ATT 09 - 251216---619-21-106---VA-Montgomery---FINAL-STRUCTURAL.pdf

ARCHITECTURAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

PHONE: (206) 590-2118

DESIGN TEAM

CIVIL

ELECTRICAL/OIT

SPEES DESIGN BUILD

MECHANICAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

PHONE: (206) 590-2118

RCDD

WSP

211 N BROADWAY, #2800

ST. LOUIS, MO, 63102

PHONE: (615) 571-8922

STRUCTURAL

WSP

211 N BROADWAY, #2800

ST. LOUIS, MO, 63102

PHONE: (615) 571-8922

WSP

211 N BROADWAY, #2800

ST. LOUIS, MO, 63102

PHONE: (615) 571-8922

PROJECT INFORMATION

STATE:

COUNTY:

JURISDICTION:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL IMPROVE,

RECONFIGURE, EXPAND, AND RENOVATE

EXISTING SPACES FOR NEW

TELECOMMUNICATION ROOMS, AND THE

CONSTRUCTION OF NEW DATA CENTER.

APPLICABLE BUILDINGS:

01, 04, 05, 06, 07, 08, 12, 13, 14, 40, 99 (DATA CENTER)

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDANT ON

EACH INDIVIDUAL ROOM LOCATION.

ALABAMA

MONTGOMERY

MONTGOMERY

GOV, VETERANS AFFAIRS

BUILDING TYPE

BUILDING 01 - MEDICAL

BUILDING 04 - MEDICAL

BUILDING 05 - NON-MEDICAL

BUILDING 06 - NON-MEDICAL

BUILDING 07 - NON-MEDICAL

BUILDING 08 - NON-MEDICAL

BUILDING 12 - NON-MEDICAL

BUILDING 13 - NON-MEDICAL

BUILDING 14 - NON-MEDICAL

BUILDING 40 - MEDICAL

BUILDING 99 - NON-MEDICAL

SIGNATURE LINE

COR

BUILDINGS WITHIN THE SCOPE OF THIS PROJECT

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM (CAVHS) WEST CAMPUS - MONTGOMERY, AL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

A/E:

STAMPCONSULTANT/DISCIPLINE

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

/1 /2

:5

:2 a m

B

IM

/6

-2

-1 a

V A

M o n tg o m e ry

E H

R M

/V A

M Y

G

E N

S H

E E

T S

S

D B

.r v t

G-001

COVER SHEET

JG/JS JS

100% CONSTRUCTION

DOCUMENTS

10/24/2025

619-21-106EHRM INFRASTRUCTURE

UPGRADES - MONTGOMERY

VA AL - CENTRAL ALABAMA (WEST CAMPUS)

215 PERRY HILL ROAD, MONTGOMERY, AL 36109

EHRM INFRASTRUCTURE UPGRADES - MONTGOMERY

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM (CAVHS) WEST CAMPUS

215 PERRY HILL ROAD MONTGOMERY, AL 36109-3798

PROJECT #: 619-21-106

NOT TO SCALE

LOCATION MAP

TRUE

NORTH

1" = 160'-0"

VICINITY PLAN

PROJECT

NORTH

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM (CAVHS)

- MONTGOMERY, AL

Revisions: Date:

