R0007.pdf

PDF 3 MB Posted Apr 25, 2018

Attached to: Tactical Response Force Alert Facility at Malmstrom AFB, MT Federal contract opportunity
Solicitation number: W912DW18R0002
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment R0007. The purpose of this Amendment is to revise five drawings and Attachment 00 73 00-A.

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File	Type	Posted
R0008.pdf	PDF	Apr 26, 2018
Attachment_1_for_Section_00_22_16_Revised.docx	DOCX document	Apr 26, 2018
R0006.pdf	PDF	Apr 24, 2018
R0005.pdf	PDF	Apr 23, 2018
R0004.pdf	PDF	Apr 20, 2018
R0003.pdf	PDF	Apr 13, 2018
R0002.pdf	PDF	Apr 6, 2018
R0001.pdf	PDF	Apr 5, 2018
Part_1_of_3_Request_for_Proposal.PDF	PDF	Mar 23, 2018
Part_2_of_3_Specifications.pdf	PDF	Mar 23, 2018
Attachment_1_for_Section_00_22_16.docx	DOCX document	Mar 23, 2018
Part_3_of_3_Drawings.pdf	PDF	Mar 23, 2018

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W68MD970805559

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Request for Proposal (RFP) W912DW18R0002 Amendment R0007

(Please see continuation page for details)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 25-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW18R0002

X 9B. DATED (SEE ITEM 11)

23-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Apr-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text: R0007

1. This amendment seven (0007) provides for the following:

• Attachment 00 73 00-A, Index of Drawings (Revised)

• Drawing S-400, Enlarged Floor Plans (Revised)

• Drawing S-502, Concrete Details (Revised)

• Drawing S-505, Concrete Details (Revised)

• Drawing S-507, Foundation Details (Revised)

• Drawing S-523, Second Floor Framing Details (Revised)

2. The bid submittal time and date of 1:00:00 PM LOCAL TIME, 30 April 2018 remains the same.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on SF1442.

Encl:

Attachment 00 73 00-A (Revised) Drawing S-400 (Revised) Drawing S-502 (Revised) Drawing S-505 (Revised) Drawing S-507 (Revised) Drawing S-523 (Revised)

(End of Summary of Changes)

MAFB Tactical Response Force Alert Facility 16031 Malmstrom AFB, Great Falls, MT W912DW18R0002

00 73 00-A - 1 R0007

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING RECORD FILE NO. 225s/141-32-03, DATED: 23 October 2017

