P12_Addendum 1 - 05.14.2024.pdf
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- Solicitation number
- QSE--36C10F24R50025
About this file
This document is an addendum to a solicitation for the Biloxi Building 1 Renovation project in Biloxi, MS. The solicitation number is QSE--36C10F24R50025, and the project is being managed by the Department of Veterans Affairs Office of Construction and Facilities Management.
The contractor will be responsible for providing all qualified supervision, labor, materials, transportation, and equipment necessary to complete the renovation of Building 1, including selective demolition, exterior building envelope alterations, and interior renovations. The work will occur primarily on the unoccupied 3rd, 4th, and 5th floors, as well as within the crawl spaces and attic. The project will also include upgrades to the interior utilities and building systems, such as HVAC, plumbing, electrical, telecommunications, chilled water, and fire protection. The period of performance is 912 calendar days from receipt of the Notice to Proceed, and the project magnitude is estimated to be between $50M to $100M. Wage Rate Requirements (Construction) will apply.
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VA Biloxi
ANDERSON #15090
IMEG #17002162.02 Addendum #1 Page 1 of 1
ADDENDUM #1
DRAWING ITEMS
ARCHITECTURAL:
1. Drawing GI001 – COVER SHEET:
a. ADD List of addendum drawings.
2. Drawing AD104 – DEMOLITION – 4TH & 5TH FLOOR PLAN:
a. ADD elevation reference for curtainwall type Q.
b. Revise keynotes for curtainwall type Q.
3. Drawing AD402 – DEMOLITION – INTERIOR ELEVATIONS:
a. ADD elevation 7 for fifth floor.
b. REVISE keynotes.
4. Drawing AE102 – 2ND FLOOR PLAN - SHELL
a. REVISE keynote Q, Change “ME100” to “SF100.”
5. Drawing AE103 – 3RD FLOOR PLAN - SHELL
a. REVISE keynote Q, Change “ME100” to “SF100.”
6. Drawing AE104 – 4TH & 5TH FLOOR PLAN - SHELL
a. ADD add elevation reference for curtainwall type Q.
b. REVISE keynotes on Floor Plan 1/AE104.
c. REVISE keynote Q, Change “ME100” to “SF100.”
7. Drawing AE203 – EXTERIOR ELEVATIONS
a. REVISE drawing.
8. Drawing AE212 – INTERIOR ELEVATIONS - SHELL
a. ADD elevation 7 and detail 8.
9. Drawing AE514 – WINDOW & CURTAIN WALL DETAILS
a. REVISE detail 7 to provide additional jamb detail and detail 8 to modify sill detail to reflect rebuilding of masonry wall.
10. Drawing AE603 – CURTAINWALL, EXTERIOR WINDOW AND LOUVER TYPES
a. REVISE curtainwall type Q.
STRUCTURAL:
11. Drawing SF120 – FIFTH FLOOR FRAMING PLAN:
a. REVISE quantity of columns requiring FRP reinforcing.
b. ADD Keynote to Legend schedule indicating required moment capacity for reinforcing.
12. Drawing SF130 – ATTIC FRAMING PLAN:
a. REMOVE notes for column FRP reinforcing.
13. Drawing SF143 – FRP REPAIR DETAILS:
a. REVISE hatch region to cover details 2 and 3.
14. Drawing S403 – BUILDING ELEVATIONS
a. REVISE three (3) window locations to W4 SIM.
15. Drawing S404 – WINDOW OPENING TYPES
a. REVISE W4 elevation to indicate SIM condition.
Enclosures: GI001, AD104, AD402, AE102, AE103, AE104, AE203, AE212, AE514, AE603, SF120, SF130, SF143, S403, S404
2008_May_Asbestos_ReInspection_Facility.pdf 2017_July_Asbestos_ReInspection_Facility.pdf VA Medical Ctr Bldg 1 & 3 2112137 Asbestos Survey Report _PDF_LS FINAL 01 03 2022 1347.pdf
END OF ADDENDUM #1
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Tc ho ut ac ab ou ffa
Ri ve r
Lake
Cedar
MISSISSIPPI
SOUND
PROJECT
VICINITY
Back Bay of BiloxiBig
Lake
Tc ho ut ac ab ou ffa
Ri ve r
Lake
Cedar
MISSISSIPPI
SOUND
PROJECT
VICINITY
Back Bay of BiloxiBig
Lake
VICINITY MAP PROJECT MAP
ARCHITECT
TOM OLESAK, ARCHITECT
CONTACT No: 952-451-0460
OWNER
VA HEALTH CARE CFM
KHALED ZAATREH
PROJECT MANAGER
EMAIL: KHALED.ZAATREH@VA.GOV
CONTACT No: 682-377-5699 (D)
MECHANICAL ENGINEER
IMEG Corp.
CONTACT No: 314-645-1132
ELECTRICAL ENGINEER
IMEG Corp.
CONTACT No: 314-645-1132
STRUCTURAL ENGINEER
IMEG Corp.
CONTACT No: 314-645-1132
TECHNOLOGY ENGINEER
IMEG Corp.
CONTACT No: 314-645-1132
RESIDENT ENGINEER
VA HEALTH CARE BILOXI
CHRIS LEVELLE
SENIOR RESIDENT ENGINEER
EMAIL: CHRIS.LEVELLE@VA.GOV
CONTACT No: 228-523-5693 (D)
CIVIL ENGINEER
ANDERSON ENGINEERING OF MN
CONTACT No: 763-412-4000
JOB
TRAILER
BUILDING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
BID DOCUMENTS
520-317X
Dwg. of
BILOXI, MISSISSIPPI
03/10/2023
THOMAS OLESAK,
ARCHITECT
1050 HOYT AVE WEST
ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \j tu c h te n h a g e n \D o c u m e n ts
\1
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C -B ilo x i B u ild in g
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A
M
GI001
COVER RENOVATE BUILDING 1
LA PC
15090
1 238
RENOVATE BUILDING 1
GULF COAST VETERANS HEALTH CARE SYSTEM
BILOXI, MISSISSIPPI
PROJECT NO. 520-317X
CONTRACT NO. VA101F-17-D-2902
36C10F18R0660
SHEET INDEX
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09 Mechanical
