Amendment_0005_W912DW18B0003.pdf

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

The purpose of Amendment 0005 is to: 1) Revise/update Index of Draw ings; 2) Revise Specifications/Draw ings; 3) Update Submittal Register to incorporate changes; and 4) Update DOL Wage Determination WA 180045.

The Scheduled Bid Opening/Due date remains unchanged: Tuesday, April 3, 2018 at 2:00 PM, Pacific Time.

All other terms and conditions remain unchanged. Bidders must acknow ledge receipt of this Amendment by number and date on the proposal.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 26-Mar-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 W912DW18B0003

X 9B. DATED (SEE ITEM 11)

09-Feb-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 1 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

26-Mar-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:

SUMMARY OF CHANGES

SUMMARY AMENDMENT 0005

The purpose of this Amendment is:

1. Revised 00 73 00-A Index of Drawings (remove/replace)

2. Revised Specifications/Drawings:

- Spec section 03 35 00.00 30: Removed requirement for test panel of exposed aggregate concrete

- Spec section 04 20 00: Deleted paragraph 3.21.4 regarding mock ups for water penetration testing

- Spec section 08 60 45, 1.6: Changed 10 year warranty to 5 year warranty

- Spec section 08 60 45, 2.8: Changed U-value of 0.53 to 0.23

- Spec section 08 60 45, 2.15: Changed "color to be selected from manufacturer's standards" to "color identified on drawings"

- Spec section 08 95 00, 1.5: Changed 10 year warranty to 2 year warranty

- Spec section 08 95 00, 2.7: Changed U-value of 0.53 to 0.23

- Spec section 08 95 00, 2.9: Eliminated conditions not in project, changed grid patter to reflect drawings from 24"x24" to 12"x24"

- Spec section 08 95 00, 2.14: Changed "color to be selected from manufacturer's standards" to "color identified on drawings"

- Drawing A2-604: Changed DFAC Skylight schedule from R.O. to "outside curb dimension" and entered corrected skylight size (remove/replace)

-Drawing A2-002: Added Life Safety corridor update for smoke detectors (remove/replace)

3. Revised Submittal Register to incorporate additional Specs and changes as a result of Amendments to the Solicitation. Please remove/replace in its entirety.

(See Attached Sections and Drawings)

4. Updated DOL Wage Determinations WA 180045, dated 16 March 2018 (see attached)

5. All other terms and conditions remain unchanged.

6. The Scheduled Bid Opening/Due date remains unchanged:

Tuesday, April 3, 2018 at 2:00 PM, Pacific Time.

7. NOTICE TO BIDDERS: Bidders must acknowledge receipt of this Amendment 0005 by number and date on proposal. Please mark outside of the envelope in which your bid is enclosed to show amendment received.

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

W912DW18B0003

G3CT9DAK

Typewritten Text (End of Summary of Changes)

FY16 WAARNG Barracks & DFAC 12050 Yakima Training Center, WA W912DW18B0003

00 73 00-A - 1 R0005

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING RECORD NO. 24s/721-10-01, DATED: 24 October 2017