PAGE# SHEET# SHEET TITLE REVISION DATE

GENERAL

1 G-001 TITLE SHEET, LOCATION, & VICINITY MAP

2 G-002 DRAWING INDEX

3 G-003 DRAWING INDEX

4 G-004 LIFE SAFETY PLAN - FIRST FLOOR

5 G-005 LIFE SAFETY PLAN - SECOND FLOOR

CIVIL

6 C-001 GENERAL NOTES

7 C-002 LEGENDS, ABBREVIATIONS, & ALIGNMENT TABLES

8 C-003 KEY MAP

9 C-004 BASE BID PLAN

10 C-005 BID OPTIONS PLAN

11 C-006 SITE ACCESS PLAN

12 C-007 SURVEY POTHOLE INFORMATION

13 C-101 GEOTECH INFORMATION

14 C-102 GEOTECH INFORMATION

15 C-103 GEOTECH INFORMATION

16 C-104 EXISTING CONDITIONS, SITE DEMOLITION, & TESC PLAN

17 C-105 EXISTING CONDITIONS, SITE DEMOLITION, & TESC PLAN

18 C-106 SITE LAYOUT PLAN

19 C-107 SITE LAYOUT PLAN

20 C-108 GRADING & DRAINAGE PLAN R0003 12 APR 2018

21 C-109 GRADING & DRAINAGE PLAN

22 C-110 ENLARGED GRADING PLAN

23 C-111 SITE UTILITY PLAN

24 C-112 SITE UTILITY PLAN

25 C-113 SITE UTILITY PLAN

26 C-114 UTILITY PROFILES

27 C-115 UTILITY PROFILES

28 C-116 UTILITY PROFILES

29 C-117 SECTIONS & DETAILS

30 C-118 MISCELLANEOUS DETAILS

31 C-119 MISCELLANEOUS DETAILS

32 C-120 MISCELLANEOUS DETAILS

33 C-121 MISCELLANEOUS DETAILS

34 C-122 MISCELLANEOUS DETAILS

35 C-123 MISCELLANEOUS DETAILS

36 C-124 MISCELLANEOUS DETAILS

37 C-125 MISCELLANEOUS DETAILS

38 C-126 MISCELLANEOUS DETAILS

39 C-127 MISCELLANEOUS DETAILS

00 73 00-A - 2 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

LANDSCAPE

40 L-101 LANDSCAPE REFERENCE PLAN - SHEET 1

41 L-102 LANDSCAPE REFERENCE PLAN - SHEET 2

42 L-103 PLANTING PLAN - SHEET 1

43 L-104 PLANTING PLAN - SHEET 2

44 L-105 PLAZA ENTRY & BICYCLE RACK ENLARGEMENT PLANS

45 L-501 LANDSCAPE DETAILS

46 L-502 CHAIN LINK FENCE DETAILS

47 L-503 ELECTRIC SLIDING GATE DETAILS

48 L-504 CHAIN LINK DOUBLE SWING GATE

49 L-505 TURNSTILES & ADA GATE

50 L-506 TURNSTILE DETAILS

51 L-507 DUMPSTER DETAILS

52 L-508 STAIRS, RAMP & HANDRAIL DETAILS

53 L-509 MISCELLANEOUS DETAILS

STRUCTURAL

54 S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS

55 S-002 GENERAL STRUCTURAL NOTES

56 S-003 ABBREVIATIONS & LEGEND

57 S-007 ATFP PLAN

58 S-008 SCHEDULES & DIAGRAMS

59 S-009 WIND LOADS - COMPONENTS & CLADDING

60 S-010 LOADING DIAGRAMS

61 S-100 FOUNDATION PLAN - OVERALL

62 S-100A FOUNDATION PLAN - WEST R0003 12 APR 2018

63 S-100B FOUNDATION PLAN - EAST R0004 20 APR 2018

64 S-101 FIRST FLOOR PLAN - OVERALL

65 S-101A FIRST FLOOR PLAN - WEST R0006 24 APR 2018

66 S-101B FIRST FLOOR PLAN - EAST

67 S-101C FIRST FLOOR SLAB REINFORCEMENT - WEST

68 S-101D FIRST FLOOR SLAB REINFORCEMENT- EAST

69 S-102 SECOND FLOOR PLAN - OVERALL

70 S-102A SECOND FLOOR PLAN - WEST

71 S-102B SECOND FLOOR PLAN - EAST

72 S-103 ROOF PLAN - OVERALL

73 S-103A ROOF PLAN - WEST

74 S-103B ROOF PLAN - EAST

75 S-103C ROOF PLAN - GARAGE

76 S-200 FRAME ELEVATIONS

77 S-201 FRAME ELEVATIONS

78 S-202 FRAME ELEVATIONS

79 S-203 FRAME ELEVATIONS

80 S-204 FRAME ELEVATIONS

81 S-210 ATFP ELEVATIONS

82 S-211 ATFP ELEVATIONS

83 S-212 ATFP ELEVATIONS

00 73 00-A - 3 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

84 S-300 BUILDING SECTIONS

85 S-301 BUILDING SECTIONS

86 S-302 SCHEMATIC TRUSS PROFILES

87 S-400 ENLARGED FLOOR PLANS R0007 25 APR 2018

88 S-402 ENLARGED STAIR PLANS

89 S-410 WALL SECTIONS

90 S-411 WALL SECTIONS

91 S-412 WALL SECTIONS

92 S-413 WALL SECTIONS

93 S-414 WALL SECTIONS

94 S-420 WALL SECTIONS - BEARCAT GARAGE

95 S-421 WALL SECTIONS - BEARCAT GARAGE

96 S-500 CONCRETE DETAILS

97 S-501 CONCRETE DETAILS

98 S-502 CONCRETE DETAILS R0007 25 APR 2018

99 S-503 DRILLED PIER DETAILS

100 S-504 CONCRETE GRADE BEAM DETAILS

101 S-505 CONCRETE DETAILS R0007 25 APR 2018

102 S-506 FOUNDATION DETAILS

103 S-507 FOUNDATION DETAILS R0007 25 APR 2018

104 S-508 CONCRETE DETAILS - BEARCAT GARAGE

105 S-509 EXTERIOR STAIR & LANDING DETAILS

106 S-510 BASE PLATE DETAILS

107 S-520 TYPICAL STEEL DETAILS

108 S-521 TYPICAL STEEL DETAILS

109 S-522 SECOND FLOOR FRAMING DETAILS

110 S-523 SECOND FLOOR FRAMING DETAILS R0007 25 APR 2018

111 S-524 STAIR FRAMING DETAILS

