Attachment 7 - Drawing A402 Building Sections 21JUN2007.pdf

Drawing No.:

Drawing Title:

Date:

Issues:

F5W51104

A

B

C

D

1 2 3 4 5

1 2 3 4 5

Jacobs Project No.:

Designed By:

Drawn By:

Checked By:

Project No:

02-21-03

EPM:

RPM:

Safety & Health:

Real Property:

JFI

FINAL TURNOVER

B. Runser

C. Joyner

DR. McMurty

06-21-07 FINAL RECORD DRAWING

FACILITIES INC.

R

1100 NORTH GLEBE ROAD, SUITE 500, ARLINGTON, VIRGINIA 22201

JUNE 6, 2007

USDA-ARS

C. Harris Proj. Manager:

D e s ig n o f A

N e w

P o u lt ry F a c il it y

B e lt s v il le

A g ri c u lt u ra l

R e s e a rc h C e n te r

US

DA

AR

S

JACOBS

A402

BUILDING SECTIONS

A402

A1

A401

SCALE 1:20

WALL SECTION

METAL TRUSS ANCHORS

GALVANIZED METAL

CLOSURE PANEL W/

METAL BLOCKING AS

REQUIRED

METAL TRUSS

TOP OF SLAB

203 TH REINFORCED CMU WALL

CONCRETE FOOTING

A402

A2

A401

SCALE 1:20

WALL SECTION

A402

A3

A401

SCALE 1:20

WALL SECTION

GRAVITY DAMPER

A F

F

CONC. APRON

A402

C1

A202

SCALE 1:20

WALL SECTION AT ENTRANCE

CONTINUOUS

BOND BEAM

METAL SADDLE

12 4

GENERAL NOTES:

B O

T T

O M

O F

B O

N D

B E

A M

TYP. HOLLOW METAL

DOOR AND FRAME

TYP. ROOF ASSEMBLY

COOLING PAD TYP.

REFER TO MECHANICAL

REINFORCED/INSULATED CMU

DELETE INSULATION WHERE CELLS

FILLED SOLID FOR REINFORCING.

TYP. GRADE

REFER TO CIVIL

TYP. CONC. APRON

REFER TO CIVIL

PAVING

REFER TO CIVIL

TYP. CONC. SLAB ON GRADE

CONTINUOUS BOND BEAM TYP.

SUSPENDED CEILING

SEE FINISH SCHEDULE

CONCRETE FOOTING -

REFER TO STRUCTURAL

52 TH RIGID INSULATION - EXTEND TO TOP OF

CONC. FOOTING AND MINIMUM 610 HORIZONTALLY

BOTTOM OF LINTEL @ ROLL-UP DOOR

PRE FINISHED

METAL DOWNSPOUT

BEYOND

A402

C2

A201

SCALE 1:20

BOLLARD SECTION

203 203 BITUMINOUS PAVING

CONCRETE FOUNDATION

A402

D2

A201

SCALE 1:10

SEALANT AND BACKER ROD

EACH SIDE10

PREFORMED CONTROL

JOINT GASKET

CONCRETE SASH BLOCK

H/2

H

NOTES:

1. CONTRACTOR TO SUBMIT FOR APPROVAL A SET OF CMU CONTROL

JOINT LOCATION LAYOUT PLANS.

2.

3.

A402

C6

A402 N.T.S.

CONTROL JOINT LOCATIONS, TYP

T Y

P

A402

C3

A202

SCALE 1:20

SCREEN WALL SECTION

CONC. FOOTING

CONTINUOUS SEALANT

EACH SIDE

CONTINUOUS FLASHING

CONTINUOUS SEALANT

EACH SIDE

CONTINUOUS SEALANT

WITH JOINT FILLER

SLOPE

A402

A4

A202

SCALE 1:20

WALL SECTION

CONCRETE SPLASH BLOCK - TYP

CONCRETE FOOTING - REFER TO

STRUCTURAL DWGS.

TYP REINFORCED CMU

WITH EPS - DELETE EPS

INSERTS AT

REINFORCED CELLS

305 TYP

FINISH CEILING

AS SCHEDULED

TYP CMU LINTEL

TYP CONTROL JOINT DETAIL

FINISH GRADE VARIES -

REFER TO CIVIL DWGS

102 TH PRECAST CONC. CAP

W/DOWELS ANCHORED

@ 609 OC TO CMU WALL

R-19 INSULATION - TYP

THRU WALL FLASHING - TYP.