171 MS101 SITE PLAN - HVAC X
172 ME100 2ND FLOOR ABOVE CEILING STRUCTURAL FIXES X
173 MH101 3RD FLOOR - HVAC X
174 MH102 4TH FLOOR - HVAC X
175 MH103 5TH FLOOR - HVAC X
176 MH104 ATTIC - HVAC X
177 MH105 ROOF PLAN - HVAC X
178 MH301 BUILDING SECTIONS - HVAC X
179 MH302 AHU ELEVATIONS - HVAC X
180 MH303 CHILLED/ HOT WATER FLOW DIAGRAMS - HVAC X
181 MH304 AIR FLOOR DIAGRAM - HVAC X
182 MH305 3D VIEWS - HVAC & PIPING X
183 MH306 3D VIEW ATTIC - HVAC X
184 MH401 CONTROLS - HVAC X
185 MH402 CONTROLS - HVAC X
186 MH403 CONTROLS - HVAC X
187 MH501 DETAILS - HVAC X
188 MH502 DETAILS - HVAC X
189 MH503 DETAILS - HVAC X
190 MH504 DETAILS - HVAC X
191 MH505 DETAILS - HVAC X
192 MH506 DETAILS - HVAC X
193 MH507 DETAILS - HVAC X
194 MH601 SCHEDULES - HVAC X
195 MH602 SCHEDULES - HVAC X
196 MH603 SCHEDULES - HVAC X
197 MP100 CRAWLSPACE PIPING X
198 MP101 EXISTING 1ST & 2ND FLOORS- HVAC PIPING X
199 MP102 3RD FLOOR - HVAC PIPING X
200 MP103 4TH FLOOR - HVAC PIPING X
201 MP104 5TH FLOOR - HVAC PIPING X
202 MP105 ATTIC - HVAC PIPING X
203 MP106 BUILDING 53 MECHANICAL ROOM X
10 Electrical
204 E001 LEGENDS - ELECTRICAL X
205 ES101 SITE PLAN - ELECTRICAL X
206 EL101 3RD FLOOR - LIGHTING X
207 EL102 4TH FLOOR - LIGHTING X
208 EL103 5TH FLOOR - LIGHTING X
209 EL104 ATTIC PLAN - LIGHTING X
210 EL201 ENLARGED PLANS - LIGHTING X
211 EP100 BASEMENT PLAN - POWER X
212 EP101 3RD FLOOR - POWER X
213 EP102 4TH FLOOR - POWER X
214 EP103 5TH FLOOR - POWER X
215 EP104 ATTIC PLAN - POWER X
216 EP201 ENLARGED PLANS - POWER AND TELECOM X
217 EP202 ENLARGED PLANS - POWER AND TELECOM X
218 FA101 3RD FLOOR - FIRE ALARM X
219 FA102 4TH FLOOR - FIRE ALARM X
220 FA103 5TH FLOOR - FIRE ALARM X
221 FA104 ATTIC PLAN - FIRE ALARM X
222 FA201 LEGENDS AND RISER - FIRE ALARM X
223 E201 RISERS - POWER X
224 E301 DETAILS - ELECTRICAL X
225 E302 DETAILS - ELECTRICAL X
226 E401 SCHEDULES - ELECTRICAL X
227 E402 PANEL SCHEDULES - ELECTRICAL X
228 E403 PANEL SCHEDULES - ELECTRICAL X
229 E404 PANEL SCHEDULES - ELECTRICAL X
230 E405 PANEL SCHEDULES - ELECTRICAL X
11 Telecommunication
231 TN101 3RD FLOOR - TELECOM X
232 TN102 4TH FLOOR - TELECOM X
233 TN103 5TH FLOOR - TELECOM X
234 TN201 RISER - TELECOM X
235 TN202 RISER - TELECOM X
13 Reference Drawings
236 L-101 LANDSCAPE PLAN BUILDING 1-53 X
237 L-107 LANDSCAPE DETAILS X
238 I-101 IRRIGATION PLAN BUILDING 1-53 X
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87 AE212 INTERIOR ELEVATIONS - SHELL X X
88 AE221 ENLARGED EXTERIOR ELEVATIONS X
89 AE301 WALL SECTIONS X
90 AE302 STAIR SECTIONS X
91 AE303 STAIR SECTIONS X
92 AE401 PLAN DETAILS X
93 AE402 PLAN DETAILS X
94 AE403 PLAN DETAILS X
95 AE404 PLAN AND SECTION DETAILS X
96 AE501 STAIR SECTION DETAILS X
97 AE502 PLAN DETAILS X
98 AE503 ROOF DETAILS X
99 AE504 DORMER DETAILS X
100 AE511 WALL DETAILS X
101 AE512 WALL DETAILS X
102 AE513 WALL DETAILS X
103 AE514 WINDOW AND CURTAINWALL DETAILS X X
104 AE600 INTERIOR PARTITION DETAILS X
105 AE601 PARTITION TYPES X
106 AE602 DOOR SCHEDULE, DOOR & FRAME AND INTERIOR
WINDOW TYPES
X X
107 AE603 CURTAINWALL, EXTERIOR WINDOW AND LOUVER
TYPES
X
108 AE611 DOOR DETAILS X
109 AE612 DOOR AND WINDOW DETAILS X
110 QH101 3RD FLOOR EQUIPMENT PLAN X
111 QH102 4TH FLOOR EQUIPMENT PLAN X
112 QH103 5TH FLOOR EQUIPMENT PLAN X
113 QH104 EQUIPMENT SCHEDULE X
06 Interiors
114 IG101 SIGNAGE LEGEND X
115 IG102 3RD FLOOR SIGNAGE PLAN X
116 IG103 4TH FLOOR SIGNAGE PLAN X
117 IG104 5TH FLOOR SIGNAGE PLAN X
118 IN101 3RD FLOOR FINISH & WALL PROTECTION PLAN X
119 IN102 4TH FLOOR FINISH & WALL PROTECTION PLAN X
120 IN103 5TH FLOOR FINISH & WALL PROTECTION PLAN X
121 IN201 MILLWORK ELEVATIONS X
122 IN202 MILLWORK ELEVATIONS X
123 IN203 INTERIOR ELEVATIONS X
124 IN204 INTERIOR ELEVATIONS X
125 IN205 INTERIOR ELEVATIONS X
126 IN206 INTERIOR ELEVATIONS X
127 IN207 INTERIOR ELEVATIONS X
128 IN208 INTERIOR ELEVATIONS X
129 IN501 MILLWORK DETAILS X
130 IN601 FINISH SCHEDULES AND DETAILS X
131 IN602 FINISH SCHEDULES X
07 Fire Protection
132 FX101 3RD FLOOR - FIRE PROTECTION X
133 FX102 4TH FLOOR - FIRE PROTECTION X
134 FX103 5TH FLOOR- FIRE PROTECTION X
135 FX104 ATTIC - FIRE PROTECTION X
08 Plumbing
136 PS101 SITE PLAN - PLUMBING X
137 PL101 EXISTING CRAWL SPACE - PLUMBING X
138 PL102 EXISTING 1ST FLOOR - PLUMBING X
139 PL103 EXISTING 2ND FLOOR - PLUMBING X
140 PL105 4TH FLOOR - PLUMBING X
141 PL104 3RD FLOOR - PLUMBING X
142 PL106 5TH FLOOR - PLUMBING X
143 PL107 ATTIC - PLUMBING X
144 PL201 EXISTING CRAWL SPACE - SANITARY X
145 PL202 EXISTING PLAN 2ND FLOOR - SANITARY X
146 PL203 3RD FLOOR - SANITARY X
147 PL204 4TH FLOOR - SANITARY X
148 PL205 5TH FLOOR - SANITARY X
149 PL206 ATTIC - SANITARY X
150 PL301 EXISTING CRAWL SPACE - MED GAS X
151 PL302 EXISTING 1ST FLOOR - MED GAS X
152 PL303 EXISTING 2ND FLOOR - MED GAS X
153 PL304 3RD FLOOR - MED GAS X
154 PL305 4TH FLOOR - MED GAS X
155 PL306 5TH FLOOR- MED GAS X
156 PL307 ATTIC - MED GAS X
157 PL401 ENLARGED PLANS - PLUMBING X