JG/JS

DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

1 OF 407 G-001 COVER SHEET

2 OF 407 G-002 DRAWING INDEX

CIVIL

3 OF 407 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 407 C-002 GENERAL NOTES AND LEGEND

5 OF 407 CD200 MCR BUILDING DEMOLITION PLAN

6 OF 407 CS100 OVERALL CIVIL SITE PLAN

7 OF 407 CS200 MCR BUILDING SITE PLAN

8 OF 407 CS201 MCR BUILDING HORIZONTAL CONTROL PLAN

9 OF 407 CG100 OVERALL EROSION CONTROL PLAN

10 OF 407 CG101 EROSION CONTROL GENERAL NOTES AND DETAILS

11 OF 407 CG200 MCR BUILDING EROSION CONTROL PLAN

12 OF 407 CG201 MCR BUILDING GRADING AND DRAINAGE PLAN

13 OF 407 CG202 MCR BUILDING STORMWATER BMP PLAN

14 OF 407 CU200 MCR BUILDING UTILITY PLAN

15 OF 407 CU250 CIVIL UTILITY CONSTRUCTION DETAILS

16 OF 407 CU300 OVERALL FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

17 OF 407 CU301 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

18 OF 407 CU302 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

19 OF 407 CU303 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

20 OF 407 CU304 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

21 OF 407 CU500 COMMUNICATION DUCTBANK DETAILS

22 OF 407 CU501 COMMUNICATION TRENCHING DETAILS

23 OF 407 CU502 BUILDING CONNECTION DETAILS

STRUCTURAL

24 OF 407 S-001 STRUCTURAL GENERAL NOTES

25 OF 407 S-002 STRUCTURAL GENERAL NOTES

26 OF 407 S-003 ABRREVIATIONS AND SYMBOLS

27 OF 407 S-101 FOUNDATION PLAN

28 OF 407 S-111 ROOF PLAN

29 OF 407 S-201 STRUCTURAL WALL ELEVATIONS

30 OF 407 S-202 STRUCTURAL WALL ELEVATIONS

31 OF 407 S-501 TYPICAL CONCRETE DETAILS

32 OF 407 S-502 CONCRETE FOUNDATION DETAILS

33 OF 407 S-511 TYPICAL STRUCTURAL STEEL DETAILS

34 OF 407 S-512 TYPICAL STRUCTURAL STEEL DETAILS

35 OF 407 S-531 TYPICAL CMU WALL DETAILS

36 OF 407 S-532 TYPICAL CMU WALL DETAILS

37 OF 407 S-541 MECHANICAL ANCHORAGE DETAILS

38 OF 407 S-542 TYPICAL DETAILS-CABINET TO CFS FRAMED WALL

39 OF 407 S-543 TYPICAL DETAILS-CABINET TO WOOD FRAMED WALL

40 OF 407 S-544 TYPICAL DETAILS-CABINET TO CONCRETE AND CMU WALL

41 OF 407 S-545 TYPICAL PENETRATIONS IN EXISTING STRUCTURE

ENVIRONMENTAL

42 OF 407 001HA100 BLDG 01 - LVL 00G - ABATEMENT DRAWINGS

43 OF 407 001HA101 BLDG 01 - LVL 01 - ABATEMENT DRAWINGS

44 OF 407 001HA102 BLDG 01 - LVL 02 - ABATEMENT DRAWINGS

45 OF 407 001HA103 BLDG 01 - LVL 03 - ABATEMENT DRAWINGS

46 OF 407 001HA104 BLDG 01 - LVL 04 - ABATEMENT DRAWINGS

47 OF 407 001HA105 BLDG 01 - LVL 05 - ABATEMENT DRAWINGS

48 OF 407 004HA100 BLDG 04 - LVL 00 - ABATEMENT DRAWINGS

49 OF 407 004HA101 BLDG 04 - LVL 01 - ABATEMENT DRAWINGS

50 OF 407 005HA100 BLDG 05 - LVL 01 - ABATEMENT DRAWINGS

51 OF 407 006HA100 BLDG 06 - LVL 01 - ABATEMENT DRAWINGS

52 OF 407 007HA100 BLDG 07 - LVL 01 - ABATEMENT DRAWINGS

53 OF 407 008HA100 BLDG 08 - LVL 01 - ABATEMENT DRAWINGS

54 OF 407 012HA100 BLDG 12 - LVL 01 - ABATEMENT DRAWINGS

55 OF 407 013HA100 BLDG 13 - LVL 1 - ABATEMENT DRAWINGS

56 OF 407 014HA100 BLDG 14 - LVL 00 - ABATEMENT DRAWINGS

57 OF 407 040HA100 BLDG 40 - LVL 00 - ABATEMENT DRAWINGS

ARCHITECTURAL

58 OF 407 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

59 OF 407 AS101 ICRA DETAILS

60 OF 407 AS102 ICRA STANDARDS

61 OF 407 01AS100B BLDG 01 -LVL 00B -PHASING PLAN

62 OF 407 01A-100G BLDG 01 -LVL 00G -ARCHITECTURAL PLAN

63 OF 407 01AS100G BLDG 01 -LVL 00G -PHASING PLAN

64 OF 407 01A-400Ga BLDG 01 -LVL 00G -DEMO, FLOOR PLANS & RCPS

65 OF 407 01A-400Gb BLDG 01 -LVL 00G -DEMO, FLOOR PLANS & RCPS

66 OF 407 01A-101 BLDG 01 -LVL 01 -ARCHITECTURAL PLAN

67 OF 407 01AS101 BLDG 01 -LVL 01 -PHASING PLAN

68 OF 407 01A-401a BLDG 01 -LVL 01 -DEMO, FLOOR PLANS & RCPS

69 OF 407 01A-401b BLDG 01 -LVL 01 -DEMO, FLOOR PLANS & RCPS

70 OF 407 01A-102 BLDG 01 -LVL 02 -ARCHITECTURAL PLAN

71 OF 407 01AS102 BLDG 01 -LVL 02 -PHASING PLAN

72 OF 407 01A-402a BLDG 01 -LVL 02 -DEMO, FLOOR PLANS & RCPS

73 OF 407 01A-402b BLDG 01 -LVL 02 -DEMO, FLOOR PLANS & RCPS

74 OF 407 01A-103 BLDG 01 -LVL 03 -ARCHITECTURAL PLAN

75 OF 407 01AS103 BLDG 01 -LVL 03 -PHASING PLAN

76 OF 407 01A-403a BLDG 01 -LVL 03 -DEMO, FLOOR PLANS & RCPS

77 OF 407 01A-403b BLDG 01 -LVL 03 -DEMO, FLOOR PLANS & RCPS

78 OF 407 01A-104 BLDG 01 -LVL 04 -ARCHITECTURAL PLAN

79 OF 407 01AS104 BLDG 01 -LVL 04 -PHASING PLAN

80 OF 407 01A-404a BLDG 01 -LVL 04 -DEMO, FLOOR PLANS & RCPS

81 OF 407 01A-404b BLDG 01 -LVL 04 -DEMO, FLOOR PLANS & RCPS

82 OF 407 01A-105 BLDG 01 -LVL 05 -ARCHITECTURAL PLAN

83 OF 407 01AS105 BLDG 01 -LVL 05 -PHASING PLAN

84 OF 407 01A-405 BLDG 01 -LVL 05 -DEMO, FLOOR PLANS & RCPS

85 OF 407 01AS106 BLDG 01 -LVL 06 -PHASING PLAN

86 OF 407 04A-100 BLDG 04 -LVL 00 -ARCHITECTURAL PLAN

87 OF 407 04AS100 BLDG 04 -LVL 00 -PHASING PLAN

88 OF 407 04A-400a BLDG 04 -LVL 00 -DEMO, FLOOR PLAN & RCP

89 OF 407 04A-400b BLDG 04 -LVL 00 -DEMO, FLOOR PLAN & RCP

90 OF 407 04A-101 BLDG 04 -LVL 01 -ARCHITECTURAL PLAN

91 OF 407 04AS101 BLDG 04 -LVL 01 -PHASING PLAN

92 OF 407 04A-401 BLDG 04 -LVL 01 -DEMO, FLOOR PLANS & RCPS

93 OF 407 05A-101 BLDG 05 -LVL 01 -ARCHITECTURAL PLAN

94 OF 407 05AS101 BLDG 05 -LVL 01 -PHASING PLAN

95 OF 407 05A-401 BLDG 05 -LVL 01 -DEMO, FLOOR PLANS & RCPS

96 OF 407 06AS100 BLDG 06 -LVL 00 -PHASING PLAN

97 OF 407 06A-101 BLDG 06 -LVL 01 -ARCHITECTURAL PLAN

98 OF 407 06AS101 BLDG 06 -LVL 01 -PHASING PLAN

99 OF 407 06A-401 BLDG 06 -LVL 01 -DEMO, FLOOR PLANS AND RCPS

100 OF 407 06AS102 BLDG 06 -LVL 02 -PHASING PLAN

101 OF 407 07AS100 BLDG 07 -LVL 00 -PHASING PLAN

102 OF 407 07A-101 BLDG 07 -LVL 01-ARCHITECTURAL PLAN

103 OF 407 07AS101 BLDG 07 -LVL 01 -PHASING PLAN

104 OF 407 07A-401 BLDG 07 -LVL 01 -DEMO, FLOOR PLANS & RCPS

105 OF 407 07AS102 BLDG 07 -LVL 02 -PHASING PLAN

106 OF 407 08AS100 BLDG 08 -LVL 00 -PHASING PLAN

107 OF 407 08A-101 BLDG 08 -LVL 01 -ARCHITECTURAL PLAN

108 OF 407 08AS101 BLDG 08 -LVL 01 -PHASING PLAN

109 OF 407 08A-401 BLDG 08 -LVL 01 -DEMO, FLOOR PLANS & RCPS

110 OF 407 08AS102 BLDG 08 -LVL 02 -PHASING PLAN

111 OF 407 12A-101 BLDG 12 -LVL 01 -ARCHITECTURAL PLAN

112 OF 407 12AS101 BLDG 12 -LVL 01 -PHASING PLAN

113 OF 407 12A-401 BLDG 12 -LVL 01 -DEMO, FLOOR PLANS & RCPS

114 OF 407 13A-101 BLDG 13 -LVL 1 -ARCHITECTURAL PLAN

115 OF 407 13AS101 BLDG 13 -LVL 01 -PHASING PLAN

116 OF 407 13A-401 BLDG 13 -LVL 01 -DEMO, FLOOR PLANS & RCPS

117 OF 407 14AS100 BLDG 14 -LVL 00 -PHASING PLAN

118 OF 407 14A-101 BLDG 14 -LVL 01 -ARCHITECTURAL PLAN

119 OF 407 14AS101 BLDG 14 -LVL 01 -PHASING PLAN

120 OF 407 14A-401 BLDG 14 -LVL 01 -DEMO, FLOOR PLANS & RCPS

121 OF 407 40A-100 BLDG 40 -LVL 00 -ARCHITECTURAL PLAN

122 OF 407 40AS100 BLDG 40 -LVL 00 -PHASING PLAN

123 OF 407 40A-400 BLDG 40 -LVL 00 -DEMO, FLOOR PLANS & RCPS

124 OF 407 A-101 BLDG 99 -FLOOR PLAN

125 OF 407 A-102 BLDG 99 -FIRE LIFE SAFETY PLAN

126 OF 407 A-103 BLDG 99 -ROOF PLAN

127 OF 407 A-104 BLDG 99 -RCP

128 OF 407 A-605 BLDG 99 -EXTERIOR DETAILS

129 OF 407 A-606 BLDG 99 -INTERIOR DETAILS AND ELEVATIONS AND EQUIPMENT SCHEDULE

130 OF 407 AE201 BLDG 99 -ELEVATIONS

131 OF 407 AE202 BLDG 99 -ELEVATIONS

132 OF 407 AE301 BLDG 99 -BUILDING SECTIONS

133 OF 407 AE401 BLDG 99 -WALL SECTIONS

134 OF 407 A-601 ROOM FINISH SCHEDULE

135 OF 407 A-602 DOOR DETAILS

136 OF 407 A-603 DETAILS

