659-20-100_01-11-22_Structural Bid Documents - Revision 1.pdf
PDF 751 KB Posted
- Attached to
- Z1DA--Bldg. 5 Pharmacy Cleanroom
- Solicitation number
- 36C24622B0004
About this file
This document contains a solicitation for a federal construction project and related structural bid documents. The Department of Veterans Affairs is seeking a contractor to construct and prepare an area for a pre-manufactured modular cleanroom in Building 5 at the W.G. Hefner VA Medical Center in Salisbury, North Carolina. The project involves installing a ISO Class 7 cleanroom with separate compounding areas meeting USP Chapters 797 and 800 standards for non-hazardous and hazardous compounded sterile products. The solicitation is set aside for a service-disabled veteran-owned small business. The pre-bid site visit will take place on February 9th, with questions due by February 18th and bids due on March 4th. The virtual bid opening is scheduled for March 10th. The estimated budget for the construction project is between $500,000 and $1 million.
The structural bid documents provide plans for the project, including details on sawcutting existing concrete, verifying reinforcing and utilities, barricading work areas, and notes for installing new openings, mechanical equipment, and anchoring HVAC stacks. Relevant dimensions, locations, and specifications are included to aid contractor bidding.
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Text version
100 97 82 79 66
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101 96 83 78 67
102 95 84 77
60 51
103 94 85 76 69 59 52
104 93 88 75 70 58 53
92 89 74 71 57 54
RB-45 RB-46 RB-47 RB-48 RB-49 RB-50
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RJ-13 RJ-11 RJ-10 RJ-8 RJ-7
EXISTING OPENING
RJ-2
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RB-65 RB-66
EXISTING OPENING
EXISTING HEADER
EXISTING DOUBLE JOIST
R B
RJ-9
S-101
NEW 28"X16" OPENING
2'-4"
NEW 28" X 16" OPENING
2'-4"
9'-5
(TYP.)
BMEF-1
5'-7"
NEW EXHAUST FAN. REFER TO
MH103 FOR MORE INFORMATION.
AHU-49
NEW AIR HANDLING UNIT.
REFER TO MH103 FOR MORE
INFORMATION.
5" 13'-7" 13'-9" 24'-5" 23'-5" 23'-11" 21'-5" 21'-5" 21'-5" 21'-5" 21'-5" 22'-0" 5"
5" 18'-3"
5" 12'-0" 21'-1" 23'-5" 23'-11" 21'-5" 21'-5" 5"22'-0"21'-5"6'-8" 14'-9" 9'-9" 11'-8"
100 97 82 79 66
62 49
23 10 7
101 96 83 78 67
50 44 27 22 11 6
102 95 84 77
60 51 43 28
103 94 85 76 69 59 52 42 29
104 93 88 75 70 58 53 41 30
14 3
92 89 74 71 57 54 36 31 18 15 2
91 73 72 56 55 35 17 16 13334
RB-45 RB-46 RB-47 RB-48 RB-49 RB-50 RB-51 RB-54 RB-55
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EXISTING OPENING
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13'-0"
RJ-2 RJ-9
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3'-4
13'-4" 7'-2
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DOUBLE JOIST
EXISTING HEADER
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DOUBLE JOIST
OVER MEAT TRACK
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EXISTING OPENING
EXISTING HEADER
DOUBLE JOIST
RJ-6 RJ-5 RJ-4
RB-65 RB-66
EXISTING OPENING
EXISTING HEADER
EXISTING DOUBLE JOIST
R B
RJ-9
15" X 25" OPENING
RJ-2
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RB-48 RB-49 RB-62 RB-61
40'-6"
9'-0"
RB-60
S-101
NEW 28"X16" OPENING
2'-4"
NEW 28" X 16" OPENING
2'-4"
9'-5
(TYP.)
BMEF-1
5'-7"
NEW EXHAUST FAN. REFER TO
MH103 FOR MORE INFORMATION.
AHU-49
NEW AIR HANDLING UNIT.
REFER TO MH103 FOR MORE
INFORMATION.
1'-4"
5" 5"
1 2
1 4
EXISTING FLOOR SLAB EXISTING REINFORCING
EXISTING FLOOR JOIST
1 2
M
I N
" CAP
" DIA. STD. PIPE
(HOT DIPPED
GALVANIZED)
TOUCH UP W/ ZINC RICH
PAINT - HOT DIPPED
GALVANIZED
"x6"x6" PLATE W/ 1 - 1
" DIA. EXP.
