Attachment 3 - Drawing A401 Building And Wall Sections 21JUN2007.pdf
PDF 419 KB Posted
- Attached to
- Building 229 Roofing System Replacement Federal contract opportunity
- Solicitation number
- 12305B23R0022
About this file
This document contains construction drawings for a new poultry facility. The drawings show building wall sections, roof details, cage layouts, and structural details. Key elements include reinforced concrete masonry exterior walls filled with expanded polystyrene insulation, prefabricated metal roof trusses, suspended ceilings, fiberglass shingle roofing, concrete slabs on vapor barrier and gravel, and cage groupings supported by steel straps and trusses. The related federal contract opportunity is solicitation number 12305B23R0022 for replacement of the roofing system on Building 229 at the USDA Agricultural Research Service Field Research Implementation and Information Delivery Northeast Area.
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Text version
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
6 5 4
FE
A1
SCALE 1:50
METAL RIDGE VENT
CONC. STEM WALL
CONT. BOND BEAM
CONT. METAL GUTTER
WITH DOWNSPOUTS
EVAPORATIVE
COOLING PAD
PLENUMSHEET METAL
PLENUM
ENCLOSURE DAMPER
LIGHT TRAP
EXHAUST FANS
LIGHT TRAP
UNIT HEATER
CIRCULATION FAN
A401 A202
EL. 45 000
TOP OF CONCRETE
EL. 48 251
TRUSS BRG
METAL RIDGE VENT
GRAVITY
DAMPERS
CONT. METAL GUTTER
WITH DOWNSPOUTS
CONT. BOND BEAM
B1
SCALE 1:50
A401 A201
CONT. CONC. SPREAD
FOOTING
A401
CROSS SECTION THROUGH SERVICE AREA
TYPICAL CROSS SECTION THROUGH BREEDER/GROW-OUT WINGS
GENERAL NOTES:
A3
A401 A402
A401
A2
A203
A3
A203 A401
METAL ROOF TRUSS
R19 BATT
INSULATION
METAL CLOSURE PANEL
CAP BAR
WALL SECTION AT TYP. EAVE ROOF DETAIL AT RAKE
SCALE 1:10 SCALE 1:10
TOP OF EAVE
EL. 45 000
TOP OF CONCRETE
EL. 48 251
TRUSS BRG
TOP OF EAVE
A401 A402
A3
A401 A402
A2
L M N P
STORAGE / DELIVERY BREAK ROOMCORRIDOR
TYP 203 TH CMU EXTERIOR WALL - FILLED WITH EPS INSULATION INSERTS1.
TYP. ROOF ASSEMBLY
SUSPENDED CEILING
- CLG HT. 3100
FRP SUSPENDED CEILING
CONTINUOUS SEALANT
CONTINUOUS BOND BEAM
B2
SCALE 1:50
A401 A201
C2
SCALE 1:50
A401 A201
1 880
CAGE 25LB EA, HEN 25LB TOTAL 50LB EA
12 ROWS X 8 COL. = 96 CAGES
CAGE SECTION
CAGE PLAN
E Q
E Q
EQ 991 991 EQ 991 991 EQ 991 991 EQ 991 991 EQ
1 066 EQ 1066 EQ 1066 EQ 1066 1880
FINISH CEILING
FINISH FLOOR
GROW OUT / BREEDER ROOM
R19 CONTINUOUS
BATT INSULATION
TYP. REINFORCED/
INSULATED CMU
TYP. ROOF ASSEMBLY ON
PREFABRICATED METAL TRUSSES
TYP CONC. SLAB WITH W.W.F
ON 6 MIL POLY ON GRAVEL
TYP CONC. SLAB WITH W.W.F
ON 6 MIL POLY ON GRAVEL
TYP PERIMETER
INSULATION
THRU WALL FLASHING
WITH WEEP SLOTS AT
813 O.C. - TYP
STEEL PLATE AT
TRUSS BEARING
FACE OF MASONRY
BELOW
TYP. ROOF ASSEMBLY
EXTEND PLYWOOD OVER
METAL DECK OVER STEEL
OUTRIGGERS AT 1220 O.C.