ABOVE STEM WALL WITH

WEEPS AT 813 O.C.

ASPHALT/ FIBERGLASS SHINGLES

ON 30LB ROOFING FELT ON 16 CDX

PLYWOOD ON METAL DECK ON

PRE-FAB METAL TRUSSES - TYP.

ROOF ASSEMBLY

CONTINUOUS CMU BOND BEAM

AT TOP COURSE

PREFINISHED METAL

GUTTER AND

DOWN SPOUT - TYP.

CONTINUOUS SEALANT

ALL AROUND

TOP MASONRY

TOP MASONRY

CIRCULATION FAN

HEATER BEYOND

SHEET METAL

BOOT

LIGHT TRAP

A402

D3

A402

SCALE 1:10

EXHAUST FAN CURB DETAIL

A402

D4

A402

SCALE 1:10

EQUIPMENT CURB

BY MANUFACTURER

METAL COUNTER FLASHING

M

IN

REFER TO MECHANICAL

DWGS FOR EQUIPMENT

VENT DETAIL

SEAL WITH SEALANT WATERTIGHT

CLAMP

VENT PIPE

FASTENERS

TYP. ROOF STRUCTURE

PIPE BOOT

SEAL WITH SEALANT WATERTIGHT

PREFINISHED METAL

GUTTER AND DOWNSPOUT

FACE OF EXTERIOR

WALL BEOYND

203 CMU - REFER

TO STRUCTURAL DWGS.

FOR DETAILS

CONTROL JOINT

AT CORNERS, TYP

( H=HEIGHT OF

MAS. WALLS)

EXTERIOR CMU WALL CONTROL JOINTS

BASED ON THESE CMU CONTROL JOINT LOCATION REQUIREMENTS

PRIOR TO CMU INSTALLATION.

4. SEE DETAIL D2/A402 THIS SHEET FOR TYP CONTROL JOINT DETAIL.

MASONRY CONTROL JOINT MAXIMUM SPACING 7 620.

TRUSS BEARING

CONTINUOUS SEALANT

EXHAUST FAN

AND ENCLOSURE -

REFER MECHANICAL

CONTINUOUS

BOND BEAM

TYP LINTEL

ELEV. 45 000

51 TH RIGID PERIMETER

INSULATION - EXTEND 610

HORIZONTAL AND DOWN TO

FOOTING - TYP

305 PRE FINISHED METAL DOWNSPOUT

BEYOND TYP.

PRE FINISHED

METAL GUTTER

WITH DOWNSPOUTS

R-19 INSULATION - TYP

REINFORCED CONC. SLAB

ON 6 MIL POLY ON GRAVEL

- TYP. CONC. SLAB ON GRADE

CONTROL JOINT AT WALL

INTERSECTIONS AND OFFSETS - TYP

PROVIDE METAL GUTTER SUPPORTS

AT 915 O.C.

THROUGH WALL FLASHING

WITH WEEPS AT 813 O.C.

TYP. LINTEL

ANODIZED ALUMINIUM

INSULATED GLASS -

FIXED WINDOW

A402

C4

A202

SCALE 1:20

A402

C5

A202

SCALE 1:20

ELEVATION DETAIL

AT DUCT PENETRATION

SECTION DETAIL

AT DUCT PENETRATION

BOND BEAM

CONTINUOUS FLASHING

CONTINUOUS SEALANT

EACH SIDE

DUCT- REFER TO

MECHANICAL DWGS

FOR SIZE

MIN.

CONTINUOUS SEALANT

SIZE OPENING

FOR HVAC DUCT

AT 48 251

PRESSURE TREATED

WOOD BLOCKING

EACH SIDE

BEARING 48 251 AFF

BEARING 48 251 AFF

M

IN

CONTINUOUS SEALANT

OVER 13TH

PREMOLDED JOINT

FILLER - TYP

C

O U

R S

E S

C

O U

R S

E S

C

O U

R S

E S

BOND BEAM TYP AT

COOLING PAD LOCATIONS -

REFER TO STRUCTURAL

SHEET METAL

BAROMETRIC

DAMPER

48 148 AFF

TOP CMU AT

INTER. PARTIT.

CONTINUOUS SEALANT

WITH 13 PREMOLDED

JOINT FILLER

CONTROL JOINT AT BOTH SIDES

OF OPENING OVER 1 830 WIDE, TYP

CONTROL JOINT AT ONE SIDE OF

OPENINGS LESS THAN 1 830 WIDE, TYP

CMU BOND BEAM

LINTEL GROUT CMU

SOLID AT JAMBS

B5

A202

A402

D5

A402

SCALE 1:10

RIDGE VENT DETAIL

STEEL ANCHOR PLATE -

REFER TO STRUCT

REFERENCE EL.

