C05_Attachment 6 - NCAUR Center Wing Renovation 2009 - New Stairwell Details Typical Reference.pdf

CODE COMPLIANCE

APPLICABLE CODES:

NFPA 101, LIFE SAEFETY CODE - 2006 ED.

INTERNATIONAL BUILDING CODE -2006 ED.

NFPA45, LABORATORIES USING CHEMICALS-2004 ED.

NFPA 30, FLAMABLE AND COMBUSTIBLE LIQUIDS CODE - 2003 ED.

NFPA 704, STANDARD SYSTEM FOR THE IDENTIFICATION OF FIRE HAZARDS OF MATERIALS -2007 ED.

NFPA49, HAZARDOUS CHEMICAL DATA

UNIFORM FEDERAL ACCESSIBILITY STANDARDS

NFPA 70, NATIONAL ELECTRICAL CODE - 2005 ED. (SEE ELECTRICAL SHEETS FOR HAZARD

CLASSIFICATIONS).

OCCUPANCY CLASSIFICATION:

GROUP B BUSINESS/ LABORATORIES;

INTERNATIONAL BUILDING CODE, 302 AND TABLE 508.2

(NOTE AT OWNERS REQUEST, LABORATORY UNITS Will. EXCEED GROUP B CODE REQUIREMENTS).

NEW GENERAL INDUSTRIAL (LABORATORIES); NFPA 101

LABORATORY CLASSIFICATION:

NFPA 101 LIFE SAFETY CODE- 'INDUSTRIAL" NFPA45

NUMBER OF STORIES:

FOUR STORIES WITH ATTIC MECHANICAL.

BUILDING AREA (CENTRAL WING ONLY):

17,718 SQ FT - BASEMENT LEVEL

17,522 SQ FT- FRIST FLOOR

17,522 SQ FT - SECOND FLOOR

17,522 SQ FT-THIRD FLOOR

11,522 SQ FT-ATTIC

81,806 SQ FT - TOTAL ENCLOSED BUILDING AREA

CONSTRUCTION TYPE: (EXISTING TO REMAIN)

MINIMUM STANDARDS NFPA 101

TYPE IV HEAVY TIMBER; SPRINKLERED; INTERNATIONAL BUILDING CODE 602.4

FIRE RESISTANT REQUIREMENT: INTERNATIONAL BUILDING CODE TABLE 601 AND 602

STRUCTURAL FRAME: (EXISTING TO REMAIN)

EXISTING REINFORCEC CONCRETE - 1 HOUR REQUIRED

FLOOR CONSTRUCTION: (EXISTING TO REMAIN)

1 HOUR REQUIRED ABOVE GRADE.

5' THICK CONCRETE SLAB ON GRADE.

6' THICK REINFORCED CONCRETE SLAB WITH 1 ½' TOPPING SLAB.

ROOF CONSTRUCTION: (NEW)

LOW ROOF: HEAVY TIMBER RAFTER (6"X8' & 6'X10') AND 2 ½' T&G WOOD

DECKING WITH RIGID INSULATION BOARD. (1 HOUR REQUIRED)

HIGH ROOF OVER ATTIC: HEAVY TIMBER RAFTER (6"X8' & 6'X10') AND 2 ½' T&G DECKING WITH RIGID INSULATION BOARD (1 HOUR REQUIRED) EXISTING¾' PLASTER APPLIED TO BOTTOM OF HIGH TIMBER

ROOF.

BOTH ROOFS SEPARATEED FROM OCCUPIED FLOOR BELOW BY 6' REINFORCED CONCRETE SLAB.

ROOF COVERING (NEW)

BUILT - UP ROOFING WITH GRAVEL- CLASS A.

INTERIOR PARTITIONS:

ELEVATOR/DUMBWAITER SHAFT WALLS (2 HOURS).

UTILITY/SERVICE CHASES (2 HOURS)

EXIT CORRIDORS; 1 - HOUR W/O AUTOMATIC SPRINKLER SYSTEM,

0- HOUR WITH AUTOMATIC SPRINKLER SYSTEM

LABORATORY SEPARATION 1 - HOUR BETWEEN MAJOR LABORATORY GROUPS AND OTHER SPACES,

INCLUDING BETWEEN LABORATORIES AND EXIT CORRIDOR.

ELECTRICAL EQUIPMENT ROOMS (1 - HOUR)

BUILDING SEPARATION (3- HOUR)

EXIT ACCESS TRAVEL DISTANCE 200FT W/O SPRINKLER SYSTEM

EXIT ACCESS TRAVEL DISTANCE 250 FT WITH SPRINKLER SYSTEM

NUMBER OF REQUIRED EXITS:

ATTIC

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

BASEMENT

REQUIRED

SHOWN

EXIT CAPACITY STAIRS REQ SHOWN DOORS/CORRIDOOR REQ. SHOWN

LOCATION

ATTIC 2.2' 44' 1.63' 72'

THIRD FLOOR 32' 44' 24' 72'

SECOND FLOOR 32' 44' 24' 72'

FIRST FLOOR 32' 44' 24' 72'

BASEMENT 32' 44' 24' 72'

THE BUILDING MATERIALS USED FOR WORKING SURFACES,

FLOOR/ WALLS WILL COMPLY WITH THE PROVISIONS AND PORCEDURES OF NFPA 251 STANDARD

METHODES OF TESTS OF FIRE ENDURANCE OF BUILDING CONSTRUCTION AND MATERIALS.

ABBREVIATIONS:

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

ICC INTERNATIONAL CODE COUNCIL

UL UNDERWRITERS LABORATORIES, INC.

FM FACTORY MUTUAL RESEARCH CORPORATION

GA GYPSUM ASSOCIATION

WHI WARNOCK HERSEY INTERNATIONAL, INC.