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

VOLUME 1 - SITE DRAWINGS

1 G0-001 COVER SHEET

2 G0-002 DRAWING INDEX 1

3 G0-003 DRAWING INDEX 2

4 G0-004 DRAWING INDEX 3

GENERAL

5 G1-001 VOLUME 1 - TITLE

6 G1-002 VOLUME 1 - DRAWING INDEX

GEOTECHNICAL

7 B-101 LOCATIONS FOR EXPLORATION

8 B-301 EXPLORATION LOGS 1

9 B-302 EXPLORATION LOGS 2

CIVIL

10 C-001 LEGEND, ABBREVIATIONS, & GENERAL NOTES

11 C-002 ACCESS & HAUL ROUTE

12 C-003 EXISTING SITE PLAN

13 CD101 DEMOLITION PLAN 1

14 CD102 DEMOLITION PLAN 2

15 CD103 DEMOLITION PLAN 3

16 CS101 GENERAL SITE PLAN

17 CS102 SITE PLAN 1

18 CS103 SITE PLAN 2

19 CS104 SITE PLAN 3

20 CS105 WATER DISTRIBUTION MAIN LOOP - BID OPTION

21 CP101 JOINT LAYOUT OVERALL PLAN

22 CP102 JOINT LAYOUT PLAN 1 - BARRACKS WEST ENTRANCE

23 CP103 JOINT LAYOUT PLAN 2 - BARRACKS EAST ENTRANCE

24 CP104 JOINT LAYOUT PLAN 3 - LOADING DOCK

25 CP105 JOINT LAYOUT PLAN 4 - DUMPSTER AREA

26 CP106 JOINT LAYOUT PLAN 5 - DFAC PATIO - BID OPTION

00 73 00-A - 2 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

27 CG101 OVER-EXCAVATION PLAN

28 CG102 GRADING PLAN 1 R0003 14 MAR 2018

29 CG103 GRADING PLAN 2 R0003 14 MAR 2018

30 CG104 GRADING PLAN 3 R0003 14 MAR 2018

31 CU101 UTILITY PLAN 1

32 CU102 UTILITY PLAN 2

33 CU103 STORMWATER PLAN 1

34 CU104 STORMWATER PLAN 2

35 CU105 STORMWATER PLAN 3

36 C-301 SANITARY SEWER PROFILES 1 - LINE SS-1

37 C-302 SANITARY SEWER PROFILES 2 - LINE SS-2

38 C-303 SANITARY SEWER PROFILES 3 - LINE SS-3

39 C-304 SANITARY SEWER PROFILES 4 - LINE SS-4

40 C-305 STORMWATER PROFILES 1 - LINE SD-1

41 C-306 STORMWATER PROFILES 2 - LINE SD-2

42 C-307 STORMWATER PROFILES 3 - LINE SD-2A

43 C-308 STORMWATER PROFILES 4 - LINE SD-2A & SD-2A1

44 C-309 STORMWATER PROFILES 5 - LINE SD-2B

45 C-310 STORMWATER PROFILES 6 - LINE SD-2B

46 C-311 STORMWATER PROFILES 7 - LINE SD-3

47 C-312 STORMWATER PROFILES 8 - LINE SD-3 & SD-3A

48 C-313 STORMWATER PROFILES 9 - LINE SD-4 & SD-5

49 C-314 STORMWATER PROFILES 10 - LINE SD-5A

50 C-501 DETAILS 1 - PAVING SECTIONS

51 C-502 DETAILS 2 - PAVEMENT JUNCTION DETAILS 1

52 C-503 DETAILS 3 - PAVEMENT JUNCTION DETAILS 2

53 C-504 DETAILS 4 - PAVEMENT JOINT DETAILS

54 C-505 DETAILS 5 - PATIO JOINT DETAILS

55 C-506 DETAILS 6 - SIDEWALK SECTIONS & JOINT DETAILS

56 C-507 DETAILS 7 - PAVEMENT & SLAB REINFORCEMENT DETAILS

57 C-508 DETAILS 8 - UTILITY 1

58 C-509 DETAILS 9 - UTILITY 2

59 C-510 DETAILS 10 - UTILITY 3

00 73 00-A - 3 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

60 C-511 DETAILS 11 - MISCELLANEOUS 1

61 C-512 DETAILS 12 - MISCELLANEOUS 2

62 C-513 DETAILS 13 - SIGNAGE DETAILS

63 C-514 DETAILS 14 - STORM DRAINAGE 1

64 C-515 DETAILS 15 - STORM DRAINAGE 2

LANDSCAPE

65 L-001 LEGEND, ABBREVIATIONS, & GENERAL NOTES

66 LS101 LANDSCAPE SITE PLAN 1

67 LS102 LANDSCAPE SITE PLAN 2

68 LS103 LANDSCAPE SITE PLAN 3

69 L-501 LANDSCAPE DETAILS 1

STRUCTURAL

70 S-101 DUMPSTER ENCLOSURE - FOUNDATION PLAN

71 S-102 DUMPSTER ENCLOSURE - FOUNDATION PLAN

ARCHITECTURAL

72 A-101 DUMPSTER ENCLOSURE - PLANS, ELEVATIONS & SECTIONS

73 A-102 DUMPSTER ENCLOSURE - PLANS, ELEVATIONS & SECTIONS

ELECTRICAL

74 E-001 LEGEND & ABBREVIATIONS

75 ED100 ELECTRICAL DEMOLITION PLAN

76 ES100 ELECTRICAL GENERAL SITE PLAN

77 ES101 ELECTRICAL SITE PLAN 1

78 ES102 ELECTRICAL SITE PLAN 2

79 E-501 ELECTRICAL EXTERIOR DETAILS 1

80 E-502 ELECTRICAL EXTERIOR DETAILS 2