137 OF 407 A-604 DETAILS

138 OF 407 AE421 ELEVATIONS, TYPICAL DETAILS & TR WALL PLAN VIEW

139 OF 407 AW001 SIGNAGE MESSAGE SCHEDULE

140 OF 407 AW002 SIGNAGE LOCATION PLAN & DETAILS

FIRE PROTECTION

141 OF 407 FX001 FIRE PROTECTION GENERAL NOTES, ABBREVIATION & LEGENDS

142 OF 407 099-FX101 BUILDING -099 -LEVEL -01 -FIRE PROTECTION PLAN

143 OF 407 FX501 FIRE PROTECTION DETAILS & SCHEDULE

PLUMBING

144 OF 407 P-001 PLUMBING GENERAL NOTES

145 OF 407 P-002 PLUMBING GENERAL NOTES, ABBREVIATIONS & LEGENDS

146 OF 407 099-P-101 BUILDING -099 -FOUNDATION -PLUMBING PLAN

147 OF 407 099-P-102 BUILDING -099 -LEVEL -01 -PLUMBING PLAN

148 OF 407 099-P-103 BUILDING -099 -ROOF -PLUMBING PLAN

149 OF 407 P-501 PLUMBING DETAILS

MECHANICAL

150 OF 407 M-001 MECHANICAL GENERAL NOTES

151 OF 407 M-002 MECHANICAL ABBREVIATION & LEGENDS

152 OF 407 001-M-101 BUILDING -001 -LEVEL -00 -MECHANICAL OVERALL PLAN

153 OF 407 001-M-102 BUILDING -001 -LEVEL -01 -MECHANICAL OVERALL PLAN

154 OF 407 001-M-103 BUILDING -001 -LEVEL -02 -MECHANICAL OVERALL PLAN

155 OF 407 001-M-104 BUILDING -001 -LEVEL -03 -MECHANICAL OVERALL PLAN

156 OF 407 001-M-105 BUILDING -001 -LEVEL -04 -MECHANICAL OVERALL PLAN

157 OF 407 001-M-106 BUILDING -001 -LEVEL -05 -MECHANICAL OVERALL PLAN

158 OF 407 001-M-107 BUILDING -001 -LEVEL -06 -MECHANICAL OVERALL PLAN

159 OF 407 001-M-108 BUILDING -001 -LEVEL -07 -MECHANICAL OVERALL PLAN

160 OF 407 001-M-401 BUILDING -001 -LEVEL -00 -DEMOLITION, FLOOR PLANS & RCPS

161 OF 407 001-M-402 BUILDING -001 -LEVEL -00 -DEMOLITION, FLOOR PLANS & RCPS

162 OF 407 001-M-403 BUILDING -001 -LEVEL -00 -PARTIAL FLOOR PLAN

163 OF 407 001-M-404 BUILDING -001 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

164 OF 407 001-M-405 BUILDING -001 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

165 OF 407 001-M-406 BUILDING -001 -LEVEL -02 -DEMOLITION, FLOOR PLANS & RCPS

166 OF 407 001-M-407 BUILDING -001 -LEVEL -02 -DEMOLITION, FLOOR PLANS & RCPS

167 OF 407 001-M-408 BUILDING -001 -LEVEL -03 -DEMOLITION, FLOOR PLANS & RCPS

168 OF 407 001-M-409 BUILDING -001 -LEVEL -03 -DEMOLITION, FLOOR PLANS & RCPS

169 OF 407 001-M-410 BUILDING -001 -LEVEL -04 -DEMOLITION, FLOOR PLANS & RCPS

170 OF 407 001-M-411 BUILDING -001 -LEVEL -04 -DEMOLITION, FLOOR PLANS & RCPS

171 OF 407 001-M-412 BUILDING -001 -LEVEL -05 -DEMOLITION, FLOOR PLANS & RCPS

172 OF 407 001-M-413 BUILDING -001 -LEVEL -06 -FLOOR PLAN

173 OF 407 001-M-414 BUILDING -001 -LEVEL -07 -ROOF PLAN

174 OF 407 004-M-101 BUILDING -004 -LEVEL -00 -OVERALL PLAN

175 OF 407 004-M-102 BUILDING -004 -LEVEL -01 -OVERALL PLAN

176 OF 407 004-M-401 BUILDING -004 -LEVEL -00 -DEMOLITION & FLOOR PLANS

177 OF 407 004-M-402 BUILDING -004 -LEVEL -00 -DEMOLITION & RCPS

178 OF 407 004-M-403 BUILDING -004 -LEVEL -00 -FLOOR PLAN

179 OF 407 004-M-404 BUILDING -004 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

180 OF 407 005-M-101 BUILDING -005 -LEVEL -01 -OVERALL PLAN

181 OF 407 005-M-401 BUILDING -005 -LEVEL -01 -DEMOLITION & FLOOR PLANS

182 OF 407 006-M-101 BUILDING -006 -LEVEL -01 -OVERALL PLAN

183 OF 407 006-M-401 BUILDING -006 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

184 OF 407 007-M-101 BUILDING -007 -LEVEL -01 -OVERALL PLAN

185 OF 407 007-M-401 BUILDING -007 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

186 OF 407 008-M-101 BUILDING -008 -LEVEL -01 -OVERALL PLAN

187 OF 407 008-M-401 BUILDING -008 -LEVEL -01 -DEMOLITION & FLOOR PLANS

188 OF 407 012-M-101 BUILDING -012 -LEVEL -01 -OVERALL PLAN

189 OF 407 012-M-401 BUILDING -012 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

190 OF 407 013-M-101 BUILDING -013 -LEVEL -01 -OVERALL PLAN

191 OF 407 013-M-401 BUILDING -013 -LEVEL -01 -DEMOLITION, FLOOR PLANS & RCPS

192 OF 407 040-M-101 BUILDING -040 -LEVEL -00 -OVERALL PLAN

193 OF 407 040-M-401 BUILDING -040 -LEVEL -00 -DEMOLITION, FLOOR PLANS & RCPS

194 OF 407 099-MH101 BUILDING -099 -LEVEL -01 -HVAC DUCT PLAN

195 OF 407 099-MH102 BUILDING -099 -LEVEL -01 -HVAC RCP

196 OF 407 099-MH103 BUILDING -099 -ROOF -HVAC PLAN

197 OF 407 099-MP101 BUILDING -099 -LEVEL -01 -HVAC PIPING PLAN

198 OF 407 099-M-301 DATA CENTER -SECTION VIEW

199 OF 407 099-M-302 DATA CENTER -SECTION VIEW

200 OF 407 099-M-303 GENERATOR BUILDING -SECTION VIEW

201 OF 407 M-501 MECHANICAL DETAILS I

202 OF 407 M-502 MECHANICAL DETAILS II

203 OF 407 M-601 MECHANICAL SCHEDULES I

204 OF 407 M-602 MECHANICAL SCHEDULES II

205 OF 407 M-603 MECHANICAL SCHEDULES II

206 OF 407 M-701 MECHANICAL CONTROLS I

207 OF 407 M-702 MECHANICAL CONTROLS II

208 OF 407 M-703 MECHANICAL CONTROLS III

209 OF 407 M-704 MECHANICAL CONTROLS IV

210 OF 407 M-705 MECHANICAL CONTROLS V

211 OF 407 M-706 MECHANICAL CONTROLS VI

212 OF 407 M-800 DATA CENTER - PRESSURE MAP PLAN

ELECTRICAL

213 OF 407 EG001 ABBREVIATIONS, GENERAL NOTES

214 OF 407 EG002 ELECTRICAL LEGENDS

215 OF 407 ES001 ELECTRICAL FACILITY SITE PLAN

216 OF 407 ES002 ENLARGED SITE -ELECTRICAL PLAN -EXISTING

217 OF 407 ES003 ENLARGED SITE -ELECTRICAL PLAN -REVISED

218 OF 407 01EP100 BLDG 01 -LEVEL 00 -ELECTRICAL PLAN

219 OF 407 01EP101 BLDG 01 -LEVEL 01 -ELECTRICAL PLAN

220 OF 407 01EP102 BLDG 01 -LEVEL 02 -ELECTRICAL PLAN

221 OF 407 01EP103 BLDG 01 -LEVEL 03 -ELECTRICAL PLAN

222 OF 407 01EP104 BLDG 01 -LEVEL 04 -ELECTRICAL PLAN

223 OF 407 01EP106 BLDG 01 -LEVEL 06 -ELECTRICAL PLAN

224 OF 407 01EP107 BLDG 01 -LEVEL 07-ELECTRICAL PLAN

225 OF 407 04EP100 BLDG 04 -LEVEL 00 -ELECTRICAL PLAN

226 OF 407 05EP101 BLDG 05 -LEVEL 01 -ELECTRICAL PLAN

227 OF 407 06EP100 BLDG 06 -LEVEL 00 -ELECTRICAL PLAN

228 OF 407 07EP100 BLDG 07 -LEVEL -00 -ELECTRICAL PLAN

229 OF 407 07EP101 BLDG 07 -LEVEL -01 -ELECTRICAL PLAN

230 OF 407 08EP100 BLDG 08 -LEVEL -00 -ELECTRICAL PLAN

231 OF 407 12EP100 BLDG 12 -LEVEL 00 -ELECTRICAL PLAN

232 OF 407 13EP100 BLDG 13 -LEVEL 00 -ELECTRICAL PLAN

233 OF 407 14EP100 BLDG 14 -LEVEL 00 -ELECTRICAL PLAN

234 OF 407 40EP100 BLDG 40 -LEVEL 00 -ELECTRICAL PLAN

235 OF 407 99EL101 DATA CENTER -LIGHTING PLAN

236 OF 407 99EP101 DATA CENTER -POWER PLAN

237 OF 407 99EP102 DATA CENTER -POWER PLAN -MECHANICAL EQUIPMENT

238 OF 407 99EP103 DATA CENTER -POWER PLAN -RECEPTACLE

239 OF 407 99EG101 DATA CENTER -GROUNDING PLAN

240 OF 407 99EG102 DATA CENTER -GROUNDING PLAN -LIGHTNING PROTECTION

241 OF 407 99EF101 DATA CENTER -FIRE ALARM SYSTEM PLAN

242 OF 407 99EP201 DATA CENTER -EXTERIOR ELEVATION PLANS

243 OF 407 99EP202 DATA CENTER -EXTERIOR ELEVATION PLANS

244 OF 407 01EP400a BLDG 01 -LEVEL -00 -ENLARGED ELECTRICAL PLANS

245 OF 407 01EP400b BLDG 01 -LEVEL -00 -ENLARGED ELECTRICAL PLANS

246 OF 407 01EP400c BLDG 01 -LEVEL -00 -ENLARGED ELECTRICAL PLANS

247 OF 407 01EP400d BLDG 01 -LEVEL -00 -ENLARGED ELECTRICAL PLANS

248 OF 407 01EP400e BLDG 01 -LEVEL -00 -ENLARGED ELECTRICAL PLANS

249 OF 407 01EP401a BLDG 01 -LEVEL -01 -ENLARGED ELECTRICAL PLANS

250 OF 407 01EP401b BLDG 01 -LEVEL -01 -ENLARGED ELECTRICAL PLANS

251 OF 407 01EP402a BLDG 01 -LEVEL -02 -ENLARGED ELECTRICAL PLANS

252 OF 407 01EP402b BLDG 01 -LEVEL -02 -ENLARGED ELECTRICAL PLANS

253 OF 407 01EP403a BLDG 01 -LEVEL -03 -ENLARGED ELECTRICAL PLANS

254 OF 407 01EP403b BLDG 01 -LEVEL -03 -ENLARGED ELECTRICAL PLANS