STANDARD GRAPHIC SYMBOLS

DRAWING TITLE

11.2A13.1

A11.2 A13.1 A11.3 A11.4

~----DRAWING NUMBER

DRAWING TITLE

1 • -o" 1/8 "=

'~---SCALE

-----SHEET THAT DRAWING IS DRAWN ON

-----SHEET THAT DRAWING IS REFERENCED FROM

~----DRAWING NUMBER

DRAWING TITLE

1 • -o" 1 /8 " =

'~---SCALE

-----SHEET THAT DRAWING IS DRAWN ON

------ADDITIONAL SHEETS THAT DRAWING

BUILDING SECTION

11.2 A32.1

IS REFERENCED FROM

SECTION NUMBER

SHEET THAT SECTION IS DRAWN ON

~~~-SHEET THAT DRAWING IS REFERENCED FROM

--LINE WHERE SECTION IS TAKEN

-----DIRECTION OF VIEWING PLANE

WALL OR PARTIAL SECTION

ELEVATIONS

SECTION DETAIL

SECTION NUMBER

1 0 112 A41.1

SHEET THAT SECTION IS DRAWN ON

SHEET THAT DRAWING IS REFERENCED FROM

~---DIRECTION OF VIEWING PLANE

ELEVATION NUMBER

SHEET THAT ELEVATION IS DRAWN ON

SHEET THAT ELEVATION IS

REFERENCED FROM

SECTION DETAIL NUMBER

SHEET THAT SECTION IS DRAWN ON

SHEET THAT SECTION IS REFERENCED FROM

~---DIRECTION OF VIEWING PLANE

SECTION DETAIL (TIGHT CONDITION)

PLAN DETAIL

~SECTION DETAIL NUMBER I I SHEET THAT SECTION IS DRAWN ON

i 3~A42.1

DETAIL NUMBER

SHEET THAT DETAIL IS DRAWN ON

SHEET THAT DETAIL IS REFERENCED FROM

'------CONDITION DETAILED

PLAN DETAIL (TIGHT CONDITION)

ENLARGED PLAN

,,,--------- DETAIL NUMBER

13/A43.1

\_SHEET THAT DETAIL IS DRAWN ON

----CONDITION DETAILED

ENLARGED PLAN NUMBER

SHEET THAT ENLARGED PLAN IS DRAWN ON

SHEET THAT ENLARGED PLAN IS

REFERENCED FROM

-------AREA OF PLAN ENLARGED

NORTH ARROW

COLUMN GRID & BUBBLE

ROOM IDENTIFICATION

DOOR IDENTIFICATION

PARTITION TYPE

PARTITION IDENTIFICATION

PARTITION DIMENSIONS

KEYED NOTE

EXISTING ELEVATION

SPOT ELEVATION

BUILDING ELEVATION

WINDOW TYPE

LOUVER TYPE

GLAZING TYPE

ACCESSORY NO.

REVISION NOTATION

BENCH UNIT DESIGNATION

N

EB

PLAN NORTH

0>-----

ROOM

NAME ---=-====ROOM NAME

[QQQQJ ROOM NUMBER

~ W--SPECIAL FINISH

\\___CEILING FINISH L_ (INCLUDING HEIGHT)

WALL FINISH(ES)

~---FLOOR & BASE FINISHES

~----DOOR SIZE

~---DOOR TYPE

----FRAME TYPE

/----HARDWARE SET NUMBER

"---<=A=3=B9===a

~-----CONSTRUCTION TYPE

~----CONFIGURATION TYPE

~--ASYMETRICAL SIDE

MATCH WITH SIDE INDICATED

ON CONFIGURATION TYPE

(REFER TO PARTITION SCHEDULE)

EXISTING TO REMAIN

EXISTING TO BE REMOVED

NEW NON-RATED

NEW 1 HOUR FIRE RATED

NEW 2 HOUR FIRE RATED

+ ---DIMENSIONS ARE SHOWN

TO FACE OF PARTITION,

UNLESS NOTED OTHERWISE

O]f--~•- (REFER TO NOTES LIST)

$ EL. 1 DO.DO'

© (REFER TO WINDOW SCHEDULE)

© (REFER TO LOUVER SCHEDULE)

@ (REFER TO GLAZING SCHEDULE)

(A-22) (REFER TO ACCESSORY SCHEDULE)

(BU03) (REFER TO LABORATORY CASEWORK ELEVATIONS)

GRAPHIC LEGEND

• :: I CONCRETE - LARGE SCALE

~~~I SAND OR GROUT

l11 tril 1f 11tri1 1 I EARTH

1111111111111111 I INSULATION (RIGID)

ii. ii/. .X /. /. \ !'. INSULATION (BLANKET) _JUC}._),.JUC::~

I //// I ROUGH WOOD (DISCONTINUOUS)

I ~-/~ I ROUGH WOOD (CONTINUOUS)

1,11111 I 11 I 11111 ACOUSTICAL TILE

B888838 CMU OR CLAY TILE

W/28 B8888S8

BRICK

METAL (LARGE SCALE 1" & OVER)

GYPSUM BOARD

SHEET METAL OR ALUMINUM

MISC IRON OR STEEL CONTINUOUS

MISC IRON OR STEEL NOT CONTINUOUS

BERNARD JOHNSON 1---+-----+--+------------

CORPORA TION

REV. DATE BY DESCRIPTION

ARCHITECTURE ·ENGINEERING· PLANNING--,-----------------

2401 RESEARCH BOULEVARD

ROCKVILLE • MARYLAND • 20850

A-E FIRM USDA

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

DESIGNER PPM

D. BRIGGS P. SEBESTA

CHECKED BY SAFETY & HEALTH

B. LINDEN T. ROARK

DRAWN BY REAL PROPERTY

G. COBBS E. REILLY

Agricultural Research Service u s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

D ______ C_E_NT_E_R_W_IN_G_RE_N_O_V_AT_I_O_N __ ____,

A CODES, GRAPHIC IYIIBOL.8

AND LEGENDS

PRDJECT NO.

07034

DATE

08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

A01.1

- OF 211

ChrisM.Wilson Text Box

NCAUR CENTER WING RENOVATION (2009) -NEW STAIRWELL DETAILS TYPICAL REFERENCE

AB

ABV

AC

A/C

ACOUS

AD

ADD

ADDL

ADJ

AFF

AGG

AHU

ALLOW

ALT

ALUM

AMP

ANOD

AP

APPROX

ARCH

ASPH

ASSY

ASTM

AUTO

AUX

AVG

AW

BD

BEL

BLDG

BLK

BLKG

BLVD

BM

BOT

B PL

BR

BROG

BS

BSMT

BUR

BW

C to C

CAB

CAD

CB

cc

CCTV

CEM

CER

CFLASH

CFM

CG

CHAM

CHAN

Cl

CIP

CIR

CJ

CL

CLG

CLO

CLR

CM

CMU

C 0 co

CO2

COL

COMP

CONC

COND

CONN

CONST

CONT

CONTD

CORR

CPT

cs

CSMT

CT

cu

CU FT

CU IN

CU YD

D

DBL

DEG

DEMO

DEPT

DES

DESIG

DET

DF

DH

DIAG

DIAM

DIM

DISP

DIV

DN

DO

DR

DS

DWG(S)

DWR

E

EA

E/A

EB

EDF

EF

Anchor Bolt Above Alternating Current Air Conditioning Acoustical Area Drain Addendum Additional Adjacent Above Finish Floor Aggregate Air Handling Unit Allowance Alternate Aluminum Ampere Anodized Access Panel Approximate(ly) Architect( u ral) Asphalt Assembly American Society for Testing and Materials Automatic Auxiliary Average Acid Waste

Board Below Building Block Blocking Boulevard Beam.Bench Mark Bottom Bearing Plate Bedroom Bridging Both sides Basement Built-up roofing Both ways

Center to Center Cabinet(s) Cadmium Catch Basin,Casing Bead Center to Center Closed-circuit Television Cement Ceramic Counter Flashing Cubic Feet per Minute Corner Guard Chamfer Channel

Cast Iron Cast In Place Circle,Ci rcu mference Control Joint Centerline Ceiling Closet Clear Centimeter Concrete Masonry Unit(s) Clean Out Company Carbon Dioxide Column Com ponent,Com pressed, Compressible Concrete Condition ( ed) ,Condensate Connection Construction Continuous Continued Corridor Carpet Countersink Casement Ceramic Tile Cubic

Cubic Foot(Feet) Cubic lnch(es) Cubic Yard(s)

Deep(Depth) Double Degree(s) Demolish.Demolition Department Design

Designation Detail Drinking Fountain Double Hung

Diagonal.Diagram Diameter Dimension Dispenser Division(s)

Down Door Opening Door Downspout

Drawing(s) Drawer

East Each Exhaust Air Expansion Bolt Electric Drinking Fountain Each Face

EJ

EL

ELAS

ELEC

ELEV

ELL

EMER

ENCL

ENG

EQ

EQUIP

EST

ETC

EW

EWH

EXH

EXIST

EXP

EXPO

EXT

F F/F

FA

FAB

FD

FDC

FDN

FE

FEC

FED

FEM

FH

FHC

FHMS

FHR

FHWS

FIN

FIXT

FL

FLAM

FLASH

FLEX

FLR

FLUOR

FOC

FOF

FOM

FOS

FP

FPM

FR

FS

FT

FTG

FURN

FURR

FUT

FWC

G

GA

GAL

GALV

GB

GC

GEN

GI

GL

GOVT

GPM

GR

GWH

GYP

H

HB

HC

HD

HDR

HDW

HDWD

HM

HND

HOR

HPT

HR

HT

HW

HWY

ID

IN

INCL

INFO

INSUL

INT

INTM

INV

JAN

JT

KD

KIT

KO

KS

L

LAB

LAM

LAT

LAV

LB

LF

LH

LHR

Expansion Joint Elevation Elastic, Elastomeric Electric(al) Elevator Elbow Emergency Enclosure Engineer Equal

Equipment Estimate(ed) Et Cetera Each Way Electric Water Heater Exhaust

Existing Expansion Exposed Exterior, Extension

Fahrenheit Face to Foce Fire Alarm Fabricate(d) Floor Drain Fire Department Connection Foundation Fire Extinguisher Fire Extinguisher Cabinet Federal Female Fire Hydrant Fire Hose Cabinet Flat Head Machine Screw Fire Hose Rack Flat Head Wood Screw

Finish(ed) Fixture(s) Flow Line Flammable Flashing Flexible Floor Fluorescent Face of Concrete Face of Finish Face of Masonry Face of Studs/Steel Fireproof Feet Per Minute Frame(ed) Full Size, Far Side F oot(F eet) Footing Furnish( ed),Furniture Furred,Furring Future Fabric Wall Covering