112 S-530 ROOF FRAMING DETAILS

113 S-531 ROOF FRAMING DETAILS

114 S-532 ROOF FRAMING DETAILS

115 S-533 ROOF FRAMING DETAILS

116 S-540 ATFP TYPICAL ELEVATION

117 S-541 ATFP DETAILS & SECTIONS

118 S-542 ATFP DETAILS & SECTIONS, ANTENNA SUPPORT FRAME

119 S-561 TYPICAL COLD-FORMED DETAILS

ARCHITECTURAL

120 A-001 ABBREVIATIONS & LEGENDS

121 A-002 AIR BARRIER BOUNDARY

122 A-003 BUILDING ASSEMBLY LEGENDS

123 A-004 BUILDING PARTITION TYPES

124 A-005 TYPICAL MOUNTING HEIGHTS

125 A-101 OVERALL FLOOR PLANS

126 A-102 FIRST FLOOR PLAN - WEST

127 A-103 FIRST FLOOR PLAN - EAST

128 A-104 SECOND FLOOR PLAN - WEST

00 73 00-A - 4 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

129 A-105 SECOND FLOOR PLAN - EAST

130 A-106 FIRST FLOOR PARTITION PLAN - WEST

131 A-107 FIRST FLOOR PARTITION PLAN - EAST

132 A-108 SECOND FLOOR PARTITION PLAN - WEST

133 A-109 SECOND FLOOR PARTITION PLAN - EAST

134 A-110 ROOF PLAN

135 A-111 ROOF PLAN - WEST

136 A-112 ROOF PLAN - EAST

137 A-121 REFLECTED CEILING PLANS

138 A-122 FIRST FLOOR REFLECTED CEILING PLAN - WEST

139 A-123 FIRST FLOOR REFLECTED CEILING PLAN - EAST

140 A-124 SECOND FLOOR REFLECTED CEILING PLAN - WEST

141 A-125 SECOND FLOOR REFLECTED CEILING PLAN - EAST

142 A-130 FIRST FLOOR INTERIOR FINISHES PLAN - WEST

143 A-131 FIRST FLOOR INTERIOR FINISHES PLAN - EAST

144 A-132 SECOND FLOOR INTERIOR FINISHES PLAN - WEST

145 A-133 SECOND FLOOR INTERIOR FINISHES PLAN - EAST

146 A-180 FIRST FLOOR FURNITURE PLACEMENT PLAN - WEST

147 A-181 FIRST FLOOR FURNITURE PLACEMENT PLAN - EAST

148 A-182 SECOND FLOOR FURNITURE PLACEMENT PLAN - WEST

149 A-183 SECOND FLOOR FURNITURE PLACEMENT PLAN - EAST

150 A-201 EXTERIOR ELEVATIONS

151 A-202 ENLARGED EXTERIOR ELEVATIONS

152 A-203 ENLARGED EXTERIOR ELEVATIONS

153 A-204 ENLARGED EXTERIOR ELEVATIONS

154 A-301 BUILDING CROSS SECTIONS

155 A-302 BUILDING LONGITUDINAL SECTIONS

156 A-310 WALL SECTIONS

157 A-311 WALL SECTIONS

158 A-312 WALL SECTIONS

159 A-400 ENLARGED PLANS & SECTIONS

160 A-401 ENLARGED PLANS & SECTIONS

161 A-402 ENLARGED PLANS & SECTIONS

162 A-410 INTERIOR ELEVATIONS

163 A-411 INTERIOR ELEVATIONS

164 A-412 INTERIOR ELEVATIONS

165 A-413 INTERIOR ELEVATIONS

166 A-500 DOOR & WINDOW DETAILS

167 A-501 BUILDING ENVELOPE DETAILS

168 A-502 EXTERIOR DETAILS

169 A-503 WALL DETAILS

170 A-504 WALL DETAILS

171 A-505 EXTERIOR DETAILS

172 A-510 ROOF DETAILS

173 A-520 INTERIOR DETAILS

174 A-521 INTERIOR DETAILS

00 73 00-A - 5 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

175 A-522 INTERIOR DETAILS

176 A-530 STAIR & ELEVATOR DETAILS

177 A-601 COLORS & MATERIALS SCHEDULE

178 A-602 DOOR SCHEDULE

179 A-603 CURTAIN WALL TYPES & SCHEDULES

180 A-604 LOUVER SCHEDULE & DOOR/FRAME TYPES

181 A-605 ROOM FINISH SCHEDULES

182 A-606 SIGNAGE & TYPES

183 A-607 SIGNAGE & TYPES

184 A-608 SIGNAGE & TYPES

185 A-801 PERSPECTIVE VIEWS

FIRE PROTECTION

186 FA001 FIRE ALARM / MASS NOTIFICATION LEGEND & NOTES

187 FA002 FIRE ALARM / MASS NOTIFICATION NOTES

188 FA003 FIRE ALARM / MASS NOTIFICATION NOTES CONTINUED

189 FA004 FIRE ALARM / MASS NOTIFICATION SEQUENCE OF

OPERATIONS

190 FA005 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

191 FA006 FIRE ALARM / MASS NOTIFICATION ANTENA DETAIL

192 FA111 FIRST FLOOR FIRE ALARM PLAN - WEST

193 FA112 FIRST FLOOR FIRE ALARM PLAN - EAST

194 FA113 SECOND FLOOR FIRE ALARM PLAN - WEST

195 FA114 SECOND FLOOR FIRE ALARM PLAN - EAST

196 FX001 FIRE PROTECTION LEGEND, DESIGN CRITERIA, & FLOW TEST

197 FX002 FIRE PROTECTION GENERAL, SPECIAL, & CONSTRUCTION

NOTES

198 FX101 FIRE PROTECTION RISER DETAIL PLAN, EQUIPMENT LIST, &

CRITERIA

199 FX102 FIRE PROTECTION DETAIL ELEVATIONS, CONSTRUCTION

NOTES, SCHEDULES, & AUXILIARY RISER PLAN & ELEVATION

200 FX103 FIRE PROTECTION RISER DETAIL ELEVATIONS

201 FX111 FIRST FLOOR FIRE PROTECTION PLAN - WEST

202 FX112 FIRST FLOOR FIRE PROTECTION PLAN - EAST

203 FX113 SECOND FLOOR FIRE PROTECTION PLAN - WEST

204 FX114 SECOND FLOOR FIRE PROTECTION PLAN - EAST

205 FX121 FIRST FLOOR FIRE PROTECTION PIPING PLAN - WEST