81 E-503 ELECTRICAL EXTERIOR DETAILS 3

TELECOMMUNICATIONS

82 T-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

83 TD100 TELECOMMUNICATIONS DEMOLITION PLAN

84 TS100 TELECOMMUNICATIONS GENERAL SITE PLAN

85 T-501 TELECOMMUNICATIONS DETAILS 1

86 T-502 TELECOMMUNICATIONS DETAILS 2

00 73 00-A - 4 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

VOLUME 2 - DFAC DRAWINGS

GENERAL

87 G2-001 VOLUME 2 - TITLE

88 G2-002 VOLUME 2 - DRAWING INDEX

STRUCTURAL

89 S2-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS, &

ABBREVIATIONS

90 S2-002 GENERAL STRUCTURAL NOTES

91 S2-003 GENERAL STRUCTURAL NOTES

92 S2-101 FOUNDATION PLAN

93 S2-102 SHEARWALL PLAN

94 S2-103 ROOF FRAMING PLAN

95 S2-301 FOUNDATION SECTIONS

96 S2-302 ROOF FRAMING SECTIONS

97 S2-303 FLAT ROOF FRAMING SECTIONS

98 S2-501 TYPICAL STRUCTURAL DETAILS

99 S2-502 TYPICAL STRUCTURAL DETAILS

100 S2-503 TYPICAL WOOD DETAILS

101 S2-504 TYPICAL CMU DETAILS

102 S2-601 WOOD NAILING SCHEDULE

103 S2-602 WIND & SNOW LOAD DIAGRAM

ARCHITECTURAL

104 A2-001 ABBREVIATIONS, SYMBOLS, & GENERAL NOTES

105 A2-002 LIFE SAFETY SUMMARY R0005 22 MAR 2018

106 A2-003 LIFE SAFETY PLAN

107 A2-004 AIR BARRIER PLAN

108 A2-005 AIR BARRIER SECTION/DETAILS

109 A2-006 AIR BARRIER SECTION/DETAILS

110 A2-101 FLOOR PLAN

111 A2-102 REFLECTED CEILING PLAN

112 A2-103 CLEARSTORY & ROOF PLAN

113 A2-201 ELEVATIONS (NORTH & EAST)

114 A2-202 ELEVATIONS (SOUTH & WEST)

115 A2-203 INTERIOR RESTROOM ELEVATIONS

00 73 00-A - 5 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

116 A2-204 INTERIOR ELEVATIONS

117 A2-205 INTERIOR ELEVATIONS

118 A2-301 BUILDING SECTIONS

119 A2-302 BUILDING SECTIONS

120 A2-303 BUILDING SECTIONS

121 A2-310 WALL SECTIONS 1

122 A2-311 WALL SECTIONS 2

123 A2-401 ENLARGED PLANS - RESTROOMS & SCULLERY

124 A2-402 ENLARGED PLAN - RESTROOM

125 A2-403 ENLARGED PLAN - KITCHEN

126 A2-501 FOUNDATION & WALL DETAILS

127 A2-502 ROOF & WALL DETAILS

128 A2-503 DINING HALL ROOF & WALL DETAILS

129 A2-504 ROOF & WALL DETAILS

130 A2-505 ROOF & WALL DETAILS

131 A2-506 EXTERIOR DOOR DETAILS

132 A2-507 INTERIOR DOOR DETAILS

133 A2-508 CEILING & SKYLIGHT DETAILS

134 A2-509 INTERIOR BATHROOM DETAILS

135 A2-510 INTERIOR DETAILS

136 A2-511 CASEWORK

137 A2-601 WALL TYPES

138 A2-602 ROOM FINISH SCHEDULE

139 A2-603 DOOR SCHEDULE

140 A2-604 WINDOW SCHEDULE & EXTERIOR FINISH SCHEDULE R0005 22 MAR 2018

141 A2-605 SIGNAGE SCHEDULE & SIGNAGE PLAN

142 A2-606 SIGNAGE TYPES

143 A2-701 FINISH FLOOR PLAN & FFE FLOOR PLAN

144 A2-702 ENLARGED PLANS - KITCHEN

145 A2-703 KITCHEN EQUIPMENT SCHEDULE

146 A2-704 INTERIOR KITCHEN ELEVATIONS

147 A2-705 KITCHEN EQUIPMENT DETAILS

00 73 00-A - 6 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

PLUMBING

148 P2-101 KITCHEN PLUMBING PLAN

ELECTRICAL

149 E2-001 LEGEND & ABBREVIATIONS

150 E2-101 FLOOR LIGHTING PLAN

151 E2-102 FLOOR POWER PLAN

152 E2-103 ROOF POWER PLAN

153 E2-104 EQUIPMENT PLAN

154 E2-501 LIGHTING DETAILS 1

155 E2-502 LIGHTING DETAILS 2

156 E2-503 LIGHTING DETAILS 3

157 E2-601 ONE-LINE POWER DIAGRAM

TELECOMMUNICATIONS

158 T2-001 LEGEND & ABBREVIATIONS

159 T2-101 FLOOR COMMUNICATION PLAN

VOLUME 3 - BARRACKS DRAWINGS

GENERAL

160 G3-001 VOLUME 3 - TITLE

161 G3-002 VOLUME 3 - DRAWING INDEX

STRUCTURAL

162 S3-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

163 S3-002 GENERAL STRUCTURAL NOTES, 2 OF 3

164 S3-003 GENERAL STRUCTURAL NOTES, 3 OF 3