Gas Gauge Gallon(s) Galvanized Grab Bar Genera I Contractor General,Generator

Galvanized Iron Glazing.Glass Government Gallons Per Minute Grade Gas Water Heater Gypsum

High Hose Bib Handicapped,Hollow Core Hub Drain,Head,Heovy Duty Header Hardware Hardwood Hollow Metal Hand Horizontal High Point Hour Height Hot Water Highway

Inside Diameter lnch(es) Include( d) Information lnsulation,lnsulate( d) Interior Intermediate Invert

Janitor Joint

Knock(ed) Down Kitchen(ette)

Knock Out Knee Space

Long, Length Laboratory Laminate\d) Lateral,Latitude Lavatory Pound Linear Foot(Feet) Left Hand Left Hand Reverse

LIN

LIQ

LKR

LLH

LLV

LPT

LT

LTL

LVL

LVR

M

MACH

MAS

MATL

MAX

MB

MBR

MECH

MED

MEMB

MET

MEZZ

MFR

MH

MIL

MIN

MIR

MISC

MK

MLDG

MM

MO

MOD

MON

MOV

MTD

MTG

MULL

N N2 N20

NARC

NAT

NIC

NO

NOM

NORM

NRC

NS

NTS

0/0

OA

0/A oc

OD

OFF

OH

OHMS

OHWS

OPER

OPH

OPNG

OPP

ORIG

oz

PA

PAR

PASS

PAT

PBD

PCC

PCF

PED

PERF

PERP

PL

PLAM

PLAS

PLAT

PLBG

PLYWD

PNEU

PNL

POC

POL

POS

PR

PROC

PROD

PROJ

PROP

PSF

PSI

PT

PTN

PVC

PVMT

PWR

QT

QTR

R R/A R/F

RAD

RAIL

RCP

RD

RE:

RECPT

RECT

ABBREVIATIONS

Linear Liquid Locker Long Leg Horizontal Long Leg Vertical Low Point Light Lintel Level Louver

Meter(s) Machine Masonry Material Maximum Machine Bolt Member Mechanical Medi um, Medi ca I, Medication Membrane Metal Mezzanine Manufacture( d), Manufacturer Man Hole

1/1000 Inch Minimum Mirror Miscellaneous Mark Moulding Millimeter(s) Masonry Opening Modular,Module Monitor Movable Mounted Mounting Mullion

North Nitrogen Nitrous Oxide Narcotic(s) Natural Not In Contract Number Nominal Normal Noise Reduction Coefficient Near Side Not To Scale

Oxygen Out to Out Over All Outside Air On Center Outside Diameter Office Overhead Oval Head Machine Screw Oval Head Wood Screw Operator,Operated Opposite Hand Opening Opposite

Original Ounce(s)

Public Address Parallel Passage Patient Particle Board Pre-Cast Concrete Pounds per Cubic Foot Pedestal Perforate(d) Perpendicular Plate.Property Line Plastic Laminate( d) Plaster Platform Plumbing Plywood Pneumatic Panel(ing) Point Of Connection Polish(ed) Position Pair Process( ed)(ing) Product Project(ed) Property Pounds per Square Foot

Pounds per Square Inch Point Partition Polyvinyl Chloride Pavement Power

Quarry Tile Quarter

Riser,Radius Return Air Ra diog ra ph ic/FI uorescopic Radius

Railing Reinforced Concrete Pipe /Reflected Ceiling Plan Roof Drain

Regarding Receptacle Rectangle

REF

REFL

REFR

REG

REINF

REM

REQ'D

RES

RESIST

RET

REV

RH

RHR

RM

RO

ROW

s S/A

SAN

SC

SCH

SD

SEAL

SEC

SECT

SEP

SERV

SH

SHT

SHWR

SIM

SK

SPEC

SPKR

SQ

SQ FT

SQ IN

ss

SSK

SST

STA

STAG

STD

STER

STG

STIFF

STIR

STL

STO

STRUCT

STR

SUR

SUSP

SYM

SYN

SYS

T T&G

TC

TECH

TEL

TEMP

TERR

THER

THK

THRES

THRU

TLT

TOB

TOC

TOJ

TOM

TOW

TOL

TOS

TP

TPTN

TRANS

TRTD

TSL

TTD

TV

TYP

UL

UNO

UR

UTIL

Refer to.Reference Reflect( ed), Reflective Refrigerator Register,Regu la tor

Reinforce(d) Remove(d;

Required Resilient

Resistant Return(ed) Revision, Revise( d) Right Hand Right Hand Reverse Room Rough Opening Right Of Way

South Supply Air Sanitary Solid Core Schedule (d) Smoke Damper,Storm Drain Seolont Second(s) Section Separate Service Shelf Sheet Shower

Similar Sink Specification ( s) ,Specified Speaker Square Square Foot(Feet) Square lnch(es) Sonitory Soil Service Sink Stainless Steel Station Stagger(ed) Standard Sterilizer Seating

Stiffener Stirrup Steel Storage Structural Structure Surface Suspend(ed) Symmetric( a I) Synthetic System

Tread Tongue and Groove Top of Curb Technical Telephone Tempered ,T em pora ry ,T em peratu re Terrazzo Thermal Thick(ness) Threshold Through

Toilet Top of Brick Top of Concrete Top of Joist Top of Masonry Top of Wall Tolerance Top of Steel/Structure Top of Pavement Toilet Partition Transformer Treated Top of Slab Toilet Tissue Dispenser Television Typical

Underwriters Laboratories, Inc.

Unless Noted Otherwise Urinal

Utility

V

VAC

VAR

VCT

VERT

VEST

VIF

VIS

VNR

VOL

VTR

vwc

VWF

w W/

WC

WD

WDT

WDW

WF

WGL

WH

WK

W/0

WP

WPT

WR

ws

WAINS

WT

WWM

WWF

YD

L l (E)

II

Volt(s) Vacuum Varies Vinyl Composition Tile Vertical Vestibule Verify In Field Visible Veneer Volume Vent Through Roof Vinyl Wall Covering Vinyl Wall Fabric

West, Wide, Water, Watt( s) With Water Closet Wood Width Window Wide Flange Wire Glass Wall Hung.Wall Hydrant Work Without Waterproof Working Point Water Resistant/Repellant Waterstop

Wainscot Weight Welded Wire Mesh Welded Wire Fabric

Yard(s)

And Angle At

Center Line Channel Degree Diameter or Round Equal

Existing Parallel Percent Perpendicular Pound

BERNARD JOHNSON 0----+-----+---+------------1

C ORPORATION

REV. DATE BY DESCRIPTION ARCHITECTURE ·ENGINEERING· PLANNING _____ ...._ __ ...., _____________ _

2401 RESEARCH BOULEVARD

ROCKVILLE· MARYLAND· 20850

A-E FIRM USDA

PROJECT MA NAG ER EPM

B. LINDEN S. HOLMES

DESIGNER PPM

D. BRIGGS P. SEBESTA

CHECKED BY SAFETY Et HEAL TH

B. LINDEN T. ROARK

DRAWN BY REAL PROPERTY

G. COBBS E. REILLY

Agricultural Research Service u s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

D CENTER WING RENOVATION

1------------1 A ABBREVIATIONS

PROJECT NO.

07034

DATE

08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

A01.2

131 OF •

ChrisM.Wilson

A1~1.1

E

D

C st I

N

N

(D

I N r"::\BG .10 (:~U) .60 1 o',o'-10l / 8'-10"'----. .. , J ' I , 16'-Q" 0

1 s'-0"

I, PH1ASE I (COMPLETED) WORK TASK 1 V

I I

! J, 0 1 s'-0" 0 1 s'-0"

PHASE 118 (COMPLETED)

.... , B '\ A' ..1.·5 A41.3

16' -0"

( 1 "111..

A11.5A'.;.l ,.