255 OF 407 01EP404a BLDG 01 -LEVEL -04 -ENLARGED ELECTRICAL PLANS

256 OF 407 01EP404b BLDG 01 -LEVEL -04 -ENLARGED ELECTRICAL PLANS

257 OF 407 01EP405 BLDG 01 -LEVEL -05 -ENLARGED ELECTRICAL PLANS

258 OF 407 04EP400a BLDG 04 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

259 OF 407 04EP400b BLDG 04 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

260 OF 407 04EP400c BLDG 04 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

261 OF 407 04EP401 BLDG 04 -LEVEL 01 -ENLARGED ELECTRICAL PLANS

262 OF 407 05EP401 BLDG 05 -LEVEL 01 -ENLARGED ELECTRICAL PLANS

263 OF 407 06EP401 BLDG 06 -LEVEL 01 -ENLARGED ELECTRICAL PLANS

264 OF 407 07EP401 BLDG 07 -LEVEL 01 -ENLARGED ELECTRICAL PLANS

265 OF 407 08EP401 BLDG 08 -LEVEL -01 -ENLARGED ELECTRICAL PLANS

266 OF 407 12EP400 BLDG 12 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

267 OF 407 13EP400 BLDG 13 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

268 OF 407 14EP401 BLDG 14 -LVL 01 -ENLARGED ELECTRICAL PLAN

269 OF 407 40EP400 BLDG 40 -LEVEL 00 -ENLARGED ELECTRICAL PLANS

270 OF 407 EP501 ELECTRICAL DETAILS

271 OF 407 EP502 ELECTRICAL DETAILS

272 OF 407 EP503 ELECTRICAL DETAILS

273 OF 407 EP504 ELECTRICAL DETAILS

274 OF 407 EP505 ELECTRICAL DETAILS

275 OF 407 EP506 ELECTRICAL DETAILS

276 OF 407 EP507 ELECTRICAL DETAILS

277 OF 407 EP508 ELECTRICAL DETAILS

278 OF 407 EP509 ELECTRICAL DETAILS

279 OF 407 EP510 ELECTRICAL DETAILS

280 OF 407 EP511 ELECTRICAL DETAILS

281 OF 407 EP512 ELECTRICAL DETAILS

282 OF 407 EF601 FIRE ALARM SYSTEMS RISER DIAGRAM AND MATRICES

283 OF 407 EG601 TELECOMMUNICATIONS BONDING RISER DIAGRAM

284 OF 407 00EP601 MEDIUM VOLTAGE -ONE-LINE DIAGRAM -EXISTING

285 OF 407 00EP611 MEDIUM VOLTAGE -ONE-LINE DIAGRAM -REVISED

286 OF 407 01EP601 BLDG 01 -ONE-LINE DIAGRAM -PART 1 OF 2 -EXISTING

287 OF 407 01EP602 BLDG 01 -ONE-LINE DIAGRAM -PART 2 OF 2 -EXISTING

288 OF 407 01EP611 BLDG 01 -ONE-LINE DIAGRAM -PART 1 OF 2 -REVISED

289 OF 407 01EP612 BLDG 01 -ONE-LINE DIAGRAM -PART 2 OF 2 -REVISED

290 OF 407 04EP601 BLDG 04 -ONE-LINE DIAGRAM -EXISTING

291 OF 407 04EP611 BLDG 04 -ONE-LINE DIAGRAM -REVISED

292 OF 407 05EP601 BLDG 05 -ONE-LINE DIAGRAM

293 OF 407 06EP601 BLDG 06 -ONE-LINE DIAGRAMS

294 OF 407 07EP601 BLDG 07 -ONE-LINE DIAGRAMS

295 OF 407 08EP601 BLDG 08 -ONE-LINE DIAGRAM

296 OF 407 12EP601 BLDG 12 -ONE-LINE DIAGRAMS

297 OF 407 13EP601 BLDG 13 -ONE-LINE DIAGRAM -EXISTING

298 OF 407 13EP611 BLDG 13 -ONE-LINE DIAGRAM -REVISED

299 OF 407 14EP601 BLDG 14 -ONE-LINE DIAGRAMS

300 OF 407 40EP601 BLDG 40 -ONE-LINE DIAGRAMS

301 OF 407 99EP601 DATA CENTER -ONE-LINE DIAGRAM

302 OF 407 EP701 ELECTRICAL SCHEDULES

303 OF 407 01EP701 ELECTRICAL SCHEDULES

304 OF 407 01EP702 ELECTRICAL SCHEDULES

305 OF 407 01EP703 ELECTRICAL SCHEDULES

306 OF 407 01EP704 ELECTRICAL SCHEDULES

307 OF 407 01EP705 ELECTRICAL SCHEDULES

308 OF 407 01EP706 ELECTRICAL SCHEDULES

309 OF 407 04EP701 ELECTRICAL SCHEDULES

310 OF 407 05EP701 ELECTRICAL SCHEDULES

311 OF 407 06EP701 ELECTRICAL SCHEDULES

312 OF 407 07EP701 ELECTRICAL SCHEDULES

313 OF 407 08EP701 ELECTRICAL SCHEDULES

314 OF 407 12EP701 ELECTRICAL SCHEDULES

315 OF 407 13EP701 ELECTRICAL SCHEDULES

316 OF 407 14EP701 ELECTRICAL SCHEDULES

317 OF 407 40EP701 ELECTRICAL SCHEDULES

318 OF 407 99EP701 ELECTRICAL SCHEDULES

319 OF 407 99EP702 ELECTRICAL SCHEDULES

TELECOM

320 OF 407 TNG001 ABBREVIATIONS, AND SHEET INDEX

321 OF 407 TNG002 GENERAL NOTES

322 OF 407 TNG003 TELECOMMUNICATIONS LEGEND

323 OF 407 01TN1000 BLDG 01 -LEVEL 000 -TELECOMMUNICATIONS PLAN

324 OF 407 01TN100 BLDG 01 -LEVEL 00 -TELECOMMUNICATIONS PLAN

325 OF 407 01TN101 BLDG 01 -LEVEL 01 -TELECOMMUNICATIONS PLAN

326 OF 407 01TN102 BLDG 01 -LEVEL 02 -TELECOMMUNICATIONS PLAN

327 OF 407 01TN103 BLDG 01 -LEVEL 03 -TELECOMMUNICATIONS PLAN

328 OF 407 01TN104 BLDG 01 -LEVEL 04 -TELECOMMUNICATIONS PLAN

329 OF 407 01TN105 BLDG 01 -LEVEL 05 -TELECOMMUNICATIONS PLAN

330 OF 407 01TN106 BLDG 01 -LEVEL 06 -TELECOMMUNICATIONS PLAN

331 OF 407 04TN100 BLDG 04 -LEVEL 00 -TELECOMMUNICATIONS PLAN

332 OF 407 04TN101 BLDG 04 -LEVEL 01 -TELECOMMUNICATIONS PLAN

333 OF 407 05TN101 BLDG 05 -LEVEL 01 -TELECOMMUNICATIONS PLAN

334 OF 407 06TN100 BLDG 06 -LEVEL 00 -TELECOMMUNICATIONS PLAN

335 OF 407 06TN101 BLDG 06 -LEVEL 01 -TELECOMMUNICATIONS PLAN

336 OF 407 06TN102 BLDG 06 -LEVEL 02 -TELECOMMUNICATIONS PLAN

337 OF 407 07TN100 BLDG 07 -LEVEL -00 -TELECOMMUNICATIONS PLAN

338 OF 407 07TN101 BLDG 07 -LEVEL -01 -TELECOMMUNICATIONS PLANS

339 OF 407 07TN102 BLDG 07 -LEVEL -02 -TELECOMMUNICATIONS PLAN

340 OF 407 08TN100 BLDG 08 -LEVEL -00 -TELECOMMUNICATIONS PLAN

341 OF 407 08TN101 BLDG 08 -LEVEL -01 -TELECOMMUNICATIONS PLAN

342 OF 407 08TN102 BLDG 08 -LEVEL -02 -TELECOMMUNICATIONS PLAN

343 OF 407 12TN100 BLDG 12 -LEVEL 00 -TELECOMMUNICATIONS PLAN

344 OF 407 13TN100 BLDG 13 -LEVEL 00 -TELECOMMUNICATIONS PLAN

345 OF 407 14TN100 BLDG 14 -LEVEL 00 -TELECOMMUNICATIONS PLAN

346 OF 407 14TN101 BLDG 14 -LEVEL 01 -TELECOMMUNICATIONS PLAN

347 OF 407 40TN100 BLDG 40 -LEVEL 00 -TELECOMMUNICATIONS PLAN

348 OF 407 99TN101 DATA CENTER -TELECOMMUNICATIONS PLAN

349 OF 407 99TN102 DATA CENTER -HORIZONTAL DISTRIBUTION OVERHEAD PLAN

350 OF 407 99TN103 DATA CENTER -FIBER BACKBONE OVERHEAD PLAN

351 OF 407 01TN400a BLDG 01 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

352 OF 407 01TN400b BLDG 01 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

353 OF 407 01TN400c BLDG 01 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

354 OF 407 01TN400d BLDG 01 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

355 OF 407 01TN400e BLDG 01 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

356 OF 407 01TN401a BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

357 OF 407 01TN401b BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

358 OF 407 01TN401c BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

359 OF 407 01TN401d BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

360 OF 407 01TN401e BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

361 OF 407 01TN401f BLDG 01 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

362 OF 407 01TN402a BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

363 OF 407 01TN402b BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

364 OF 407 01TN402c BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

365 OF 407 01TN402d BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

366 OF 407 01TN402e BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

367 OF 407 01TN402f BLDG 01 -LEVEL 02 -ENLARGED TELECOMMUNICATIONS PLANS

368 OF 407 01TN403a BLDG 01 -LEVEL 03 -ENLARGED TELECOMMUNICATIONS PLANS

369 OF 407 01TN403b BLDG 01 -LEVEL 03 -ENLARGED TELECOMMUNICATIONS PLANS

370 OF 407 01TN403c BLDG 01 -LEVEL 03 -ENLARGED TELECOMMUNICATIONS PLANS

371 OF 407 01TN403d BLDG 01 -LEVEL 03 -ENLARGED TELECOMMUNICATIONS PLANS

372 OF 407 01TN403e BLDG 01 -LEVEL 03 -ENLARGED TELECOMMUNICATIONS PLANS

373 OF 407 01TN404a BLDG 01 -LEVEL 04 -ENLARGED TELECOMMUNICATIONS PLANS

374 OF 407 01TN404b BLDG 01 -LEVEL 04 -ENLARGED TELECOMMUNICATIONS PLANS

375 OF 407 01TN404c BLDG 01 -LEVEL 04 -ENLARGED TELECOMMUNICATIONS PLANS