206 FX122 FIRST FLOOR FIRE PROTECTION PIPING PLAN - EAST

207 FX123 SECOND FLOOR FIRE PROTECTION PIPING PLAN - WEST

208 FX124 SECOND FLOOR FIRE PROTECTION PIPING PLAN - EAST

209 FX125 ENLARGED FIRE PROTECTION PIPING PLANS

210 FX201 FIRE PROTECTION HYDRAULIC NODE SITE PLAN

211 FX202 FIRE PROTECTION RISER DETAIL HYDRAULIC NODE PLAN

212 FX203 FIRE PROTECTION AUXILIARY DRY SYSTEM RISER DETAIL

AND ELEVATIONS HYDRAULIC NODE PLAN

213 FX204 FIRE PROTECTION RISER DETAIL ELEVATIONS HYDRAULIC

NODE PLAN

214 FX205 FIRE PROTECTION FIRST FLOOR HYDRAULIC NODE PLAN -

00 73 00-A - 6 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

WEST

215 FX206 FIRE PROTECTION FIRST FLOOR HYDRAULIC NODE PLAN -

EAST

216 FX207 FIRE PROTECTION SECOND FLOOR HYDRAULIC NODE PLAN -

WEST

217 FX208 FIRE PROTECTION SECOND FLOOR HYDRAULIC NODE PLAN -

EAST

218 FX209 FIRE PROTECTION HYDRAULIC NODE PLANS

PLUMBING

219 P-001 PLUMBING LEGEND

220 PP101 UNDERGROUND PLUMBING PLAN - WEST

221 PP102 UNDERGROUND PLUMBING PLAN - EAST

222 PP103 FIRST FLOOR PLUMBING PLAN - WEST

223 PP104 FIRST FLOOR PLUMBING PLAN - EAST

224 PP105 SECOND FLOOR PLUMBING PLAN - WEST

225 PP106 SECOND FLOOR PLUMBING PLAN - EAST

226 PP107 ROOF PLUMBING PLAN - WEST

227 PP108 ROOF PLUMBING PLAN - EAST

228 PP401 ENLARGED PIPING PLANS

229 PP501 PLUMBING DETAILS I

230 PP502 PLUMBING DETAILS II

231 PP503 PLUMBING DETAILS III

232 PP504 DOMESTIC RISER DIAGRAM

233 PP505 WASTE RISER DIAGRAM

234 PP601 PLUMBING SCHEDULES I

235 PP602 PLUMBING SCHEDULES II

MECHANICAL

236 M-001 MECHANICAL LEGEND

237 MH101 FIRST FLOOR HVAC PLAN - WEST

238 MH102 FIRST FLOOR HVAC PLAN - EAST

239 MH103 SECOND FLOOR HVAC PLAN - WEST

240 MH104 SECOND FLOOR HVAC PLAN - EAST

241 MH105 ROOF HVAC PLAN - WEST

242 MH106 ROOF HVAC PLAN - EAST

243 MH121 FIRST FLOOR REFLECTED CEILING PLAN - WEST

244 MH122 FIRST FLOOR REFLECTED CEILING PLAN - EAST

245 MH123 SECOND FLOOR REFLECTED CEILING PLAN - WEST

246 MH124 SECOND FLOOR REFLECTED CEILING PLAN - EAST

247 MH301 MECHANICAL SECTIONS - MECHANICAL 121

248 MH302 MECHANICAL SECTIONS - MECHANICAL 203

249 MH303 MECHANICAL SECTIONS - MECHANICAL 228

250 MH401 FIRST FLOOR ENLARGED PLANS - MECHANICAL 121

251 MH402 SECOND FLOOR ENLARGED PLANS - MECHANICAL 228

252 MH403 SECOND FLOOR ENLARGED PLANS - MECHANICAL 203

253 MH501 MECHANICAL DETAILS I

254 MH502 MECHANICAL DETAILS II

00 73 00-A - 7 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

255 MH503 MECHANICAL DETAILS III

256 MH601 MECHANICAL SCHEDULES I

257 MH602 MECHANICAL SCHEDULES II

258 MH603 MECHANICAL SCHEDULES III

259 MH604 MECHANICAL SCHEDULES IV

260 MH605 MECHANICAL SCHEDULES V

261 MH606 MECHANICAL SCHEDULES VI

262 MH701 HYDRONIC HEATING SYSTEM DIAGRAM

263 MH702 CHILLED WATER SYSTEM DIAGRAM

264 MH703 MECHANICAL CONTROLS I

265 MH704 MECHANICAL CONTROLS II

266 MH705 MECHANICAL CONTROLS III

267 MH706 MECHANICAL CONTROLS IV

268 MH707 MECHCANICAL CONTROLS V

269 MH708 CONTROL POINTS TABLE

270 MP111 FIRST FLOOR HYDRONIC PIPING PLAN - WEST

271 MP112 FIRST FLOOR HYDRONIC PIPING PLAN - EAST

272 MP113 SECOND FLOOR HYDRONIC PIPING PLAN - WEST

273 MP114 SECOND FLOOR HYDRONIC PIPING PLAN - EAST

ELECTRICAL

274 E-001 SYMBOLS & ABBREVIATIONS

275 E-002 SITE POWER, LIGHTING, & SYSTEMS DEMOLITION PLAN

276 E-003 SITE POWER & LIGHTING PLAN

277 E-004 SITE SYSTEMS PLAN

278 E-101 FIRST FLOOR LIGHTING PLAN - WEST

279 E-102 FIRST FLOOR LIGHTING PLAN - EAST

280 E-103 SECOND FLOOR LIGHTING PLAN - WEST

281 E-104 SECOND FLOOR LIGHTING PLAN - EAST

282 E-111 FIRST FLOOR POWER PLAN - WEST

283 E-112 FIRST FLOOR POWER PLAN - EAST

284 E-113 SECOND FLOOR POWER PLAN - WEST

285 E-114 SECOND FLOOR POWER PLAN - EAST

286 E-121 FIRST FLOOR HVAC CIRCUITING PLAN - WEST

287 E-122 FIRST FLOOR HVAC CIRCUITING PLAN - EAST

288 E-123 SECOND FLOOR HVAC CIRCUITING PLAN - WEST

289 E-124 SECOND FLOOR HVAC CIRCUITING PLAN - EAST

290 E-131 FIRST FLOOR SYSTEMS PLAN - WEST

291 E-132 FIRST FLOOR SYSTEMS PLAN - EAST

292 E-133 SECOND FLOOR SYSTEMS PLAN - WEST