6 7 16'-o"

16'-o"

16'-o" 0

16'-o" G

PHASE Ill V

/ 5 \

E~X-IS-T-IN-G-RO_O_F_~~~~,==,~Aj$·l

TO REMAIN " R[

NO WORK ~

16'-o"

PHASE IV

I

\ii 'i' I I I I I

16' -0" 16'-Q"

PHASE V

__ _____, 2 f-+----

16'-o"

16'-o"

16' 1-Q"

I '-2jl"¢ TO ATTI

"-1"'-----------------'\~~-----~-------------,..------...,.--""""'C:------r ------------------------------,--------~-------;----;·--- L11J ... '\ ~ I I

I PHASE I (COMPLETED) PHASE 118 COMPLETED) ..111' 8 \ , I PH SE Ill '-l_§J 1 , PHASE IV 1. I PHASE V , I ~ ~

16' 1-Q"

I

===1 ~Qi

I

' , ,. ........ VI

16' -0"

16'-o"

(D

I N

II II ~ II ~-- ~r ii II II ~ II II I! I --+-- 1~,~-~ I f 6 " ..

1A1~.1 ~ I

N -•---,[l] I •

- '----·~---;~-------;,-;========""I, 2:5 I ~ I PHASE VI I ,,

'\ <C _J ::,:

E

B

A

A',..1.,5A41.3 '\ 4 • 4, '\ ~ _J

'1111

GENERAL NOTES:

A BOLD LINES REPRESENT NEW PARTITIONS AND

EQUIPMENT. LIGHTER LINES ARE EXISTING WALLS AND

BUILDING ELEMENTS.

KEYED NOTES:

[j] w Ll] [I] [fil w [I] [ill

[I]

NEW ROOF DECK INFILL, REFER STRUCTURAL. TYPICAL.

NEW 4-PLY BUILT-UP ROOF THROUGH-OUT, TO

REPLACE EXISTING ROOF.

EXISTING LADDER TO REMAIN.

ROOF EXPANSION JOINT REFER DETAIL 2/A73.1.

NEW ROOF DRAIN, REFER DETAIL 4/A73.1.

NEW PREFINISHED METAL CAP.

RELOCATED SST CANOPY OVER NEW DOOR LOCATION.

NEW 4" CANT CONTINUOUS, TYPICAL.

NEW ROOF CRICKETS.

NEW ROOF MOUNTED FUME HOOD EXHAUST FAN. REFER

STRUCTURAL FOR ROOF SUPPORT DETAILS.

NEW EXHAUST FAN REFER DETAIL 8/A73.1 FOR CURB.

REFER MECHANICAL FOR DUCT & CURB DETAIL.

[j] PROVIDE COLLAPSIBLE UTILITY GUARDRAIL FROM COL LINE 2 TO COL LINE 17

ON NORTH SIDE AND FROM COL LINE 2 TO COL LINE 4 ON SOUTH SIDE.

ILl] PROVIDE ROOF MANUFACTURER'S RECOMMENDED WALIKPADS IN PHASE 3

FOR PHASES 1 THRU 6.

N

NORTH WING

0 8' ~-- -

SCALE:

1 6'

I_I 24'

I E9 1/8"=1 '-o"

DA

PLAN NORTH

SOUTH WING

~ i:---,___J

KEY PLAN

BERNARD JOHNSON 1---+----+---+----------

C ORPORA TION

REV. DATE BY DESCRIPTION

ARCHITECTURE ·ENGINEERING· PLANNING------------------

Agricultural Research SeNice 2401 RESEARCH BOULEVARD

ROCKVILLE ·MARYLAND· 20850

u

A-E FIRM USDA

s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

D ______ C_E_NT_E_R_W_I N_G_RE_N_O_V_AT_I_O_N __ ____,

DESIGNER

D. BRIGGS

CHECKED BY

B. LINDEN

DRAWN BY

G. COBBS

PPM

P. SEBESTA

A ROOF PLAN

SAFETY & HEALTH PROJECT NO.

T. ROARK 07034

REAL PROPERTY DATE

E. REILLY 08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

A11.5

- OF a

ChrisM.Wilson Polygon

ChrisM.Wilson Polygon

ChrisM.Wilson

TOP OF PARAPET

EL.59' -9 1 /2"

ATTIC

EL.44' -10 1 /2"

THIRD FLOOR

EL.34'-0"

SECOND FLOOR

EL.23' -0"

FIRST FLOOR

EL.12' -0"

BASEMENT

EL.0'-0"

.10 .40

I PHASE I

' -1-, I

J

I I

I I

6 .

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W EXISTING CONCRETE STRUCTURE

W EXISTING MASONRY WALL

[I] SUSPENDED ACOUSTICAL TILE CEILINGS, 1YP.

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[ill 2 HOUR RATED ASSEMBLY

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EXPOSED FLOOR PENETRATIONS (DEMOLISHED

EQUIPMENT, PLUMBING, DUCTS ECT. 1YP.)

[§J NOT USED THIS SHEET.

[1J NOT USED THIS SHEET.

[ill NOT USED THIS SHEET.

[I] NOT USED THIS SHEET.

[Ill NOT USED THIS SHEET.

[Ill NOT USED THIS SHEET.

[±] REPAIR EXISTING FLASHING AND COPING AS REQUIRED

(1YPICAL THROUGHOUT ENTIRE PROJECT AREA)

[ill NEW BUILT UP ROOF AND ROOF SYSTEM, (1YPICAL THROUGHOUT ENTIRE PROJECT AREA)

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* BENCH CABINETS, FUME HOODS

* ALL WORK SHOWN IS NEW WORK

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SHEETS

"EQUIPMENT" NOT SHOWN ON THIS SHEET, 1YP.

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DA

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BERNARD JOHNSON 1-----+------------+-----+-----------

C oRPORA TION REV. DATE BY DESCRIPTION ARCHITECTURE ·ENGINEERING· PLANNING t----1...--...._ __ ....., __________ ----I

2401 RESEARCH BOULEVARD

ROCKVILLE ·MARYLAND· 20850

A-E FIRM USDA

u s

Agricultural Research Service

NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

o _______ C_E_NT_E_R_W_I N_G_RE_N_O_V_A_TI_O_N ___ __, DESIGNER PPM

D. BRIGGS P. SEBESTA

BUIDING SECTION-

A LONGITUDINAL (A. A)

CHECKED BY

B. LINDEN

DRAWN BY

G. COBBS

SAFETY Et HEALTH PROJECT NO.

T. ROARK 07034

REAL PROPERTY DATE

E. REILLY 08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

M1.1

- OF a

ChrisM.Wilson Polygon

ChrisM.Wilson Polygon

ChrisM.Wilson

TOP OF PARAPET

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NOTE: PATCH TOPPING SLAB @ REMOVED PARTITIONS AND AT

EXPOSED FLOOR PENETRATIONS (DEMOLISHED

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TO ATTIC

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* ALL WORK SHOWN IS NEW WORK

UNLESS NOTED AS "EXISTING", TYP. ALL SHEET

"EQUIPMENT" NOT SHOWN ON THIS SHEET, TYP.

A41.2 A41.2

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PENETRATIONS 2 HR RATED

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POUR IN PLACE WITH

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DA

KEY PLAN

BERNARD JOHNSON 1---+------+----+------------

CORPORA TION

REV. DATE BY DESCRIPTION ARCHITECTURE ·ENGINEERING· PLANNING t----1...--...._ __ ..._ __________ ----I

Agricultural

2401 RESEARCH BOULEVARD

ROCKVILLE • MARYLAND • 20850

A-E FIRM USDA

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

DESIGNER PPM

D. BRIGGS P. SEBESTA

CHECKED BY SAFETY Et HEALTH

B. LINDEN T. ROARK

DRAWN BY REAL PROPERTY

G. COBBS E. REILLY

u s

Research Service

NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH o ______ C_E_NT_E_R_W_IN_G_RE_N_O_V_AT_I_O_N __ ____, BUIDING SECTION-

A LONCIIUDINAL (C. C)

PROJECT NO.

07034

DATE

08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

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.. OF 211

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ChrisM.Wilson Polygon

ChrisM.Wilson Polygon

ChrisM.Wilson

~ EL.32' -0 1 /2" _

~ EL.21'-0 1/2"_

~ EL.5'-11 1/4 _

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s USPENDED GYPSUM

-B OARD CEILING, TYP.

s TEEL HAND RAIL

C ONCRETE PAN/

s TEEL STAIRS, TYP.

THIRD FLOOR $

EL.34'-0"

SECOND FLOOR $

EL.23' -0"

s USPENDED GYPSUM -B OARD CEILING, TYP.

