Attachment_J-1_(1_of_4).pdf

LITTLE

TO DALLAS

TEXARKANA

ROCK

PINE

BLUFF

RIVER

FORT SMITH

TO OKLAHOMA CITY

ARKANSAS

40 MEMPHIS

T O

S T L O

U

IS

TOXICOLOGICAL RESEARCH

NCTR/JEFFERSON

EXIT

PINE

BLUFF

JEFFRSON P

IN

E B

LU

F F

A R

S E

N A L

R

IV

E R

TO

FO

RT SM

ITH

LITTLE ROCK

TO TEXARKANA

TO MEMPHIS

NATIONAL CENTER FOR

PROJECT LOCATION

A R

K A

N S

A S

REDFIELD

H W

Y

NORTH LITTLE ROCK40

CROMWELL

ARCHITECTS/

ENGINEERS

#5A R

K

ANSAS -ENGIN

EE

R

C E R T

IF

IC

AT

EOFAUTHORIZ

A T

IO

N R E G

IS

T E

RED A R CH IT

E C T

A R K A N S A S

GREGORY B.

COCKMON

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

TITLE SHEET

G-00107/15/15

JEFFERSON LABORATORIES

OF THE FDA

100% FINAL CONTRACT DOCUMENTS

RENOVATION OF BUILDING 14 LABORATORY

REGISTERED

ARCHITECTS

A R K A N S A S

C-98

CROMW

E

L L

AR

CH I TECTS

ENG

IN

E

E

S,INC.

R

I hereby certify that these plans and specifications have been prepared by me, or under my supervision.

I further certify that to the best of my knowledge these plans and specifications are as required by law and in compliance with the Arkansas Fire Prevention Code for the State of Arkansas.

CROMWELL ARCHITECTS ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

Date

20152015201520151515151507070707

Greg Cockmon, AIA President

CROMWELL

ARCHITECTS/

ENGINEERS

#5A R

K

ANSAS -ENGIN

EE

R

C E R T

IF

IC

AT

EOFAUTHORIZ

A T

IO

N R E G

IS

T E

RED A R CH IT

E C T

A R K A N S A S

GREGORY B.

COCKMON

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

INDEX OF DRAWINGS

G-00207/15/15

SHEET

NUMBER SHEET NAME

INTERIORS

IF101 OVERALL FURNITURE PLAN

IF102 FURNITURE PLAN - PHASE I

IF103 FURNITURE PLAN - PHASE II

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND AND NOTES

F-101 FIRST FLOOR FIRE PROTECTION PLAN - PHASE 1

F-102 FIRST FLOOR FIRE PROTECTION PLAN - PHASE 2

F-201 MECHANICAL PLATFORM FIRE PROTECTION - PHASE 1

F-202 MECHANICAL PLATFORM FIRE PROTECTION - PHASE 2

F-501 FIRE PROTECTION DETAILS

F-502 FIRE ALARM RISER

F-601 FIRE PROTECTION SCHEDULES

PLUMBING

P-001 PLUMBING LEGEND

PD101 PLUMBING DEMOLITION PLAN - PHASE I

PD102 PLUMBING DEMOLITION PLAN - PHASE II

P-101 PLUMBING PIPING BELOW SLAB - PHASE 1

P-102 PLUMBING PIPING BELOW SLAB - PHASE 2

P-103 FIRST FLOOR PLUMBING PLAN - PHASE 1

P-104 FIRST FLOOR PLUMBING PLAN - PHASE 2

P-105 MEZZANINE PLUMBING PLAN - PHASE 1

P-106 MEZZANINE PLUMBING PLAN - PHASE 2

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISERS

P-902 PLUMBING RISERS

MECHANICAL

M-001 HVAC LEGEND AND NOTES

M-101 MECHANICAL BUILDING 10

M-102 MECHANICAL STEAM DESIGN FOR BUILDING 10

M-103 MECHANICAL OVERALL EXISTING PLAN

M-104 UTILITY SITE REROUTING

M-105 MECHANICAL PLATFORM PIPING PLAN PHASE ONE

M-106 MECHANICAL PLATFORM PIPING SECTIONS AND ENLARGED PLANS

PHASE ONE

M-107 RACK DEMOLITION

M-108 MECHANICAL PLATFORM DEMOLITION PLAN PHASE ONE

M-109 MECHANICAL FLOORPLAN DEMOLITION PLAN PHASE ONE

M-110 MECHANICAL PLATFORM SUPPLY RENOVATION PLAN PHASE ONE

M-111 MECHANICAL PLATFORM RETURN RENOVATION PLAN PHASE ONE

M-112 MECHANICAL FLOOR PLAN RENOVATION PHASE ONE

M-113 MECHANICAL PLATFORM DEMOLITION PLAN PHASE TWO

M-114 MECHANCIAL FLOORPLAN DEMOLITION PHASE TWO

M-115 MECHANICAL PLATFORM PIPING PLAN PHASE TWO

M-116 MECHANICAL PLATFORM PIPING SECTIONS AND ENLARGED PLANS

PHASE TWO

M-117 MECHANICAL PLATFORM SUPPLY RENOVATION PHASE TWO

M-118 MECHANICAL PLATFORM RETURN RENOVATION PLAN PHASE TWO

M-119 MECHANICAL FLOOR PLAN RENOVATION PHASE TWO

M-401 MECHANICAL SECTIONS DEDICATED EXHAUST

M-402 MECHANICAL SECTIONS

M-403 MECHANICAL SECTIONS

M-404 MECHANICAL SECTIONS

M-405 MECHANICAL SECTIONS

M-406 MECHANICAL SECTIONS

M-407 MECHANICAL SECTIONS

M-408 MECHANICAL ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

M-703 HVAC CONTROLS

M-704 HVAC CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND

ED101 ELECTRICAL FLOOR PLAN DEMOLITION PHASE ONE

ED102 ELECTRICAL FLOOR PLAN DEMOLITION PHASE TWO

ED103 ELECTRICAL PLATFORM DEMOLITION PLAN PHASE ONE

ED104 ELECTRICAL PLATFORM DEMOLITION PLAN PHASE TWO

EL101A FIRST FLOOR LIGHTING PLAN - PHASE I

EL101B FIRST FLOOR LIGHTING PLANE - PHASE II

EP101A FIRST FLOOR ELECTRICAL POWER PLAN - PHASE I

EP101B FIRST FLOOR ELECTRICAL POWER PLAN - PHASE II

EP102A ELECTRICAL PLATFORM POWER PLAN - PHASE I

EP102B ELECTRICAL PLATFORM POWER PLAN - PHASE II

ET101A FIRST FLOOR SYSTEMS PLAN - PHASE I

ET101B FIRST FLOOR SYSTEMS PLAN - PHASE II

E-401 ENLARGED POWER PLAN PHASE I - LAB 1

E-402 ENLARGED POWER PLAN PHASE I - LAB 2

E-403 ENLARGED POWER PLAN PHASE I - LAB 3

E-404 ENLARGED POWER PLAN PHASE I - LAB 4

E-405 ENLARGED POWER PLAN PHASE II - LAB 1

E-406 ENLARGED POWER PLAN PHASE II - LAB 2

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 EXISTING ELECTRICAL SINGLE-LINE DIAGRAM

E-602 NEW ELECTRICAL SINGLE-LINE DIAGRAM

E-603 COMMUNICATION ONE LINE DIAGRAM

E-604 ELECTRICAL PANEL SCHEDULES

E-605 ELECTRICAL PANEL SCHEDULES

E-606 ELECTRICAL PANEL SCHEDULES

E-607 ELECTRICAL PANEL SCHEDULES

E-608 ELECTRICAL PANEL SCHEDULES

E-609 ELECTRICAL PANEL SCHEDULES

E-610 ELECTRICAL PANEL SCHEDULES

E-611 ELECTRICAL PANEL & LIGHTING FIXTURE SCHEDULE

SHEET

NUMBER SHEET NAME

GENERAL INFORMATION

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 SYMBOLS & ABBREV.

