A02 - Apendix A SLAPS COMPOND.pdf
PDF 675 KB Posted
- Attached to
- FUSRAP SITE / JANITORIAL SUPPORT Federal contract opportunity
- Solicitation number
- W912P920R0061
About this file
This document includes an appendix and federal contract opportunity related to general site support services for two modular project offices and a modular laboratory building at a Corps of Engineers FUSRAP St. Louis Airport Project Sites compound. The appendix provides details on building layouts, HVAC equipment, doors and windows, fire ratings, and draftstopping and penetration requirements.
The federal contract opportunity solicitation requests proposals for furnishing all necessary labor, equipment, materials and supplies to satisfactorily perform general maintenance and janitorial services at the three buildings. Required services include minor building construction repairs, general servicing, cleaning services, and maintaining the buildings in a sanitary condition. The contractor must provide 2.5 full-time equivalents, including two full-time carpenter maintenance personnel for site support and a part-time janitorial employee. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District St. Louis for the FUSRAP Site/Janitorial Support contract.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation.pdf | ||
| A02 - Bid Schedule.docx | DOCX document |
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Text version
APPENDIX A
N b3cocvlj Text Box Mod Building 110 James S. McDonnell Blvd. Hazelwood, MO
A
G
B
C
D
E
F
DRAFTSTOP LOCATION
3 TON BARD
T36S1DB09VPXXXE HEAT
PUMP w/ 9 KW AUX. HEAT
STRIPS, 1100 CFM @ .3 IWC
ESP, 208v,3 Ø EQUIPPED w/
COMMERCIAL VENTILATOR
FRESH AIR INTAKE (TYPICAL)
8"X16" OVERHEAD
GALVANIZED STEEL
RETURN DUCT w/ 24"X24"
RETURN GRILLS, STUBBED
INTO PLENUM LINED with
1/2" GYPSUM. (TYPICAL)
30"x48" 30"x48"
60" Ø"
60" Ø"
1 1
B
T2
B
T2
B
T2
B
T2
B
T2
B
T2
C
T3
B
T2
B
T2
B
T3
B
T3
B
T3
B
T2
B
T2
B
T2
ICE
MAKER
1 72x80
DOOR SCHEDULE
# DESCRIPTION QTYSIZE HARDWARE
36x80 1
CLOSER & PANIC
HARDWARE, EXT LEVER
PRIVACY LEVER SET
2 72x80 1 CLOSER & PANIC
HARDWARE, EXT LEVER
36x80 3
PASSAGE LEVER SET
48x80 1 PASSAGE LEVER SET
SOLID CORE IMPERIAL OAK - 45 MIN RATED
w/ REDIFRAME
SOLID CORE IMPERIAL OAK - 20 MIN RATED
w/ REDIFRAME
18 GA INSULATED STEEL W/ 6X30 VIEW
BLOCK W/ STEEL FRAME & MULLION
18 GA INSULATED STEEL W/ 22X30 VIEW BLOCK
W/ STEEL FRAME & MULLION
SOLID CORE IMPERIAL OAK - 20 MIN RATED -
22X30 WIRE GLASS VIEW BLOCK w/ REDIFRAME
36x80 9 PASSAGE LEVER SETSOLID CORE IMPERIAL OAK - 20 MIN RATED - 22X30 WIRE GLASS VIEW BLOCK w/ REDIFRAME
36x80 1 CLOSER & PANIC
HARDWARE, EXT LEVER
18 GA INSULATED STEEL W/ 6X30 VIEW
BLOCK W/ STEEL FRAME & MULLION
1 48x24
WINDOW SCHEDULE
# DESCRIPTION QTYSIZE
4HORIZONTAL SLIDER METAL FRAME / CLEAR LOW-E INSULATED 56" AFF
W/ 1" VINYL BLINDS
36x80 2 PASSAGE LEVER SETHOLLOW CORE STEEL DOOR - 20 MIN RATED -
22X30 WIRE GLASS VIEW BLOCK w/ REDIFRAME
36x80 26 KEYED LEVER SETSOLID CORE IMPERIAL OAK w/
REDIFRAME
& CLOSER
& CLOSER
& CLOSER
36x80 410 PASSAGE LEVER SETSOLID CORE IMPERIAL OAK w/ REDIFRAME
1 HOUR FIRE RATED WALL
& CLOSER
& CLOSER
DRAFTSTOPPING NOTES:
1. SEE FLOOR PLAN FOR REQUIRED DRAFTSTOPPING LOCATIONS
2. DRAFTSTOPPING SHALL EXTEND CONTINUOUSLY FOR THE FULL
LENGTH OF MATELINES AND TRUSSES WHERE INDICATED
3. DRAFTSTOPPING SHALL EXTEND CONTINUOUSLY FULL HEIGHT FROM
ROOF SHEATHING TO FINISH CEILING MATERIAL.
4. DRAFTSTOPPING MATERIAL SHALL BE MINIMUM 12 INCH GYPSUM
BOARD, 3/8 INCH PLYWOOD OR 7
16 INCH OSB.
5. ALL DRAFTSTOPPING EDGES SHALL BE TIGHTLY FIT, INCLUDING THE
ANNULAR SPACE AROUND MECHANICAL AND ELECTRICAL
PENETRATIONS, SO AS TO PREVENT THE PASSAGE OF AIR.