C ONCRETE PAN/

s TEEL STAIRS, TYP.

FIRST FLOOR $

EL.12' -0"

BASEMENT $

EL. O' -0"

PROVIDE 2" THK PERIMETER INSULATION,

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EXTERIOR SURFACES OF ELEVATOR PIT.

NOTE:

DESIGN DEVELOPMENT LIMITED ON THIS SHEET

DUE TO FUTURE INCORPORATION OF REVISED

STAIR/ELEVATOR PLAN

0 2' 4' 8' 12'

SCALE: 1/4"=1 '-0"

BERNARD JOHNSON 0------,--------;-----,------------.

CORPORA TION

REV. DATE BY DESCRIPTION

ARCHITECTURE ·ENGINEERING· PLANNING --..--------------------1

Agricultural

2401 RESEARCH BOULEVARD

ROCKVILLE • MARYLAND • 20850

A-E FIRM USDA

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

DESIGNER PPM

D. BRIGGS P. SEBESTA

CHECKED BY SAFETY & HEALTH

B. LINDEN T. ROARK

DRAWN BY REAL PROPERTY

G. COBBS E. REILLY

Research Service u s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

D CENTER WING RENOVATION

------~iiiiaiiia"iii~iwn---, A I STAR==ATOR

PROJECT NO.

07034

DATE

08-19-2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

A52.2

.. OF 211

ChrisM.Wilson Polygon

ChrisM.Wilson Polygon

ChrisM.Wilson

STRUCTURAL ABBREVIATIONS

@ AT

ACI AMERICAN CONCRETE

INSTITUTE

ADD'L ADDITIONAL

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALT ALTERNATE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERING

ASTM AMERICAN SOCIETY OF

TESTING MATERIALS

AWC AMERICAN WELDING SOCIETY

BLDG BUILDING

BOT OR B BOTTOM OR BOTTOM MOST

BW BASEMENT WALL

C CHANNEL, COMPRESSION

4- CENTERLINE

C/C CENTER TO CENTER

CANT CANTILEVER

CJT CONTROL JOINT

CJ CONSTRUCTION JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

DET DETAIL

DIA OR ¢ DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DO DITTO

DS DOUBLE STIRRUP

DWG DRAWING

OWL DOWEL

OWN OR DN DOWN

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EREC ERECTION

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FON FOUNDATION

FIN FINISHED, FINISH

FF FINISH FLOOR

FLG FLANGE

FLR FLOOR

FRMG FRAMING

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GW GRADE WALL

HCA HEADED CONCRETE ANCHOR

HORIZ OR H HORIZONTAL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

IN OR " INCH

INT INTERIOR

JST JOIST

JT JOINT

K KIPS, JOIST SERIES

KB KNEE BRACING

KSI KIPS PER SQUARE INCH

L ANGLE

LAB LABORATORY

LB POUND

LG LONG

LGT LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

MAT'L MATERIAL

MAX

MC

MECH

MEP

MFGR

MIN

MISC

MK

MTL

MAXIMUM

MOMENT CONNECTION OR

MISCELLANEOUS CHANNEL

MECHANICAL

MECHANICAL, ELECTRICAL,

PLUMBING

MANUFACTURER

MINIMUM

MISCELLANEOUS

MARK NUMBER

METAL

N NORTH

NE NORTH EAST

NF NEAR FACE

NIC NOT IN CONTRACT

NO. OR # NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTH WEST

OC ON CENTER

OD

OPH

OPNG

OPP

It

PC

PEN

PLUMB

PROJ

PSF

PSI

RAD ORR

RE:

REINF

REM

REQ'D

REV

RW

s

SC

SCHED

SE

SECT

SHT

SIM

SPA

SPECS

SQ

SF

STA

STD

STIFF

STIRR

STL

STRUCT

SW

SYM

T T&B

THK

TOB

TOC

TOF

TOL

TOS

TOW

TS

TYP

UNO

V

VB

VCB

VERT

w W/ W/0

WP

WT

WWF

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING

OPPOSITE

PLATE

PILE CAP

PENETRATION

PLUMBING

PROJECTION

POUND PER SQUARE FOOT

POUND PER SQUARE INCH

RADIUS, RIGHT

REFER TO

REINFORCED, REINFORCING,

REINFORCEMENT

REMAINDER

REQUIRED

REVISION

RETAINING WALL

SOUTH

SHEAR CONNECTOR

SCHEDULE

SOUTH EAST

SECTION

SHEET

SIMILAR

SPACES OR SPACED

SPECIFICATIONS

SQUARE

SQUARE FEET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STRUCTURAL

SOUTH WEST

SYMMETRICAL

TENSION

TOP AND BOTTOM

THICK

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF LEDGE

TOP OF STEEL

TOP OF WALL

STRUCTURAL TUBING

TYPICAL

UNLESS NOTED OTHERWISE

BEAM END SHEAR

VERTICAL BRACING

VERTICAL CROSS BRACING

VERTICAL

WIDE FLANGE

WITH

WITHOUT

WORKING POINT

WEIGHT OR STRUCTURAL

TEE CUT FORM WIDE

FLANGE BEAM

WELDED WIRE FABRIC

SYMBOLS

FF EL

$ 17'-6"

FINISH FLOOR ELEVATION

(TOP OF SLAB ELEVATION)

ROOF DECK SPAN DIRECTION OF A STEEL ROOF DECK,

NOT HAVING ANY CONCRETE TOPPING

LEGEND

( ± ) INDICATES DIMENSION MUST BE VERIFIED

PRIOR TO FABRICATION OR CONSTRUCTION.

* SEE NOTE THIS SECTION OR DRAWING OR SCHEDULE

b_ll 1=1111 11 IU=ll -11 =

I

' . <' ' . G. ' <'.'.

1·•.•-·,, , , , < • " 0

0 . - • a O • . 0. • o r//

FILL OR GRADE

CONCRETE

GROUT

STEEL

GRANULAR MATERIAL (SAND)

GRANULAR MATERIAL (GRAVEL)

CMU (WALL)

(LOADBEARING WHEN SHOWN ON PLANS)

CHANGE IN ELEVATION (SLAB DEPRESSION)

AND AMOUNT

GENERAL NOTES

STRUCTURAL GENERAL NOTES

I. DESIGN NOTES

A. CODES AND STANDARDS

1. THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE BOCA BASIC BUILDING CODE 1996.

2. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS REFERENCED WITHIN, SHALL

APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK ON THE PROJECT.

a. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-95, AMERICAN

CONCRETE INSTITUTE.

b. "MANUAL OF STEEL CONSTRUCTION", AISC, 9TH EDITION.

c. "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS", SDI.

d. "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING MASONRY", ACI 530

e. "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", AISI.

B. DESIGN LOADS

THE FOLLOWING MINIMUM LIVE LOADS WILL BE USED FOR DESIGN:

GROUND SNOW LOAD 20 PSF+ EFFECTS OF SNOW DRIFT

ROOF LIVE LOAD: 20 PSF

LABORATORIES AND CORRIDORS: 100 PSF

STAIRS: 100 PSF

ATTIC FLOOR: 150 PSF OR ACTUAL WEIGHT OF EQUIPMENT

WIND: 70 MPH, EXPOSURE B

SEISMIC:

PEAK VELOCITY RELATED ACCELERATION: Av = 0.05 PEAK ACCELERATION: Aa = 0.05

SEISMIC HAZARD EXPOSURE GROUP: I

SEISMIC PERFORMANCE CATEGORY: B

ASSUMED LATERAL EARTH PRESSURE: 55 PCF EQUIVALENT FLUID PRESSURE

C. FOUNDATIONS

1. FOUNDATIONS PLACED ON UNDISTURBED SOIL OR CONTROLLED FILL COMPACTED TO AT LEAST 98% OF MAXIMUM

DRY DENSITY HAVE BEEN DESIGNED FOR A MAXIMUM GROSS BEARING PRESSURE OF 3000 PSF. PROVISIONS SHALL BE MADE TO HAVE A QUALIFIED, STATE OF ILLINOIS REGISTERED GEOTECHNICAL ENGINEER INSPECT ALL EXCAVATIONS TO ASCERTAIN THE SUITABILITY OF THE FOUNDING SOIL FOR THE ASSUMED BEARING CAPACITY AND EQUIVALENT FLUID PRESSURE. ALL FOUNDATIONS SHALL BE PLACED A MINIMUM OF 30 INCHES BELOW FINISHED GRADE UNO.

D. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED LOADS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK, FORMWORK, STAGINGS, BRACINGS, SHEETING AND SHORING, ETC.

JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

II. MATERIALS

A. CONCRETE

1. ALL CONCRETE SHALL BE f'c = 4000 PSI, STONE AGGREGATE NORMAL WEIGHT CONCRETE AT 28 DAYS, U.N.O.

2. ALL REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60 (Fy = 60 KSI).

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.

3. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE ACI MANUAL OF

STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315). LAP WELDED WIRE FABRIC ONE FULL

MESH AT SPLICES AND WIRE TOGETHER.

4. REINFORCING STEEL COVER SHALL BE IN ACCORDANCE WITH ACI 318 U.N.O.

GENERAL NOTES CONTINUE

6. PROVIDE THE FOLLOWING MINIMUM COVER TO REINFORCEMENT UNO:

7.

A. CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER

#6 AND LARGER

#5 AND SMALLER

C. SLABS AND WALLS

D. BEAMS AND COLUMNS

DEVELOPMENT (Ld) AND LAP SPLICE (Ls) LENGTHS

2'' 1 1 /2"

3/4"

1 1/2"

FOR BARS IN TENSION SHALL BE AS FOLLOWS (UNO): FOR BARS IN COMPRESSION SHALL BE AS FOLLOWS (UNO):

BAR Ld Ls (CLASS A) Ls (CLASS B) BAR Ld Ls

#3 15" 15" 20" #3 8" 12" #4 19" 19" 25" #4 1 o" 15" #5 24" 24" 32" #5 12" 19" #6 29" 29" 38" #6 15" 23" #7 42" 42" 55" #7 17" 26"

#8 47" 47" 62" #8 19" 30'

#9 54'' 54" 71" #9 22" 34"

#10 60" 60" 78" #10 24" 38"

#11 66" 66" 86" # 11 26" 42"

FOR BARS PLACED OVER MORE THAN 12" FRESH CONCRETE MULTIPLY THE VALUES FOR TENSION W/ 1.3

B. STEEL

1. STRUCTURAL SHAPES

STRUCTURAL ANGLES CHANNELS & PLATES

STRUCTURAL STEEL TUBES

STRUCTURAL STEEL PIPES

HIGH STRENGTH BOLTS

ANCHOR BOLTS

WELDING ELECTRODES

HEADED SHEAR STUDS

THREADED RODS

EXPANSION BOLTS

ASTM A572, GRADE 50

ASTM A36, GRADE B

ASTM A500, GRADE B

ASTM A53, GRADE B

ASTM A325

ASTM A307

AWS A5.1 OR A5.5 E70XX

ASTM A108

ASTM A307

HILTI KWIK BOLT II

2. ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL

FOR BUILDINGS." FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION.

3. STRUCTURAL STEEL SHALL BE OF DOMESTIC ORIGIN, AND CONFORM TO ASTM GRADES NOTED.

4. WHERE CONNECTIONS OR REACTIONS ARE NOT INDICATED THE FABRICATOR SHALL PROVIDE CONNECTIONS

TO SUPPORT ONE-HALF THE ALLOWABLE UNIFORM LOAD CAPACITY SHOWN IN THE AISC MANUAL, 9TH EDITION TABLES OF ALLOWABLE LOAD ON BEAMS, PART 2, FOR THE GIVEN BEAM, SPAN AND GRADE OF STEEL SPECIFIED.

MINIMUM DESIGN REACTION IS 6 KIPS.

C. STEEL FLOOR DECK CONSTRUCTION:

1. ALL FLOOR SLABS UNLESS NOTED OTHERWISE SHALL BE 3" METAL, 18 GAGE GALVANIZED DECK, MINIMUM PROPERTIES I = 1.276 IN4/FT , Sp = Sn = 0.81 IN /FT. ATTACH DECK TO SUPPORTING ELEMENTS

USING 3/4" PUDDLE WELDS, PATTERN 36/4. USE 2 SIDELAP SCREWS PER SPAN.

D. STEEL ROOF DECK

1. DECK SHALL BE 1.5" 20 GA GALVANIZED INTERMEDIATE RIB DECK WITH THE FOLLOWING MINIMUM PROPERTIES:

I = 0.151 IN4/FT , Sp =0.139 IN3/FT, Sn = 0.148 IN3/FT. ATTACH DECK TO SUPPORTING ELEMENTS USING 3/4" PUDDLE WELDS, PATTERN 36/ 4. USE 2 SI DELAP SCREWS PER SPAN.MIN DIAPHRAGM CAPACITY 150 PLF.

BERNARD JOHNSON l---+-----+----+-----------1

CORPORA TION

ARCHITECTURE ·ENGINEERING. PLANNING -REV_. _ 0_AT_E.....,_B_Y_..._ ____ □_Es_c_R1_PT_1o_N ____

2401 RESEARCH BOULEVARD

ROCKVILLE ·MARYLAND· 20850

A-E FIRM USDA

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

DESIGNER PPM

V. TIHOVA P. SEBESTA

Agricultural Research Service u s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

D .___ ___ C_EN_T_E_R_W_I N_G_RE_N_O_V_AT_I_ON ___ ___.

A STRUCTURAL NOTES, LEGENDS

AND ABBREVIATIONS

CHECKED BY SAFETY & HEALTH PROJECT NO. FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

SHEET

WEERAKOON T. ROARK 07034

5601 SUNNYSIDE AVENUE S01.1

DRAWN BY REAL PROPERTY DATE BELTSVILLE, MARYLAND 20705-5125

J. DIMITROVA E. REILLY 08-19-2009 IR OF•

ChrisM.Wilson

GENERAL NOTES CONTINUE

E. MASONRY

1. CONCRETE MASONRY UNITS

MORTAR

GROUT

ASSEMBLY STRENGTH

ASTM C90 (HOLLOW), TYPE I GRADE N, NET COMPRESSIVE STRENGTH = 2000 PSI.

ASTM C270 TYPES ABOVE GRADE ASTM C270 TYPE M BELOW GRADE

ASTM C476

F'm = 1500 PSI PER ACI 530, SPECIAL INSPECTION REQUIRED.

2. PROVIDE STANDARD WEIGHT GALVANIZED HORIZONTAL JOINT REINFORCEMENT IN ALL WALLS

3. PROVIDE BOND BEAMS WITH 2-#5 HORIZONTAL REINFORCEMENT CONTINUOUS IN ALL MASONRY PARTITIONS AT 48" O.C, AT TOP AND MID HEIGHT OF WALLS.

4. PROVIDE A MINIMUM OF 24" DEEP AND 16" LENGTH OF FULLY GROUTED MASONRY BELOW BEARING ENDS OF BEAMS AND A MINIMUM OF 8" DEPTH AND 4" WIDTH CONTINUOUS LENGTH OF GROUTED

MASONRY AT DECK BEARING.

5. PROVIDE SPECIAL INSPECTION AS REQUIRED PER IBC (INTERNATIONAL BUILDING CODE.)

A. FOR MASONRY WALLS, UNLESS NOTED OTHERWISE, PROVIDE LINTELS OF LOOSE STEEL ANGLES, PRECAST

CONCRETE, OR REINFORCED CONCRETE BLOCK AS FOLLOWS:

1. STEEL ANGLES: FOR EACH 4" OF WALL:

UP TO 4' OPENING L3-1 /2"x3-1 /2"x5/16" 4' TO 6' OPENING L4"x3-1/2"x5/16" 6' TO 8' OPENING L5"x3-1/2"x5/16" 8' TO 1 O' OPENING W8x15 w/ 5/16" SUSPENDED PLATE AT EACH END.

LOOSE LINTELS (CONT'D)

2. PRECAST CONCRETE LINTELS:

UP TO 4' OPENING

4' TO 8' OPENING

3. REINFORCED CMU LINTELS:

UP TO 4' OPENING

4' TO 8' OPENING

WALL THICKNESS x 8" DEEP REINFORCED w/2-#5 WALL THICKNESS x 16" DEEP REINFORCED w/2-#5

WALL THICKNESS x 8" DEEP REINFORCED w/2-#5 UP TO 8" THICK

REINFORCED WITH 3-#5 OVER 8" THICK.