158 PL402 ENLARGED PLANS - PLUMBING X
159 PL403 ENLARGED PLANS - PLUMBING X
160 PL404 ENLARGED PLANS - PLUMBING X
161 PL501 DETAILS - PLUMBING X
162 PL502 DETAILS - PLUMBING X
163 PL505 OVERALL SANITARY RISER X
164 PL506 OVERALL WATER RISER X
165 PL507 OVERALL MED GAS RISER X
166 PL508 PLUMBING RISERS X
167 PL509 PLUMBING RISERS X
168 PL510 PLUMBING RISERS X
169 PL511 PLUMBING RISERS X
170 PL601 SCHEDULES - PLUMBING X
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01 General
1 GI001 COVER X X
2 GI101 GENERAL INFORMATION X
3 GI102 3RD FLOOR CODE ANALYSIS X
4 GI103 4TH FLOOR CODE ANALYSIS X
5 GI104 5TH FLOOR CODE ANALYSIS X
6 GI105 ATTIC CODE ANALYSIS X
04 Structure
7 S001 STRUCTURAL NOTES X
8 S002 STRUCTURAL NOTES X
9 S003 FLOOR LOAD MAP X
10 S004 FLOOR LOAD MAP X
11 SF090 PILE MONITORING PLAN X
12 SF100 3RD FLOOR FRAMING PLAN X
13 SF110 4TH FLOOR FRAMING PLAN X
14 SF120 5TH FLOOR FRAMING PLAN X X
15 SF130 ATTIC FRAMING PLAN X X
16 S140 STRUCTURAL DETAILS X
17 S141 STRUCTURAL DETAILS X
18 S142 STRUCTURAL DETAILS X
19 S143 FRP REPAIR DETAILS X X
20 S150 STRUCTURAL DETAILS X
21 S151 STRUCTURAL DETAILS X
22 S160 PHOTO LOCATION PLAN X
23 S161 PHOTO LOCATION PLAN X
24 S162 PHOTO LOCATION PLAN X
25 S163 STRUCTURAL REPAIR PHOTOS X
26 S164 STRUCTURAL REPAIR PHOTOS X
27 S165 STRUCTURAL REPAIR PHOTOS X
28 S401 STRUCTURAL NOTES - WATER INTRUSION X
29 S402 BUILDING ELEVATIONS X
30 S403 BUILDING ELEVATIONS X X
31 S404 WINDOW OPENING TYPES X X
32 S405 WINDOW OPENING TYPES X
33 S406 PUNCHED WINDOW ATTACHMENTS X
34 S407 WALL SECTIONS X
35 S408 ENLARGED WALL SECTIONS - CURTAINWALL X
05 Architectural
36 CS100 SITE PLAN X
37 AD101 DEMOLITION - 1ST FLOOR PLAN X
38 AD102 DEMOLITION - 2ND FLOOR PLAN X
39 AD103 DEMOLITION - 3RD FLOOR PLAN X
40 AD104 DEMOLITION - 4TH & 5TH FLOOR PLAN X X
41 AD105 DEMOLITION - ATTIC & ROOF PLAN X
42 AD202 DEMOLITION - EXTERIOR ELEVATIONS X
43 AD203 DEMOLITION - EXTERIOR ELEVATIONS X
44 AD211 DEMOLITION - ENLARGED EXTERIOR ELEVATIONS X
45 AD212 DEMOLITION - ENLARGED EXTERIOR ELEVATIONS X
46 AD301 DEMOLITION - WALL SECTIONS X
47 AD401 DEMOLITION - INTERIOR ELEVATIONS X
48 AD402 DEMOLITION - INTERIOR ELEVATIONS X X
49 AD501 DEMOLITION - DETAILS X
50 AD502 DEMOLITION - DETAILS X
51 AD503 DEMOLITION - DETAILS ROOF DORMER X
52 AD504 DEMOLITION - DETAILS X
53 AD505 DEMOLITION - DETAILS X
54 AD701 EXISTING CONDITIONS - PHOTOGRAPHS X
55 AD702 EXISTING CONDITIONS - PHOTOGRAPHS X
56 AD703 EXISTING CONDITIONS - PHOTOGRAPHS X
57 AD704 EXISTING CONDITIONS - PHOTOGRAPHS X
58 AD705 EXISTING CONDITIONS - PHOTOGRAPHS X
59 AE101 1ST FLOOR PLAN - SHELL X
60 AE102 2ND FLOOR PLAN - SHELL X X
61 AE103 3RD FLOOR PLAN - SHELL X X
62 AE104 4TH & 5TH FLOOR PLAN - SHELL X X
63 AE105 ATTIC & ROOF PLAN - SHELL X
64 AE106 ROOF DETAILS X
65 AE107 3RD FLOOR PLAN - BUILDOUT X
66 AE107.1 3RD FLOOR DIMENSION PLAN X
67 AE107.2 3RD FLOOR ENLARGED DIMENSION PLANS X
68 AE108 4TH FLOOR PLAN - BUILDOUT X
69 AE108.1 4TH FLOOR DIMENSION PLAN X
70 AE108.2 4TH FLOOR ENLARGED DIMENSION PLANS X
71 AE109 5TH FLOOR PLAN - BUILDOUT X
72 AE109.1 5TH FLOOR DIMENSION PLAN X
73 AE110 ATTIC FLOOR PLAN - BUILDOUT X
74 AE111 3RD FLOOR REFLECTED CEILING PLAN X
75 AE112 4TH FLOOR REFLECTED CEILING PLAN X
76 AE113 5TH FLOOR & ATTIC REFLECTED CEILING PLAN X
77 AE121 ENLARGED FLOOR PLANS X
78 AE122 ENLARGED FLOOR PLANS X
79 AE123 ENLARGED FLOOR PLANS X
80 AE124 ENLARGED FLOOR PLANS X
81 AE125 ENLARGED FLOOR PLANS X
82 AE126 ENLARGED STAIR FLOOR PLANS X
83 AE127 ENLARGED FLOOR PLANS X
84 AE202 EXTERIOR ELEVATIONS X
85 AE203 EXTERIOR ELEVATIONS X X
86 AE211 INTERIOR ELEVATIONS - SHELL X
No. Revisions Date
1 ADDENDUM #1 05/14/2024
FOR PHASING INFORMATION
SEE SHEET AE102
EXIST. JOIST
GROUT
EXIST. BEAM
SIKA FRP STRIP
@ BOTTOM OF
BEAM / JOIST CONT.
SIKA FRP
AROUND
BEAM / JOIST
EXIST. SLAB
NOTE: WHERE EXISTING BEAM IS AN EDGE
CONDITION, REFER TO 3/S143.
EXIST. JOIST
SIKA FRP STRIP
@ BOTTOM OF
BEAM / JOIST CONT.
SIKA FRP
AROUND
BEAM / JOIST
EXIST. SLAB
EXIST. JOIST
GROUT
EXIST. EDGE BEAM
FRP STRIP
@ BOTTOM OF
BEAM CONT.
SIKA FRP AROUND
BEAM CONT.
EXIST. SLAB
FRP FLEXURE REPAIR
@ BEAM END RODS
IN GROOVE
(SEE NOTE 3)
FRP SHEAR REPAIR
@ BEAM MID SPAN
WRAPS
FRP FLEXURE REPAIR
@ BEAM MIDSPAN
CONTINUOUS FLAT
STRIPS
FRP SHEAR REPAIR
@ BEAM END
WRAPS
S143
S143
EXIST. JOIST
EXIST. SLAB
EXIST. REINF.
R E
I N
F O
R C
I N
G
M
A X
C O
V E
R
F
X
MIN.
3"
FRP ROD IN GROOVE
FILLED W/ EPOXY RESIN
(SEE NOTE 3) MIN.
3"
EXISTING COLUMN
EXISTING
SLAB
EXISTING
JOIST / BEAM
M
A X
.FRP ROD IN 1 1/4"
GROOVE FILLED W/
EPOXY RESIN,
(SEE NOTE 3)
1' - 8"
EXISTING COLUMN
SIKA VERTICAL
STRIP ON 2 SIDES
S143
SPIKE ANCHORS
(AS REQ'D)
O V
E R
L A
P
SIKA VERTICAL STRIP. SIZE, NUMBER
AND SIDE TO BE REINFORCED BY
FRP CONTRACTOR.
COLUMN WRAP
EXIST. JOIST / BEAM
EXIST. SLAB
EXIST. REINF.
EXIST. TOPPING WHERE
APPLICABLE
REMOVE EXIST. TOPPING
AS NECESSARY
FRP ROD IN GROOVE
FILLED W/ EPOXY RESIN.