293 E-134 SECOND FLOOR SYSTEMS PLAN - EAST

294 E-141 GROUNDING PLAN - WEST

295 E-142 GROUNDING PLAN - EAST

296 E-151 LIGHTNING PROTECTION PLAN - WEST

297 E-152 LIGHTNING PROTECTION PLAN - EAST

298 E-401 ENLARGED PLANS - SHEET 1

299 E-402 ENLARGED PLANS - SHEET 2

00 73 00-A - 8 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

300 E-403 ENLARGED PLANS - SHEET 3

301 E-501 TYPICAL DETAILS - SHEET 1

302 E-502 TYPICAL DETAILS - SHEET 2

303 E-503 TYPICAL DETAILS - SHEET 3

304 E-504 TYPICAL DETAILS - SHEET 4

305 E-505 TYPICAL DETAILS - SHEET 5

306 E-506 TYPICAL DETAILS - SHEET 6

307 E-507 TYPICAL DETAILS - SHEET 7

308 E-508 TYPICAL DETAILS - SHEET 8

309 E-601 ONE-LINE DIAGRAM - SHEET 1 R0002 6 APR 2018

310 E-602 ONE-LINE DIAGRAM - SHEET 2

311 E-603 TYPICAL GROUNDING & BONDING SCHEMATIC DIAGRAM

312 E-604 NORMAL POWER FEEDER SCHEDULE & CIRCUIT ANALYSIS

313 E-605 EMERGENCY & STANDBY POWER FEEDER SCHEDULE &

CIRCUIT ANALYSIS

314 E-606 TYPICAL BRANCH CIRCUIT SCHEDULE & LABELING

315 E-607 PANEL SCHEDULES - SHEET 1

316 E-608 PANEL SCHEDULES - SHEET 2

317 E-609 PANEL SCHEDULES - SHEET 3

318 E-610 PANEL SCHEDULES - SHEET 4

319 E-611 PANEL SCHEDULES - SHEET 5

320 E-612 PANEL SCHEDULES - SHEET 6

321 E-613 PANEL SCHEDULES - SHEET 7

322 E-614 PANEL SCHEDULES - SHEET 8

323 E-615 PANEL SCHEDULES - SHEET 9

324 E-616 PANEL SCHEDULES - SHEET 10

325 E-617 PANEL SCHEDULES - SHEET 11

326 E-618 PANEL SCHEDULES - SHEET 12

327 E-619 PANEL SCHEDULES - SHEET 13

328 E-620 PANEL SCHEDULES - SHEET 14

329 E-621 PANEL SCHEDULES - SHEET 15

330 E-622 PANEL SCHEDULES - SHEET 16

331 E-623 PANEL SCHEDULES - SHEET 17

332 E-624 PANEL SCHEDULES - SHEET 18

333 E-625 PANEL SCHEDULES - SHEET 19

334 E-626 PANEL SCHEDULES - SHEET 20

335 E-627 PANEL SCHEDULES - SHEET 21

336 E-628 PANEL SCHEDULES - SHEET 22

337 E-629 PANEL SCHEDULES - SHEET 23

338 E-630 PANEL SCHEDULES - SHEET 24

339 E-631 PANEL SCHEDULES - SHEET 25

340 E-641 MECHANICAL EQUIPMENT CIRCUITING SCHEDULE

341 E-642 LUMINAIRE SCHEDULE

342 E-643 CONTROL DIAGRAMS - SHEET 1

343 E-644 CONTROL DIAGRAMS - SHEET 2

344 E-645 CONTROL DIAGRAMS - SHEET 3

00 73 00-A - 9 R0007

PAGE# SHEET# SHEET TITLE REVISION DATE

345 E-646 GENERATOR CALCULATIONS R0002 6 APR 2018

TELECOMMUNICATIONS

346 T-001 SYMBOLS & ABBREVIATIONS

347 T-002 SITE TELECOMMUNICATIONS PLAN

348 T-003 SITE TELECOMMUNICATIONS ROUTING PLAN

349 T-004 SITE BUTTERFLY DIAGRAMS

350 T-111 FIRST FLOOR TELECOMMUNICATIONS PLAN - WEST

351 T-112 FIRST FLOOR TELECOMMUNICATIONS PLAN - EAST

352 T-113 SECOND FLOOR TELECOMMUNICATIONS PLAN - WEST

353 T-114 SECOND FLOOR TELECOMMUNICATIONS PLAN - EAST

354 T-121 FIRST FLOOR CABLE TRAY PLAN - WEST

355 T-122 FIRST FLOOR CABLE TRAY LAYOUT - EAST

356 T-123 SECOND FLOOR CABLE TRAY LAYOUT - WEST

357 T-124 SECOND FLOOR CABLE TRAY LAYOUT - EAST

358 T-401 ENLARGED PLANS - SHEET 1

359 T-402 ENLARGED PLANS - SHEET 2

360 T-501 TYPICAL DETAILS - SHEET 1

361 T-502 TYPICAL DETAILS - SHEET 2

362 T-503 TYPICAL DETAILS - SHEET 3

363 T-601 TELECOMMUNICATIONS RISER DIAGRAM

364 T-602 TELECOMMUNICATIONS RISER DIAGRAM

365 T-603 TELECOMMUNICATIONS GROUNDING & BONDING

366 T-701 TELECOMMUNICATIONS ACCEPTANCE TESTING

REQUIREMENTS

CATHODIC PROTECTION

367 CP001 CATHODIC PROTECTION DETAILS

C.7 D

3.5

TOC 9' - 8"

12' - 7"

ROOF BEAM

B12xD18

8" CONC SLAB

SS6X

6X 5/

BP-8

6' - 0"

S-502

SS6X

6X 5/

BP-8

SS6X6X5/16BP-8

S-505

NOTES:

1. VAULT ROOF SLAB PER SCHEDULE 1/S-505.

2. VAULT ROOF BEAM PER 2/S-505.

3. LOCATE UTILITY OPENINGS TO AVOID

DISTURBING REBAR MAT, SEE 3/S-505.

4. STEEL PL 1/4" W/ 5/8"Øx3" WHS @ 24" OC

EACH WAY ON VAULT SIDE OF SLAB.

NOTE 4

C.1

C.3

C.4

C.8

1.6

3.2

C.7

C.5

W X

W12X19 W12X19 W12X19 W12X19

W12X19W12X19W12X19W12X19W12X19

W12X19

W X

W12X19 TOS:26' - 11"

TOS:26' - 11"

/3 S-400

NOTES:

1. TOS EL=26'-11" AFF UNO.

2. COORD ELEVATOR HOIST BEAM TOS ELEVATION W/ MFR, SEE 5/S-521.

3. COORD ELEVATOR HOIST BEAM LOCATION WITH ELEVATOR MFR.

NOTE:

TOS EL=26'-11" AFF UNO.