WALL THICKNESS x 16" DEEP REINFORCED w/2-#5 UP TO 8" THICK.

REINFORCED WITH 3-#5 OVER 8" THICK AND 3 STIRRUPS AT 8" O.C.

B. PROVIDE 8" MIN. BEARING AT EACH END OF REINFORCED CMU AND PRECAST CONCRETE LINTELS.

PROVIDE 6" MIN. BEARING FOR ANGLE LINTELS AND 8" BEARING FOR STEEL BEAMS.

F. WOOD

1. SAWN LUMBER - DOUGLAS-FIR #2

2. NAILS - COMMON. PROVIDE MIN NAILING PER IBC (INTERNATIONAL BUILDING CODE.)

3. WOOD CONNECTORS - SIMPSON STRONG-TIE OR APPROVED EQUAL.

GENERAL:

A. THE CONTRACTOR SHALL MEASURE ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR TO CONSTRUCTION AND THE SUBMISSION OF SHOP DRAWINGS, AND SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES. VERIFICATION AND NOTIFICATION SHALL PROCEED FOUR WEEKS PRIOR TO THE START OF WORK SO THAT

ANY NECESSARY CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT SCHEDULE.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND SHORING, AS REQUIRED, TO ENSURE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE OR PORTION THEREOF DURING CONSTRUCTION.

C. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR

CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED.

D. ALL WALLS ARE DESIGNED AS LATERALLY BRACED BY THE FLOOR SYSTEMS. CONTRACTOR SHALL ENSURE THAT WALLS ARE

ADEQUATELY BRACED DURING CONSTRUCTION,

E. TEMPORARY BRACING SHALL BE PROVIDED FOR ALL WALLS SUBJECT TO UNBALANCED BACKFILL. BRACE WALL PLUMB UNTIL

STABILIZING ELEMENT ABOVE IS IN PLACE.

F. CONTRACTOR SHALL NOT REPRODUCE ANY PORTIONS OF CONTRACT DOCUMENTS IN THE SHOP DRAWINGS.

G. ANY REQUIRED TEMPORARY SHORING SHALL BE IN CONFORMANCE WITH OSHA REGULATIONS. UNBRACED EXCAVATIONS SHALL BE

SLOPED NO GREATER THAN ( 1.5) HORIZONTAL TO ( 1) VERTICAL.

H. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN VICINITY OF FOUNDATIONS AND DETERMINE IF A CONFLICT EXISTS PROVIDE INFORMATION ON LOCATION SIZE AND ELEVATION OF UTILITIES PRIOR TO START OF WORK SO THAT ANY NECESSARY

CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT SCHEDULE.

DEMOLITION:

A. ANY OPENING LARGER THAN 6" THRU EXISTING FLOOR SLAB SHALL BE LOCATED AND MARKED BY CONTRACTOR FOR

APPROVAL BY CONTRACTING OFFICER.

B. ALL MEANS AND METHODS OF SAFETY REMOVING CONCRETE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING REQUIRED FOR DEMOLITION OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND PROCEDURES FOR THE REQUIRED TEMPORARY SHORING. THE DESIGN PROCEDURES SHALL CONFORM TO ALL GOVERNING CODES AND SAFETY REQUIREMENTS.

EARTHWORK

A. ALL FILL MATERIAL SHALL BE SELECTED ON THE BASIS OF LABORATORY COMPACTION TESTS, HAVING A PLASTICITY INDEX LESS THAN 6, AND FREE OF ORGANIC MATERIAL. FILL SHALL BE PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO

98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OBTAINED BY ASTM D-698.

B. FIELD MOISTURE CONTENTS SHALL BE MAINTAINED WITHIN 2% OF OPTIMUM DURING STRUCTURAL FILL COMPACTION.

MOISTURE CONDITIONING SHOULD BE ANTICIPATED.

DEMOLITION:

A. ANY OPENING LARGER THAN 6" THRU EXISTING FLOOR SLAB

APPROVAL BY CONTRACTING OFFICER.

B. ALL MEANS AND METHODS OF SAFETY REMOVING CONCRETE

C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING REQUIRED FOR DEMOLITION

OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

SHORING. THE DESIGN PROCEDURES SHALL CONFORM TO ALL

EARTHWORK

A. ALL FILL MATERIAL SHALL BE SELECTED ON THE BASIS OF LABORATORY COMPACTION TESTS, HAVING A PLASTICITY INDEX LESS THAN 6, AND FREE OF ORGANIC MATERIAL. FILL SHALL BE PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO

98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OBTAINED BY ASTM D-698.

B. FIELD MOISTURE CONTENTS SHALL BE MAINTAINED WITHIN 2% OF OPTIMUM DURING STRUCTURAL FILL COMPACTION.

MOISTURE CONDITIONING SHOULD BE ANTICIPATED.

BERNARD JOHNSON O--+-----+---+--------------

CoRPORA TION

REV. DATE BY DESCRIPTION

ARCHITECTURE ·ENGINEERING· PLANNING -------------------

Agricultural Research Service 2401 RESEARCH BOULEVARD

ROCKVILLE ·MARYLAND· 20850

A-E FIRM USDA

u s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

DESIGNER

V. TIHOVA

PPM

P. SEBESTA

D CENTER WING RENOVATION

.--8'ffli~iniliift'ii~--A STRUCTlJRAL NO I Cti

CHECKED BY SAFETY & HEALTH PROJECT NO. FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

SHEET

WEERAKOON T. ROARK 07034

5601 SUNNYSIDE AVENUE S01.2

DRAWN BY REAL PROPERTY DATE BELTSVILLE, MARYLAND 20705-5125

J. DIMITROVA E. REILLY 08-19-2009 Nt OF m

ChrisM.Wilson

B

A

( 5 \

S 11.5 S31.6

<.D I

N

' <.D I

N

~Q .60 Y ~:,'fU i' -1 Ol

• PHASE I (COM JLETED)

I

, PHASE I (COMPLETED)

' I PHASE VI

:r:

(_) w

~ 3

16'1-0" 16'-o"

I

15' -o"

1 '-1 J" , '---', ' I WORK TASK 1

I '\

I I

-- i----

16'-o" 0 , 16'-o"

'I PHASE 11B (COMPLETED)

L 2 1/2 x 2 1/2 x 3/8

FAN SUPPORT ANGLES (TYP

I LOCATE AS REQUIRED

I I -~ "I I I I I I .1< ~ if I I, ~ I I I I

16'-o"

I

IJ----e, ~tt~; 1/ ! ,;~ I +--lJ-++---+-. ---d+---cl-+--

-, : )rl"R"111=~~~~~!j.c_ i' i' I

~""IJ- I , - I I I 1

0 , 16'-o"

16'-o"

'\ I

I 111

I 1°1 I • -++---++- •

I I

. ~ -++------f+-Hh-++--- - -++------f+-f-+-----++- -, : - -++------f+-f-+-----++- : - -++------H-,f-+-----+l- .

I h .

0 16'-0" .

CD

I N

PHASE 11B (COMPLETED)

LEGEND

1 s:=u· NEW 8" WOOD STUD WALL BELOW

----- EXISTING WALL BELOW

J1 2x6 @ 16" O.C.

KEYED NOTES:

I

PH SE Ill

[] 2"&&D SCHEDULE 40 GALV. UTILITY PIPE GUARDRAIL. PAINT TO

15' -o"

PHASE Ill

18"x1 "I

_ 1, I • ++---++- • ++---++- • -t-,~f-----++- • ++---++- • ++---++- • -++----t+-1-:+-------,""-

--,, __ , --t,j;j---Jlj-- --j,fil-----i;l,1-- ~= , p --1-.s1~--t..i-- --j,fil-----i;l,1-- I , MATCH FLASHING. PHASE 3 WORK SHALL INCLUDE PHASE 2 ROOF AREAS.

~v")i;,~•• ;;;=1;==1+, T--9-1--~,t--t-'1-+--"it::'-~vr--'tt-t--.tti-+--'it- I -r---,--,_-, ( .'jl \ I Oce=j,j-+--1-tt- • -++---+;-+__ I+' 0 01,,_ ' ~ 71 \{.