165 S3-100 OVERALL FOUNDATION PLAN

166 S3-101 PARTIAL FOUNDATION PLAN SOUTH

167 S3-102 PARTIAL FOUNDATION PLAN NORTH

168 S3-103 PARTIAL SECOND FLOOR FRAMING PLAN SOUTH

169 S3-104 PARTIAL SECOND FLOOR FRAMING PLAN NORTH

170 S3-105 PARTIAL THIRD FLOOR FRAMING PLAN SOUTH

171 S3-106 PARTIAL THIRD FLOOR FRAMING PLAN NORTH

172 S3-107 PARTIAL ROOF FRAMING PLAN SOUTH

00 73 00-A - 7 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

173 S3-108 PARTIAL ROOF FRAMING PLAN NORTH

174 S3-109 ENLARGED SECOND FLOOR CORE PLAN

175 S3-110 ENLARGED THRID FLOOR CORE PLAN

176 S3-111 ENLARGED ROOF CORE PLAN

177 S3-112 ENLARGED UPPER ROOF PLANS

178 S3-113 SHEARWALL PLAN SOUTH END

179 S3-114 SHEARWALL PLAN NORTH END

180 S3-201 METAL SCREEN ELEVATION, SHEET 1 OF 2

181 S3-202 METAL SCREEN ELEVATION, SHEET 2 OF 2

182 S3-301 ELEVATOR PIT SECTIONS

183 S3-302 ROOF FRAMING SECTIONS

184 S3-303 TRUSS FRAMING SECTIONS

185 S3-304 METAL PANEL & METAL SCREEN SECTIONS AND DETAILS

186 S3-401 ENLARGED END STAIR PLANS & SECTIONS

187 S3-402 ENLARGED CENTER STAIR PLAN & SECTION

188 S3-403 ENLARGED CANOPY FRAMING PLAN

189 S3-501 TYPICAL STRUCTURAL DETAILS 1

190 S3-502 TYPICAL STRUCTURAL DETAILS 2

191 S3-503 SHEARWALL DETAILS

192 S3-504 TRELLIS PLAN VIEW

193 S3-505 TRELLIS ELEVATIONS 1

194 S3-506 TRELLIS ELEVATIONS 2

195 S3-507 TRELLIS DETAILS

196 S3-511 FOUNDATION DETAILS

197 S3-521 FLOOR FRAMING DETAILS

198 S3-522 FLOOR FRAMING DETAILS 2

199 S3-523 FLOOR FRAMING DETAILS 3

200 S3-531 ROOF FRAMING DETAILS

201 S3-601 WALL SCHEDULES

202 S3-602 WOOD NAILING SCHEDULE

203 S3-603 WIND LOAD DIAGRAMS

204 S3-604 AT/FP FRAMING & DETAILS

205 S3-605 BEAM SHEAR TAB SCHEDULE

00 73 00-A - 8 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

ARCHITECTURAL

206 A3-001 ABBREVATIONS, SYMBOLS, & GENERAL NOTES

207 A3-002 LIFE SAFETY CODE ANALYSIS

208 A3-003 1ST, 2ND, & 3RD FLOOR LIFE SAFETY PLAN

209 A3-004 AIR BARRIER TYPICAL COMPONENTS

210 A3-101 OVERALL FIRST FLOOR PLAN

211 A3-102 OVERALL SECOND & THIRD FLOOR PLANS

212 A3-103 OVERALL ROOF PLAN

213 A3-104 FIRST FLOOR PLAN - NORTH

214 A3-105 FIRST FLOOR PLAN - SOUTH

215 A3-106 SECOND FLOOR PLAN - NORTH

216 A3-107 SECOND FLOOR PLAN - SOUTH

217 A3-108 THIRD FLOOR PLAN - NORTH

218 A3-109 THIRD FLOOR PLAN - SOUTH

219 A3-110 ROOF PLAN - NORTH

220 A3-111 ROOF PLAN - SOUTH

221 A3-112 ENLARGED CORE PLAN - FIRST FLOOR

222 A3-113 ENLARGED CORE PLAN - SECOND FLOOR

223 A3-114 ENLARGED CORE PLAN - THIRD FLOOR

224 A3-115 OVERALL REFLECTED CEILING PLANS - FIRST & SECOND

FLOORS

225 A3-116 OVERALL REFLECTED CEILING PLANS - THIRD FLOOR

226 A3-117 ENLARGED CORE RCP - FIRST FLOOR

227 A3-118 ENLARGED CORE RCP - SECOND FLOOR

228 A3-119 ENLARGED CORE RCP - THIRD FLOOR

229 A3-201 ELEVATIONS - EAST & SOUTHEAST

230 A3-202 ELEVATIONS - WEST & NORTHWEST

231 A3-203 ELEVATIONS - NORTH & SOUTHWEST

232 A3-210 ENLARGED ELEVATIONS - SOUTHEAST

233 A3-211 ENLARGED ELEVATIONS - EAST

234 A3-212 ENLARGED ELEVATIONS - WEST & NORTHWEST

235 A3-301 BUILDING SECTIONS I

236 A3-302 BUILDING SECTIONS II

00 73 00-A - 9 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

237 A3-303 WALL SECTIONS I

238 A3-304 WALL SECTIONS II

239 A3-401 ENLARGED 1+1 UNIT PLANS - NORTH

240 A3-402 ENLARGED 1+1 UNIT PLANS - SOUTH

241 A3-403 ENLARGED FIRST FLOOR RESTROOM & INTERIOR

ELEVATIONS

242 A3-404 ENLARGED STAIR #1 FLOOR PLANS