376 OF 407 01TN404d BLDG 01 -LEVEL 04 -ENLARGED TELECOMMUNICATIONS PLANS

377 OF 407 01TN404e BLDG 01 -LEVEL 04 -ENLARGED TELECOMMUNICATIONS PLANS

378 OF 407 01TN405a BLDG 01 -LEVEL 05 -ENLARGED TELECOMMUNICATIONS PLANS

379 OF 407 01TN405b BLDG 01 -LEVEL 05 -ENLARGED TELECOMMUNICATIONS PLANS

380 OF 407 04TN400a BLDG 04 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

381 OF 407 04TN400b BLDG 04 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

382 OF 407 04TN400c BLDG 04 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

383 OF 407 04TN401a BLDG 04 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

384 OF 407 04TN401b BLDG 04 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

385 OF 407 05TN401 BLDG 05 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

386 OF 407 06TN401 BLDG 06 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

387 OF 407 07TN401a BLDG 07 -LEVEL -01 -ENLARGED TELECOMMUNICATIONS PLANS

388 OF 407 07TN401b BLDG 07 -LEVEL -01 -ENLARGED TELECOMMUNICATIONS PLANS

389 OF 407 08TN401a BLDG 08 -LEVEL -01 -ENLARGED TELECOMMUNICATIONS PLANS

390 OF 407 08TN401b BLDG 08 -LEVEL -01 -ENLARGED TELECOMMUNICATIONS PLANS

391 OF 407 08TN402 BLDG 08 -LEVEL -02 -ENLARGED TELECOMMUNICATIONS PLANS

392 OF 407 12TN400 BLDG 12 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

393 OF 407 13TN400a BLDG 13 -LEVEL 0 -ENLARGED TELECOMMUNICATIONS PLANS

394 OF 407 13TN400b BLDG 13 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

395 OF 407 14TN401a BLDG 14 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

396 OF 407 14TN401b BLDG 14 -LEVEL 01 -ENLARGED TELECOMMUNICATIONS PLANS

397 OF 407 40TN400a BLDG 40 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

398 OF 407 40TN400b BLDG 40 -LEVEL 00 -ENLARGED TELECOMMUNICATIONS PLANS

399 OF 407 TN501 TELECOMMUNICATIONS DETAILS

400 OF 407 TN502 TELECOMMUNICATIONS DETAILS

401 OF 407 TN503 TELECOMMUNICATIONS DETAILS

402 OF 407 TN504 TELECOMMUNICATIONS DETAILS

403 OF 407 TN505 TELECOMMUNICATIONS DETAILS

404 OF 407 TN506 TELECOMMUNICATIONS DETAILS

405 OF 407 TN601 SITE FIBER RISER DIAGRAM -CORE A

406 OF 407 TN602 SITE FIBER RISER DIAGRAM -CORE B

407 OF 407 TN701 TELECOMMUNICATIONS SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

A/E:

STAMPCONSULTANT/DISCIPLINE

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

/3 /2

:1

:1

P M

B

IM

/6

-2

-1 a V

A M o n tg o m e ry E

H R

M /V

A M

Y G

E N

S H

E E

T S

S

D B

.r v t

G-002

DRAWING INDEX

JG/JS JS

100% CONSTRUCTION

DOCUMENTS

10/24/2025

619-21-106EHRM INFRASTRUCTURE

UPGRADES - MONTGOMERY

VA AL - CENTRAL ALABAMA (WEST CAMPUS)

215 PERRY HILL ROAD, MONTGOMERY, AL 36109

Revisions: Date:

WSP USA Inc.

1201 Pacific Ave, Suite 550 Tacoma WA, 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/1 /2

:1

:5

P M

B

IM

/6

-2

-1 a V

A M o n tg o m e ry E

H R

M /V

A M

Y

D A

T A

C E

N T

E R

S

T R

.r v t

S-001

STRUCTURAL GENERAL NOTES

BUILDING #99

NRT JKM

100% CONSTRUCTION

DOCUMENTS

10/24/2025

619-21-106EHRM INFRASTRUCTURE

UPGRADES - MONTGOMERY

VA AL - CENTRAL ALABAMA (WEST CAMPUS)

215 PERRY HILL ROAD, MONTGOMERY, AL 36109

SNOW LOAD

SNOW LOAD IMPORTANCE FACTOR, Is

GROUND SNOW LOAD, Pg

SNOW LOAD ON FLAT ROOFS, Pf

EXPOSURE CATEGORY

SNOW LOAD EXPOSURE FACTOR, Ce

THERMAL FACTOR, Ct

1.2

5 PSF

3.8 PSF

FULLY EXPOSED

0.90

1.0

VALUEDESIGN PARAMETER

WIND LOAD

BASIC WIND SPEED (3-SEC GUST), V

WIND EXPOSURE CATEGORY

ENCLOSURE CLASSIFICATION

INTERNAL PRESSURE COEFFICIENT

124 MPH

B

ENCLOSED

±0.18

VALUEDESIGN PARAMETER

SEISMIC IMPORTANCE FACTOR, Ie

SITE LOCATION

SOIL SITE CLASS

MAPPED SPECTRAL ACCELERATION

DESIGN SPECTRAL ACCELERATION

SEISMIC DESIGN CATEGORY

1.5

38.3841745° N -82.5165789° E

C

0.155 0.069

0.134 0.069

C

VALUEDESIGN PARAMETER

SEISMIC LOAD

LATITUDE

LONGITUDE

SHORT PERIOD, Ss

1-SECOND PERIOD, S1

SHORT PERIOD, Sds 1-SECOND PERIOD, Sd1

PRINCIPLE BUILDING AXES (NTS)

LONG AXIS

T R

A N

S A

X

IS

SEISMIC FORCE RESISTING SYSTEM

RESPONSE MODIFICATION FACTOR, R

OVERSTRENGTH FACTOR, Ω0

DEFLECTION AMPLIFICATION FACTOR, Cd

SEISMIC WEIGHT, W

SEISMIC RESPONSE COEFF., Cs

DESIGN BASE SHEAR, V

ANALYSIS PROCEDURE

SEISMIC SYSTEM DESIGN

A1 - BEARING WALL

SYSTEM: SPC REINF

MASONARY SHEAR WALLS

2.0 3.5

656.2 KIPS

0.035

23 KIPS

BOTH

DIRECTION

EQUIVALENT LATERAL

FORCE ANALYSIS

1. GROUND PREPARATION FOR THE SITE MUST BE IN ACCORDANCE WITH THE FINAL GEOTECHNICAL REPORT LISTED.

2. THE CONTRACTOR MUST BE FAMILIAR WITH SUBSURFACE CONDITIONS AND RELEVANT ASPECTS OF THIS REPORT BEFORE COMMENCING EXCAVATION. THE CONTRACTOR MUST RETAIN A GEOTECHNICAL ENGINEER FOR INSPECTIONS, TO VERIFY CONDITIONS, OR TO PERFORM ADDITIONAL EXPLORATION, AS

NECESSARY.

3. LOCATIONS OF SUBSURFACE SITE CONDITIONS, INCLUDING BURIED UTILITIES OR OBSTRUCTIONS AND OTHER FEATURES KNOWN TO THE DESIGN TEAM ARE IDENTIFIED IN DRAWINGS. VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES AND OBSTRUCTIONS. REPORT ANY DISCREPANCY ENCOUNTERED AS

SOON AS THEY ARE KNOWN TO THE CONTRACTING OFFICER.

4. FOOTING DESIGN IS BASED ON THE FOLLOWING ALLOWABLE SOIL PROPERTIES:

5. EXTERIOR FOOTINGS MUST BEAR AT OR BELOW MINIMUM BEARING DEPTH. UNLESS NOTED OTHERWISE, MINIMUM BEARING DEPTH IS 24-INCHES BELOW THE

ADJACENT FINISHED GRADE.

6. FOOTINGS MUST BEAR ON ENGINEERED STRUCTURAL FILL OR COMPETENT NON-EXPANSIVE NATIVE SOILS. PLACE STRUCTURAL FILL MATERIAL IN UNIFORM LAYERS COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557. A QUALIFIED TEST LABORATORY OR AN EXPERIENCED, QUALIFIED GEOTECHNICAL

ENGINEER MUST BE RETAINED TO MONITOR SOIL COMPACTION.

7. SPECIAL INSPECTION MUST BE PERFORMED DURING SITE EXCAVATION TO CONFIRM THAT EXISTING CONDITIONS COMPLY WITH CONDITIONS IN THE

GEOTECHNICAL REPORT.

8. EXCAVATIONS MUST BE DEWATERED TO ALLOW FOR CASTING FOUNDATION CONCRETE IN DRY CONDITIONS.

9. USE FORMWORK TO CAST CONCRETE, SOIL FORMING CONCRETE WORK IS PROHIBITED.

10. USE A 15 MIL MIN VAPOR RETARDER AND A 4 INCH COMPACTED DRAINAGE LAYER BELOW SLABS-ON-GRADE, UNLESS NOTED OTHERWISE OR PER SPECIFIC

REQUIREMENTS OF THE GEOTECHNICAL REPORT.

FOUNDATIONS

REPORT TITLE

PREPARED BY

PROJECT NUMBER

DATED

GEOTECHNICAL REPORT

VAMC MAIN COMPUTER ROOM MONTGOMERY, AL

BUILDING AND EARTH GEOTECHNICAL, INC

MG240011

15 FEBRUARY 2024

SOIL PROPERTY LOAD CASE VALUE

BEARING CAPACITY:

MODULUS OF SUBGRADE REACTION

COEFFICIENT OF FRICTION AT STRENGTH

FROST DEPTH

SUSTAINED

TRANSIENT (INCL. W ,E,OR BLAST)

2,500 PSF

3325 PSF

120 PCI

0.40

24"

1. DEFERRED COMPONENT SUBMITTALS ARE INTENDED TO BE VENDOR DESIGNED AND HAVE NOT BEEN DESIGNED BY THE ARCHITECT/ENGINEER OF RECORD. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND NECESSARY CONNECTIONS NOT CALLED OUT ON

ARCHITECTURAL OR STRUCTURAL DRAWINGS.

2. DEFERRED SUBMITTALS INCLUDING CALCULATIONS MUST BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. DEFERRED SUBMITTALS MUST FIRST BE SUBMITTED TO THE ENGINEER OF RECORD FOR A CURSORY REVIEW FOR LOADS IMPOSED ON THE BASIC STRUCTURE.

3. A SUBMITTAL MAY THEN BE MADE BY THE CONTRACTOR TO THE CONTRACTING OFFICER’S REPRESENTATIVE TO SUBMIT TO THE AUTHORITY HAVING

JURISDICTION FOR REVIEW AND APPROVAL.