PENETRATION OF FIRE RESISTANT WALLS AND CEILINGS:
1. COMBUSTIBLE CABLES AND WIRES, COMBUSTIBLE PIPES, TUBES AND
CONDUIT SHALL MEET TESTING REQUIREMENTS OF ASTM E119 AS PART OF
THE FIRE RESISTANT ASSEMBLY OR SHALL HAVE THROUGH-PENETRATION
FIRESTOP SYSTEMS LISTED AND TESTED AS PER ASTM EB14 AND BE TESTED
AT A POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE EXPOSED AND
UNEXPOSED SURFACES OF NOT LESS THAN 0.01 INCH OF WATER AND HAVE
AN 'F' RATING OF AT LEAST 1 HOUR BUT NOT LESS THAN THE RATING OF THE
ASSEMBLY.
2. CABLES AND WIRE WITHOUT COMBUSTIBLE INSULATIONS AND
NON-COMBUSTIBLE PIPES, TUBES AND CONDUITS SHALL BE PROTECTED AS
DESCRIBED ABOVE OR SHALL HAVE THE ANNULAR SPACE FILLED WITH A
MATERIAL MEETING THE REQUIREMENT OF ASTM E119 TESTED UNDER A
POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER FOR A TIME
PERIOD EQUIVALENT TO THE RATING OF THE ASSEMBLY.
3. ELECTRICAL BOXES SHALL BE METAL OR LISTED FOR USE IN FIRE RESISTANT
ASSEMBLIES AND SHALL NOT EXCEED 16 SQUARE INCHES. BOXES ON
OPPOSITE SIDES OF FIRE RESISTANT WALLS SHALL BE SEPARATED BY A
MINIMUM HORIZONTAL DISTANCE OF 24 INCHES.
4. DUCTS PENETRATING FIRE RESISTANT CEILINGS SHALL HAVE AN
ACCESSIBLE LISTED FIRE DAMPER LOCATED AT THE CEILING LINE.
5. ALL FIRE RATED DOORS SHALL HAVE LISTED DOOR, FRAME AND HARDWARE
NO LESS THAN THE TIME RATING SPECIFIED ON THE FLOOR PLAN. IN
ADDITION FIRE RATED DOORS SHALL BE EQUIPPED WITH SELF CLOSING
DEVICES UNLESS OTHERWISE NOTED.
6. ALL DUCT PENETRATIONS OF 1 HOUR RATED CORRIDORS MUST BE EQUIPPED
WITH COMBINATION SMOKE AND FIRE DAMPERS. EXCEPTION: SMOKE
DAMPERS ARE NOT REQUIRED IN CORRIDOR PENETRATION WHERE THE
DUCT IS CONSTRUCTED OF STEEL NOT LESS THAN 0.019 INCH IN THICKNESS
AND THERE ARE NO OPENINGS SERVING THE CORRIDOR.
7. WOOD STUD WALLS: 1 HOUR PER UL# U305 OR GYPSUM ASSOCIATION
WP3520 / WP3605 - 1 LAYER OF 58" TYPE-X GYPSUM EACH SIDE OF WALL
ONE HOUR FIRE RATING DETAIL
8'-0" MAX. FOR 2X4 SPF#2 @ 16" O.C.
14'-0" MAX. FOR 2X6 SPF#2 @ 16" O.C.
SEE NOTES
SIDE OF 2X4 @ 16" O.C.
GYPSUM BOARD EACH
1 LAYER 5/8" TYPE `X'
5/8" TYPE `X' GYPSUM BOARD
BE USED IN LIEU OF 3)
2X4 CEILING ASSEMBLIES, 2 NAILS MAY
FROM RIM TO EACH CEILING JOIST. (AT
JOIST TO EACH STUD (16" O.C.) AND
3-.131 X 3 1/2" GUN NAILS FROM RIM
SUSPENDED CEILING APPROX
2"x FRAMING MEMBERS, SEE BELOW
7'-6" CEILING HEIGHT
UL#U305 OR GA WP3520 /
WP3605 IN ACCORDANCE
W/ IBC 708.4 EXCEPTION #3
UL#U305 OR GA
WP3520 / WP3605
FLOOR PLAN PAGE: 3 / 11
SOUTHEAST MODULAR MFG.
ELLAVILLE, LLC
1619 STATE ROAD 26 WEST* ELLAVILLE, GA 31806
SMM-20118 A-G 84'X60' (81'-8"x60'-0" ACTUAL) BUSINESS
DATE:
SCALE:
CODES:
02-28-19
16"=1'-0"
MO
REVISION: 6-7-19
DESTINATION: HAZELWOOD, MO
THIRD PARTY:
HWC
HILBORN, WERNER, CARTER & ASSOCIATES
1627 SOUTH MYRTLE AVE.
CLEARWATER, FL 33756
ENGINEER:
JAMES ALLEN CHAPMAN, P.E.
159 BARNES RD, AMERICUS, GA
HWC#: 2724-0021
smithj stamp1 smithj stamp1 b3cocvlj Highlight b3cocvlj Highlight b3cocvlj Highlight b3cocvlj Highlight b3cocvlj Highlight b3cocvlj Line b3cocvlj Rectangle b3cocvlj Underline b3cocvlj Text Box
RESTRICTED AREA
b3cocvlj Text Box Mod Building 112 James S. McDonnell Blvd Hazelwood, MO
April 15, 2019
VALID
APPROVEDA
04 15 2019
Mod Building 114 James S. McDonnell Blvd Hazelwood, MO smithj stamp1
| APPENDIX A |
| McDonnell Layout DOC102419 (003) |
| 110 Mod Bldg Office Layout a (002) |
| 112 USACE FUSRAP Modular Laboratory Building Layout (003) |
| 114 USACE Modular Building Layout (002) |
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