7"~ 11 • ~ T , -~~ -, , a • -++--rz::~:++-~ I

~ A, ,;:;

L 11111 ~ 12 ;: ', -~

' U")

I' ,,,_

CD

I N

E i 1 \ ~<--+t---±+- 0 l 8 ") " I L 4+---+-H

L ~ x:: s"x11 "

."':li==-"':.0::- -++-_+_+1-++-•-++---++-•--++---+tt-:+---------"c m,, '0 8"x1 " I I

,I

I I

• -,--,I ltt,---~=:t • ~,,_?:t, · fa/

11111 •

1117 I 7 I 7 I , --~ iiiiiiiiiiii--:r:iiii'l~ ~~~I iiiiiiiiiiiiiliiiiiiiiiiiiiiili;;;;;;iiiiiiiii.iiiiiiiiii;;;;.iiiiiiiii;;;;;;;;;;;;;;iiiiiiiiiiiiiiiiiiii~Lj j

, I u ~ PHASE VI \I

I N

'..st-

N

CD

I

N

' <.D I

N

C

B lz::] DUCTLESS HP CONDENSER UNIT.

Ill NOT USED

II] NOT USED

~ NOT USED

[§] NOT USED

Ill NOT USED

[BJ NOT USED

I[] NOT USED

[j] NOT USED

II] OPENING INFILL (TYP).

THE EXISTING CONDITONS SHOWN ON THE DRAWINGS ARE BASED

ON RECORD DRAWINGS AND LIMITED FIELD VERIFICATION. IT

IS THE RESPONSIBLILITY OF THE CONTRACTOR TO ASSURE THAT

SURFACE AND SUBSURFACE AREAS DISTURBED BY DEMOLITION

ARE RETURNED TO, OR FURTHER REFINED TO, AN APPROPRIATE

CONDITION THAT WILL ALLOW FOR COMPLETE INSTALLATION OF

ALL NEW SYSTEMS TO A FULL OPERATION LEVEL AND ALLOW

FOR NEW FINISHES TO MEET FINAL DESIGN CONDITIONS.

15'-o"

16'-o"

16'-o" G

,, PHASE IV

' \ 4 •

16'-o" 0 , 16'-o" .

PHASE V

, 16'-o"

16'-o"

:r: (_) w f- :z ::;;: __J

5"¢ STD STEEL PIPE TO S PPORT VERTICLE r lEXHAUST DUCT COORDINAT WITH MECHANICAL 16'1-0"

I r 8"x 1 "I r 8' x1 .. 1

A1III

r3t \ ,11.4 '. 1.1 ... /

··•111 lccc TAIi , /c,1 -

! J r I

• -+t-t----,----+r- •

I 111

I I I I

! J ! J !J l J IJ

I L s"x1 .. 1 r 8"x1 .. 1 r-- I 8"x1 " r

-, . r. . - -++------f+-f-+-----++- ~ - -++------f+ll--+-----++- - -++------H-,f-+-----+l- : - -++------H-,f-+-----+l- . r. .

, I PHASE IV

GENERAL NOTES:

1. EXSISTING ROOF FRAMING IS

6X8 WOODEN RAFTERS @ 4'-0" O.C. @ LOW ROOF

6X10 WOODEN RAFTERS @ 4'-0" O.C. @ HIGH ROOF

2. NEW ROOF SH EATING IS 1 /2" APA RATED

CDX PLYWOOD SPAN RATING 24/0, NAILED

W/ 8d COMMON NAILS 6" O.C. AT PANNEL

EDGES, 12" O,C. AT INTERMEDIATE SUPPORTS

:r: I , I PHASE V (_) w

7'

0 4' 16' 24'

NORTH WING ~-- I I_I I

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

DA

SOUTH WING a ~ i:-----,___J ~

KEY PLAN

<( __J

N

CB

PLAN NORTH

BERNARD JOHNSON 1----+-----+---+-------------

CoRPORA TION

REV. DATE BY DESCRIPTION

ARCHITECTURE ·ENGINEERING· PLANNING-------------------

2401 RESEARCH BOULEVARD

ROCKVILLE ·MARYLAND· 20850

u Agricultural Research Service

A-E FIRM USDA

s NATIONAL CENTER FOR

AGRICULTURAL UTILIZATION RESEARCH

PROJECT MANAGER EPM

B. LINDEN S. HOLMES

D _______ C_E_NT_E_R_W_I N_G_RE_N_O_V_AT_I_O_N __ ___,

DESIGNER

V. TIHOVA

PPM

P. SEBESTA

A ROOF PLAN

CHECKED BY SAFETY & HEALTH PROJECT NO.

WEERAKOON T. ROARK 07034

DRAWN BY REAL PROPER1Y DATE

C. IVANCHEV E. REILLY 08 19 2009

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MARYLAND 20705-5125

SHEET

S11.5

- OF 211

ChrisM.Wilson Polygon

ChrisM.Wilson Polygon

ChrisM.Wilson c-------------,1---,------ DEMOLISH PART OF THE

EXISTING BEAM AS REQUIRED

S31.2 S31.2

C8x11.5 L__ ____ C8x11.5

L__ _____ W10x22

OC)

I N

OC)

I

~--MASONRY WALL

TO BE REMOVED

~-DEMOLISH THIS PART

OF THE BEAM

~-#3 STIRRUPS

'i.----½~L.'c!,:t.!.·~_,-,;----2#6 & 2 □ 1" 1 '-4" _'_2__.Jt._:::c=:::::;j,--EXISTING L6x4x3/8

CONT W/ 1/2"¢

BOLTS @2'-0"

TO BE REMOVED

(,Q,-'-T---'-r--'--~-E:---'-~--=; ~-.9=---0.=,_1'-,-'~~0 ,--'--, P--'--A-'-'--R-'-'T'-"I A----'=-L-----'-P-=L=---A"---'N

S11.2 S11.3 sC.2&2 Ss~A~E;

192~ = 1 • -o"

S05.3 S05.4

_!.:_J.

CONSTRUCTION JOINT

2'-6" J I

,1,----TS PER PLAN

3" 7 ~ #4 DOWELS

"'@ 12 O.C.

DECK PER PLAN. CUT AS

REQUIRED FOR COLUMN

BASE PENETRATION

I I I I

I I I I I c--.----------·· • • - "41---++--L3x3x1/4 W/ 1/20x3" STUDS

DECK PER PLAN

@ 12" O.C.

1 '-0"

4x6 CONTINUOUS RIM JOIST

W PER PLAN

2L 4X4X1/4 W/ (2) 3/40

A325N BOLTS

3 16

2x6 BLOCKING, TOENAIL w/6d AT 8" TO TOP PLATE

ROOF SHEATHING PER PLAN

ROOF JOIST PER PLAN, TOENAIL w/ 2 1 Od TO TOP PLATE

CONTINUOUS DOUBLE 2x8 TOP PLATE

2x8 STUDS AT 16" OC, FACE NAIL w/ 2 1 Od TO TOP PLATE

15/32 COX PLYWOOD, 1 Od AT 6" EDGE NAILING, 1 Od AT 1 O" FIELD NAILING, BLOCK ALL EDGES

4" BRICK VENEER

CONN

1 Od@6" -------

PLYWOOD PER PLAN

EXISTING 2 1 /2"DECKING

EXISTING 6x10 RAFTER

4x12-~

-- JOIST HANGER W/16d NAILS

1 '-0"

6 1/2"

II I II

~-'-----olf---~~

' SEE 5/S31.5 AND 6/S31.5

FOR INFO NOT SHOWN

1 '-o"

12"x12"x1 /2" EMBED ED PLATE W/ (4) 3/4 0 x 5" LONG

HEADED STUDS

;----~-C8x11.5 CONT w/1/2"¢ EXP BOLTS w/2 1 /2" MIN

---- EMBED @ 12'' MAX (TYP)

EXIST CONC

BRICK VENEEER

RE: ARCHITECTURAL

EXIST 2 1 /2" DECKING ~.

EXIST 6x8 RAFTER 1 2_1v

CUT AS REQUIRED ~ : ~

RAFTER SUPPORTS _ _,

4X4 POST ___ _,,,

1…