BOLTS W/ 1"-2" EMBEDMENT
" NONSHRINK
CEMETITIOUS GROUT
CONCRETE ROOF
" DIA. S.S. PAD EYE
& NUT
1. CONTRACTOR TO SAW CUT OPENINGS IN EXISTING
CONCRETE SLAB AT LOCATIONS SHOWN IN PLAN.
2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF
REINFORCED CONCRETE RIBS ON THE BOTTOM
SURFACE OF THE SLAB TO INSURE THAT OPENING
LOCATIONS DO NOT INTERFERE WITH THESE RIBS. ANY
CONFLICT BETWEEN THE OPENINGS AND THE EXISTING
CONCRETE RIBS SHALL BE REFEREED TO THE
CONTRACTING OFFICER PRIOR TO SAW-CUTTING
OPENING FOR RESOLUTION.
3. CONTRACTOR SHALL FIELD VERIFY THAT NO EXISTING
UTILITIES OR EQUIPMENT ARE LOCATED DIRECTLY
BELOW THE LOCATIONS OF THE NEW OPENINGS.
4. DURING THE SAW-CUTTING OPERATIONS, THE
CONTRACTOR SHALL BARRICADE THE AREA BENEATH
THE NEW OPENING TO INSURE THAT NO PERSONNEL IS
INJURED DUE TO FALLING CONCRETE.
5. CONTRACTOR SHALL COORDINATE THE REMOVAL OF
THE EXISTING CONCRETE FROM THE NEW OPENING TO
INSURE THAT NO LARGE SECTIONS OF CONCRETE HIT
THE FLOOR BELOW.
6. CARE SHALL BE TAKEN TO INSURE THAT THE FACES OF
THE OPENING ARE SMOOTH; ANY CRACKS, CHIPPING OR
PALLING OF THE CONCRETE SHALL BE REPAIRED TO
PROVIDE A SMOOTH FACE TO THE OPENING.
7. THE EXPOSED FACE OF ANY REINFORCING THAT WAS
CUT SHALL BE COATED WITH A ZINC-RICH PRIMER.
8. CONTRACTOR SHALL VERIFY THE NEW OPENING
LOCATIONS AND SIZE WITH MECHANICAL SUPPLIER.
9. CONTRACTOR SHALL NOT CUT THE FLOOR JOISTS.
STRUCTURAL GENERAL NOTES
DOCUMENTS ARE PROPERTY OF THE U.S. GOVERNMENT.
Phone: (804) 726-9540 https//raymond.global
1601 Summit Avenue
Richmond, VA 23230
DATE DESCRIPTION
PROJECT NO.: RVA1033.003
OWNER:
WG HEFNER VAMC
BUILDING 5
PHARMACY CLEAN ROOM
1601 BRENNER AVE
SALISBURY, NC, 28144
SENSITIVE UNCLASSIFIED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUES / REVISIONS
09/15/20 15% SD SUBMISSION
10/29/20 35% SD SUBMISSION
DATE VA COR SIGN OFF
09/15/20 ANDRE L. NOBS
SUB
15% SD
11/18/20 ANDRE L. NOBS35% SD
12/19/20 65% DD SUBMISSION
02/25/21 95% DD SUBMISSION
2/2/21 ERIC STEWART65% DD
3/12/21 ERIC STEWART95% DD
03/26/21 100% DD SUBMISSION
05/09/21 FINAL BID DOCUMENTS
4/16/21 ANDRE HAYLES100% DD
09/29/21 DILANDRO COMMENTS
S-101
STRUCTURAL FLOOR PLAN
PROJECT
NORTH
KEY PLAN
NEW OPENING
Sai Jiang
Sai Jiang
David Willers
S-101
S-101
S-101
NOTE: EXISTING
DIMENSIONS,
CONTRACTOR TO
FIELD VERIFY.
NOTE:
1) PROVIDE THREE POST
ANCHORS PER HVAC STACK.
SPACE EACH POST ANCHOR
NOT LESS THAN 10'-0" FROM
STACK AND AT 120 DEGREES
FROM EACH OTHER IN A
CIRCULAR ARC AROUND THE
STACK.
2) LOCATE POST ANCHORS TO
AVOID CUTTING
REINFORCING BAR DURING
INSTALLATION.
5-09-2021
Raymond Engineering GA, Inc 316 W. Millbrook, Rd., Suite 201 Raleigh, NC 27609 919-872-7866 NC License No. C-4282
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