G-004 FACILITY MAP

LIFE SAFETY

GI-101 LIFE SAFETY PLAN - PHASE 1

GI-102 LIFE SAFETY PLAN - PHASE 2

CIVIL

VF101 SITE SURVEY

CD101 SITE DEMOLITION PLAN

CS101 SITE LAYOUT PLAN

CG101 SITE GRADING & DRAINAGE PLAN

CG701 SITE EROSION & SEDIMENTATION CONTROL PLAN

CU101 SITE UTILITY PLAN

C-501 SITE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 WIND UPLIFT PLAN

S-003 WIND UPLIFT PLAN - WALKWAY

S-101 OVERALL EXISTING FOUNDATION PLAN

S-102 FOUNDATION AND SLAB PLAN - PHASE I

S-103 FOUNDATION AND SLAB PLAN - PHASE II

S-104 FRAMING PLAN - PHASE I

S-105 FRAMING PLAN - PHASE II

S-106 MECHANICAL PLATFORM PLAN - PHASE I

S-107 MECHANICAL PLATFORM PLAN - PHASE II

S-108 FOUNDATION & ROOF PLAN AT COVERED WALKWAY

S-109 SECTIONS AND DETAILS AT WALKWAY

S-110 ENLARGED PLANS AND DETAILS

S-111 ENLARGED PLANS AND DETAILS

S-112 EXTERIOR RACK SYSTEM FRAMING PLAN

S-201 ELEVATIONS

S-202 TRUSS LOADING DETAILS

S-301 FOUNDATION DETAILS

S-302 FOUNDATION DETAILS

S-303 FOUNDATION DETAILS AND SECTIONS

S-401 TYPICAL FRAMING DETAILS AND SECTIONS

S-402 TYPICAL FRAMING DETAILS AND SECTIONS

S-403 TYPICAL FRAMING DETAILS AND SECTIONS

S-501 ROOF FRAMING DETAILS

S-502 ROOF FRAMING DETAILS

S-601 CFS STUDWALL FRAMING DETAILS

S-602 WALL FRAMING DETAILS AND SECTIONS

S-701 STAIR FRAMING AND DETAILS

S-702 STAIR FRAMING AND DETAILS

ARCHITECTURAL

AD101 DEMOLITION PLAN - PHASE I

AD102 DEMOLITION PLAN - PHASE II

AD103 MECH PLATFORM DEMO PLAN PHASE 1

AD104 MECH PLATFORM DEMO PLAN PHASE 2

AS103 ARCHITECTURAL SITE PLAN

AS401 ARCH. SITE PLAN LARGE SCALE PLANS AND ELEVATIONS

AS402 ARCH. CANOPY DETAILS

AS501 ARCH. SITE PLAN DETAILS

A-101 OVERALL FLOOR PLAN

A-102 FLOOR PLAN - PHASE I

A-103 FLOOR PLAN - PHASE II

A-104 REFLECTED CEILING PLAN - PHASE I

A-105 REFLECTED CEILING PLAN - PHASE II

A-106 ROOF PLAN AT MECHANICAL PLATFORM

A-107 ROOF PLAN

A-201 OVERALL ELEVATIONS

A-203 ENLARGED ELEVATIONS

A-301 EXTERIOR SECTIONS

A-302 EXTERIOR SECTIONS

A-303 EXTERIOR SECTIONS

A-401 LARGE SCALE PLANS

A-402 LARGE SCALE PLANS

A-403 LARGE SCALE PLANS

A-404 LARGE SCALE PLANS

A-405 LARGE SCALE PLANS

A-406 LARGE SCALE PLANS

A-407 LARGE SCALE PLANS

A-408 LARGE SCALE PLANS

A-409 LARGE SCALE PLANS

A-410 LARGE SCALE PLANS

A-501 DETAILS

A-520 DOOR DETAILS

A-521 WINDOW DETAILS

A-530 CEILING DETAILS

A-540 ROOF DETAILS

A-601 ROOM FINISH SCHEDULE - PHASE I

A-602 ROOM FINISH SCHEDULE - PHASE II

A-620 DOOR SCHEDULE

A-701 MILLWORK DETAILS

A-703 INTERIOR ELEVATIONS

A-704 INTERIOR ELEVATIONS

A-705 INTERIOR ELEVATIONS

A-706 INTERIOR ELEVATIONS

A-707 INTERIOR ELEVATIONS

A-708 INTERIOR ELEVATIONS

A-709 INTERIOR ELEVATIONS

A-801 PARTITION TYPES

A-802 PARTITION TYPES

INDEX OF DRAWINGS

SYMBOLS LEGEND

DOOR LABEL

101 DOOR NUMBER PER SCHEDULE

SEE DOOR SCHEDULE AND ELEVATIONS

WINDOW LABEL

1i WINDOW PER ELEVATIONS

SECTION SYMBOL

SECTION IDENTIFICATION NUMBER

SHEET NUMBER WHERE SECTION IS DRAWN

DETAIL SYMBOL

DETAIL IDENTIFICATION NUMBER

SHEET NUMBER WHERE DETAIL IS DRAWN

ELEVATION SYMBOL

A-101

ELEVATION IDENTIFICATION NUMBER

SHEET NUMBER WHERE ELEVATION IS DRAWN

A-101

ROOM NAME

150 SF

ROOM LABEL

ROOM NAME

ROOM NUMBER

ROOM AREA

REVISION IDENTIFICATION

REVISION NUMBER

GENERAL AREA OR

DETAIL INCLUDED IN

REVISION

EARTH

CONCRETE

GRAVEL

BRICK

CONCRETE MASONRY UNIT (CMU)

CERAMIC TILE

ACOUSTICAL TILE

WOOD, ROUGH CARPENTRY

COOLER/FREEZER WALL PANEL

WOOD, FINISH CARPENTRY

WOOD, BLOCKING

PLYWOOD

METAL

GLASS

GYPSUM BOARD (GWB)

BATT INSULATION

RIGID INSULATION

SECTION INDICATIONS

ARCHITECTURAL ABBREVIATIONS

AB

ACOUST.

AD

ADJ.

ADMIN.

A.F.F.

AGGRE.

ALUM.

BD

B.F.F.

BLKG

BM

B.O.

BPL

BS

BTWN.

B.U.R.

CAL.

CL

CFC

CSF

CG

CJ

CLG

CMU

COL.

CONC.

CONC. BLK

CONST.

CONT.

CT

DB

DIM.

DR

DTL

DWG

EA

E.B.

EF

E.I.F.S.

EJ

ELEC.

ELEV.

EQ

EQUIP.

EW

EWC

EXIST.

EXP

EXT.

F

FD

FE

FEC

FIN.

FLR

FND

F.O.C.

FRP

FTG

GA

GALV

GR

GP

GYP

GYP.BD.

H

HD

HC

HDW

HM

HORIZ.

HP

HT

INFO.

INSUL.

INT

JAN

JT

JST

KCJ

LAV.

ANCHOR BOLT

ACOUSTICAL

AUXILIARY DRAIN

ADJUSTABLE

ADMINISTRATION

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM

BOARD

BELOW FINISH FLOOR

BLOCKING

BREAM

BOTTOM OF

BASE PLATE

BOTH SIDES

BETWEEN

BUILT-UP ROOF

CALIPER

CENTERLINE

COMBINED FACILITIES COMPLEX

COMBINED SHARED FACILITIES

CORNER GUARD

CONTROL JOINT

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONCRETE BLOCK

CONSTRUCTION

CONTINIOUS

CERAMIC TILE

DECK BEARING

DIMENSION

DOOR

DETAIL

DRAWING

EACH

EXPANSION BOLT

EXHAUST FAN

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELECTRICAL

ELEVATION

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXISTING

EXPANSION

EXTERIOR

FEMALE

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOUNDATION

FACE OF CONCRETE

FIBERGLASS REINFORCED PANEL

FOOTING

GAGE

GALVANIZED

GUARD RAIL

GUARD POST

GYPSUM

GYPSUM BOARD

HIGH

HANDICAP

HOLLOW CORE

HARDWARE

HOLLOW METAL

HORIZONTAL

HORSEPOWER

HEIGHT

INFORMATION

INSULATION

INTERIOR

JANITOR.

JOINT

JOIST

KEYED CONTROL JOINT

LAVATORY

KG

LCB

LM

LG

MAS

MATL.

MAX

MB

M.D.

MECH.

MEMB.

MEZZ.

MFR

MISC.

MO

M.S.

MTL.

N.I.C.

NS

N.T.S.

OC

OD

OFW

OPNG

OPP.

P.LAM

PL

PLYWD.

PNL

PROD

KG/SQM

KG/SQCM

QTY

R R

RD

REFRIG

REINF

REQD

RM

RPP

SC

SCHED.

SECT.

SHT.

SIM.

SPECS

SMFE

SRFE

S

SS

S.S.

SSC

SST

STB

STL

STO.

STRUCT.

SYM.

T T & B

THK

THRESH.

TJ

TO

T.O.S.

T.O.P.

TS

TYP

T.O.M.

U.N.O.

VCT

VERT.

VEST.

V.I.F.

W W/

WC

WD

WDW

WG

W/O

WP

WT

WWF

KILOGRAM

LIQUID CHALK BOARD

LINEAL METER

LONG

MASONRY

MATERIAL

MAXIMUM

MINI-BLINDS

METAL DECK

MECHANICAL

MEMBRANE

MEZZANINE

MANUFACTURER

MISCELLANEOUS

MASONRY OPENING

METAL STUD

METAL

NOT IN CONTRACT

NON-SHRINK

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE OF WALL

OPENING

OPPOSITE

PLASTIC LAMINATE

PLATE

PLYWOOD

PANEL

PRODUCE

KILOGRAMS PER SQUARE METER

KILOGRAMS PER SQUARE CENTIMETER

QUANTITY

RISER

RADIUS

ROOF DRAIN

REFRIGERATION

REINFORCING

REQUIRED

ROOM

RACK POST PROTECTOR

SOLID CORE

SCHEDULE

SECTION

SHEET

SIMILAR

SPECIFICATIONS

SURFACE MOUNTED FEC

SEMI-RECESSED FEC

SEWER

SANITARY SEWER

STAINLESS STEEL

STAINLESS STEEL CLOSURE

STAINLESS STEEL THRESHOLD

STAFF TRAINING BUILDING

STEEL

STORAGE

STRUCTURAL

SYMBOL

TREAD

TOP AND BOTTOM

THICK

THRESHOLD

TOOLED JOINT

TOP OF

TOP OF STEEEL

TOP OF PANEL

TUBE STEEL

TYPICAL

TOP OF MASONRY

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

WIDE

WITH

WATER CLOSET

WOOD

WINDOW

WALL GUARD

WITHOUT

WATERPROOFING

WEIGHT

WELDED WIRE FABRIC

GENERAL CONSTRUCTION REQUIREMENTS:

1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE UFC, GOVERNING BUILDING CODES, NATIONAL ELECTRIC CODE, AND ALL APPLICABLE REGULATIONS AND ORDINANCES HAVING JURISDICTION.

2. THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL INFORMATION REASONABLY AVAILABLE, INCLUDING BUT NOT LIMITED TO THE DRAWINGS, PROJECT MANUAL, SOIL REPORT, SITE SURVEY WITH BOUNDARY AND TOPOGRAPHY, ACTUAL SITE CONDITIONS, LOCAL INFORMATION REGARDING SITE HISTORY AND SEASONAL WEATHER CONDITIONS. SOIL REPORT DATA MAY NOT BE ALL CONCLUSIVE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURTHER INVESTIGATE SITE CONDITIONS AS NECESSARY BEFORE IMPACTING EXISTING CONDITIONS OR PROVIDING NEW WORK. (ANY CONSTRUCTION PERFORMED BY THE CONTRACTOR ON AN EXISTING BUILDING PAD

PREPARED BY OTHERS WILL CONSTITUTE ACCEPTANCE OF THE PAD.)

3. THE CONTRACTOR IS TO UNDERSTAND ALL DRAWINGS AND SPECIFICATIONS COMPLETELY. EACH ASPECT OF THE WORK MAY BE INDICATED IN ONE DISCIPLINE OR INDICATED IN MULTIPLE DISCIPLINES. REVIEW ALL INFORMATION FROM ALL DISCIPLINES AND COMPLETELY FIELD VERIFY ALL CONDITIONS BEFORE IMPACTING EXISTING CONDITIONS OR PROVIDING NEW WORK.

4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO DO SO DOES NOT RELIEVE ANY RESPONSIBILITY FOR PERFORMING THIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS

WITH THIS KNOWLEDGE.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ALL ITEMS, AND IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) TO DETERMINE THE PROPER COURSE OF ACTION. THE CONTRACTOR'S

APPROVAL FOR FABRICATION INDICATES THE ACCEPTANCE OF EXISTING CONDITIONS.

6. THE (OWNER/GOVERNMENT) SHALL OCCUPY THE FACILITY DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE (OWNER/GOVERNMENT) ALL CONSTRUCTION PROCEDURES WHICH WILL INTERFERE WITH THE NORMAL DAILY OPERATIONS OF THE FACILITY. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE (OWNER/GOVERNMENT) FOR ALL INTERRUPTIONS OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO THE INTERRUPTION. ACCIDENTAL INTERRUPTIONS SHALL BE REMEDIED IMMEDIATELY

WITH APPROPRIATE FORCES.

7. THE EXISTING BUILDING SHALL BE PROTECTED AT ALL TIMES FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS AS REQUIRED AND/OR AS SHOWN TO KEEP THE EXISTING PREMISES FREE FROM DUST AND DEBRIS. PROVIDE BARRICADES SEPARATING

THE PUBLIC FROM CONSTRUCTION ACTIVITY.

8. ANY DAMAGE TO THE (OWNER/GOVERNMENT)'S PROPERTY OR (OWNER/GOVERNMENT)'S EMPLOYEES CAUSED BY THE CONSTRUCTION PROCESS SHALL BE REPAIRED/REPLACED AT NO COST TO THE (OWNER/GOVERNMENT) OR (OWNER/GOVERNMENT)'S

EMPLOYEES.

9. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE SECURITY SYSTEM OF THE EXISTING FACILITY AT ALL TIMES. THIS INCLUDES KEEPING THE FACILITY SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS, OR HAZARDS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) PRIOR TO THE MODIFICATION OF ANY SECURITY SYSTEM OR THE DISABLING OF SUCH. IF REQUIRED, PROVIDE A BONDED SECURITY GUARD AT

CONTRACTOR'S EXPENSE TO MAINTAIN SECURITY OF THE FACILITY.

10. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE AND CLEAR OF DEBRIS. REMOVE TRASH AND DEBRIS FROM CONSTRUCTION AREA AND DO NOT ALLOW TO ACCUMULATE. NO FLAMMABLE MATERIALS/LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR THE EXPANSION DURING CONSTRUCTION, PROVIDE EXTINGUISHERS AS REQUIRED BY LOCAL AND STATE AUTHORITIES, UL LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHERS, ACCESSIBLE AT ALL TIMES WITHIN ALL CONSTRUCTION AREAS.

11. THE CONTRACTOR SHALL MAINTAIN THE REQUIRED NUMBER OF EXITS FROM THE FACILITY. MAINTAIN EXITS, EXIT SIGNS AND

EMERGENCY LIGHTING AT ALL TIMES AS REQUIRED BY THE GOVERNING AUTHORITIES.

12. THE CONTRACTOR SHALL DEVELOP A CONSTRUCTION SEQUENCING AND PHASING PLAN. BASED ON THIS PHASING SCHEDULE, DEVELOP A SCHEDULE OF WORK INDICATING THE STARTING AND COMPLETION DATES OF THE DIFFERENT PHASES OF THIS PROJECT.

SUBMIT THE SCHEDULE TO THE (OWNER/GOVERNMENT) FOR APPROVAL WITHIN TEN (10) DAYS PRIOR TO THE SIGNING OF THE CONTRACT. THE (OWNER/GOVERNMENT) RESERVES THE RIGHT TO REVISE THIS SCHEDULE TO BEST MEET THEIR NEEDS FOR FACILITY OPERATIONS AT NO ADDITIONAL COST TO THE (OWNER/GOVERNMENT). AS THE CONSTRUCTION PROGRESSES, UPDATE WORK SCHEDULE IN WRITING TO THE FACILITY MANAGER AND (CONSTRUCTION MANAGER/CONTRACTING OFFICER) EVERY 4 WEEKS (OR AS

NEEDED TO MAINTAIN FACILITY OPERATIONS).

13. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES/OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION.

PROVIDE FURRING FOR NEW CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING

FINISHES.

14. REPAIR, RE-ROUTE AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION.

15. PATCH, REPAIR, AND REFINISH CONSTRUCTION AT INTERFACE OF NEW AND EXISTING FINISHES. FINISH NEW SURFACES AT

INTERFACE TO MATCH EXISTING.

16. ALL QUESTIONS RELATING TO THE CONSTRUCTION OF THIS PROJECT SHALL BE DONE IN WRITTEN FORM USING THE "REQUEST FOR INFORMATION" FORM, INCLUDED IN THE SPECIFICATIONS, THROUGH THE GENERAL CONTRACTOR ONLY. FOLLOW INSTRUCTIONS

WHEN COMPLETING AND SENDING THIS FORM.

CODE INFORMATION

1. APPLICABLE CODES AND STANDARDS: 2012 ARKANSAS FIRE PREVENTION CODE (2012 IBC, 2012 IFC, 2012 NFPA)

2. OCCUPANCY CLASSIFICATION: B = BUSINESS

3. CONSTRUCTION TYPE: 2-B SPRINKLED

4. ALLOWABLE AREA: UNLIMITED (SECTION 507.4)

ACTUAL AREA: 56,322 SF FIRST FLR

5. ALLOWABLE HEIGHT: 75' ALLOWABLE STORIES: 4

ACTUAL HEIGHT: 36' ACTUAL NO STORIES: 1 + MECHANICAL EQUIPMENT PLATFORM

6. CONSTRUCTION REQMNTS: BEARING WALLS: 0 HR

NON BEARING: 0 HR

FLOOR: 0 HR

ROOF: 0 HR

CORRIDOR: 0 HR

7. EGRESS: 563 OCCUPANTS X .15 = 84.45" TOTAL

8. EXIT TRAVEL DISTANCE = 300' COMMON PATH OF TRAVEL = 100' DEAD END CORRIDOR = 50'

9. FIRE EXTINGUISHERS EVERY 75' ALONG CORRIDORS.

CROMWELL

ARCHITECTS/

ENGINEERS

#5A

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IF

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ATEOF AUTHORIZ

A

T

IO

N R E

G

IS

T E R E D A R C H IT E C

T

A R K A N S A S

GREGORY B.

COCKMON

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

SYMBOLS & ABBREV.

G-00307/15/15

B

A

X X X

X

X X

X X

X

X

X X XXX

X

X

X X

X X

X X

X

X X

X

X

X X

X

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X

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X XXX X XXX X XXX X XXX X XX X X X X X X X X X X X X X X X X X X XX X

X

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X X

X X

X X

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XX X X X X X X

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XX X XX X X X

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X X X X

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X X X X X

X X

X X

O P

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14C-122

14B-112 dn

UP

U P

DN

C O

RR

ID

OR

UP

U P

DN

ES/ EW

V

V

R

F H

F H

F H

Existing 250 kw Generator

Bldg 62 Substation for the BSL Laboratories

6 4

54 53 15

50 62

AREA OF WORK

CROMWELL

ARCHITECTS/

ENGINEERS

#5A R

K

ANSAS -ENGIN

EE

R

C E R T

IF

IC

AT

EOFAUTHORIZ

A T

IO

N R E G

IS

T E

RED A R CH IT

E C T

A R K A N S A S

GREGORY B.