243 A3-405 ENLARGED STAIR #1 SECTION

244 A3-406 ENLARGED STAIR #2 FLOOR PLANS

245 A3-407 ENLARGED STAIR #2 SECTION

246 A3-408 ENLARGED STAIR #3 FLOOR PLANS

247 A3-409 ENLARGED STAIR #3 SECTION

248 A3-410 ENLARGED ELEVATOR PLANS & SECTION

249 A3-501 EXTERIOR DETAILS

250 A3-502 METAL ROOF DETAILS I

251 A3-503 METAL ROOF DETAILS II

252 A3-504 LOW SLOPE ROOF DETAILS

253 A3-505 CANOPY & PATIO DETAILS

254 A3-506 WINDOW DETAILS I

255 A3-507 WINDOW & DOOR DETAILS I

256 A3-508 WINDOW & DOOR DETAILS II

257 A3-509 CURTAIN WALL DETAILS

258 A3-510 INTERIOR DETAILS

259 A3-511 CASEWORK DETAILS

260 A3-512 CEILING DETAILS

261 A3-513 ELEVATOR DETAILS

262 A3-514 INTERIOR STAIR DETAILS

263 A3-515 LANDSCAPE MONUMENT

264 A3-601 WALL TYPES

265 A3-602 DOOR, WINDOW, & FINISH SCHEDULE R0003 14 MAR 2018

266 A3-701 EXPANSION PLAN

267 A3-801 ISOMETRIC VIEWS - NORTHWEST & SOUTHEAST

INTERIORS

268 I3-001 ABBREVIATIONS & GENERAL NOTES

00 73 00-A - 10 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

269 I3-101 OVERAL FLOOR FINISH PLANS

270 I3-102 FLOOR FINISH PLAN - TYPICAL UNIT

271 I3-103 FLOOR FINISH PLANS - FIRST FLOOR CORE

272 I3-104 FLOOR FINISH PLANS - SECOND & THIRD FLOOR CORE

273 I3-105 FLOOR FINISH PLANS - FIRST FLOOR STAIRS

274 I3-106 FLOOR FINISH PLANS - SECOND & THIRD FLOOR STAIRS

275 I3-107 SIGNAGE PLAN - TYPICAL UNIT

276 I3-108 SIGNAGE PLAN - FIRST FLOOR CORE

277 I3-109 SIGNAGE PLAN - SECOND & THIRD FLOOR CORE

278 I3-110 SIGNAGE PLANS - FIRST FLOOR STAIRS

279 I3-111 SIGNAGE PLANS - SECOND & THIRD FLOOR STAIRS

280 I3-112 OVERALL FURNITURE PLANS

281 I3-113 FURNITURE PLAN - TYPICAL UNIT

282 I3-114 FURNITURE PLAN - FIRST FLOOR CORE

283 I3-115 FURNITURE PLANS - SECOND & THIRD FLOOR CORE

284 I3-601 INTERIOR FINISH SCHEDULE

285 I3-602 SIGNAGE SCHEDULE

MECHANICAL

286 M3-101 TYPICAL 1+1 UNIT MECHANICAL PLANS R0004 21 MAR 2018

ELECTRICAL

287 E3-001 LEGEND & ABBREVIATIONS

288 E3-101 FIRST FLOOR LIGHTING PLAN

289 E3-102 SECOND & THIRD FLOOR LIGHTING PLAN

290 E3-103 FIRST FLOOR POWER PLAN

291 E3-104 SECOND & THIRD FLOOR POWER PLAN

292 E3-105 ATTIC POWER PLAN

293 E3-401 TYPICAL 1+1 UNIT LIGHTING & POWER PLANS

294 E3-402 FIRST FLOOR CORE LIGHTING PLAN

295 E3-403 SECOND FLOOR CORE LIGHTING PLAN

296 E3-404 THIRD FLOOR CORE LIGHTING PLAN

297 E3-405 FIRST FLOOR CORE POWER PLAN

298 E3-406 SECOND FLOOR CORE POWER PLAN

299 E3-407 THIRD FLOOR CORE POWER PLAN

00 73 00-A - 11 R0005

PAGE# SHEET# SHEET TITLE

REVISION

NUMBER DATE

300 E3-408 ENLARGED STAIRS PLAN

301 E3-409 ENLARGED ELEVATOR PIT

302 E3-501 LIGHTING DETAILS 1

303 E3-502 LIGHTING DETAILS 2

304 E3-503 LIGHTING DETAILS 3

305 E3-601 ONE-LINE DIAGRAM

TELECOMMUNICATIONS

306 T3-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

307 T3-101 FIRST FLOOR TELECOMMUNICATIONS PLAN

308 T3-102 SECOND AND THIRD FLOOR TELECOMMUNICATIONS PLAN

309 T3-401 TYPICAL 1+1 UNIT TELECOMMUNICATIONS PLAN

310 T3-402 FIRST FLOOR CORE TELECOMMUNICATIONS PLAN

311 T3-403 SECOND AND THIRD FLOOR CORE TELECOMMUNICATIONS

PLAN

FY16 YTC WAARNG Barracks & DFAC 12050

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 35 00.00 10

CONCRETE FINISHING

11/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Field Test Panels

PART 2 PRODUCTS

2.1 DRY SHAKE FLOOR TOPPING MATERIAL

2.2 LATEX BONDING COMPOUND

2.3 EPOXY RESIN

PART 3 EXECUTION

3.1 FINISHING FORMED SURFACES

3.1.1 Class A Finish and Class B Finish