W X

TOS:28' - 1"

N O

T E

C.8 D.1

D.5

D.6

E E.1

E.3

E.4

E.6

E.7

G G.1D.3

1.9

D.9

E.8E.5

W12X19 W12X19 W12X19 W12X19

W12X19W12X19W12X19W12X19W12X19

TOS:26' - 11"

W12X19 W8X10

W8X10

/2 S-400

NOTE:

TOS EL=26'-11" AFF UNO.

TOS:25' - 11"

W21X44

W X

US Army Corps of Engineers ®

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1/8" = 1'-0"S-400

1 PLAN - VAULT ROOF SLAB

1/8" = 1'-0"S-400

2 TRAF EAVE T/STEEL-WEST

1/8" = 1'-0"S-400

3 TRAF EAVE T/STEEL-EAST

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NOTES:

1. SEE GENERAL NOTES FOR CONCRETE COVER REQUIREMENTS & BAR CLEARANCES.

2. CORNER BARS ARE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT.

3. REINFORCEMENT AT ALL CONCRETE WALL CORNERS, INTERSECTIONS AND ENDS TO BE FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL

SHOWN.

4. SEE 3/S-502 FOR DETAIL AT WALL CONSTRUCTION JOINTS.

5. SINGLE CURTAIN REINFORCEMENT SHALL BE PLACED AT WALL CENTERLINE UNLESS NOTED OTHERWISE.

6. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL IF TYPICAL VERTICAL REINFORCEMENT IS NOT IN PROPER LOCATION.

7. 90° STANDARD HOOK MAY BE SUBSTITUTED FOR CORNER BARS. USE 90° STANDARD HOOK FOR EMBEDMENT LESS THAN 24" PAST FACE OF WALL.

8. SEE 5/S-502 FOR REINFORCEMENT AT OPENINGS.

CORNER BAR TO MATCH TYP HORIZ

REINF

(4) ADDT'L VERT BARS

ADDT'L VERT BARS

SEE NOTE 6, TYP

TYP WALL REINF .

P E

R S

C H

E D

L b

END BAR SIZE AND SPACING TO

MATCH HORIZ WALL REINF3/4" CHAMFER, TYP

PER SCHED

ALTERNATE CORNER BAR

AS SHOWN

PER SCHED

(2) VERT, TYP

CONC WALL

PER PLAN

TYP WALL REINF .

NOTE:

OBTAIN APPROVAL OF ENGINEER FOR

LOCATION OF CONSTRUCTION JOINTS.

.TYP WALL REINF Lb

1 1/2" DEEP x 1/3 WALL WIDTH

KEY WAY

T H

E R

INE

H E

R S

GRID

#3 TIES @ 4"OC FULL HEIGHT

1' - 0"

(4) #7 VERT

PLAN

STL PL 1/4"x11 1/2"x8'-2" W/ 5/8"Øx3" WHS

@ 24" OC,

TYP EA SIDE OF COL

STL PL 1/4"x1'-0 1/2"x8'-2" W/ 5/8"Øx3" WHS @ 24" OC

3/16 2-6

TYP

3/16 2-6

TYP

SLAB PER PLAN

DOWELS TO MATCH

VERT REINF

VERT. REINF

TIE REINF

L d c

SLAB BLOCKOUT @

COLUMN. SEE 1/S-501

TOC EL

PER PLAN

TOC EL

PER PLAN

GRADE BEAM

PER PLAN

S-502

HSS COL PER PLAN

CONC BEAM PER PLAN

TYP WALL REINF

DOWELS TO MATCH

VERT REINF TYP

TOC EL

PER PLAN

WALL OPENING

PER PLAN

ADD (1) #5x4'-0"

EA CORNER, TYP

(2) #5 HORIZ

(2) #5 EA SIDE OF OPN'G

EXTEND FULL HT, TYP

NOTE:

1. REINFORCING SHOWN IS MINIMUM. SEE

PLANS AND WALL SECTIONS FOR

ADDITIONAL REQUIRED

REINFORCEMENT.

TYP

2' - 0" MIN

US Army Corps of Engineers ®

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3/4" = 1'-0"S-502

2 TYP HORIZ REINF PLACING DETAIL FOR CONCRETE WALLS AND STEM WALLS

1" = 1'-0"S-502

3 WALL CONSTRUCTION JOINTS

1 1/2" = 1'-0"S-502

4 COLUMN REINFORCEMENT

1/2" = 1'-0"S-502

1 CONCRETE COLUMN AT VAULT

1/2" = 1'-0"S-502

5 CONCRETE WALL REINF AROUND OPENING

M A

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D E

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L A

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TOP INT LONG

ACI STD HOOK (MIN OF 2

BARS EXT INTO SUPPORT)

BOT CONT

SUPPORT

0.25 L1

(3)-#4, CONT

0.3 L1

TOC EL

PER PLAN

S/2 S

0.15L1

0.3L2

0.15L2

0.25L1 0.25L2

NOTE:

SEE 3/S-500 FOR STRUCTURAL SLAB CONSTRUCTION JOINT.

BOT CTR

(6)-#4, CONT

TOP EDGE SUPP

MIDSPAN

TOP INT SHORT

TEMPERATURE

REINF

PER PLAN

CANTILEVER

12"

(3) #5 TOP & BOT

#4 @ 12" OC

STL PL 1/4" W/ 5/8"Øx3"

WHS @ 24" OC EW, TYP

STL PL 1/4"x9 3/4"x

BEAM LENGTH W/

5/8"Øx3" WHS

@ 24" OC, TYP EA SIDE

OF BEAM

STL PL 1/4"x1'-0 1/2"x

BEAM LENGTH W/

5/8"Øx3" WHS @ 24" OC

3/16 2-6

TYP

REINF SPACED

@ 9" OC EW

FIT UTILITY OPG

BETWEEN SLAB REINF

US Army Corps of Engineers ®

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1/2" = 1'-0"S-505

1 TYPICAL ONE-WAY SLAB REINFORCING DETAIL

ONE-WAY SLAB REINFORCEMENT SCHEDULE

MARK THICKNESS

SUPPORTS MIDSPAN

TEMPERATURE

REINFORCEMENT

REMARKSTOP EDGE

SUPP.