4. THE LIST OF ITEMS FOR DEFERRED SUBMITTALS INCLUDES THE FOLLOWING ITEMS:

A. SEISMIC RESTRAINT FOR NON-STRUCTURAL COMPONENTS

5. SUBMITTAL MUST INCLUDE:

A. CALCULATIONS

B. A DIAGRAM SHOWING LOAD MAGNITUDES AND LOCATIONS, SEPARATED INTO DEAD, AND SEISMIC COMPONENTS - THAT ARE APPLIED TO THE

PRIMARY STRUCTURE.

DEFERRED SUBMITTALS

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION

B. ACI SP-66-04 ACI DETAILING MANUAL

C. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION

D. AWS D1.4 2018 STRUCTURAL WELDING CODE – REINFORCING STEEL

2. STEEL REINFORCEMENT MUST CONFORM TO:

3. PROVIDE BAR SUPPORTS AND SPACERS PER ACI 315 UNLESS NOTED OTHERWISE. DEFORMED BAR REINFORCEMENT AND INSERTS MUST BE SECURED IN- PLACE PRIOR TO PLACING CONCRETE. DO NOT PLACE REBAR MATS DIRECTLY AGAINST SOIL; REBAR MATS ADJACENT TO SOIL OR OVER MUD SLABS MUST BE

SUPPORTED BY CHAIRS, DO NOT LIFT INTO PLACE DURING POURING.

4. UNLESS INDICATED OTHERWISE, REINFORCEMENT BARS ARE CONTINUOUS AND MUST BE LAP SPLICED OR COUPLED WITH MECHANICAL CONNECTORS. LAP

LENGTH NOTES:

A. SEE DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULES FOR REINFORCEMENT DETAILS.

B. LAP SPLICE LENGTH MUST BE USED FOR THE LARGER BAR SIZE WHEN BAR SIZE TRANSITIONS AT LAP.

C. OVERLAP WELDED WIRE LAYER REINFORCEMENT A LENGTH OF 1.5X WIRE DEVELOPMENT LENGTH OR ONE CROSSWIRE SPACING PLUS 2 INCHES, WHICHEVER IS LARGER.

D. MECHANICAL CONNECTORS MUST HAVE A MINIMUM CAPACITY OF 1.25 X YIELD STRENGTH OF THE BAR.

E. MECHANICAL CONNECTORS IN MEMBERS DESIGNATED AS PART OF THE SEISMIC-FORCE-RESISTING SYSTEM MUST HAVE A MINIMUM CAPACITY

EQUAL TO THE TENSILE STRENGTH OF THE BAR.

5. TYPE 1 MECHANICAL CONNECTORS MUST DEVELOP 125% OF THE YIELD STRENGTH (Fy) OF THE STRONGER OF THE TWO BAR BEING SPLICED. TYPE 2 MECHANICAL CONNECTORS MUST DEVELOP THE FULL TENSILE STRENGTH OF THE STRONGER OF THE TWO BARS BEING SPLICED. WHERE MECHANICAL CONNECTORS ARE USED IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 MECHANICAL CONNECTORS EXCEPT WHERE TYPE 1 ARE PERMITTED AS INDICATED.

6. HEADED DEFORMED BARS (TERMINATORS) MUST BE INTEGRALLY FORMED OR THREADED DEVICES MEETING THE REQUIREMENTS OF ACI 318, SECTION 25.4.4.1.

7. UNLESS NOTED OTHERWISE ON THE DRAWINGS:

A. DEFORMED BAR COVER MUST CONFORM TO SPECIFIED CONCRETE COVER REQUIREMENTS OF ACI 318.

B. REINFORCEMENT MUST BE CONTINUOUS THROUGH CONSTRUCTION JOINTS

C. APPROVAL FROM SER REQUIRED BEFORE WELDING NON-ASTM A706 Gr. 60 REINFORCEMENT

D. APPROVAL FROM SER REQUIRED BEFORE FIELD BENDING REINFORCEMENT PARTIALLY EMBEDDED CONCRETE

E. MATCH DOWELS TO THE LARGER OF MULTIPLE BAR SIZES

8. DOWELS MUST BE SECURED WITH A RIGID TEMPLATE TO ENSURE SPLICE IS LOCATED INSIDE THE CONFINED REGION (REGION ENCLOSED BY SHEAR OR

HORIZONTAL REINFORCEMENT) OF CROSS-SECTION.

REINFORCING STEEL

CONDITION STANDARD AND GRADE MIN YIELD (KSI)

TYPICAL DEFORMED BAR

WELDABLE DEFORMED BAR,

ASTM A615 GR 60

ASTM A706 GR 60

1. REFERENCES:

A. TMS 402-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

B. TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES

2. PROVIDE INSPECTION LEVEL C FOR RC IV FOR QUALITY ASSURANCE AND SPECIAL INSPECTION AND TESTING PER TMS 602

3. CONCRETE MASONRY ASSEMBLY MUST ACHIEVE A COMPRESSIVE STRENGTH AND COMPONENT MATERIAL STRENGTH DETERMINED PER ARTICLE 1.4 B OF

TMS 602. COMPRESSIVE STRENGTH MUST BE VERIFIED BEFORE CONSTRUCTION

4. PROVIDE CONCRETE MASONRY UNIT (CMU) COMPONENT MATERIAL STRENGTHS AS FOLLOWING. CONCRETE MASONRY ASSEMBLY MUST ACHIEVE THE

COMPRESSIVE STRENGTH SHOWN AS DETERMINED PER ARTICLE 1.4B OF TMS 602.

5. COLD AND HOT WEATHER CONSTRUCTION MUST BE IN ACCORDANCE WITH ARTICLE 1.8C AND ARTICLE 1.8D RESPECTIVELY OF TMS 602.

6. LAY UP MASONRY UNITS IN RUNNING BOND, UNLESS NOTED OTHERWISE. MORTAR JOINTS MUST NOT EXCEED A THICKNESS OF 5/8 INCH.

7. PROVIDE BOND BEAM UNITS AT LAYERS WITH HORIZONTAL REINFORCEMENT, EXCEPT WHERE LINTEL SECTIONS ARE REQUIRED.

8. CONTINUOUS REINFORCING STEEL MUST BE LAP SPLICED IN ACCORDANCE WITH THE DEVELOPMENT AND LAP SPLICE LENGTHS FOR MASONRY PER THE

DRAWINGS.

9. MECHANICAL SPLICES, WHERE NOTED ON DRAWINGS, MUST BE TAPERED THREADED OR UPSET THREADED BAR COUPLERS CERTIFIED TO DEVELOP 125% OF THE YIELD STRENGTH (Fy) OF THE BAR. HEADED REINFORCEMENTS BARS (TERMINATORS) MUST BE INTEGRALLY FORMED OR THREADED DEVICES PER ACI 318, SECTION 25.4.4.1, AND CAPABLE OF DEVELOPING THE FULL YIELD STRENGTH OF THE BAR..

10. PROVIDE VERTICAL BARS FULL HEIGHT AT WALL CORNERS, AND EACH SIDE OF DOORS, WINDOWS, AND OTHER OPENINGS. PROVIDE HORIZONTAL REINFORCEMENT ABOVE DOOR OPENINGS, ABOVE AND BELOW WINDOWS AND AT OTHER OPENINGS. EXTEND REINFORCEMENT AT LEAST ONE DEVELOPMENT LENGTH OF THE BAR BEYOND EACH SIDE OF OPENING UNLESS NOTED OTHERWISE. PROVIDE CONTINUOUS HORIZONTAL REINFORCEMENT AT

CORNERS.

11. PROVIDE FINE GROUT OR COARSE GROUT BASED ON MINIMUM GROUT SPACE REQUIREMENTS OF TABLE 7 OF TMS 602.

12. GROUTING HEIGHTS GREATER THAN 5’-4” IS ONLY PERMITTED BY APPROVAL OF THE CONTRACTING OFFICER BEFORE CONSTRUCTION, SUBMIT REQUEST A MINIMUM OF TEN (10) DAYS PRIOR TO PROCEEDING WITH SITE MOBILIZATION. HIGH-LIFT GROUTING MUST BE IN ACCORDANCE WITH ARTICLE 3.5 OF TMS 602

AND SUBMITTAL MUST INCLUDE:

A. EXPECTED LIFT HEIGHTS AND PROCESS. LIFT MUST NOT EXCEED ONE STORY LEVEL, OR 12’-8” MAXIMUM, WHICHEVER IS LESSER.

B. QUALIFICATIONS OF UNIT AND GROUTING CREWS HAVING A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE WITH SIMILAR HIGH-LIFT GROUTING WORK.

LIST THREE PROJECTS WITH CONTACT INFORMATION OF A REFERENCE FOR EACH.

C. OTHER ITEMS DEEMED IMPORTANT BY THE CONTRACTOR.

13. SPACE CONTROL JOINTS AT A MAXIMUM OF 25 FEET O.C., THREE TIMES THE WALL HEIGHT, WHICHEVER IS LESSER WHEN NOT INDICATED ON THE DRAWINGS.

WHEN INDICATED PER DRAWINGS, CONTROL JOINTS LOCATED BY DIMENSIONS SHOWN TAKE PRECEDENCE.

14. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE ROUGH OPENING DIMENSION AND LOCATIONS OF WINDOWS AND DOORS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR THE LOCATION, EXTENT, AND ORIENTATION OF CMU BLOCKS WITH REGARD TO COLOR AND FINISH.

15. OPENINGS FOR DUCTS AND PIPES PENETRATING MASONRY WALLS MUST BE COORDINATED PER CONTRACT DOCUMENTS. PROVIDE ADDITIONAL

REINFORCEMENT AROUND PENETRATIONS THROUGH WALLS AS SHOWN.

