRIDS '2' T0 '7'), GRIDS 'C' & 'D' (GRIDS '2.7' TO '7'), GRID 'F' (GRIDS '2.7' TO '10'), AND GRID 'G', (GRIDS '7' TO '10')

HAVE BEEN DESIGNED TO ACCOMMODATE THE ADDITION OF ONE FLOOR (FUTURE

SURGICAL LEVEL) & ROOF ABOVE THE SPS ADDITION (LEVEL 03). SEE "DESIGN LOADS"

SECTION ON THIS SHEET FOR LOADS THAT CURRENT STRUCTURE HAS BEEN

DESIGNED TO ACCOMMODATE A FUTURE ADDITION.

PROVISIONS FOR FUTURE EXPANSION:

O FE ISS

E

T

13166

LUCAS

G.FRIEDE

R

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S

E T

SI

G

DE

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PR

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DA KH OTA

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19383

COMPLIANCY REVIEW INCLUDED 2/23/2024

14363

SPECIAL INSPECTION AND TESTING:

1. SPECIAL INSPECTION AND MINIMUM TESTING SHALL BE PERFORMED IN ACCORDANCE WITH 2018 IBC AND ALL REFERENCED MATERIALS AND TABLES.

2. INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING AGENCY HIRED AT THE OWNER'S EXPENSE. AGENCY INSPECTION PERSONNEL SHALL MEET THE INSPECTOR QUALIFICATIONS FOR EACH MATERIAL ITEM AS INDICATED IN THE SPECIFICATIONS.

3. ANY MATERIAL OR PLACEMENT DEVIATIONS FROM MINIMUMS SHOWN ON THE DRAWINGS OR IN SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER.

4. IN ADDITION TO THE IBC INSPECTION TABLES, THE INSPECTOR SHALL VERIFY THAT ALL STEEL MAINTAIN ERECTION TOLERANCE OF STRUCTURAL STEEL AND ARCHITECTURALLY EXPOSED STRUCTURAL STEEL WITHIN AISC'S CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

5. IN ADDITION TO THE CONCRETE IBC INSPECTION TABLE, THE INSPECTOR SHALL VERIFY THAT ALL CONCRETE MAINTAIN TOLERANCES SPECIFIED IN ACI 117-90

STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.

6. TESTING - ANY FAILED FIELD TEST SHALL BE REPORTED TO THE CONTRACTING OFFICER IMMEDIATELY.

IBC 2018 TABLE 1705.3 REQUIRED SPECIAL INSPECTION

AND TESTS OF CONCRETE CONSTRUCTION

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.b

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

A. APPLICATION OF PRESTRESSING FORCES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

ACI 318: CH. 26.9

ACI 318: 26.10

ACI 318: 26.5.3-26.5.5

ACI 318: 26.5

ASTM C172, ASTM C31, ACI

318: 26.5, 26.12

ACI 318: 17.8.2.4,

ACI 318: 17.8.2

X

X

X

X

X

X

X

ACI 318: 26.11.2

1908.9

1908.6, 1908.7, 1908.8

1908.10

3. INSPECT ANCHORS CAST IN CONCRETE.

2. REINFORCING BAR WELDING:

1. INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT

TYPE

ACI 318 CH 20, 25.2, 25.3,

26.6.1-26.6.3

REFERENCED

STANDARDa

CONTINUOUS

SPECIAL

INSPECTION

X

AWS D1.4,

ACI 318: 26.6.4

IBC REFERENCE

1908.4

X

ACI 318: 17.8.2

5. VERIFY USE OF REQUIRED DESIGN MIX.

ACI 318: CH. 19,

26.4.3, 26.4.4

X

1904.1, 1904.2, 1908.2, 1908.3

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

ACI 318: 26.11.1.2(b)X

9. INSPECT OF PRESTRESSED CONCRETE FOR:

B. GROUTING OF BONDED PRESTRESSING TENDONS.

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-

TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS

AND STRUCTURAL SLABS.