TOP INT

SUPP, LONG

TOP INT

SUPP, SHORT

BOT CTR BOT CONT

S6A 6" #5@12" #5@24" #5@24" #5@24" #5@24" #5@18" AT BATHROOM DEPRESSIONS, BEARCAT GARAGE

S8A 8" #5@12" #5@24" #5@24" #5@24" #5@24" #5@18" TYPICAL FLOOR SLAB

S8B 8" #5@9" #5@9" #5@9" #5@9" #5@9" #5@9" VAULT ROOF SLAB

S12A 12" #5@12" #5@24" #5@24" #5@24" #5@24" #5@12" WEAPONS VAULT FLOOR

1" = 1'-0"S-505

2 VAULT ROOF BEAM DETAIL

1" = 1'-0"S-505

3 UTILITY AT VAULT ROOF SLAB

M A

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TOC EL

PER PLAN

VAULT

SLAB PER PLAN, TYP

CONC WALL PER

PLAN W/ #4 @ 9" OC

EW, EF, STAGGERED

SEE 2/S-502

#4 x4'-0" DOWELS

TO MATCH VERT

VERT WALL REINF

STL PL 1/4" W/

5/8"Øx3" WHS @ 24" OC EW

NOTE:

FOR ADDITIONAL

INFORMATION SEE

S-506

T Y

TOC EL

0' - 0"

VAULT

SLAB PER PLAN, TYP

VAULT WALL

PER 6/ S-507

#4 x4'-0" DOWELS

TO MATCH VERT

VERT WALL REINF

STL PL 1/4" W/

5/8"Øx3" WHS @

24" OC EW

NOTE:

FOR ADDITIONAL

INFORMATION SEE

S-506

T Y

GRADE BEAM

PER PLAN & SCHED

8" VOID FORM,

TYP BELOW GRADE BEAM

SLAB PER PLAN

1' - 6"

TOC EL

PER PLAN

C-F WALL PER PLAN

VENEER PER ARCH

8" VOID FORM,

TYP BELOW

STRUCT SLAB

8"4"

VAULT

NOTE:

FOR ADDITIONAL

INFORMATION SEE

S-506

VAULT WALL

PER 6/S-507

PAVING PER CIVIL

1/2" EXP JOINT MATERIAL

NOTE:

SEE 9/S-500 FOR

GRADE BEAM

ASSEMBLY

TOC EL

0' - 0"

8" VOID FORM,

TYP BELOW

STRUCT SLAB

CURTAIN WALL

PER ARCH

SLOPE PER CIVIL

GRADE BEAM PER PLAN

& SCHED BEYOND GRADE BEAM PER

PLAN & SCHED

PAVING

PER CIVIL

SLAB PER PLAN

1/2" EXP

JOINT

MATERIAL

HSS6x6 COL PER PLAN

SUPPORTED ON GRADE

BEAM BEYOND

VENEER PER

ARCH, TYP

A T

W A

L K

-O F

F M

A T

D E

P R

E S

S S

E D

S L A

C L R

/ 2

7 1/2"

ROTATE AS REQ'D TO FIT

BAR STD HOOK IN SLAB

1' - 6"

3' - 11" 4' - 10"

8' - 9" *

3" 3"

SS6X

6X 5/

SS5X

5X 1/

SS6X

6X 5/

SS6X6X5/16

SS5X

5X 1/

SS6X

6X 5/

BP-7

BP-1

BP-7

BP-1

SS6X

6X 5/

BP9

1' - 6"

SUMP PIT

48"

S-507

NOTE:

*VERIFY & COORDINATE

DIMENSIONS WITH ELEVATOR MFR

2' - 9" 2' - 2"

48"

18"

TOC EL= -4' - 0"

S-507

SLAB PER PLAN

TOC EL

PER PLAN

L4x4x1/4x DOOR OPN'G WIDTH W/ 3/4"øx6" HSA @ 18" OC

PVC WATERSTOP W/

WELDED JOINTS

#5 @ 12" OC EW T&B

@ 12" OC

REBAR TO MATCH SIZE & SPACING OF

SLAB REINF

#4 @ 12" OC EF

NOTES:

1. VERIFY ELEVATOR PIT SIZE AND DEPTH WITH ARCHITECTURAL DRAWINGS.

2. VERIFY DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION.

3. SEE 5/S-507 FOR SUMP PIT.

4. 12" VOID FORM BELOW ELEVATOR PIT SLAB.

5. SEE 2/S-500 FOR PIT SLAB ASSEMBLY INCLUDING HARDBOARD AND VAPOR BARRIER OVER VOID FORM.

SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS AND NOTES.

ELEVATOR WALL PER ARCH

TOC EL

PER PLAN

1' - 1"

VOID FORM ,TYP

(N O

T E

(SEE NOTE 1)

ELEVATOR PIT SIZE

GRADE BEAM PER

PLAN & SCHED

SLAB PER PLAN

C-F WALL PER PLAN.

PROVIDE STUDS EA SIDE OF COL

VENEER PER ARCH

W10 COL PER PLAN

PAVING PER CIVIL

1/2" EXP JOINT MATERIAL

1' - 6"

@ 12" OC

(2) #5 CONT

RAISED FLR AT

COMPUTER ROOM

NOTE:

FOR ADDITIONAL

INFORMATION SEE

S-506

TOC EL

0' - 0"

SIMULATOR FLR

10 1/2"

PVC WATERSTOP W/

WELDED JOINTS

18" x 18" x 18" SUMP PIT. SEE NOTE 1

GALV L4x3x1/4 LLV W/ 1/2"ø EXP ANCHORS @ 12" OC

(3 1/2" MIN EMBED DEPTH)

(3) #5

@ 12" OC

24"

GALV GRATING

#4 @ 12" OC

NOTES:

1. VERIFY SUMP PIT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER

PRIOR TO CONSTRUCTION.