MASONRY

ITEM STANDARD, GRADE, AND NOTES MIN STRENGTH (PSI)

ASSEMBLY COMPRESSIVE STRENGTH, f'm

CMU BLOCK (MIN. NET AREA COMPRESSIVE

28-DAY STRENGTH)

MORTAR

GROUT

STEEL REINFORCEMENT

ASTM C90, TYPE 1 (MOISTURE

CONTROLLED), MEDIUM WEIGHT

ASTM C270, TYPE S. MASONRY CEMENT

MORTAR PROHIBITED.

GROUT SLUMP AT TIME OF GROUTING MUST

BE 8 TO 11 INCHES. WATER-REDUCING

ADMIXTURES MAY BE ADDED TO ACHIEVE

PERMITTED SLUMP.

ASTM A615, GR 60

ASTM A706, GR 60 (WHERE WELDED)

2,000

2,000

1,800

2,000

60 KSI YIELD

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION

B. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION

C. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D. ACI 347-14 GUIDE TO FORMWORK FOR CONCRETE

1. CONCRETE WORK MUST CONFORM TO ACI 301. FORMWORK MUST CONFORM TO ACI 347.

2. MINIMUM CONCRETE PROPERTIES AT 28-DAYS PER THE FOLLOWING TABLE.

3. FLEXURAL STRENGTH FOR SLAB-ON-GRADE CONCRETE 650 PSI AT 90 DAYS

4.

5. CONCRETE EXPOSED TO THE ENVIRONMENT MUST HAVE 6% +/- 1% AIR ENTRAINMENT BY VOLUME PER ASTM C260.

6. PROVIDE A MUD SLAB (MINIMUM 2 INCHES OF CONCRETE, LEVELED AT THE TOP SURFACE) UNDER SLABS AND FOOTINGS AT WET OR MUDDY GROUND SURFACES WHICH ARE UNSUITABLE FOR SUPPORTING REBAR CHAIRS, CONSTRUCTION WORKERS AND EQUIPMENT. PROVIDE WATERPROOF MEMBRANE TO

TOP OF MUD SLAB AS REQUIRED.

7. HORIZONTAL CONSTRUCTION JOINTS IN SPREAD FOOTINGS, STRIP FOOTINGS, PILE CAPS, BEAMS AND SLABS ARE PROHIBITED UNLESS SHOWN ON THE

DRAWINGS OR APPROVED BY THE SER.

8. THE EXTENT OF CONCRETE PLACEMENTS MUST BE LIMITED AS FOLLOWS, UNLESS NOTED OTHERWISE:

A. STRIP FOOTINGS AND WALLS: 60 FT (UNLESS INTERMEDIATE CONTROL JOINTS ARE PROVIDED)

B. SLABS-ON GROUND: 30 FT MAXIMUM LENGTH AND 900 SQ FT MAXIMUM AREA (UNLESS INTERMEDIATE CONTROL JOINTS ARE PROVIDED)

9. BEFORE CASTING THE SECOND SIDE OF A CONSTRUCTION JOINT, ROUGHEN SURFACE OF CONCRETE ELEMENTS AT CONSTRUCTION JOINTS TO A MINIMUM AMPLITUDE OF 1/4 INCH, UNLESS NOTED OTHERWISE. CLEAN AND APPLY BONDING AGENT TO THE HARDENED CONCRETE SURFACE RECEIVING FRESH

CONCRETE.

10. SECTIONS AND DETAILS MAY NOT SHOW ALL REQUIRED DEFORMED BAR REINFORCEMENT FOR CLARITY. ADDITIONAL REINFORCEMENT MAY BE DESCRIBED

IN PLANS, SCHEDULES, NOTES, OR OTHER DETAILS, AS APPLICABLE.

11. COORDINATE FLOOR FINISHES, SLAB SLOPES & DEPRESSIONS, FLOOR DRAINS, CURBS, CONCRETE PADS, AND OTHER CONCRETE FEATURES IDENTIFIED IN

THE CONTRACT DOCUMENTS.

12. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW ALL ITEMS EMBEDDED IN THE CONCRETE. COORDINATE AND PROVIDED EMBEDDED ITEMS AS SHOWN IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE EQUIPMENT MANUFACTURERS, AS NEEDED.

13. NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE MUST BE HOT-DIP GALVANIZED OR PAINTED. DAMAGED COATINGS OF EMBEDDED ITEMS MUST

BE REPAIRED PRIOR TO CASTING CONCRETE.

14. PENETRATIONS THROUGH CONCRETE WALLS OR SLABS MUST CONFORM TO STANDARD DETAIL DRAWINGS.

15. PROVIDE 3/4" CHAMFER ON EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE.

CAST IN PLACE CONCRETE

LOCATION MIN 28-DAY COMPRESSIVE

STRENGTH

(PSI)

FREEZING

& THAWING

FOUNDATIONS

SLAB-ON-GROUND (EXTERIOR)

SLAB-ON-GROUND (INTERIOR)

4,500

4,500

4,000

S1

S1

S0

SULFATE WATER

CONTACT

ACI 318, CH. 19 EXPOSURE CATEGORIES

CORROSION

PROTECTION

F2

F2

F0

W1

W2

W0

C1

C2

C0

MAX

WATER/CEMENT

RATIO

0.45

0.45

0.50

CEMENT

TYPE

II

II

I OR II

NOMINAL MAX

AGGREGATE

SIZE

1"

1"

1 1/2"

VERTICAL

LATERAL

STORY DRIFT

L/600

L/180

TOTAL: DL + LL

ELEMENT

1. DEFLECTION LIMITS OF MATERIAL STANDARDS ALSO APPLY.

2. SPAN LENGTH (L) AND WALL HEIGHT (H) ARE MEASURED IN INCHES FROM THE CENTERLINES OF SUPPORTS. THE LENGTH OF CANTILEVERED ELEMENTS

MUST BE FACTORED BY 2.

DEFLECTION LIMITS

VENEER LINTELS

ROOFS (NOT SUPPORTING PLASTER

OR STUCCO CEILINGS)

WALLS WITH BRITTLE FINISHES

(EXCL. VENEER)

WALLS WITH FLEXIBLE FINISHES

WIND

SEISMIC

DEFLECTION LIMITS FOR LOAD CASE

LL OR SL OR WL

L/600

L/240

H/600

H/180

H/500 (ELASTIC)

0.007 H (INELASTIC)

1. CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND STRUCTURAL ENGINEER OF RECORD (SER) IN WRITTEN FORM AND RESOLVED BEFORE PROCEEDING WITH AFFECTED WORK.

2. STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS NECESSARY TO COMPLETE THE WORK, FOR JOB SITE SAFETY AND FOR COORDINATING WITH OTHER DISCIPLINES AS REQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION PROCEDURE AND SEQUENCING TO ENSURE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. PROVIDE SHORING, BRACING, AND FALSEWORK AS NEEDED TO PROTECT THE STRUCTURE THROUGHOUT CONSTRUCTION.

4. ERECTION AIDS FOR FACILITATING CONSTRUCTION NOT SHOWN IN THESE DRAWINGS MUST BE REMOVED AND ELEMENTS RESTORED TO ITS ORIGINAL

DESIGN INTENT SHOWN PER THESE DRAWINGS.

5. STRUCTURAL DRAWINGS SHOW GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SPECIFIC CONDITIONS ARE NOT SHOWN, DETAILS OF

SIMILAR TYPE AND CHARACTER MAY BE USED BUT REQUIRE APPROVAL FROM THE SER.

6. TYPICAL DETAILS MAY NOT BE REFERENCED FROM THE PLANS BUT APPLY FOR THE CONDITIONS AS DESCRIBED BY THE DETAIL.

7. CONTRACTOR-INITIATED CHANGES REQUIRE APPROVAL FROM THE SER.

8. FOR A CONTRACTOR REQUESTED DESIGN REVISION, THE PROPOSED ALTERNATIVE MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER. THE SUBMITTAL MUST INCLUDE DRAWINGS, STRUCTURAL DETAILS AND RELATED CALCULATIONS, STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT LOCATION. CALCULATIONS MUST DEMONSTRATE COMPLIANCE WITH THE CODES AND DESIGN REQUIREMENTS LISTED PER THESE DRAWINGS; AND THAT THE ALTERNATIVE DESIGN DOES NOT ADVERSELY

AFFECT THE STRUCTURE SHOWN IN THESE DRAWINGS.

9. CONTRACTOR MUST COORDINATE THESE DRAWINGS WITH THE DRAWINGS OF THE OTHER DISCIPLINES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN ON THE STRUCTURAL DRAWINGS. EXAMPLES INCLUDE EMBEDDED ANCHORS, SLEEVES AND INSERTS, MISCELLANEOUS ATTACHMENT DETAILS, FLOOR FINISHES, DOOR THRESHOLDS, SLOPES TO DRAINS, OPENINGS IN STRUCTURAL ELEMENTS, ETC.

10. VERIFY DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES COORDINATING THE SIZE AND LOCATION OF OPENINGS THROUGH STRUCTURAL ELEMENTS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR USE BY

OTHER TRADES.

11. NO PIPES OR DUCTS MAY BE PLACED IN STRUCTURAL MEMBERS UNLESS DETAILED BY THE STRUCTURAL PLANS OR APPROVED BY THE SER.

12. DIMENSIONS MUST NOT BE SCALED FROM THE DRAWINGS.

13. PROVIDE SUBMITTALS AND (FABRICATION, AND ERECTION, ETC.) SHOP DRAWINGS FOR THE WORK SHOWN IN THESE DRAWINGS TO THE CONTRACTING OFFICE FOR APPROVAL FROM THE SER. WORK MUST NOT PROCEED WITHOUT REVIEW AND APPROVAL BY THE SER.