3.1.2 Class C and Class D Finish

3.1.3 Architectural and Special Finishes

3.2 REPAIRS

3.2.1 Damp-Pack Mortar Repair

3.2.2 Repair of Major Defects

3.2.2.1 Surface Application of Mortar Repair

3.2.2.2 Repair of Deep and Large Defects

3.2.3 Resinous and Latex Material Repair

3.3 FINISHING UNFORMED SURFACES

3.3.1 General

3.3.2 Floated Finish

3.3.3 Troweled Finish

3.4 EXTERIOR SLAB AND RELATED ITEMS

3.4.1 Pavements

3.4.2 Sidewalks

3.4.3 Curbs and Gutters

-- End of Section Table of Contents --

SECTION 03 35 00.00 10 Page 1 R0005

SECTION 03 35 00.00 10

CONCRETE FINISHING

11/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ASTM INTERNATIONAL (ASTM)

ASTM C1059/C1059M (1999; R 2008) Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete

ASTM C881/C881M (2015) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C940 (2010a) Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Recycled Content Products; (LEED) Latex Bonding Compound Epoxy Resin

SD-05 Design Data

1.3 QUALITY ASSURANCE

1.3.1 Field Test Panels

Construct field test panels prior to beginning of work using the materials and procedures proposed for use on the job, to demonstrate the results to be attained. The quality and appearance of each panel shall be subject to

SECTION 03 35 00.00 10 Page 2 R0005

G3ENDRDN

Rectangle the approval of the Contracting Officer, and, if not judged satisfactory, construct additional panels until approval is attained. Formed or finished surfaces in the completed structure shall match the quality and appearance of the approved field example.

1.3.1.1 Slab Panels

A slab panel at least 4 feet by 5 feet and 4 inches thick shall be constructed to demonstrate exposed aggregate slab finish .

PART 2 PRODUCTS

In accordance with Section 01 62 35 RECYCLED / RECOVERED MATERIALS submit documentation indicating: distance between manufacturing facility and the project site, distance of raw material origin from the project site, percentage of post-industrial and post-consumer recycled content per unit of product and relative dollar value of recycled content products to total dollar value of products included in project. Submittals shall be as specified in the subject Section.

2.1 DRY SHAKE FLOOR TOPPING MATERIAL

Dry shake floor topping material shall be a premixed ready-to-use dry shake. It shall be proportioned, mixed and packaged at the factory, and delivered to the jobsite in sealed, moisture resistant bags, ready to apply, finish and cure. The manufacturer of the dry shake material shall have at least 10 years experience in the manufacture of such material. Any material from a manufacturer who makes any disclaimer of the materials performance shall not be used.

2.2 LATEX BONDING COMPOUND

Latex bonding compound agents for bonding fresh to hardened concrete shall conform to ASTM C1059/C1059M. Submit samples as required.

2.3 EPOXY RESIN

Epoxy resin for use in repairs shall conform to ASTM C881/C881M, Type III, Grade I or II. Submit samples as required.

PART 3 EXECUTION

3.1 FINISHING FORMED SURFACES

Forms, form materials, and form construction are specified in Section 03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING. Finishing of formed surfaces shall be as specified herein. Unless another type of architectural or special finish is specified, surfaces shall be left with the texture imparted by the forms except that defective surfaces shall be repaired.