2. FOR INFORMATION NOT SHOWN SEE ELEVATOR PIT SECTION.

3. 12" VOID FORM BELOW SUMP PIT SLAB.

4. SEE 2/S-500 FOR PIT SLAB ASSEMBLY INCLUDING HARDBOARD AND VAPOR

BARRIER OVER VOID FORM. SEE ARCHITECTURAL DRAWINGS FOR

WATERPROOFING DETAILS AND NOTES.

ELEVATOR PIT

WALL

PIER BEYOND

1' - 1"

SLAB PER PLAN

L4x4x1/4x DOOR OPN'G WIDTH W/ 3/4"øx6" HSA @ 18" OC

REBAR TO MATCH SIZE

& SPACING OF SLAB REINF

ELEVATOR WALL PER ARCH

TOC EL

PER PLAN

SLAB PER PLAN, TYP

#5 @ 12" OC

P E

R P

L A

N D

E P

R E

S S

GRADE BEAM PER

PLAN & SCHED, TYP

#5 @ 12" OC

DOWEL TO GRADE

BEAM

GRADE BEAM BEYOND

US Army Corps of Engineers ®

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3/4" = 1'-0"S-507

6 SECTION AT VAULT INT WALL

3/4" = 1'-0"S-507

8 SECTION AT VAULT INT WALL

3/4" = 1'-0"S-507

7 SECTION AT VAULT EXT WALL

1" = 1'-0"S-507

1 SECTION AT NORTH ENTRY

1/2" = 1'-0"S-507

2 PLAN AT ELEVATOR PIT

1" = 1'-0"S-507

4 ELEVATOR PIT SECTION

3/4" = 1'-0"S-507

3 DROPPED SLAB AT COMPUTER RM

1" = 1'-0"S-507

5 SUMP PIT AT ELEVATOR

M A

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3/4" = 1'-0"S-507

9 SECTION AT COMPUTER ROOM SLAB

C-F WALL PER PLAN W/

SLIP CONN @ FLR PER

BEAM PER PLAN

DECK SLAB PER PLAN

LEVEL 2 TOC

EL PER PLAN

S-541

LEVEL 2 TOC

EL PER PLAN

DECK SLAB

PER PLAN

BEAM PER

PLAN, TYP

C-F WALL

PER PLAN

9'-0" CLR

TO FIN FLR

ARMS VAULT WALL

PER 7/S-507

ARMS VAULT ROOF SLAB

PER PLAN ON S-400

STL PL 1/4" W/

5/8"Øx3" WHS

@ 24" OC EW

3/16

TYP

BENT PL1/4x0'-3"

EA SIDE OF JAMB

ELEVATION

3/16

TYP

STL ROOF DECK

CONN TO L5x5 PER

3/16

HSS5x2 HORIZ

ATFP MULLION,

TYP

BENT PL PER 5/S-541

W/ #5x2'-0" @ 12"OC

LEVEL 2 TOC

EL PER PLAN

DECK SLAB PER

PLAN, TYP

BEAM PER PLAN

WALL STUD PER

PLAN W/ SLIP CONN

TO BEAM

(1/S-542 FOR JAMB)

HSS VERT

ATFP JAMB

PER ELEV

ROOF JOIST

PER PLAN

#5x4'-0" CTR @ JAMB

(#5

AT CORNER OF BAY

WINDOW)

CONN PER

S-532

STIFF PL EA SIDE

AT ATFP JAMB

2 1/2"

L5x5x5/16 AT

ATFP JAMB

2' - 11"

BEAM & ATFP FRM'G

ROOF PER ARCH

BENT PL PER

L5x5x5/16 @ 5'-3"± OC

ROOF DECK PER PLAN

S-531

ATFP FRAMING

S-531

BEAM PER PLAN

DECK SLAB

PER PLAN

BEAM & COL

#5 CONT

C-F WALL PER PLAN

CONN TO SLAB PER 5/S-541

TOC EL

PER PLAN

BEAM PER PLAN

3/16 4-8

L5x3x1/4 LLH W/ STIFF

PL1/4 @ 4'-0" OC

DECK BRG

2" MIN

TOS EL

PER PLAN

TOS EL

PER PLAN

TOS EL

PER PLAN

EDGE FORM BY MTL

DECK INSTALLER

M A

P E

R P

L A

FLATTEN DECK

AS REQ'D

#5 CONT

BEAM PER PLAN,

TYP

BEAM PER PLAN, TYP

TOS EL

PER PLAN

DECK SLAB PER PLAN, TYP

US Army Corps of Engineers ®

SHEET OF

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1" = 1'-0"S-523

3 WALL TO FLOOR CONN

1" = 1'-0"S-523

2 SECTION AT VAULT ROOF

1" = 1'-0"S-523

9 SECTION AT LEVEL 2 BAY WINDOW

1" = 1'-0"S-523

1 EXTERIOR WALL AT LEVEL 2

1 1/2" = 1'-0"S-523

6 SECTION AT FLOOR STEP

1 1/2" = 1'-0"S-523

5 SECTION AT FLOOR STEP

1" = 1'-0"S-523

4 SECTION AT CORRIDOR

M A

R K

D E

S C

N D

A T

D D

N A

L S

T E

E L P

L A

T E

A T

V A

U L T

Amendment Narrative

Attachment 00 73 00-A

Drawing S-400

Drawing S-502

Drawing S-505

Drawing S-507

Drawing S-523

File details come from the government source that posted it.