X

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706.

X

B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16".

C. INSPECT ALL OTHER WELDS

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4A.

X

X

X

PERIODIC

SPECIAL

INSPECTION

a. WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSEUD BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

MATERIAL TESTS.

IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN CHAPTERS 19 AND 20 OF ACI 318, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN CHAPTERS 19 AND 20 OF ACI 318.

TABLE 1.1 INSPECTION OR EXECUTION TASKS

PRIOR TO DECK PLACEMENT

A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION

DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS

PERFORM

B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACESSORIES

TASK QC QA

PERFORM

PERFORMPERFORM

TABLE 1.2 INSPECTION OR EXECUTION TASKS

AFTER DECK PLACEMENT

A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH

CONSTRUCTION DOCUMENTS

B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY

WITH THE CONSTRUCTION DOCUMENTS

C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK

ACCESSORIES

TASK

PERFORM

QC QA

PERFORM

PERFORMN/A

PERFORMPERFORM

TABLE 1.3 INSPECTION OR EXECUTION TASKS

PRIOR TO WELDING

A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE

B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

C. MATERIAL IDENTIFICATION (TYPE/GRADE)

D. CHECK WELDING EQUIPMENT

TASK

OBSERVE

QC QA

OBSERVE

OBSERVEOBSERVE

OBSERVEOBSERVE

OBSERVEOBSERVE

TABLE 1.4 INSPECTION OR EXECUTION

TASKS DURING WELDING

A. USE OF QUALIFIED WELDERS

B. CONTROL AND HANDLING OF WELDING CONSUMABLES

C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE)

D. WPS FOLLOWED

TASK

OBSERVE

QC QA

OBSERVE

OBSERVEOBSERVE

OBSERVEOBSERVE

OBSERVEOBSERVE

NOTE:

• QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE INSTALLER

• QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY THE CERTIFIED TESTING AGENCY

REQUIRED ON

PROJECT

YES

NO

YES

YES

YES

YES

YES

NO

NO

YES

YES

TABLE 1.8 INSPECTION OR EXECUTION TASKS AFTER

MECHANICAL FASTENING

INSPECTION TASKS AFTER MECHANICAL FASTENING

A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS

B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS

C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS

D. VERIFY REPAIR ACTIVITIES

E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS

TABLE 1.5 INSPECTION OR EXECUTION

TASKS AFTER WELDING

A. VERIFY SIZE & LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, & PERIMETER WELDS

B. WELDS MEET VISUAL ACCEPTANCE CRITERIA

C. VERIFY REPAIR ACTIVITIES

D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS

TASK

PERFORM

QC

PERFORM

PERFORMPERFORM

PERFORMPERFORM

PERFORMPERFORM

TABLE 1.6 INSPECTION OR EXECUTION TASKS PRIOR TO

MECHANICAL FASTENING

A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS

B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION

C. PROPER STORAGE FOR MECHANICAL FASTENERS

TASK

OBSERVE

QC

OBSERVE

OBSERVEOBSERVE

OBSERVEOBSERVE

TABLE 1.7 INSPECTION OR EXECUTION TASKS DURING

MECHANICAL FASTENING

A. FASTENERS ARE POSITIONED AS REQUIRED OBSERVE

B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

INSPECTION TASKS DURING MECHANICAL FASTENING QC

OBSERVE

OBSERVEOBSERVE

PERFORM

QC

PERFORM

PERFORMPERFORM

PERFORMPERFORM

PERFORMPERFORM

PERFORMPERFORM

STANDARD FOR QUALITY CONTROL AND QUALITY ASSURANCE

FOR THE INSTALLATION OF STEEL DECK

QA

QA

QA

QA

YES

NO

TABLE N5.4-1

INSPECTION TASKS PRIOR TO WELDING

TABLE N5.4-2

INSPECTION TASKS DURING WELDING

AISC 360-16 TABLE N5.4-3

INSPECTION TASKS AFTER WELDING

AISC 360-16 TABLE N5.6-1

INSPECTION TASKS PRIOR TO BOLTING

AISC 360-16 TABLE N5.6-2

INSPECTION TASKS DURING BOLTING

AISC 360-16 TABLE N5.6-3

INSPECTION TASKS AFTER BOLTING

INSPECTION TASKS PRIOR TO WELDING

WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION (TYPE/GRADE)