TYPES OF FINISH STRUCTURE OR PORTION OF STRUCTURE

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G3ENDRDN

Rectangle

TYPES OF FINISH STRUCTURE OR PORTION OF STRUCTURE

Tooled all

Maintain uniform color of the concrete by use of only one mixture without changes in materials or proportions for any structure or portion of structure . The form panels used to produce the finish shall be orderly in arrangement, with joints between panels planned in approved relation to openings, building corners, and other architectural features. Forms shall not be reused if there is any evidence of surface wear or defects that would impair the quality of the surface.

3.1.1 Class A Finish and Class B Finish

Class A finish is required where indicated on the drawings. Class B finish is required where indicated on the drawings. Remove fins, ravelings, and loose material, all surface defects over 1/2 inch in diameter or more than 1/2 inch deep, shall be repaired and, except as otherwise indicated or as specified in Section 03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK, holes left by removal of form ties shall be reamed and filled. Defects more than 1/2 inch in diameter shall be cut back to sound concrete, but in all cases at least 1 inch deep. Prepare a sample panel for approval (as specified in PART 1) before commencing repair, showing that the surface texture and color match will be attained. Metal tools shall not be used to finish repairs in Class A surfaces.

3.1.2 Class C and Class D Finish

Class C finish is required all areas unless noted other on the drawings.

Fins, ravelings, and loose material shall be removed, and, except as otherwise indicated or as specified in Section 03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK, holes left by removal of form ties shall be reamed and filled. Honeycomb and other defects more than 1/2 inch deep or more than 2 inches in diameter shall be repaired. Defects more than 2 inches in diameter shall be cut back to sound concrete, but in all cases at least 1 inch deep.

3.1.3 Architectural and Special Finishes

Architectural concrete finishes are specified in the drawings. Special finishes shall conform to the requirements specified in section 03 35 36.

3.2 REPAIRS

Except for major defects, as defined hereinafter, repair surface defects as specified herein within 24 hours after forms are removed. Repairs of the so-called "plaster-type" will not be permitted in any location. Tolerances of formed surfaces shall conform to the requirements of ACI 117. These tolerances apply to the finished concrete surface, not to the forms themselves; forms shall be set true to line and grade. Form tie holes requiring repair and other defects whose depth is at least as great as their surface diameter shall be repaired as specified in paragraph Damp-Pack Mortar Repair below. Defects whose surface diameter is greater than their depth shall be repaired as specified in paragraph Repair of

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Major Defects below. Repairs shall be finished flush with adjacent surfaces and with the same surface texture. The cement used for all repairs shall be a blend of job cement with white cement proportioned so that the final color after curing and aging will be the same as the adjacent concrete. Concrete with excessive honeycomb, or other defects which affect the strength of the member, will be rejected. Repairs shall be demonstrated to be acceptable and free from cracks or loose or drummy areas at the completion of the contract and, for Class A and B Finishes, shall be inconspicuous. Repairs not meeting these requirements will be rejected and shall be replaced.

3.2.1 Damp-Pack Mortar Repair

Form tie holes requiring repair and other defects, whose depth is at least as great as their surface diameter but not over 4 inches, shall be repaired by the damp-pack mortar method. Form tie holes shall be reamed and other similar defects shall be cut out to sound concrete. The void shall then be thoroughly cleaned, thoroughly wetted, brush-coated with a thin coat of neat cement grout and filled with mortar. Mortar shall be a stiff mix of 1 part portland cement to 2 parts fine aggregate passing the No. 16 mesh sieve, and minimum amount of water. Use only sufficient water to produce a mortar which, when used, will stick together on being molded into a ball by a slight pressure of the hands and will not exude water but will leave the hands damp. Mortar shall be mixed and allowed to stand for 30 to 45 minutes before use with remixing performed immediately prior to use.

Mortar shall be thoroughly tamped in place in thin layers using a hammer and hardwood block. Holes passing entirely through walls shall be completely filled from the inside face by forcing mortar through to the outside face. All holes shall be packed full. Damp-pack repairs shall be moist cured for at least 48 hours.

3.2.2 Repair of Major Defects

Major defects will be considered to be those more than 1/2 inch deep or, for Class A and B finishes, more than 1/2 inch in diameter and, for Class C and D finishes, more than 2 inches in diameter. Also included are any defects of any kind whose depth is over 4 inches or whose surface diameter is greater than their depth. Repair major defects as specified below.

3.2.2.1 Surface Application of Mortar Repair

Defective concrete shall be removed, and removal shall extend into completely sound concrete. Use approved equipment and procedures which will not cause cracking or microcracking of the sound concrete. If reinforcement is encountered, remove concrete so as to expose the reinforcement for at least 2 inches on all sides. All such defective areas greater than 12 square inches shall be outlined by saw cuts at least 1 inch deep. Defective areas less than 12 square inches shall be outlined by a 1 inch deep cut with a core drill in lieu of sawing. All saw cuts shall be straight lines in a rectangular pattern in line with the formwork panels.