NON-BEARING
INTERIOR PARTITIONS
TOP OF EAVE
EL. 48 505
NOTE;
REFER TO STRUCTURAL DWGS FOR
ADDITIONAL DETAILS AND BOND BEAM LOCATIONS
150 WIDE X 127 DEEP
CONTINUOUS METAL
GUTTER - TYP NAIL
GUTTER STRAP
TO PLYWOOD
EL. 48 505
EL. 51 807
48 505
TOP CHORD
METAL TRUSS
PRESSURE TO
WOOD SHIM
AS REQ.
SPACE STEEL TRUSSES DIRECTLY OVER STEEL
STRAPS SUPPORTING STEEL CAGES AND
AT MAXIMUM 1220 OC. BETWEEN CAGES
25 WIDE STEEL
STRAP - TYP.
AT CAGE
REINFORCED 203
CMU EXTERIOR WALL - FILLED
WITH EPS INSULATION
CIRCULATION
FAN - REFER
MECH FOR
LOCATIONS
UNIT HEATER- REFER
MECH FOR LOCATIONS
TRENCH DRAIN WITH COVER
REFER PLUMBING
UNREINFORCED
203 CMU WALL
REINFORCED 203 CMU
EXTERIOR WALL - FILLED
WITH INSULATION
TYP FLASHING
AND WEEPS
METAL ROOF TRUSS
NOTE: CONTRACTOR
PROVIDE STEEL STRAPS FOR CAGES
CAGES WILL BE GOVERNMENT FURNISHED
TYP TRUSSES ABOVE
M
IN
C
L E
A R
D5
A402 A402
TOP OF MASONRY
48 251
PAD BEY AT
FEED BINS - TYP
FRP. PANELS SUSPENDED CEILING
- CLG HT. 3100 AFF
REINFORCED 203
CMU EXTERIOR WALL - FILLED
WITH EPS INSULATION
ASPHALT/ FIBERGLASS SHINGLES
ON 30# ROOFING FELT ON 16 CDX
PLYWOOD ON METAL DECK - TYP.
ROOF ASSEMBLY
CONTINUOUS CONC.
SPREAD FOOTING-REFER TO STRUC.. DWGS
EL. 6 807
TOP OF ROOF RIDGE
TOP OF ROOF RIDGE
METAL DRIP EDGE
CONTINUOUS SEALANT
5/4" X 12" PTD.
WOOD FASCIA, TYP.
CONTINUOUS SEALANT
EACH SIDE
CONTINUOUS
RUNNER.
METAL DRIP
EDGE
R19 BATT INSULATION
TYP. ABOVE CEILING
14 GAGE METAL STUD KICKER
AT CAGE CORNERS, TYP 8 EA
CAGE GROUPING / CONNECT TO
STEEL STRAP AND TRUSS
BOT CHORD ABOVE
WITH 3 SCREWS MIN
PER CONN @ EA END
TYP LT GUAGE TRUSS
CONTINUOUS PERFORATED
METAL SOFFIT
ON METAL HATCH
TYP EXTERIOR CMU WALL
CONTINUOUS PERFORATED
METAL SOFFIT ON METAL HATCH
FINISH CEILING
76x76x6 CONTINUOUS
STEEL ANGLE
TYP. AT 914 O.C.
25 DIAMETER HOLES THRU CEILING PANEL
ABOVE (IN CONTRACT) TYP.
D4
SCALE 1:10
A401 A401
SMOKE PARTITION
DIVISION BAR FRP
D3
A401 A401
SNOW GUARD
NTS
TOP OF GUTTER
FIRE PROOF
SEALANT-TYP.
FILL VOIDS WITH
FIRE SAFING
INSULATION
CONTINUOUS
SEALANT
D1
A401 A401
RAKE DETAI
NTS
D2
A401 A401
RAKE DETAI
NTS
A401 A401
D1
A401 A401
D2
ANODIZED ALUM.
CLADDING OVER
5/4" X 12" PTD. WOOD
FASCIA, TYP.
ANODIZED ALUM.
CLADDING OVER
5/4" X 12" PTD. WOOD
FASCIA, TYP.
20 203
CONTINUOUS
SEALANT
CONTINUOUS
SEALANT
SNOW GUARD
3 ROW PATTERN
1.7 PER FOOT
OF EAVE
16 GWB ON
93 METAL STUD
PAINTED GALVANIZED
METAL SCREEN
3TH x 25w PAINTED
GALVANIZED
METAL STRAP AT 915 OC.
TYP. AT GUTTER
METAL DRIP EDGE - TYP.
G. Lindberg
G. Lindberg
J. Bridges
BUILDING AND WALL
SECTIONS
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