(SEE NOTE 4)
7" WIDE SIKA 103C
VERTICAL STRIP ON
SIDE OPPOSITE FROM
WALL
12" SIKA 103C
WRAP @ 24" O.C.
S143
2 LAYERS 9" WIDE SIKA
103C VERTICAL STRIP ON
2 SIDES ADJACENT WALL
12" SIKA 103C
WRAP @ 24" O.C.
EXIST. WALL
SPIKE ANCHORS
S143
7" WIDE VERT.
STRIP
SPIKE ANCHORS
2 LAYERS 9" WIDE
VERTICAL STRIPS
12" WRAP @
24" O.C.
WALL
2 LAYERS 9" WIDE
VERTICAL STRIPS
EXIST. JOIST
REPAIR JOIST PER
PROCEDURE BELOW
FRP AS REQ'D
EXIST. SLAB
COAT CONCRETE
SURFACE AND REBAR
WITH BONDING AGENT
REPAIR PROCEDURE:
A. REMOVE SOURCES OF LIVE LOAD ON FLOOR ABOVE AND SHORE EXISTING JOIST AT
SOUND CONCRETE.
B. REMOVE EXISTING SPALLED CONCRETE AND CORRODED REINFORCEMENT BACK TO
SOUND MATERIAL.
C. CHIP OUT EXISTING CONCRETE TO LAP IN-KIND REINFORCEMENT WITH A SPLICE LENGTH
EQUAL TO 48 BAR DIAMETERS. ALTERNATELY, USE A MECHANICAL SPLICE CAPABLE OF
RESISTING A TENSILE LOAD EQUAL TO 125% OF THE BAR CAPACITY.
D. REPAIR WITH CEMENTIOUS REPAIR MORTAR, WITH A COMPRESSIVE STRENGTH OF 4000
PSI, AT 7 DAYS AND MAINTAIN 3/4" REBAR CLEAR COVER.
NTS1 BEAM REPAIR DETAIL
NTS2 JOIST REPAIR DETAIL
NTS3 EDGE BEAM REPAIR DETAIL
NTS5
TYPICAL BEAM / JOIST
FRP REINFORCING DETAIL
NTS6
TYPICAL JOIST TOP FRP
REINFORCING DETAIL
NTS7
TYPICAL BEAM
FRP REINFORCING DETAIL
NTS9 COLUMN WRAP DETAIL
NTS10 COLUMN WRAP SECTION
FRP REPAIR GENERAL NOTES:
1. FRP REPAIR DETAILS ARE CONCEPTUAL IN NATURE. FINAL CONSTRUCTION
FRP DETAILS SHALL BE DEVELOPED BY FRP ENGINEER.
2. FRP CONTRACTOR SHALL DETERMINE FRP SPACING, STRIP SIZE AND
LAMINATE REQUIREMENTS.
3. SURFACE MOUNTED SIKA FRP STRIP MAY BE SUBSTITUTED FOR FRP
RODS WHERE ACCEPTABLE.
4. WHERE A POST - INSTALL TOPPING HAS BEEN APPLIED, FRP
STRENGTHENING SHALL BE BONDED TO BASE MATERIAL. THIS MAY
REQUIRE DEEPER GROOVING OR REMOVAL OF THE TOPPING.
NTS8
ALTERNATIVE CONDITION -
JOIST / BEAM REPAIR
NTS11 COLUMN WRAP DETAIL
NTS12 COLUMN WRAP DETAIL
NTS13 COLUMN WRAP SECTION
NTS4
REPAIR DETAIL FOR JOIST
WITH DETERIORATED REBAR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans
Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
10/27/2023 MLA WHLRevisions: Date:
BID DOCUMENTS
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
FRP REPAIR DETAILS
S143
5. REFER TO S003 AND S004 FOR REPAIR DESIGN LOADS.
6. DETAILS 5 THROUGH 13 PERTAIN TO FRP REPAIRS PREVIOUSLY
COMPLETED AND ARE INCLUDED FOR REFERENCE ONLY.
= DETAILS FOR REFERENCE ONLY.
7. COORDINATE FIREPROOFING OF REPAIRED BEAMS WITH
ARCHITECTURAL DRAWINGS.
ADDENDUM #1 05/14/2024
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
ATTIC
W#
LEGEND:
= WINDOW OPENING TYPES, SEE SHEETS
S404 AND S405, AND COORDINATE WITH
ARCHITECTURAL DRAWINGS.
GFEDCBA
W1W1
W1 W1
W1 W1
W2 W2
W3 W3
W3 W3
REFER TO DETAIL 2/S404 FOR BRICK
ATTACHMENT WHERE REQUIRED.
W1
W1
W1
W1
W1
W1
SIM SIM SIM
G F E D C B A
W1 W1
W1 W1
W1 W1W1 W1
W1 W1
W1 W1 W4 W4 W4
W3 W3 W3
W3 W3 W3
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
ATTIC
W1 W1
W1 W1
W1 W1
3/32" = 1'-0"1 EAST ELEVATION
3/32" = 1'-0"2 WEST ELEVATION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans
Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
10/27/2023 MLA WHLRevisions: Date:
BID DOCUMENTS
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
BUILDING ELEVATIONS
S403
W1
PUNCHED WINDOW OPENING
PUNCHED WINDOW OPENING,
SEE WALL TYPES ON SHEET S406,
COORDINATE ATTACHMENT
WITH WALL TYPE.
5TH FLOOR OPENING
OPEN
CURTAINWALL ATTACHMENTS
TO CONCRETE STRUCTURE
OPEN
NOTES:
1. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WINDOW
TYPES AND DIMENSIONS.
2. CURTAINWALL SYSTEMS SHALL SPAN VERTICALLY
3. CUT & REMOVE EXISTING WOOD BLOCKING, INSTALL NEW
CONCRETE CURB TO MATCH EXISTING.
VERIFY IN FIELD EXISTING CURB DIMENSIONS.
4. REFERENCE S407 AND S408 FOR BUILDING SECTION
DETAILS.
5. WINDOW ATTACHMENT TO FRAMING SHALL BE DESIGNED
BY WINDOW / CURTAINWALL MANUFACTURER.
6. BOTTOM OF CHANNEL FRAMING IS CURRENTLY ANCHORED
TO EXISTING TIMBER CURB. CHANNEL IS TO BE RE-
ANCHORED TO CONCRETE CURB AS NOTED.
VERTICAL MULLIONS
5TH FLOOR OPENING
@ COLUMN
EXISTING CONCRETE
BEAM
CURTAINWALL
ATTACHMENTS
TO CONCRETE
SLAB / BEAM
OPEN
VERTICAL MULLIONS
EXAMPLE PHOTOS FOR REPLACING WOOD CURB WITH CONCRETE CURB:
OPEN
#3 BARS SET WITH EPOXY INTO
EXISTING CONCRETE STRUCTURE AT
EACH MULLION, SEPARATED BY 4" OC,
4" EMBEDMENT. FOR BALANCE OF
DETAIL, PROVIDE #3 @ 16" OC, 4"
EMBEDMENT
2 #4X4'-0"
EXISTING COLUMN
TO REMAIN
EXISTING
CHANNELS
TO REMAIN
#3 BARS SET WITH EPOXY INTO
EXISTING CONCRETE STRUCTURE AT
EACH MULLION, SEPARATED BY 4" OC,
4" EMBEDMENT. FOR BALANCE OF
DETAIL, PROVIDE #3 @ 16" OC, 4"
EMBEDMENT
(2) #4 CONT. ACROSS
BOTTOM OF CURTAINWALL
3RD & 4TH FLOOR OPENING
EXISTING CONCRETE
BEAM
CURTAINWALL
ATTACHMENTS
TO HSS TUBE
CURTAINWALL ATTACHMENTS
TO CONCRETE SLAB / BEAM
OPEN
VERTICAL MULLIONS
SEE WALL SECTIONS
FOR ATTACHMENT
3RD & 4TH FLOOR OPENING
@ COLUMN
EXISTING CONCRETE
BEAM
CURTAINWALL
ATTACHMENTS
TO HSS TUBE
CURTAINWALL
ATTACHMENTS
TO CONCRETE
SLAB / BEAM
OPEN
VERTICAL MULLIONS
OPEN
(2) #4 CONT. ACROSS
BOTTOM OF CURTAINWALL
(2) #4 CONT. ACROSS
BOTTOM OF CURTAINWALL
SEE WALL SECTIONS
FOR ATTACHMENT
EXIST. CONCRETE
COLUMN TO REMAIN
OPEN
EXISTING CONCRETE
BEAM
VERIFY IN FIELD
2' - 11"
EXISTING
COLUMN
BREAK FACE OF
CLAY TILE SHELL
& REPLACE W/
4000 PSI GROUT
FOR SMOOTH
SURFACE
SEE ARCH. FOR
WINDOW SYSTEM
CMU INFILL W/ FULLY GROUTED
CELLS W/ #5 @ 16" O.C., VERTICAL, TYP.