COCKMON

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

FACILITY MAP

G-00407/15/15

1" = 100'-0"

1 FACILITY MAP

SCALE : 1" = 100'

0 50 100 200

F

C P

F

F

F

VS

VS VS

VS

PRE PRE

MIC

MIC

MIC

S

.5W

S

.5W S

.5W

S

.5W

S

.5W

S

.5W

S

.5W S

.5W

S

.5W S

.5W

S

.5W

S

.5W

S

.5W

S

.5W S

.5W

S

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S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W S

.5W S

.5W

S

.5W S

.5W

S

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S

.5W

S

.5W

S

.5W S

.5W S

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F

.7 1 1.4 2 2.5 3 3.5 4 4.5 5 5.5 6

1A

2A

F.2

E.9

F.3

F.4

F.6W1

D.3

4A

3A

OFFICE

140 SF

1 Occupant(s)

OFFICE

144 SF

1 Occupant(s)

OFFICE

144 SF

1 Occupant(s)

ULTRA COOL

1424 SF

14 Occupant(s)

VESTIBULE

215 SF

2 Occupant(s)

OZONE FREE LAB

318 SF

3 Occupant(s)

CELL CULTURE LAB

316 SF

3 Occupant(s)

GC/ICP MASS SPEC LAB

641 SF

6 Occupant(s)

HPLC LAB 3

647 SF

6 Occupant(s)

HPLC LAB 2

647 SF

6 Occupant(s)

INHALATION CHEM LAB

647 SF

6 Occupant(s)

MASS SPEC

316 SF

3 Occupant(s)

NAN LAB

647 SF

6 Occupant(s)

CAO LAB

650 SF

6 Occupant(s)

GPT LAB

548 SF

5 Occupant(s)

MLA LAB

270 SF

3 Occupant(s)

TISSUE CULTURE

397 SF

4 Occupant(s)

TELE/DATA

133 SF

0 Occupant(s)

GENE EXPRESN LAB 2

515 SF

5 Occupant(s)

CHEM LAB

641 SF

6 Occupant(s)

GENERAL PURPOSE LAB

972 SF

10 Occupant(s)

CORRIDOR

1001A

139 SF

1 Occupant(s)

CORRIDOR

1001B

855 SF

9 Occupant(s)

GENETICS LAB

1016B

322 SF

3 Occupant(s)

MOLECULAR BIO LAB

1016A

319 SF

3 Occupant(s)

TC/HPRT LAB

1035A

268 SF

3 Occupant(s)

FLO CYTOMETRY LAB 2

1035B

278 SF

3 Occupant(s)

FLO CYTOMETRY LAB 3

1037A

268 SF

3 Occupant(s)

FLO CYTOMETRY LAB 1

1037B

278 SF

3 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

140 SF

1 Occupant(s)

DIRECTOR'S OFFICE

174 SF

2 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

CORRIDOR

956 SF

10 Occupant(s)

CORRIDOR

1114B

2215 SF

22 Occupant(s)

CORRIDOR

1069A

1608 SF

16 Occupant(s)

OFFICE

159 SF

2 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

139 SF

1 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

SPRINKLER

129 SF

0 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

165 SF

2 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

143 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

CONFERENCE

271 SF

18 Occupant(s)

CONFERENCE

219 SF

15 Occupant(s)

MEN

245 SF

2 Occupant(s)

WOMEN

245 SF

2 Occupant(s)

GEN. STORAGE

137 SF

0 Occupant(s)

COMET PRINT

268 SF

3 Occupant(s)

CART STORAGE

285 SF

1 Occupant(s)

SMOKE LAB

548 SF

5 Occupant(s)

TMP LAB

311 SF

3 Occupant(s)

BIOCHEM LAB

320 SF

3 Occupant(s)

GENERAL STORAGE

313 SF

1 Occupant(s)

CORRIDOR

907 SF

9 Occupant(s)

CORRIDOR

558 SF

6 Occupant(s)

CHEMICAL STORAGE

284 SF

1 Occupant(s)

WOMEN

245 SF

2 Occupant(s)

MEN

245 SF

2 Occupant(s)

ICE MACHINE

131 SF

1 Occupant(s)

CORRIDOR

578 SF

6 Occupant(s)

GENE EXPRESN LAB 1

270 SF

3 Occupant(s)

TELE/DATA

138 SF

1 Occupant(s)

GLASS WASH

1033A

165 SF

2 Occupant(s)

ICE MACHINE

133 SF

1 Occupant(s)

CORRIDOR

605 SF

6 Occupant(s)

CROMWELL

ARCHITECTS/

ENGINEERS

#5A R

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ANSAS -ENG

IN

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EOF

AUTHORIZ

A T

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N

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 12957

S T A T E O F

M A

X W E L L A .

G O

O D

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

LIFE SAFETY PLAN - PHASE 1

GI-10107/15/2015

1/8" = 1'-0"

1 FIRST FLOOR LIFE SAFETY PLAN PHASE 1

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

0 4 8 16

NORTH

TR

UE

NO

RT

H

PLAN

F

F

F

VS VS

PRE PRE

MIC

MIC

MIC

S

.5W

S

.5W S

.5W

S

.5W S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5W

S

.5WS

.5W

S

.5W

S

.5W

S

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.5W

S

.5W

S

.5W

S

.5W

S

.5W

A

B

C

D

E

F

6 6.5 7 7.5 8 8.6 9 9.3 10.1

1A

2A

F.2

E.9

F.3

F.4

F.6W1

D.3

4A

3A

OFFICE

144 SF

1 Occupant(s)

OFFICE

144 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

TC LAB

156 SF

2 Occupant(s)

HIGH CONCENTRATION

PREP LAB

643 SF

6 Occupant(s)

GENERAL STORAGE

321 SF

1 Occupant(s)

PROTEOMICS MASS

SPEC LAB

644 SF

6 Occupant(s)

SAMPLE PREP

316 SF

3 Occupant(s)

CELL CULTURE LAB

316 SF

3 Occupant(s)

PENCE MASS SPEC LAB

650 SF

6 Occupant(s)

HUMAN SAMPLE PREP

650 SF

6 Occupant(s)

CHEMISTRY LAB

639 SF

6 Occupant(s)

CELL LAB

1048B

156 SF

2 Occupant(s)

AMES LAB

156 SF

2 Occupant(s)

MOLECULAR LAB 1

647 SF

6 Occupant(s)

OMIPRINT MS LAB

636 SF

6 Occupant(s)

ACBPCR LAB

983 SF

10 Occupant(s)

PCR LAB

300 SF

3 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

CORRIDOR

913 SF

9 Occupant(s)

CORRIDOR

908 SF

9 Occupant(s)

VENDING

146 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

130 SF

1 Occupant(s)

OFFICE

140 SF

1 Occupant(s)

OFFICE

140 SF

1 Occupant(s)

TC LAB

143 SF

1 Occupant(s)

CORRIDOR

957 SF

10 Occupant(s)

LOW CONCENTRATION

PREP LAB

322 SF

3 Occupant(s)

ULTRA COOL

295 SF

3 Occupant(s)

RAPID B-FLOW

CYTOMETRY

635 SF

6 Occupant(s)

MASS SPEC LAB

982 SF

10 Occupant(s)

VENDING

133 SF

1 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

SPRINKLER

129 SF

0 Occupant(s)

OFFICE

129 SF

1 Occupant(s)

OFFICE

139 SF

1 Occupant(s)

OFFICE

176 SF

2 Occupant(s)

OFFICE

141 SF

1 Occupant(s)

OFFICE

146 SF

1 Occupant(s)

ENTRY

129 SF

1 Occupant(s)

OFFICE

183 SF

2 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

143 SF

1 Occupant(s)

OFFICE

133 SF

1 Occupant(s)

OFFICE

146 SF

1 Occupant(s)

OFFICE

142 SF

1 Occupant(s)

OFFICE

142 SF

1 Occupant(s)

OFFICE

141 SF

1 Occupant(s)

OFFICE

141 SF

1 Occupant(s)

OFFICE

141 SF

1 Occupant(s)

OFFICE

140 SF

1 Occupant(s)

Unoccupied Unoccupied

1270 SF

13 Occupant(s) LOBBY S.E.

227 SF

2 Occupant(s)

LOBBY N.E.