45 000

CONTINUOUS SEALANT AND

13 PREMOLDED JOINT

FILLER - TYP AT CONC APPRON

TYP CONC APRON

A402

REINFORCED

CMU BOND BEAM

LINTEL

CONTINUOUS

SEALANT

CORRIDORBIRD ROOM

C S

E S

C

S E

S

�C S

E S

TOP OF CONC.

STEM WALL

C

G E

S C

G E

S C

G E

S

BITUMINDUS

PAVING

LINE OF CONCRETE

PAD FOR FEED BINS

BEY - REFER TO CIVIL

PROVIDE AT 203 CMU EXTERIOR WALL PREFORMED

EXTRUDED POLYSTYRENE INSULATION INSERTS. DELETE INSULATION

WHERE CELLS ARE FILLED SOLID FOR REINFORCING - TYP

203 H X 254 W CONC.

CURB TYP. AT

PERIMETER

254 TH CONCRETE STEM WALL

DOWNSPOUT DOWN TO

BOOT TO BELOW GRADE

STORM PIPING

METAL FURRING

AT 610 O.C.

TYP. ASPHALT/ FIBERGALSS ROOFING

ASPHALT/ FIBERGLASS SHINGLES

ON 30LB ROOFING FELT ON 16

CDX PLYWOOD ON METAL DECK -

TYP. ROOF ASSEMBLYPRE FINISHED METAL GUTTER

CONC. SLAB ON VAPOR

BARRIER TURN DOWN

TO CONC. FOOTING

- REFER TO STRUCTURAL

CONTINOUS SEALANT

OVER 13 TH

PREMOLDED JOINT

FILLER - TYP

CONC. SPLASH BLOCK BEYOND -

TYP. AT EXTERIOR AREAS

5/4" X 12" PTD WOOD

FASCIA, TYP.

15O DIAMETER

PAINTED

STEEL PIPE

FILLED WITH

CONCRETE

1.

METAL RIDGE

VENT CAP

LIGHT GAGE METAL

ROOF TRUSSES

METAL ROOF DECK

30# ASPHALT ROOFING FELT

FOAM AND METAL CLOSURE,

SEAL TOP AND BOTTOM

W/CONT MASTIC

RIDGE VENT 6-PLY

CORRUGATED

POLYETHYLENE VENTS.

1 220 LENGTH, TYP

RIDGE VENT BAFFLE

16 TH EXTERIOR GRADE

PLYWOOD SHEATHING

LIGHT TRAP

REFER MECH

PRECAST CONCRETE SILL

W/ ANCHOR BOLTS

TOP OF SILL

AFF

PREFINISHED ROLL UP

COILING DOOR -

CONTRACTOR PROVIDE

ADEQUATE SUPPORT AT

BOND BEAM

STEEL ANGLE BEYOND BOLT

TO CMU WALL - TYP AT JAMB

C5

A402 A402

C3

A802A402

THROUTH WALL FLASHING

WITH WEEPS AT 610 O.C.

NOTE; FASTEN EQUIPMENT CURBS THROUGH

PLYWOOD INTO METAL DECK

CONTINUOUS SEALANT

EACH SIDE

M .O

CONTINUOUS SEALANT

TYP.

M .O

M .O

M .O

EXTEND FLASHING MIN. 101

AT SIDE AND BOTTOM

OVER ROOFING

EXTEND FLASHING MIN. 101

AT BELOW ROOFING

EXTEND FLASHING MIN. 101

AT BELOW ROOFING

EXTEND FLASHING MIN. 101

AT SIDE AND BOTTOM

OVER ROOFING

METAL ROOFING SYSTEM

PREFINISHED METAL

DRIP EDGE - TYP.

PREFINISHED PERFORATED METAL SOFFIT

PREFINISHED

METAL DRIP EDGE

- TYP.

WOOD FASCIA - ALUM CLAD

ALUM. CLAD

5/4" X 12"

WOOD FASCIA, TYP

PREFINISHED

PERFORATED METAL

SOFFIT- TYP.

PREFINISHED METAL

DRIP EDGE - TYP.

CONTINUOUS SEALANT EACH SIDE - TYP.

G. Lindberg

C. Rhee

G. Lindberg