E M
B E
D M
E N
T
E M
B E
D M
E N
T
(2) #5 IN FILLED CELLS,
4000 PSI GROUT
EXISTING
BRICK / TILE
3RD FLOOR WINDOW @ LOWER ROOF
5TH FLOOR WEST ELEVATION
(2) #4 CONT. ACROSS
BOTTOM OF CURTAINWALL
REMOVE EXISTING WOOD
SILL REPLACE W/ POURED
CONCRETE CURB
REPLACE BOLTS FOR EXISTING
CHANNEL CONNECTION W/ 5/8"Ø
THREADED RODS W/ NUT & WASHER,
TOP & BOTTOM, 4" EMBEDMENT
EXISTING CONCRETE
BEAM
CONNECTION TO EXIST.
CONCRETE BY WINDOW /
CURTAINWALL MANUFACTURER
CONNECTION TO EXIST.
CONCRETE BY WINDOW /
CURTAINWALL MANUFACTURER
EXISTING CHANNEL
EXISTING WOOD CURB
TO BE REMOVED
W2 W2
W3 W3 W4
APPLY CONCRETE
BONDING AGENT
APPLY CONCRETE
BONDING AGENT
APPLY CONCRETE
BONDING AGENT
(2) #3 BARS SET WITH EPOXY INTO
EXISTING CONCRETE STRUCTURE AT
EACH MULLION, SEPARATED BY 4" OC,
4" EMBEDMENT. FOR BALANCE OF
DETAIL, PROVIDE #3 @ 16" OC, 4"
EMBEDMENT
APPLY CONCRETE
BONDING AGENT
(2) #3 BARS SET WITH EPOXY INTO
EXISTING CONCRETE STRUCTURE AT
EACH MULLION, SEPARATED BY 4" OC,
4" EMBEDMENT. FOR BALANCE OF
DETAIL, PROVIDE #3 @ 16" OC, 4"
EMBEDMENT
L A
P
1'-2" TYPICAL, COORD
EXTENTS WITH ARCH
1'-2" TYPICAL, COORD
EXTENTS WITH ARCH
8" TYPICAL, COORD
EXTENTS WITH ARCH
8" TYPICAL, COORD
EXTENTS WITH ARCH
DRILL AND ANCHOR BARS
INTO (E) CONC WITH HILTI
HIT-HY 200 ADHESIVE, TOP
AND BOTTOM
PROVIDE HORIZONTAL
LADDER-TYPE JOINT
REINF @ 16" O.C.
PROVIDE CONT HORIZ BOND
BEAMS REINF WITH (2) #5 BARS
AS FOLLOWS:
1. AT BOTTOM OF WALL
2. WITHIN 16" OF TOP OF WALL
3. ABOVE AND BELOW OPENINGS
4. BALANCE AT 48" O.C. MAX
PROVIDE ADDITIONAL
CONTINUOUS #5 BAR IN
SOLID GROUTED CELL AT
OPENING JAMB (TYP)
3'- 0"
A T
SI
M
EXAMPLE FOR ADJUSTABLE HECKMANN ANCHOR:
BRICK
CMU
HECKMANN TRIANGLE
ADJUSTABLE ANCHOR
W/ 12 GAGE SCREW - ON
ANCHOR STRAP @ 16" O.C.
VERT. & 16" O.C. HORIZ.
(2) - 1/4"Ø SCREWS,
1-1/2" MIN. EMBEDMENT
IN CMU, PRE - DRILL
AS REQ'D
(PHOTO IS SHOWN FOR INFORMATIONAL PURPOSES, ONLY)
4"
EM
BE
DM
EN
T
(E) FLOOR
#3 BARS
8"
COORDINATE HEIGHT OF CURB WITH
ARCHITECTURAL CURTAINWALL
REQUIREMENTS, UP TO A MAXIMUM
HEIGHT OF 9"
NTS2 BRICK ANCHOR DETAIL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans
Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
10/27/2023 MLA WHLRevisions: Date:
BID DOCUMENTS
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
WINDOW OPENING TYPES
S404
NTS
TYPICAL CURB DETAIL
4"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
520-317X
Dwg. of
BILOXI, MISSISSIPPI
C U s e rs \p c h o i\ D o c u m e n ts \1
V A
M C
-B ilo x i B u ild in g
R
C e n tr a l m o d e l
-9 -1
Y e u n y o u n g .r v t
/2
/2
:2
:3
A
M
AD104
DEMOLITION - 4TH & 5TH FLOOR
PLAN
RENOVATE BUILDING 1
UP
UP
UP
UPUP
UPUP
9 10
10 11
12 13
13 14
GG
F F
EE
DD
CC
BB
AA
AD203
AD202
AD202
AD203
AD301
AD301
A D A D A D A D A D
B B B
B
B
A D
A D
E
S
R
BBB
A DA DA DA DA DA D
B
B
BBB
B
B
A DA DA DA DA DA D
BBB
B
B
B
B
B B B
A D A D A D A D A D A D
B B B
H
1/AD701
7/ A
D
2/AD701
3/A D
701 4/5/A D
701 6/ A
D
7/ A
D
6/ A
D
9/AD704
8/AD704
8/AD701
17-20/AD704
14/AD704
/A
D
AD402
AD501
9 10
10 11
12 13
13 14
GG
F F
EE
DD
BB
AA
AD203
AD202
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD501
Sim
AD502
Sim
AD502
Sim
AD501
Sim
AD502
Sim
AD401
11Sim
AD401
10Sim
S im
AD401 12
S im
AD401
13Sim
AD401
14Sim
AD401
2 Sim
AD4015
S im
AD4016
S im
8 Sim
AD401
9 Sim
AD401
3 Sim
AD402 1
S im
S im
AD402
3 Sim
AD202
AD203
AD301
AD301
H H H H
H H H H
A D A DA DA DA DA D A D A D A D A D A D
B C B C B CB CB CB C
B C B C B C
A D A D A D A D A D A DA DA DA DA DA DA D
A D
A D
A D
B
B
B
B
B B B
B B B
B
B B
B
B B B
S
E
A D
A D
B
B
4/ A
D
3/AD704
12/13/AD704
AE404 7
AD402
AD402
4 Sim
3/32" = 1'-0"AD109
3/32" = 1'-0"AD109
C
AD401
UP
AD301
AD301
B
BR
AD502
Sim
T
M T
M T
M T T
T
EM
MET
T
M T
M
MET
LAUNDRY
CHUTE
LAUNDRY
CHUTE
FOURTH FLOOR PLAN - EXISTING & DEMOLITION
FIFTH FLOOR PLAN - EXISTING & DEMOLITION
LA CD
U
4 Sim
Vw
Vw
Vw
Vw
Vw
Vw
AY
AY
AY
AY
AY
AY
AY
AY
AX
AX
AY
AZ
AZ
AX
AX
AU
AU
AU
AU
AU
AU
AU AU
AU
AU
AU
AU
AU
AU
AUAU
AU
AU
T
T
T
T
T
T
T
T
/A
D
JZZ1
JZZ1
JZZ1
JZZ1
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
AD401
4 Sim
AD401
13 Sim
AD401
10 Sim
S im
AD4016
S im
8 Sim
AD402
AD402
AD401
3 Sim
0 8' 16' 32'
0 8' 16' 32'
X
Y
Z
Z.1
BID DOCUMENTS
AU
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND DEPICTING EXISTING
CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION
OF THE WORK AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT & RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THE AREA.