234 SF

2 Occupant(s)

OFFICE

142 SF

1 Occupant(s)

STAIR

120 SF

1 Occupant(s)

Unoccupied Unoccupied

1057 SF

11 Occupant(s)

ENTRY

135 SF

1 Occupant(s)

Unoccupied Unoccupied

1367 SF

14 Occupant(s)

CROMWELL

ARCHITECTS/

ENGINEERS

#5A R

K

ANSAS -ENGIN

E

E R

C E R

T

IF

IC

ATEOFAUTHORIZ

A

T

IO

N

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 12957

S T A T E O F

M A

X W

E L L A . G O

O D

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

LIFE SAFETY PLAN - PHASE 2

GI-10207/15/2015

1/8" = 1'-0"

1 FIRST FLOOR LIFE SAFETY PLAN PHASE 2

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

0 4 8 16

NORTH

TR

UE

NO

RTH

PLAN

STRUCTURAL GENERAL NOTES(NOTE: NOT ALL ABBREVIATIONS USED)ABBREVIATIONS

STRUCTURAL DESIGN CRITERIA (BUILDING 14)

#XXNUMBER

A.F.F. ABOVE FINISHED FLOOR

ADD'L ADDITIONAL

ADJ ADJACENT

ARCH. ARCHITECTURAL

B.F.F. BELOW FINISHED FLOOR

BLDG. BUILDING

BOT BOTTOM

BTWN BETWEEN

C STANDARD CHANNEL

CFS COLD-FORMED STEEL

CJ CONTROL/CONSTRUCTION/

CONRACTION JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTER LINE

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.B. DECK BEARING

DBA DEFORMED BAR ANCHOR

DIA DIAMETER

DTL DETAIL

E.F. EACH FACE

EA. EACH

ELEV. ELEVATION

EW EACH WAY

EXIST. EXISTING

EXP. EXPANSION

FF FINISHED FLOOR

FLR FLOOR

FS FAR SIDE

FTG FOOTING

G.C. GENERAL CONTRACTOR

GA. GAUGE

GALV. GALVANIZED

H.S. HIGH STRENGTH

HORIZ. HORIZONTAL

HSS ROUND, SQUARE, OR

RECTANGULAR

STRUCTURAL TUBING

ID INSIDE DIAMETER

JT. JOINT

K or k KIP (1,000 LBS)

KCJ KEYED CONTROL JOINT

KSI KIPS PER SQUARE INCH

L ANGLE

LBS POUNDS

LF LINEAL FOOT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSL LONG SLOTTED HOLES

MANUF. MANUFACTURER

MATL. MATERIAL

MAX. MAXIMUM

MC MISCELLANEOUS

CHANNEL

MECH. MECHANICAL

MIN. MINIMUM

MISC MISCELLANEOUS

N.T.S. NOT TO SCALE

NS NEAR SIDE

Ø DIAMETER

O.C. ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

P.J. PANEL JOINT

PAF POWDER ACTUATED

FASTENER

PL PLATE

PLBG PLUMBING

PSF POUNDS PER SQ FOOT

PSI POUNDS PER SQ INCH

REINF. REINFORCEMENT

REQ'D. REQUIRED

SC SLIP CRITICAL

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SJ SAWN JOINT

SPA. SPACE

SQ SQUARE

SSL SHORT SLOTTED HOLES

STD. STANDARD

T&B TOP AND BOTTOM

T.O.F. TOP OF FOOTING

T.O.S. TOP OF STEEL or TOP OF

SLAB

T.O.W. TOP OF WALL

TC TENSION CONTROL

THRU THROUGH

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT.

OR V VERTICAL

VSC VERTICAL SLIDING CLIP

W WIDE FLANGE

W.W.R. WELDED WIRE REINF.

w/ WITH

WP WORK POINT

WT TEE SHAPE MADE FROM

W SHAPE

X/S-YYYSECTION/DETAIL "X" ON

SHEET "S-YYY"

XX# POUNDS

ZRC ZINC BASE PAINT

CROMWELL

ARCHITECTS/

ENGINEERS

#5ARKANS A S-ENGINEER

CE

RT

IFI

CATEOF AUTHORIZATION PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 12965

A N

T H O N Y G . J A C U Z

Z I

S T A T E O F

15-JUL-2015

SHEETDRAWING NOSUBMITTED

SCALE DATE DRAWN CHECK

REVISIONS

NO. DATE DESCRIPTION BY CHECK

JEFFERSON,ARKANSAS 72079

NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH

N C T R

BUILDING 14 RENOVATION

GENERAL NOTES

S-00107/15/2015

BUILDING CODE: 2012 ARKANSAS FIRE PREVENTION CODE (BASED ON 2012 IBC)

RISK CATEGORY (2012 IBC TABLE 1604.5) II

GRAVITY LOADS (REFERENCE: 2012 IBC & ASCE 7-10)

LIVE LOADS:

ROOF: MINIMUM (NON-REDUCIBLE) 20 PSF

GROUND SNOW LOAD 10 PSF

FLAT ROOF SNOW LOAD Pf = 8.4 PSF SLOPED ROOF SNOW LOAD Ps = 8.4 PSF UNIFORM ROOF DESIGN SNOW LOAD Pm = 10 PSF SNOW LOAD IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 1 THERMAL FACTOR Ct = 1.2

DEAD LOADS:

ROOF: WEIGHT OF MATERIALS PLUS 12

PSF COLLATERAL DEAD LOAD

LATERAL LOADS

WIND: (REFERENCE: ASCE 7-10)

ULTIMATE WIND SPEED Vult = 115 MPH NOMINAL WIND SPEED Vasd = 90 MPH

EXPOSURE C

INTERNAL PRESSURE COEFFICIENTS +/- 0.18

WIND LOAD ON COMPONENTS & CLADDING SEE SHEET S-002

SEISMIC: (REFERENCE: ASCE 7-10)

SEISMIC IMPORTANCE FACTOR Ie = 1.00 SPECTRAL RESPONSE COEFFICIENTS Ss = 0.364

S1 = 0.153

SITE CLASS C

ADJUSTED MCE SPECTRAL RESPONSE Sms = 0.437

Sm1 = 0.252

DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 0.291

SD1 = 0.168

SEISMIC DESIGN CATEGORY C

BASIC SEISMIC FORCE RESISTING SYSTEM STEEL ORDINARY MOMENT FRAMES

DESIGN BASE SHEAR V = 0.097W

SEISMIC RESPONSE COEFFICIENT Cs = 0.097

RESPONSE MODIFICATION FACTOR R = 3.0

ANALYSIS PROCEDURE EQUIVALENT STATIC FORCE

SEISMIC MECHANICAL & ELECTRICAL EQUIPMENT

COMPONENT IMPORTANCE FACTOR Ip = 1.0

SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTION – SEE SPECIFICATION

SECTION 014533

THE BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH ACT 1100, 1991 OF THE STATE OF

ARKANSAS.

STRUCTURAL DESIGN APPROACH:

A. SPECIAL INSPECTIONS:

1. QUALIFIED INSPECTORS SHALL CONDUCT SPECIAL INSPECTIONS AND TESTS AND FURNISH REPORTS AS SPECIFIED IN SECTION 014533 AND IN ACCORDANCE WITH CHAPTER 17, INTERNATIONAL BUILDING CODE.

2. THE CONTRACTOR SHALL COORDINATE THE SPECIAL INSPECTIONS AND TESTING SERVICES WITH THE PROGRESS OF THE WORK, PROVIDE THE APPROPRIATE DOCUMENTATION AND PERFORM OTHER TASKS AS SPECIFIED IN

SECTION 014533.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER INSPECTIONS OR TESTS IN THE SPECIFICATIONS, NOT LISTED IN THE SCHEDULE OF SPECIAL INSPECTION SERVICES IN SECTION 014533.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIR, REINSPECTION AND RETESTING FOR ITEMS THAT DO NOT PASS THE INSPECTIONS OR TESTS.

5. SPECIAL INSPECTION SERVICES DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH OTHER CONSTRUCTION DOCUMENT REQUIREMENTS OR REGULATORY REQUIREMENTS.

B. STABILITY DURING CONSTRUCTION, SHORING, & TEMPORARY STRUCTURES:

1. PERMANENT STABILITY OF THE BUILDING AND COMPONENTS IS NOT PROVIDED UNTIL ALL THE STRUCTURAL ELEMENTS ARE INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS; PROVIDE STABILITY TO ALL NON-SELF SUPPORTING ELEMENTS AND SAFETY TO ALL WORKERS, ANIMALS AND PROPERTY DURING CONSTRUCTION AND UNTIL ALL PERMANENT BRACING ELEMENTS ARE INSTALLED.

2. WHERE SHORING AND/OR TEMPORARY STRUCTURES ARE REQUIRED IN ORDER TO SATISFY THE CONTRACT REQUIREMENTS; TEMPORARY STRUCTURES SHALL BE DESIGNED AND BUILT WITHOUT EXTRA COST TO THE

CONTRACT. THE DESIGN SHALL BE DONE BY A REGISTERED PROFESSIONAL ENGINEER.

3. BRACING USED TO STABILIZE THE BUILDING DURING THE ERECTION PROCESS SHALL BE DESIGNED TO NOT TWIST OR DISTORT MEMBERS. SPECIFICALLY, IF CABLES ARE USED THEY SHALL BE ATTACHED TO THE CENTER OF THE COLUMN AND NOT WRAPPED AROUND THE COLUMN IN A MANNER THAT WILL TWIST THE COLUMN.

4. THE TEMPORARY BRACING USED TO STABILIZE THE BUILDING DURING THE ERECTION PHASE SHALL BE DESIGNED FOR LOADS AS REQUIRED BY THE APPLICABLE CODES. THE DESIGN OF THE BRACING SHALL TAKE INTO ACCOUNT ADDITIONAL FORCES DUE TO THERMAL CONTRACTION AND EXPANSION OF THE BUILDING FRAME AND BRACES.