WELDER IDENTIFICATION SYSTEM(a)

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

• JOINT PREPARATION

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

CONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS

• DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

CHECK WELDING EQUIPMENT

INSPECTION INTERVAL

USE OF QUALIFIED WELDERS

CONTROL AND HANDLING OF WELDING CONSUMABLES

• PACKAGING

• EXPOSURE CONTROL

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

• WIND SPEED WITHIN LIMITS

• PRECIPITATION AND TEMPERATURE

WPS FOLLOWED

• SETTINGS ON WELDING EQUIPMENT

• TRAVEL SPEED

• SELECTED WELDING MATERIALS

• SHIELDING GAS TYPE/FLOW RATE

• PREHEAT APPLIED

• INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)

• PROPER POSITION (F, V, H, OH)

WELDING TECHNIQUES

• INTERPASS AND FINAL CLEANING

• EACH PASS WITHIN PROFILE LIMITATIONS

• EACH PASS MEETS QUALITY REQUIREMENTS

(a) THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR

MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

P

P

O

O

O

O

O

O

O

O

O

O

O

O

WELDS CLEANED

SIZE, LENGTH AND LOCATION OF WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA:

• CRACK PROHIBITION

• WELD/BASE-METAL FUSION

• CRATER CROSS SECTION

• WELD PROFILES

• WELD SIZE

• UNDERCUT

• POROSITY

ARC STRIKES

k-AREA(a)

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

REPAIR ACTIVITIES

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

O

P

P

P

P

P

P

O

(a)WHEN WELDING OF DOUBLE PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3" (75 mm) OF THE WELD.

(b) AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY

INSPECT THE WELD ACCESS HOLE FOR CRACKS.

INSPECTION TASKS PRIOR TO BOLTING

MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS

FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE

POSITIONED AS REQUIRED

O

O

O

O

O

P

O

O

O

O

O

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF

THREADS ARE TO EXCLUDED FROM SHEAR PLANE)

CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND

HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER

FASTENER COMPONENTS

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES

• O-OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.

P-PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.

• OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONFIRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS.

• FOR STRUCTURES IN RISK CATEGORY III/IV (ASCE/SEI 7, TABLE 1.5-1), ULTRASONIC TESTING SHALL BE PERFORMED ON ALL COMPLETE-JOINT- PENETRATION GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIALS

5/16" (8 MM) THICK OR GREATER.

• ALL NONDESTRUCTIVE TESTING OF WELDED JOINTS SHALL BE DOCUMENTED.

• SEE AISC360-16 CHAPTER N FOR ADDITIONAL WELD INSPECTION REQUIREMENTS.

• SEE AISC360-16 CHAPTER N FOR ADDITIONAL BOLT INSPECTION REQUIREMENTS.

• EXPOSED CUT SURFACES OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS AND EXPOSED CORNERS OF RECTANGULAR HSS SHALL BE

VISUALLY INSPECTED FOR CRACKS SUBSEQUENT TO GALVANIZING.

• INSPECTION SHALL OCCUR DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR

EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE.

• FABRICATED STEEL AND ERECTED STEEL FRAMES, AS APPROPRIATE, SHALL BE INSPECTED FOR COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER JOINT DETAIL APPLICATION.

INSPECTION TASKS DURING BOLTING

INSPECTION TASKS AFTER BOLTING

INSPECTION TASKS DURING WELDING

INSPECTION TASKS AFTER WELDING

STEEL CONSTRUCTION

WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES(b)

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR

YES

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P YES

FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING

• JOINT PREPARATIONS

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

P

REQUIRED…