CONTRACTOR SHALL MAINTAIN SAFE METHODS OF EGRESS FOR OCCUPIED PORTIONS OF BUILDING
AND IN SITE AREA DURING CONSTRUCTION.
DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT & RESIDENT ENGINEER
BEFORE CONTINUING WITH THE CONSTRUCTION.
COORDINATE WORK WITH PHASING. COORDINATE WORK ASSOCIATED WITH ROOFING BASE BID
AND ROOFING DEDUCT ALTERNATE
COORDINATE SITE LAYOUT / ACCESS / WORK AREAS / LAYDOWN AREAS / PHASING WITH RESIDENT
ENGINEER.
ALL DISTURBED AREAS SHALL BE RETURNED TO PREWORK CONDITIONS, CONTRACTOR TO KEEP A PHOTOGRAPHIC LOG OF THE EXISTING CONDITIONS IN THE PROJECT SITE TRAILER FOR REFERENCE
FOR WHEN THE SITE IS TO BE HANDED BACK OVER TO THE VA.
IRRIGATION SYSTEM TO BE FULLY TESTED PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO
DOCUMENT CONDITIONS OF THE EXISTING SYSTEM, CONTRACTOR TO RESTORE THE IRRIGATION
SYSTEM TO PREWORK CONDITIONS AT THE COMPLETION OF THE WORK.
TRIM / PRUNE / REMOVE AND REPLACE LANDSCAPING IN AREAS OF, AS REQUIRED, TO PERFORM THE
WORK. COORDINATE SPACE CLEARANCE REQUIRED IN EACH AREA WITH RESIDENT ENGINEER.
REMOVE FURRING CHANNELS AND INSULATION ALONG THE EXTERIOR WALLS IN THEIR ENTIRETY
REMOVE ALL BLOCKING AND MASTIC FROM FENESTRATION OPENINGS.
PREP FOR NEW COATINGS
SEE SHEET AD501 FOR TYPICAL STOREFRONT AND COLUMN DEMOLITION DETAILS
SEE SHEETS AD701 - AD705 -FOR PHOTOS NOTED ON THE FLOOR PLAN
REMOVE EXISTING PAINT / COATING AT ALL EXISTING MASONRY AND AT ALL WOOD AND PLASTER
FINISHES THAT ARE TO REMAIN.
COORDINATE PHASING OF DEMOLITION CEILING AND STRUCTURAL REPAIRS WITH RESIDENT
ENGINEER PRIOR TO BEGINNING WORK.
DEMOLITION PLAN GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
EXISTING TO REMAIN
DEMOLITION PLAN LEGEND
TO BE REMOVED
KEYNOTE
PHOTO LOCATION##
N
DEMOLITION PLAN KEYNOTES
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
REMOVE EXISTING ALUMINUM STOREFRONT UNIT
REMOVE EXISTING ALUMINUM PUNCHED WINDOW UNIT
REMOVE APPLIED SHUTTERS AND FASTENERS. SEAL HOLES. CLEAN AND STORE SHUTTERS FOR
REINSTALLATION TYPICAL FOR NORTH ELEVATION
REMOVE RAILING , FASTENERS. AND BRACKETS. ABATE LEAD PAINT, CLEAN PAINT AND STORE
RAILING AND ACCESSORIES FOR REINSTALLATION. FILL PENETRATION IN MASONRY.
CLEAN PENETRATION IN STONE SILLS AND PREP FOR INFILL
CAREFULLY REMOVE EXISTING ALUMINUM EXPANSION JOINT ASSEMBLY TO EXPOSE JOINT BETWEEN BUILDING 1 & 53 PROTECT PLASTER EDGES AT EACH BUILDING, PATCH AND REPAIR ALL PLASTER TO
MATCH EXISTING PRIOR TO INSTALLATION OF NEW EXPANSION JOINT ASSEMBLY
PROVIDE TEMPORARY HANDRAIL/FALL PROTECTION
REMOVE PORTION OF PAINTED PLASTER FINISH SURFACES OVER CONCRETE BEAMS AND FINISHED
EXPOSED SUSPENDED PLASTER CEILING AS REQUIRED FOR STRUCTURAL BEAM REPAIR WORK
INDICATED ON 1/ME100.
AT AREA BOUNDED BY GRID 10, 13, B, AND G, THOROUGHLY DOCUMENT, WITH PHOTOGRAPHY AND
MEASURED DRAWINGS AND SKETCHES, THE EXISTING CONDITIONS PRIOR TO DEMOLITION
REMOVE ALL WOOD BALUSTERS, RAILING, SOFFITS, CORNICES, FLASHING,
COPPER CAPS AT 5TH FLOOR NORTH PORCH. PROTECT ROOFING AND PLASTER
COLUMNS BELOW AS THEY ARE TO REMAIN
REMOVE, STORE, AND PROTECT EXTERIOR ACCESS CONTROLS, EXTERIOR
LIGHTING FIXTURES, AND EXTERIOR SECURITY / COMMUNICATIONS FIXTURE FOR REINSTALLATION.
SEE PHOTO SHEETS AD701-AD705 FOR GENERAL LOCATIONS
EXISTING WINDOW TO REMAIN AND PROTECT FROM DAMAGE
EXISTING DOOR SYSTEM TO REMAIN AND PROTECT FROM DAMAGE
EXISTING LOUVER TO REMAIN AND PROTECT FROM DAMAGE
VERIFY AND CAREFULLY REMOVE AND SALVAGE FOR REUSE EXISTING ACT IN ALL ROOMS
THIS AREA TO EXPOSE MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY SYSTEMS.
THE INTENT IS FOR THE CEILING GRID, MEP AND TECHNOLOGY SYSTEMS TO REMAIN IN PLACE
DURING THE WORK.
REMOVE EXISTING FIREPROOFING IN ALL ROOMS THIS AREA TO FACILITATE THE EVALUATION OF THE
THIRD FLOOR SLAB CONDITION. BEGIN REMOVAL AT LOCATIONS DIRECTED BY THE RE.
ONCE THE STRUCTURAL EVALUATION IS COMPLETE AND REVIEWED AND APPROVED BY THE VA,
REMOVE REMAINING AREAS AS FURTHER DIRECTED BY THE RE.
THE MEP SYSTEMS ONLY NEED TO BE RELOCATED AS INDICATED ON ME100 FOR STRUCTURAL
MODIFICATIONS RELATED TO BEAM REPAIR AS SHOWN ON THE PLAN. REFER TO 1/ME100 FOR
ADDITIONAL NOTES AND INFORMATION.