5. THE ANCHOR RODS FOR STEEL COLUMNS ARE NOT DESIGNED TO STABILIZE STRUCTURE BY PROVIDING FIXITY OF THE COLUMN BASE DURING ERECTION OF THE STEEL. PROVIDE TEMPORARY BRACING FOR STABILITY DURING THE ERECTION PHASE AND UNTIL ALL GRAVITY AND LATERAL LOAD RESISTING ELEMENTS ARE IN PLACE AND WELDING AND/OR BOLTING INSPECTION IS COMPLETE.

6. COMPLY WITH THE OSHA SAFETY STANDARDS FOR STEEL ERECTION FOR THE ERECTION OF THE BUILDING FRAME.

C. DEFLECTION AND SHORTENING OF STRUCTURAL ELEMENTS:

1. HORIZONTAL STRUCTURAL MEMBERS DEFLECT AND VERTICAL MEMBERS SHORTEN UNDER SUPERIMPOSED LOADS. MAKE NECESSARY ADJUSTMENTS TO ALLOW FOR THESE MOVEMENTS.

D. RENOVATIONS AND ADDITIONS TO EXISTING BUILDINGS:

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND MAKE NECESSARY CHANGES AND NOTIFICATIONS IF THE DIMENSIONS AND CONDITIONS VARY FROM THOSE SHOWN OR NOTED ON THE CONTRACT DRAWINGS.

2. SCHEDULE AND COORDINATE WORK TO PREVENT DAMAGE TO THE BUILDING OUTSIDE THE LIMITS OF THE CONTRACT. REPAIR AT NO ADDITIONAL COST TO THE GOVERNMENT ARCHITECT/ENGINEER ANY DAMAGE CAUSED

BY THE CONSTRUCTION.

3. INSTALL PIPING, CONDUIT, ETC. WITHIN THE EXISTING STRUCTURE AND UNDER THE EXISTING FLOOR SLAB/STRUCTURE AS SHOWN ON THE CONTRACT DOCUMENTS. UNLESS SHOWN OTHERWISE, ESTABLISH THE METHOD OF INSTALLATION AND REPAIR AND REPLACEMENT OF THE FLOOR STRUCTURE INCLUDING THE SLAB ON GRADE.

4. FIELD VERIFY SIZES & LAYOUT OF EXISTING STRUCTURAL MEMBERS NOTED ON STRUCTURAL PLANS. NOTIFY CONTRACTING OFFICER IF SIZES OR LAYOUT DIFFERS FROM PLANS.

E. MISCELLANEOUS:

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DRAWINGS RELATING TO OTHER TRADES. CHECK AND COORDINATE DIMENSIONS, CLEARANCES, OPENINGS, PIPE SLEEVES, CURBS, ETC. WITH THE WORK OF

OTHER TRADES.

2. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. EXAMINE THE DRAWINGS FOR REQUIRED OPENINGS AND PROVIDE FOR ALL OPENINGS WHETHER SHOWN ON THESE DRAWINGS OR NOT, AND VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS. NOMINAL PIPE SLEEVES THROUGH THE DECK WILL NOT REQUIRE FRAMING UNLESS THE OPENING EXCEEDS 10" IN DIAMETER.

3. WORK NOT INDICATED ON A PART OF THE DRAWING BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

4. LOADINGS FOR MECHANICAL ROOMS ARE BASED ON THE WEIGHTS OF ASSUMED EQUIPMENT AS INDICATED ON THE MECHANICAL DRAWINGS (INCLUDING THE WEIGHT OF CONCRETE PADS, WHERE INDICATED). ANY CHANGES IN TYPE, SIZE, OR NUMBER OF PIECES OF EQUIPMENT SHALL BE REPORTED TO THE CONTRACTING OFFICER FOR VERIFICATION OF THE ADEQUACY OF SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF SUCH

EQUIPMENT.

5. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS.

6. INSURE THAT ALL CONSTRUCTION LOADS DO NOT EXCEED THE DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS AND THAT THESE LOADS ARE NOT PUT ON THE STRUCTURAL MEMBERS PRIOR TO THE TIME THAT THE CONCRETE REACHES THE FULL DESIGN STRENGTH AND ALL FRAMING MEMBERS AND THEIR CONNECTIONS ARE IN PLACE.

7. THE DETAILS SHOWN AND DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS UNLESS NOTED OTHERWISE.

8. THE DETAILS ON THE CONTRACT DRAWINGS SHALL NOT BE REVISED WITHOUT PRIOR APPROVAL BY THE CONTRACTING OFFICER. IF PERMITTED, THE REVISED DETAILS AND CALCULATIONS SHALL BE DONE ONLY BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE CONTRACTOR OFFICER FOR APPROVAL.

F. EARTHWORK:

1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2000psf.

a. THE ABOVE ASSUMPTIONS SHALL BE VERIFIED BY A SOILS INVESTIGATION.

b. THIS SOILS INVESTIGATION SHALL BE DONE BY A GEOTECHNICAL CONSULTANT HIRED AND PAID BY CONTRACTOR AND APPROVED BY A-E.

c. THIS INVESTIGATION SHALL BE BASED ON AT LEAST THREE BORINGS - TWO AT 20', ONE AT 40', AND SHALL ADDRESS ALLOWABLE BEARING AND INDIVIDUAL AND RELATIVE SETTLEMENTS.

d. THE REPORT OF THE CONSULTANT SHALL BE FORWARDED TO A-E BEFORE THE START OF THE FOUNDATION WORK.

2. THE SILTY CLAY SOILS ENCOUNTERED BENEATH THE FILL AT THE SURFACE OF THE SITE ARE SUBJECT TO STRENGTH LOSS UPON SATURATION, THUS CREATING POTENTIAL CONSTRUCTION DIFFICULTIES. THEREFORE, IT IS RECOMMENDED THAT DISTURBANCE OF THESE UPPER SOILS BE KEPT TO A MINIMUM WHENEVER POSSIBLE. EXCAVATION SHOULD BE INITIATED DURING DRIER SEASONS OF THE YEAR. POSITIVE SURFACE DRAINAGE IS IMPORTANT DURING THE INITIAL PHASES OF SITE GRADING AND SHOULD BE MAINTAINED DURING CONSTRUCTION AND FOLLOWING COMPLETION OF THE STRUCTURE TO PREVENT SURFACE PONDING AND SUBSEQUENT SATURATION OF THE SUB GRADE SOILS. IF CONSTRUCTION IS INITIATED DURING WETTER SEASONS OF THE YEAR, IT IS LIKELY THAT A PERCHED GROUND WATER CONDITION WILL EXIST AND MINOR SEEPAGE INTO

EXCAVATIONS MAY OCCUR IN LOCALIZED AREAS.

3. THE SITE SHALL BE STRIPPED A MINIMUM OF 1'-0", PROOF ROLLED, COMPACTED FILL PLACED, AND EXCAVATED AS REQUIRED FOR FOUNDATION. SEE SPECIFICATION DIVISION 31 FOR EARTHWORK REQUIREMENTS.

4. REMOVE 3 FEET OF EXISTING SUB GRADE MATERIAL UNDER THE BUILDING FROM ELEVATION 227.1 (EXTENDING 5 FEET BEYOND THE BUILDING PERIMETER) AND BACKFILL AS PER SPECIFICATION DIVISION 31, EARTHWORK, USING SPECIFIED BORROW MATERIAL. OVER EXCAVATE AS REQUIRED BELOW FOOTING TO ACHIEVE REQUIRED BEARING PRESSURE.

5. TAKE ADEQUATE MEASURES TO ALLOW FOR WORKING SURFACE DURING CONSTRUCTION OF FOUNDATIONS AND SLAB-ON-GRADE, SUCH AS GRAVEL BED OF ADEQUATE DEPTH, ETC.

6. PROVIDE FOR DRAINAGE OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, AND SEEPAGE. SOME GROUND WATER IS ANTICIPATED IN FOOTING EXCAVATIONS, AND THEY SHALL BE DRAINED OR PUMPED DRY

BEFORE POURING CONCRETE.

7. PROVIDE AND INSTALL ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS. SHORING AND BRACING OF TRENCHES SHALL MEET THE REQUIREMENTS OF OSHA.

8. PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING.

9. NOTIFY THE GEOTECHNICAL CONSULTANT AND THE contracting officer ONE WEEK PRIOR TO STARTING EXCAVATION.

10. BOTTOM OF ELEVATIONS FOR FOOTINGS GIVEN ARE FOR BIDDING PURPOSES ONLY. ALL THE FOOTINGS SHALL BE FOUNDED A MINIMUM OF 3 FEET BELOW EXISTING GRADE IN THE STIFF TO VERY STIFF LIGHT GRAY

AND TAN SILTY CLAY STRATUM.

11. ALL FOUNDATION BEARING CONDITIONS SHALL BE VERIFIED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.

12. NO BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS AND GRADE BEAMS UNTIL CONCRETE HAS ATTAINED ITS 28 DAYS STRENGTH. BEFORE BACKFILLING, PROVIDE BRACING FOR WALLS OR GRADE BEAMS SUSTAINING MORE THAN 3'-0" OF EARTH PRESSURE. THIS BRACING SHALL REMAIN IN PLACE UNTIL SLAB ON GRADE AND FRAME SLAB ABOVE SUPPORTING THE WALL HAVE BEEN PLACED AND SET.