14. SUBMIT A DETAILED PLAN OF THE CONSTRUCTION INCLUDING A DESCRIPTION OF DEMOLITION, CONSTRUCTION METHODS, ERECTION SEQUENCING, METHODS OF STABILIZING THE STRUCTURE, SHORING LAYOUT, ELEMENT SIZES, CONNECTIONS AND ACCESSORIES WITH SUPPORTING CALCULATIONS STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER, TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING

WORK.

15. SHOP DRAWINGS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. UNLESS NOTED

OTHERWISE, PROVIDE SHOP DRAWINGS FOR:

a. DEFORMED BAR REINFORCING LAYOUT FOR CONCRETE AND MASONRY,

b. STRUCTURAL AND MISCELLANEOUS STEEL,

c. COLD-FORMED STEEL FRAMING,

d. ROOF METAL DECK

1. BY SUBMITTING FOR ENGINEER’S REVIEW, THE CONTRACTOR CONFIRMS THE ACCURACY OF THE SUBMITTALS FOR DIMENSIONS, QUANTITIES, ELEMENT SIZES, CONSTRUCTION MATERIALS, FIELD MEASUREMENTS AND THAT THE CONTENTS HAVE BEEN REVIEWED FOR MEANS, METHODS, AND OPERATIONS

OF CONSTRUCTION, AND FOR ITS ADHERENCE TO SAFETY PROTOCOLS AT THE SITE.

2. SHOP DRAWING REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM HAVING SOLE RESPONSIBILITY FOR THE ACCURACY OF ELEMENT SIZES, DIMENSIONS AND DETAILS. SUCH REVIEW DOES NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR IS A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT.

GENERAL CONDITIONS

CODES AND STANDARDS

REFERENCES:

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

VA STRUCTURAL DESIGN MANUAL PG-18-10 OCTOBER 1ST 2022, REVISED JULY 1, 2023

DESIGN LOADS

DEAD LOADS

SUPERIMPOSED DEAD LOADS

ROOF

WALLS

WALLS

ROOFING MATERIALS

EXTERIOR WALL SKIN

PARTITIONS

40 (LATERAL ONLY)

15 (10 LATERAL)

UNIFORM LOAD

(PSF)

CATEGORYLOCATION

LIVE AND ROOF LIVE LOADS

CORRIDORS

MECHANICAL ROOM

OFFICE

Data Center

ROOF

20 300

CONCRETE LOAD

(LBS)

OCCUPANCY OR USE UNIFORM LOAD

(PSF)

BLAST LOADS

CHARGE WEIGHTS VA PHYSICAL SECURITY TEAM

STANDOFF REQUIREMENTS VA PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL

BLAST LOADING UFC 3-340-02

LEVEL OF PROTECTION VA PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL AND ASCE 59-11

ALL DOOR EXTERIOR DOOR FRAMES AND CONNECTIONS SHALL BE DESIGNED FOR BLAST LOADS

Revisions: Date: 024 OF 410 407

WSP USA Inc.

1201 Pacific Ave, Suite 550 Tacoma WA, 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/1 /2

:1

:5

P M

B

IM

/6

-2

-1 a V

A M o n tg o m e ry E

H R

M /V

A M

Y

D A

T A

C E

N T

E R

S

T R

.r v t

S-002

STRUCTURAL GENERAL NOTES

BUILDING #99

NRT JKM

100% CONSTRUCTION

DOCUMENTS

10/24/2025

619-21-106EHRM INFRASTRUCTURE

UPGRADES - MONTGOMERY

VA - AL CENTRAL ALABAMA (WEST CAMPUS)

215 PERRY HILL ROAD, MONTGOMERY, AL 36109

STRUCTURAL STEEL

WIDE FLANGES (W) AND TEES (WT)

CHANNELS (C & MC) AND ANGLES (L)

PLATE AND FLAT BAR STOCK (PL)

HSS

PIPE

OTHER STEEL

ASTM A992

ASTM A36

ASTM A36 GR 36

ASTM A500 GR C

ASTM A500 GR B

ASTM A53 GR B

ASTM A572

MIN YIELD

(KSI)

SHAPE

1. REFERENCES:

A. AISC 303-22 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES

B. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

C. AISC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS 2014

2. STRUCTURAL STEEL WORK MUST BE PERFORMED BY AISC CERTIFIED FABRICATORS & ERECTORS.

3. STEEL CONSTRUCTION AND DESIGN AS PART A DEFERRED DESIGN SUBMITTAL MUST CONFORM TO AISC 360 AND AISC 303.

4. USE STRUCTURAL STEEL SHAPES (AS APPLICABLE PER THE DRAWINGS), WITH CROSS-SECTIONS PER ASTM A6, PER THE FOLLOWING TABLE.

5. PROVIDE PROTECTIVE COATING AT STEEL EXPOSED TO THE ENVIRONMENT AND WEATHER PER ARCHITECTURAL REQUIREMENTS.

6. MACHINE COLUMN ENDS AT SPLICES TO PROVIDE A FLUSH BEARING CONTACT SURFACE, UNLESS NOTED OTHERWISE.

7. EQUALLY SPACE STEEL BEAMS, NOT SPECIFICALLY DIMENSIONED ON PLAN, BETWEEN COLUMN GRID LINES OR THE INDICATED DIMENSIONED POINTS.

8. CAMBER BEAMS AS INDICATED. WHERE CAMBER IS NOT SHOWN, FABRICATE BEAMS WITH INCIDENTAL CAMBER SO THE HIGH SIDE IS PLACED UPWARD, OR

OUTWARD AT WIND GIRTS.

9. CAMBER MUST BE COLD FORMED PER AISC SPECIFICATIONS AND TOLERANCES.

10. USE HIGH STRENGTH (HS) BOLTS PER ASTM F3125, GRADES AS INDICATED IN THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE.

11. SLIP-CRITICAL (SC) BOLTS MUST BE PER THE RCSC SPECIFICATION AND INSPECTED IN ACCORDANCE WITH THE IBC.

12. USE SNUG-TIGHT (ST) BOLTS PER THE RCSC WHEN SLIP-CRITICAL IS NOT IDENTIFIED IN THE DRAWINGS.

13. USE ASTM A449 BOLTS WITH ASTM F563 NUTS AND ASTM F436 HARDENED WASHERS FOR THROUGH BOLTING HSS SHAPES. BOLTS MUST BE SNUG TIGHT ONLY.

PROVIDE JAMB NUT TIGHTENED AGAINST STANDARD NUT TO FASTEN CONNECTOR.

14. DIRECT TENSION INDICATING (DTI) WASHERS, IF USED FOR HIGH STRENGTH BOLTS, MUST NOT BE TIGHTENED TO A FULLY CRUSHED CONDITION. DTI MUST HAVE THE MINIMUM ACCEPTABLE NUMBER OF TAPERED GAGE REJECTIONS BETWEEN LUGS. REJECTION OF GAGE AT EACH LUG LOCATION IS CAUSE FOR

REJECTION OF BOLT INSTALLATION.

15. CONTRACTOR MUST SUBMIT A BOLTING PROCEDURE PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER BEFORE BEGINNING

WORK.

16. BOLT HOLES CUT IN THE FIELD MUST BE DRILLED, NOT BURNED. BOLT HOLES CUT IN THE SHOP MAY BE DRILLED, WATER-JET OR LASER CUT; PLASMA CUTTING

HOLES NOT PERMITTED.

17. LOCATION OF EMBEDDED ELEMENTS MUST BE COORDINATED WITH CONTRACT DOCUMENTS.

18. STEEL COMPONENTS EMBEDDED IN CONCRETE OR MASONRY AT EXTERIOR LOCATIONS, EXPOSED TO EARTH, OR LOCATED IN UNCONDITIONED SPACE, MUST

BE HOT-DIPPED GALVANIZED PER ASTM A123 [OR ASTM A767 FOR REINFORCEMENT].

19. AT INTERIOR CONDITIONS (NOT EXPOSED TO WEATHER) AND COMPONENTS EMBEDDED IN CONCRETE OR MASONRY MUST BE LEFT UNPAINTED.

20. ERECTION AIDS, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, MUST BE REMOVED AND THE AFFECTED ELEMENTS RESTORED TO ORIGINAL

DESIGN INTENT.

21. NOTIFY CONTRACTING OFFICER OF ANY FABRICATION OR ERECTION ERRORS, OR DEVIATIONS. WRITTEN APPROVAL IS REQUIRED BEFORE FIELD

CORRECTIONS ARE MADE.

STANDARD &

GRADE

RECTANGULAR OR SQUARE

ROUND

BOLT DIAMETER

BOLT ASTM F3125 GRADE

BOLT FINISH/COATING

HEAVY HEX NUT

HARDENED WASHER (CIRCULAR, BEVELED OR

CLIPPED, AS REQ'D)

DIRECT TENSION INDICATING WASHERS

BOLT DIAM. 1-1/2 IN AND SMALLER

BOLT DIAM. UP TO 2-1/2 INCHES

TENSION CONTROLLED BOLTS (USE

MANUFACTURER SUPPLIED NUTS AND WASHERS)

7/8 INCH DIAMETER, UNO

A325, TYPE 1 UNO

ASTM F2329 HDG [ASTM B695, F1136, F2833]

ASTM A563 TYPE DH'

ASTM F436 TYPE 1

ASTM F959

ASTM F2437

F1852 , TYPE 1

TYPICAL HIGH STRENGTH BOLTS STANDARD, GRADE, AND NOTES

ANCHOR RODS

1. ANCHOR RODS MUST BE ASTM F1554 GRADE 55 WITH S-1 (WELDABLE) SUPPLEMENT, UNLESS NOTED OTHERWISE.

2. PROVIDE SMOOTH ANCHOR RODS THREADED ONLY AT EACH END OF THE ANCHOR ROD. BEFORE CASTING CONCRETE, GREASE THE UPPER 2/3 LENGTH OF EACH ANCHOR ROD.