EXISTING CANOPY TO REMAIN. COVER AND PROTECT FROM ALL DAMAGE
CAREFULLY REMOVE EXISTING PLASTER EXPANSION JOINT PANEL INCLUDING ALL SURROUNDING
JOINT SEALANT. PLASTER PANEL CONTAINS ASBESTOS
EXISTING CONSTRUCTION NOT INCLUDED IN CONTRACT
EXISTING PLUMBING OR MECHANICAL DUCT - MECHANICAL DRAWING
EXISTING STRUCTURAL STEEL CROSS BRACING TO REMAIN, TYPICAL,
SEE STRUCTURAL SHEET SF203, SF204, SF205
REMOVE EXISTING RUBBISH CHASE TO 1'-0" BELOW FINISH FLOOR, VERIFY CONDITION AT SECOND
FLOOR
REMOVE DOOR & FRAME AND PORTION OF WALL AS REQUIRED AND PREPARE OPENING FOR DOOR &
FRAME REPLACEMENT COORDINATE SCHEDULING OF DOOR DEMOLITION AND REPLACEMENT WITH
THE RESIDENT ENGINEER
EXISTING TEMPORARY ENCLOSURE PARTITION, FIELD VERIFY EXTENT.
REMOVE WHEN CONSTRUCTION SCHEDULE DICTATES. COORDINATE WITH MEP.
REMOVE TREAD, RISER, FLOOR AND BASE FINISHES AS REQUIRED TO INSTALL FINISH MATERIAL
EXISTING METAL STUD PARTITION CONSTRUCTION
PROVIDE DRILLED OPENING FOR FIRE DEPARTMENT PIPE.
VERIFY PIPE LOCATION PROVIDES REQUIRED CODE CLEARANCES IN THE STAIRWELL
T
U
V
NOTE: NOT ALL THE KEYNOTES ARE USED ON THIS SHEET
X
Y
Z
Z.1
W
AX
AXAXAX
AU
AX
AX
AXAX
AX
AX
AX
AX
03.10.2023
NO. REVISIONS DATE
1 ADDENDUM #1 05/14/2024
AD4027
10/27/2023
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
520-317X
Dwg. of
BILOXI, MISSISSIPPI
C U s e rs \p c h o i\ D o c u m e n ts \1
V A
M C
-B ilo x i B u ild in g
R
C e n tr a l m o d e l
-9 -1
Y e u n y o u n g .r v t
/2
/2
:2
:5
A
M
AD402
DEMOLITION - INTERIOR
ELEVATIONS
RENOVATE BUILDING 1
3/8" = 1'-0"AD402
3/8" = 1'-0"AD402
3/8" = 1'-0"AD402
3/8" = 1'-0"AD402
3/8" = 1'-0"AD402
2 3/8" = 1'-0"AD402
11 11 1111
9 13 1112
A A AAB 11 11 1112 11 10
DE2 DE2
DE7
DE7
DE7
DE6
DE6 DE6
DE1DE1
3rd Floor 26' - 0"
4th Floor 39' - 0"
4th Floor 39' - 0"
5th Floor 52' - 0"
FOURTH FLOOR SFW OPENING ESW FOURTH FLOOR SFW OPENING ESW FIFTH FLOOR PW SS
THIRD FLOOR PW CSE THIRD FLOOR PW CSW
THIRD FLOOR PW CSS
LA CD
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
D
BID DOCUMENTS
Issue Date
DE7DE6
SEE STRUCTURAL
DRAWING, SHEET S404
NO. REVISIONS DATE
1 ADDENDUM #1 05/14/2024
DEMOLITION INTERIOR KEYED NOTES
DE1
DE2
DE3
DE4
DE5
DE6
DE7
DE8
REMOVE ALL WOOD SUPPORTS SURROUNDING
WINDOWS.
AREA OF TERRA COTTA BRICK TO BE REMOVED
(APPROXIMATELY 22" WIDE, VERIFY SIZE).
REMOVE STOREFRONT UNIT IN ITS ENTIRETY.
REMOVE LOOSE PLASTER NOT FIRMLY
ATTACHED/BONDED TO EXISTING MASONRY, TYPICAL.
REMOVE PUNCHED WINDOW UNIT IN ITS ENTIRETY
INCLUDING ALL SURROUNDING WOOD SUPPORTS.
REMOVE RECESSED METAL RADIATOR ENCLOSURE
BELOW WINDOW.
REMOVE ALL INTERIOR METAL STUDS, CONDUIT,
FURRING CHANNELS, PARTITION BRACING AND
APPURTENANCES.
CAREFULLY REMOVE BRICK UNDER THIS WINDOW.
REMOVE TEMPORARY PLYWOOD BARRIER.
EXPOSED EXISTING CIP CONCRETE COLUMN.
AREA OF TRIPLE WYTHE EXTERIOR WALL TO BE
REMOVED. PROVIDE VERTICAL SAWCUT AT ENDS.
DE9
DE10
DE11
DE5DE5 DE5 DE5 DE5 DE5 DE5
5TH FLOOR
52' - 0 9/32"
ATTIC
66' - 0"
FEDC D.8D.2
DE10
DE9DE9DE9
DE7
DE11
3/8" = 1'-0"AD402
7 FIFTH FLOOR
10/27/2023
DE5DE5DE5
1111111
11111
FIELD VERIFY STOOP CONDITION
AFTER WINDOW REMOVAL, TYPICAL
FIELD VERIFY
STOOP
CONDITION
AFTER WINDOW
REMOVAL,
TYPICAL
DE3 DE3
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
520-317X
Dwg. of
BILOXI, MISSISSIPPI
C U s e rs \p c h o i\ D o c u m e n ts \1
V A
M C
-B ilo x i B u ild in g
R
C e n tr a l m o d e l
-9 -1
Y e u n y o u n g .r v t
/2
/2
:2
:0
A
M
AE102
2ND FLOOR PLAN - SHELL RENOVATE BUILDING 1
UP
UPUP
UP
AE203
1 2 3 4 5 6 7 8 9
11 12
14 15 16 17 18 19 20 21 22
G
F
E
D
C
B
A
AE202
CENTRAL STAIR
2A101
WEST STAIR
2B110
EAST STAIR
2A133
AE202
B B B B B B B B B B
B
B
B
B C B C B C B C B C B C
BBBBBBBBBBBB
AE30
B
B
B
B
B
B
B
B B
F
3/32" = 1'-0"AE107
1 FLOOR PLAN - LEVEL 2
3/32" = 1'-0"AE101
1 1ST FLOOR PLAN - SHELL
2ND FLOOR PLAN SHELL
M
AE203
AE203
F
HH HH HHN N N AE304
AD212
E404
LA CD
LAUNDRY
CHUTE
AE5032AE126
AE5032AE126
AE5032AE126
CHAPEL
BUILDING
CHAPEL
BUILDING
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
Q
R
R
R
R
R
R
R R R
R
RR
R R
R
R R R
R R R R
R
R
R
R
R
R
R
R R R R
R
R
R
R R
R
R
R
R R
R
R R
R
R
R
0 8' 16' 32' BID DOCUMENTS
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS OR
UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK
AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ARCHITECT & RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THE AREA.
CONTRACTOR SHALL MAINTAIN SAFE METHODS OF EGRESS FOR OCCUPIED PORTIONS OF
BUILDING AND IN SITE AREA DURING CONSTRUCTION.
DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT & RESIDENT ENGINEER
BEFORE CONTINUING WITH THE CONSTRUCTION.
COORDINATE WORK WITH OTHER PHASES
COORDINATE SITE LAYOUT / ACCESS / WORK AREAS / LAYDOWN AREAS / PHASING WITH RESIDENT
ENGINEER.
ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF MASONRY, GYPSUM BOARD UNLESS NOTED
OTHERWISE
DIMENSIONS AT WINDOW LOCATIONS ARE TO BE COORDINATED WITH WINDOW SYSTEMS
SEE SHEET AE603 FOR CURTAINWALL AND WINDOW TYPES
SEE SHEET AE502 FOR TYPICAL CURTAINWALL AND COLUMN CONSTRUCTION DETAILS
SEE ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION
PROVIDE SEALANT AT INTERSECTIONS OF DISSIMILAR MATERIALS AND AROUND ALL
PENETRATIONS. WATERPROOF COATING TO RUN OVER THE TOP OF SEALANT, TYP
FLOOR PLAN GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
EXISTING TO REMAIN
FLOOR PLAN LEGEND
NEW CONSTRUCTION
KEYNOTE
WINDOW TYPE
EXISTING STRUCTURAL CROSS BRACING TO REMAIN
A
A
FLOOR PLAN KEYNOTES
PHASE II PHASE I
WORK IN THIS AREA CAN OCCUR
CONCURRENTLY WITH PHASES I & II
MAINTAIN ACCESS
TO THIS STAIR
THROUGHOUT
CONSTRUCTION
ON THIS FLOOR.
PROVIDE ICRA BARRIER AT
STAIR DOOR DURING WORK
OF THIS PHASE
PROVIDE ICRA BARRIER AT
STAIR DOOR DURING WORK
OF THIS PHASE
PHASE II: WEST HALF OF FLOOR, ALLOW 90
DAYS IN SCHEDULE FOR THIS AREA. ALLOW
30 DAY NOTIFICATION FOR VA TO VACATE
THIS AREA PROIR TO STARTING WORK IN
THIS AREA.
AFTER PHASE I: ALLOW 30
DAYS FOR VA FOR MOVE
MANAGEMENT OF STAFF.
NO EXIT AT
THIS LOCATION
MAINTAIN EMERGENCY
EGRESS FROM C WING
DURING PHASE II
SEAL OFF THESE
DOORS DURING
PHASE I
1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION. THE WORK
ON THIS FLOOR HAS BEEN DESIGNATED ICRA LEVEL IV.
2. THE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND PARTICULATE
MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER NEEDS TO BE SEALED
COMPLETELY WITH MIN 4 MIL FIRE RETARDANT POLY AND PAINTER'S TAPE OR DUCT TAPE
DURING CLASS II, III OR IV OPERATIONS. REPAIR SURFACE DAMAGED PER INSTALLATION OR
REMOVAL OF TEMPORARY CONSTRUCTION.
3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CLASS III OR CLASS IV CONSTRUCTION
OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE (0.02"WC) DURING THESE
OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION
AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.
4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON, PROVIDE A
REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE VA INFECTION CONTROL
NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION. PROVIDE AT
LEAST 10 WORKING DAYS NOTICE FOR EACH PERMIT.
5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO DECK/FLOOR
ABOVE. EXCEPTION. IF BARRIER IS ADJACENT TO SMOKE, FIRE, OR EXISTING WALL
CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND TERMINATES TO FLOOR OR DECK ABOVE,
THEN CONSTRUCT IC BARRIER FROM FLOOR TO ABOVE CORRIDOR CEILING WITH 4 MIL FIRE
RETARDANT POLY BEING SEALED ON ALL EDGES: FLOOR, TOP OF WALL, SIDES, AND ALL
PENETRATIONS. SEE DETAILS THIS SHEET. TAPE, MUD, SAND JOINTS AND PAINT ON NON-
CONSTRUCTION SIDE OF BARRIER.
6. GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS AT ALL
BARRIERS. MAINTAIN ALL INFECTION CONTROL STANDARDS. CONTROL BARRIERS ARE TO BE
INSTALLED AND REMOVED ONLY BEFORE 7:00 AM AND AFTER 8:00 PM.
7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE NEGATIVE PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN AREAS BETWEEN
1000 SF AND 5000 SF, AND (3) THREE FOR LARGER AREAS.
INFECTION CONTROL GENERAL NOTES
THE MEDICAL CENTER MUST MAINTAIN OPERATIONS 24 HOURS PER DAYS, 7 DAYS PER WEEK.
THE 1ST AND 2ND FLOORS OF THE BUILDING ARE FULLY OCCUPIED.
CONTRACTOR SHALL SCHEDULE AND PERFORM THE WORK ON THE UNDERSIDE OF THE 3RD FLOOR SLAB IN THREE (2) PHASES. EACH PHASE WILL BE DEFINED BY VA AND COORDINATED WITH CONTRACTOR THROUGH THE RESIDENT ENGINEERS. ALLOW 30 DAYS BETWEEN THE COMPLETION OF ONE PHASE AND
THE COMMENCEMENT OF THE SUBSEQUENT PHASE TO ALLOW VA TO VACATE OCCUPANTS OF THE
LATTER PHASE.
CONTRACTOR SHALL MAINTAIN SAFE AND SECURE ACCESS TO AND EGRESS FROM ALL AREAS OF THE
2ND FLOOR OCCUPIED BY VA, INCLUDING FUNCTIONING HVAC, PLUMBING, FIRE PROTECTION,
ELECTRICAL, LOW VOLTAGE/TECHNOLOGY SYSTEMS ON THIS FLOOR OUTSIDE OF THE IMMEDIATE WORK AREA (ACTIVE PHASE). TWO (2) EXITS MUST BE MAINTAINED AT ALL TIMES FROM THE OCCUPIED AREAS
OF THE FLOOR.
EACH PHASE OF WORK ON THE 2ND FLOOR SHALL BE RESTORED TO PRESENT CONDITION AND TURNED OVER TO OWNER FOR REACTIVATION AND OCCUPANCY BY VA PRIOR TO COMMENCING WORK ON THE
SUBSEQUENT PHASE.
PROVIDE TEMPORARY 1 HOUR RATED DUSTTIGHT PARTITIONS (INFECTION CONTROL -- ICRA BARRIERS) CONSISTING OF 5/8" GYP BD ON BOTH SIDES OF 3 5/8" METAL STUDS AT 16" OC WITH ALL EDGES AND PENETRATIONS SEALED AND HM DOOR ASSEMBLIES TO SEGREGATE THE WORK FROM OCCUPIED AREAS OF THE BUILDING. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION
FOR ADDITIONAL INFORMATION, SEE SPEC SECTION 01 00 00 GENERAL REQUIREMENTS, PARAGRAPH 1.6.H. AND 1.6.I AND STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS
OF THIS AREA.
PROTECT EXISTING CONSTRUCTION TO REMAIN, INCLUDING FLOORING MATERIALS, FROM DAMAGE
DURING CONSTRUCTION ACTIVITIES ON THIS FLOOR.
PHASING/SEQUENCING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
FM
PROVIDE ICRA BARRIER
AT DOOR DURING WORK
OF PHASE I ONLY
PHASE I: EAST HALF OF FLOOR, ALLOW 90
DAYS IN SCHEDULE FOR THIS AREA.
NO. REVISIONS DATE
1 ADDENDUM #1 05/14/2024
APPLY BLAST FILM TO INTERIOR OF ALL EXISTING WINDOW,
SEE SPECS SECTION 08 80 00.
APPLY GUNABLE SEALANT OVER BUTYL TAPE AT ALL EXISTING WINDOWS.
REINSTALL REFINISHED RAILINGS. FILL ANY SOCKETS IN STONE WITH EPOXY.
REMOVE BOTTOM OF POST S IF APPLICABLE AND PROVIDE L-BRACKET TO FASTEN
TO RAIL TO ADJACENT COLUMN.
REINSTALL SHUTTERS.
INFILL CAVITY WHERE TERRA COTTA BRICK WAS REMOVED,
SEE DETAILS…
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