13. BACKFILL AROUND PIPES, PITS, CONDUITS, ETC. UNDER FLOOR SLABS ON DONNA FILL WITH PEA GRAVEL AND WELL GRADED SAND. PROVIDE A MINIMUM OF 12" COVERAGE ALL SIDES.

G. CONCRETE AND REINFORCING STEEL:

1. THE DESIGN OF THE CONCRETE STRUCTURE IS BASED ON ACI 318-11.

2. ALL REINFORCING SHALL BE A-615 GRADE 60 STEEL, U.N.O..

3. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED AS REQUIRED TO FURNISH SUPPORT FOR ALL BARS.

4. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE 1" FOR SLABS AND WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH SHALL HAVE CONCRETE COVER OF 2" FOR BARS LARGER THAN #5, 1-1/2" FOR #5 BARS OR SMALLER, AND 3" FOR ALL CONCRETE PLACED AGAINST EARTH OR PERMANENTLY EXPOSED TO EARTH, U.N.O.. TOLERANCES SHALL BE AS PER ACI-318.

5. SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINTS TO THE CONTRACTING OFFICER FOR APPROVAL.

6. HORIZONTAL CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY WHERE SHOWN ON THE STRUCTURAL DRAWINGS. HORIZONTAL OR NEAR HORIZONTAL JOINTS SHALL BE PREPARED BY ROUGHENING THE SURFACE IN AN APPROVED MANNER SO THAT THE AGGREGATE IS EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES OR DAMAGED CONCRETE.

7. PIPES OR CONDUITS PLACED IN FOUNDATIONS AND SLABS SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTERS. PIPES AND CONDUITS PLACED IN SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3 OF SLAB THICKNESS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. NO CONDUIT SHALL BE PLACED WITHIN 24" OF COLUMN FACE.

8. PROVIDE CORNER BARS IN ALL CONCRETE MEMBERS AT INTERSECTIONS. MATCH SIZE AND SPACING OF HORIZONTAL BARS IN THOSE MEMBERS.

9. LOCATION OF SLOTTED INSERTS, WELD PLATES AND ALL OTHER ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

10. REINFORCING BARS SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED ON THE DRAWING AS BEING WELDED. WELDED REINF. SHALL CONFORM TO ASTM A706.

11. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.

12. VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVE CURBS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED.

13. PROVIDE SUPPORT FOR WELDED WIRE REINFORCEMENT IN SLAB ON GRADE AS REQUIRED TO MAINTAIN THE CLEAR COVER DIMENSIONS INDICATED.

14. ALL LAPS IN WELDED WIRE REINFORCEMENT SHALL BE ONE MESH PLUS TWO INCHES AT SPLICES.

15. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT MAXIMUM 3'-0" CENTERS OR CLOSER AS REQUIRED FOR ALL SLABS AND BEAMS ABOVE GRADE.

16. PLACE BARS NOTED AS "SECOND LAYER" BELOW THE PRIMARY TOP BARS (OR ABOVE THE PRIMARY BOTTOM BARS) AND PROVIDE A 2" SPACE BETWEEN THE TWO LAYERS.

17. AGGREGATE FOR CONCRETE SHALL NOT CONTAIN LIGNITE, STEEL, OR OTHER MATERIALS THAT MAY BE DETRIMENTAL TO THE CONCRETE.

18. ALKALI-SILICA REACTIVE (ASR) AGGREGATES ARE NOT ALLOWED.

19. MAXIMUM TOLERANCE FOR SLAB EDGES IS 1/2" +/- EXCEPT WHERE TIGHTER TOLERANCE IS REQUIRED FOR ARCHITECTURAL REASONS.

20. CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH THE SPECIFICATIONS. WHEN THE AIR TEMPERATURE IS OVER 85 DEGREES FOLLOW THE RECOMMENDATIONS OF ACI 305R. WHEN THE AIR TEMPERATURE IS

BELOW 40 DEGREES FOLLOW THE RECOMMENDATIONS OF ACI 306R.

21. ALL WELDED WIRE REINFORCEMENT SHALL BE PROVIDED IN SHEETS. ROLLS ARE NOT ACCEPTABLE.

22. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (f’c):

USE MINIMUM

COMPRESSIVE STRENGTH

FOOTINGS 3000 PSI

EXTERIOR SLABS 3000 PSI

INTERIOR SLABS ON GRADE 3500 PSI

SEE SPECIFICATION SECTION 033000 FOR ADDITIONAL MIX DESIGN REQUIREMENTS.

H. STRUCTURAL STEEL:

1. THE DESIGN OF STRUCTURAL STEEL IS BASED ON AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

2. ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO ASTM A992, Fy = 50 KSI, U.N.O..

3. ALL CHANNELS, ANGLES, PLATES, AND OTHER MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36, FY = 36 KSI, OR ASTM A572 GRADE 50, U.N.O..

4. STRUCTURAL PIPE SHALL CONFORM TO A53 GRADE B, FY = 35 KSI.

5. ALL RECTANGULAR HSS (TUBE) MEMBERS SHALL CONFORM TO ASTM A500 GRADE B, FY = 46 KSI OR ASTM A1085. ROUND HSS MEMBERS SHALL CONFORM TO ASTM A500 GRADE B, FY = 42 KSI.

6. ALL BOLTED CONNECTIONS FOR STRUCTURAL STEEL TO STEEL SHALL BE WITH 3/4" DIAMETER F1852 "TWIST-OFF" TYPE TENSION CONTROL BOLT ASSEMBLIES (A325 EQUIVALENT) (SHOP AND FIELD), UNLESS NOTED

OTHERWISE. H.S. BOLTS DESIGNATES F1852 (A325 EQUIV.) BOLT ASSEMBLIES.

7. COLUMN ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 AND SHALL HAVE A PLATE WASHER PER AISC TABLE 14-2 AND ONE HEAVY HEX NUT AT TOP AND A HEAVY HEX NUT AT BOTTOM TACK WELDED TO THE ROD, UNLESS NOTED OTHERWISE. PROVIDE LEVELING NUTS OR SHIM PACKS AS REQUIRED. IF SHIM PACKS ARE USED, EITHER ENCASE SHIM PACKS WITH 1" MIN COVER OF NON-SHRINK GROUT WHEN PLACING GROUT UNDER BASE PLATE OR REMOVE THE SHIM PACKS (AFTER GROUT UNDER THE BASE PLATE HAS CURED) AND FULLY GROUT REMAINING CAVITIES. PLACE AND SECURE ANCHOR RODS IN FOOTING EXCAVATION PRIOR TO POURING

CONCRETE FOR FOOTING. DO NOT PLACE ANCHOR RODS IN WET CONCRETE.

8. CONNECTION DETAILING:

a. CONNECTIONS SHALL BE DETAILED AS INDICATED IN THE DRAWINGS, UNO.

b. THE FABRICATOR’S STEEL DETAILER SHALL SELECT AND COMPLETE TYPICAL CONNECTIONS BASED ON THE BEAM END REACTIONS SHOWN ON THE PLANS AND THE FOLLOWING:

1) TYPICAL STEEL BEAM AND GIRDER TO COLUMN CONNECTIONS SHALL BE AS PER DETAIL 1/S401.

2) TYPICAL STEEL BEAM-TO-BEAM CONNECTIONS SHALL BE AS PER DETAIL1/S-401.

3) IF BEAM END REACTIONS ARE LARGER THAN THE CAPACITY INDICATED IN THE SCHEDULES THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR GUIDANCE.

c. ANY NON-TYPICAL CONNECTIONS THAT ARE NOT DETAILED IN THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR FOR THE LOADS INDICATED IN THE DRAWINGS. THE DESIGN SHALL BE DONE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS. THE CONNECTION DETAILS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER AND SUBMITTED TO THE

ARCHITECT/ENGINEER FOR APPROVAL.

9. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS SPECIFICATIONS LATEST EDITIONS. WELDING SHALL BE INSPECTED AND TESTED AS NOTED IN THE SPECIFICATIONS. WELDING

INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELDING INSPECTOR.

10. ALL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX SHALL CONFORM TO AWS A5.17, F-70, AWS FLUX CLASSIFICATION.

11. ALL STEEL DETAILS SHALL BE IN ACCORDANCE WITH THE REQUIREMENT OF THE LATEST AISC SPECIFICATIONS WITH LATEST REVISIONS.

12. VERIFY AND COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICTS, THE CONTRACTING OFFICER IS TO BE NOTIFIED AND WILL PROVIDE THE CORRECT ELEVATIONS AND DIMENSIONS FOR WHICH SHALL BE INCORPORATED INTO THE ERECTION DRAWINGS AT NO EXTRA COST.

13. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL. IF APPROVED, THE CONNECTION SHALL BE TESTED BY ULTRASONIC TESTING METHOD BY AN

INDEPENDENT TESTING LAB AND PAID FOR BY THE CONTRACTOR.

14. FINAL BOLTING OR WELDING SHALL NOT BE PERFORMED UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED.

15. THE MINIMUM PLATE THICKNESS SHALL BE 1/4", THE MINIMUM BOLT DIAMETER SHALL BE 3/4", THE MINIMUM WELD SHALL HAVE A 1/4" THICK THROAT CONTINUOUS AND THE MINIMUM CONNECTION SHALL BE FOUR BOLTS, U.N.O..

16. PROVIDE WELDED STIFFENER PLATES ON BOTH SIDES OF THE WEB OF BEAMS AT POINTS OF CONCENTRATED LOAD. MINIMUM STIFFENER PLATE THICKNESS TO BE 1/2" OR FLANGE THICKNESS OF COLUMNS ABOVE OR

BELOW, WHICHEVER IS GREATER, U.N.O..

17. PROVIDE 1/2" MINIMUM THICKNESS STIFFENERS ON ALL BEAMS RUNNING OVER TOPS OF COLUMNS. MINIMUM SIZE OF WELD TO BE 1/4" FILLET WELD, U.N.O.

18. PROVIDE TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL SUPPORT TO THE BUILDING UNTIL PERMANENT LATERAL BRACING IS INSTALLED.

19. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE: HOLES, SLOTS, CUTS, ETC., ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS THEY ARE DETAILED ON THE APPROVED SHOP

DRAWINGS.

20. ALL STEEL NOT REQUIRED TO BE SHOP PAINTED (SEE SPECIFICATIONS) SHALL BE CLEANED OF OIL, GREASE, DIRT, RUST, LOOSE MILL SCALE, ETC. AND ALL OTHER FOREIGN MATERIALS.

21. GALVANIZING OF STEEL MEMBERS SHALL CONFORM TO ASTM A123.

22. ALL COLUMN BEARING PLATES SHALL BE SIZED AS SHOWN ON SHEET S301 AND SHALL HAVE ROLLED OR GAS CUT EDGES. MINIMUM EDGE DISTANCE TO CENTER OF BOLT HOLE, SPACING OF HOLES, AND SIZES OF HOLES

SHALL BE AS PER AISC MANUAL UNLESS NOTED OTHERWISE.

23. THE TEMPORARY BRACES FOR THE STEEL ERECTION SHALL BE DESIGNED FOR LATERAL LOADS AS REQUIRED BY THE LOCAL OR NATIONAL CODES FOR LOADS BEING TRANSMITTED TO THE STEEL FRAME FROM THE

PARTIALLY COMPLETED BUILDING AND CLADDING.

24. TYPICAL DETAILS ARE INDICATED ON THE DRAWINGS. DETAILS FOR SOME SPECIAL CONDITIONS WILL NEED TO BE DEVELOPED BY THE DETAILER DURING THE DETAILING PROCESS. THE DETAILS WILL BE REVIEWED DURING THE APPROVAL PROCESS. FINAL REVIEW OF THE DETAILS WILL BE AT THE DISCRETION OF THE ENGINEER OF RECORD. NO ADDITIONAL CHARGES FOR MAKING CORRECTIONS OR CHANGES TO THE SHOP DRAWINGS "RE-DETAILING COST" OR FOR MISCELLANEOUS FABRICATED MATERIAL WILL BE ALLOWED. STEEL CONTRACTOR SHALL MAKE PROVISIONS FOR DETAILING CORRECTIONS AND MISCELLANEOUS MATERIAL IN THE BID PRICE.

ADJUSTMENTS TO THE CONTRACT WILL ONLY BE MADE FOR CHANGE ORDERS APPROVED PRIOR TO THE COMMENCEMENT OF ANY ACTION ON THE CHANGES.

25. SUPPLY STRUCTURAL STEEL FRAMING CONNECTIONS THAT COMPLY WITH OSHA STANDARDS. IF MEETING THESE STANDARDS CONFLICTS WITH ANYTHING SHOWN IN THESE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING ADVISING OF ANY REQUIRED REVISIONS AND ACQUIRE THE ENGINEER'S APPROVAL BEFORE PROCEEDING WITH THE WORK.

I. METAL DECKING, ROOF AND FLOORS, ETC.:

1. STEEL DECK:

a. ROOF DECK - SEE SECTION 1 ON SHEET S501 FOR SIZE AND ANCHORAGE.

2. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY THE STEEL ROOF DECK.

3. PROVIDE MINIMUM 3/16" X 8" BENT PLATES AT HIPS, VALLEYS, AND RIDGES AS REQUIRED TO SUPPORT AND CONNECT DECK TO STRUCTURE.

4. ROOF DECK AND FORM DECK ENDS SHALL BE BUTTED OR LAPPED OVER SUPPORTS. COMPOSITE FLOOR DECK ENDS SHALL BE BUTTED OVER SUPPORTS.

J. COLD-FORMED STEEL (LIGHT-GAUGE) FRAMING:

1. THE DESIGN OF THE COLD FORMED STEEL FRAMING IS BASED ON AISI S100.

2. COLD-FORMED STEEL (CFS) STUDS AND JOISTS SHALL BE AS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. TYPICAL STEEL EXTERIOR STUDS SHALL BE 600S162-43, AT 16" O.C.. SEE 1 ON SHEET S-601 FOR

ANCHORAGE SEE SCHEDULES AND DETAILS ON SHEET S-601.

3. EXTERIOR NON LOAD-BEARING STEEL STUDS SHALL BE CONNECTED TO THE BUILDING FRAME WITH VERTICAL SLIDE CLIPS (VSC) INSTALLED AS SHOWN ON DETAIL 1 ON SHEET S-601.

4. HORIZONTAL BRIDGING SHALL BE PROVIDED PER STUD AND LIGHT-GAUGE JOIST MANUFACTURER'S SPECIFICATION.

5. SEE SECTION 27 ON SHEET S-601 FOR BRICK VENEER ANCHORAGE.

6. ALL MATERIAL SHALL BE COLOR CODED TO INDICATE THE GAUGE OF THE MATERIAL.

K. COLD-FORMED STEEL (LIGHT-GAUGE) TRUSSES:

1. CARE MUST BE EXERCISED DURING LIFTING TO PREVENT EXCESSIVE FLAT WISE BENDING OF THE TRUSSES. TRUSSES ARE NOT DESIGNED TO BEND IN THIS FASHION AND DAMAGE MAY RESULT IN LOCALIZED BUCKLING OF MEMBERS OR DAMAGE TO THE CONNECTIONS. IT IS RECOMMENDED THAT A SPREADER BAR, AT LEAST EQUAL TO ONE-HALF THE TRUSS LENGTH, BE USED IN THE LIFTING SLING. SLING LINES SHOULD CONNECT VERTICALLY DOWNWARD FROM THE TWO ENDS AND MID-POINT OF SPREADER BAR TO THE TRUSS TO BE LIFTED.

2. PERFORM ALL FIELD ERECTION OF TRUSSES, INCLUDING ITEMS SUCH AS PROPER HANDLING, SAFETY PRECAUTIONS, TEMPORARY BRACING TO PREVENT TOPPLING OR DOMINOING OF THE TRUSSES DURING ERECTION, AND ANY OTHER SAFEGUARDS OR PROCEDURES CONSISTENT WITH GOOD WORKMANSHIP AND GOOD BUILDING ERECTION PRACTICES.

3. THE PERMANENT STRUCTURAL CROSS-BRACING, TO INSURE STABILITY TO THE TRUSSES SHALL BE IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S PLANS.

4. INSTALL PERMANENT BRACING AND RELATED COMPONENTS TO ENABLE TRUSSES TO MAINTAIN DESIGN SPACE, WITHSTAND LIVE AND DEAD LOADS, INCLUDING LATERAL LOADS, AND TO COMPLY WITH OTHER INDICATED

REQUIREMENTS.

5. IN ORDER TO DEVELOP THE FULL LOAD-CARRYING CAPACITY, ROOF TRUSSES MUST BE INSTALLED IN A STRAIGHT AND PLUMB CONDITION. THE PLUMB OF EACH TRUSS SHALL BE CHECKED WITH A BUILDER'S LEVEL AND ADJUSTED AT EACH TRUSS. A STRING LINE SHALL BE DRAWN ON THE BOTTOM CHORD BETWEEN SUPPORTING WALLS TO CHECK THE STRAIGHTNESS OF EACH TRUSS. THE TRUSS SHALL BE HELD IN CORRECT ALIGNMENT WITH THE SPECIFIED PERMANENT STRUT BRACING OF THE BOTTOM CHORD AND TEMPORARY STRUT BRACING OF TOP CHORD UNTIL SHEATHING IS INSTALLED.

6. DO NOT PLACE CONCENTRATED LOADS ATOP THE TRUSSES UNTIL ALL SPECIFIED BRACING HAS BEEN INSTALLED AND THE SHEATHING PERMANENTLY ANCHORED IN PLACE. SPECIFICALLY, AVOID STACKING BUNDLES OF PLYWOOD ATOP UNSHEATHED TRUSSES. LIFT PLYWOOD SHEETS INDIVIDUALLY ONTO ROOF ONLY AS REQUIRED DURING THE SHEATHING PROCESS.

7. SPECIFIED MECHANICAL EQUIPMENT SHALL BE PLACED ON THE ROOF ONLY UPON COMPLETION OF THE ENTIRE ROOF STRUCTURAL SYSTEM. INSURE THAT EACH PIECE OF EQUIPMENT IS CORRECTLY POSITIONED OVER THE SPECIFIED GIRDER TRUSSES BEFORE LOAD IS LOWERED SLOWLY TO THE ROOF SURFACE. AVOID BUMPING.

8. TRUSSES SHALL BE DESIGNED FOR THE LOADS…