After concrete removal, the surface shall be thoroughly cleaned by high pressure washing to remove all loose material. Keep surfaces continually saturated for the first 12 of the 24 hours immediately before placing mortar and shall be damp but not wet at the time of commencing mortar placement. The Contractor, as an option, may use either hand-placed mortar or mortar placed with a mortar gun. If hand-placed mortar is used, the edges of the cut shall be perpendicular to the surface of the concrete.

The prepared area shall be brush-coated with a thin coat of neat cement grout. The repair shall then be made using a stiff mortar, preshrunk by

SECTION 03 35 00.00 10 Page 5 allowing the mixed mortar to stand for 30 to 45 minutes and then remixed, thoroughly tamped into place in thin layers. If hand-placed mortar is used, test each repair area for drumminess by firm tapping with a hammer and inspecting for cracks, both in the presence of the Contracting Officer, immediately before completion of the contract, and replacing any showing drumminess or cracking. If mortar placed with a mortar gun is used, the gun shall be a small compressed air-operated gun to which the mortar is slowly hand fed and which applies the mortar to the surface as a high-pressure stream, as approved. Repairs made using shotcrete equipment will not be accepted. The mortar used shall be the same mortar as specified for damp-pack mortar repair. If gun-placed mortar is used, the edges of the cut shall be beveled toward the center at a slope of 1:1. All surface applied mortar repairs shall be continuously moist cured for at least 7 days. Moist curing shall consist of several layers of saturated burlap applied to the surface immediately after placement is complete and covered with polyethylene sheeting, all held closely in place by a sheet of plywood or similar material rigidly braced against it. Keep burlap continually wet.

3.2.2.2 Repair of Deep and Large Defects

Deep and large defects will be those that are more than 6 inches deep and also have an average diameter at the surface more than 18 inches or that are otherwise so identified by the Project Office. Such defects shall be repaired as specified herein or directed, except that defects which affect the strength of the structure shall not be repaired and that portion of the structure shall be completely removed and replaced. Repair deep and large defects by procedures approved in advance including forming and placing special concrete using applied pressure during hardening. Preparation of the repair area shall be as specified for surface application of mortar.

In addition, the top edge (surface) of the repair area shall be sloped at approximately 20 degrees from the horizontal, upward toward the side from which concrete will be placed. The special concrete shall be a concrete mixture with low water content and low slump, and shall be allowed to age 30 to 60 minutes before use. Concrete containing a specified expanding admixture may be used in lieu of the above mixture; design the paste portion of such concrete mixture to have an expansion between 2.0 and 4.0 percent when tested in accordance with ASTM C940. Provide a full width "chimney" at the top of the form on the placing side to ensure filling to the top of the opening. Use a pressure cap on the concrete in the chimney with simultaneous tightening and revibrating the form during hardening to ensure a tight fit for the repair. Remove the form after 24 hours and immediately the chimney shall be carefully chipped away to avoid breaking concrete out of the repair; the surface of the repair concrete shall be dressed as required.

3.2.3 Resinous and Latex Material Repair

In lieu of the portland cement bonding coats specified above, an epoxy resin or a latex bonding agent may be used. based mortars specified above, an epoxy resin mortar based on epoxy resin or a mortar based on latex bonding agent may be used in suitable specific locations.

3.3 FINISHING UNFORMED SURFACES

The finish of all unformed surfaces shall meet the requirements of paragraph Tolerances in Section 03 30 00.00 10 CAST-IN-PLACE CONCRETE.

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3.3.1 General

The ambient temperature of spaces adjacent to unformed surfaces being finished and of the base on which concrete will be placed shall be not less than 50 degrees F. In hot weather all requirements of Section 03 30 00.00 10 CAST-IN-PLACE CONCRETE paragraphs Hot Weather Requirements and Prevention of Plastic Shrinkage Cracking above shall be met. Unformed surfaces that are not to be covered by additional concrete or backfill shall have a float finish, with additional finishing as specified below, and shall be true to the elevation shown on the drawings. Surfaces to receive additional concrete or backfill shall be brought to the elevation shown on the drawings, properly consolidated, and left true and regular.

Unless otherwise shown on the drawings, exterior surfaces shall be sloped for drainage. Where drains are provided, interior floors shall be evenly sloped to the drains. Joints shall be carefully made with a jointing or edging tool. The finished surfaces shall be protected from stains or abrasions. Grate tampers or "jitterbugs" shall not be used for any surfaces. The dusting of surfaces with dry cement or other materials or the addition of any water during finishing shall not be permitted. If bleedwater is present prior to finishing, the excess water shall be carefully dragged off or removed by absorption with porous materials such as burlap. During finishing operations, extreme care shall be taken to prevent over finishing or working water into the surface; this can cause "crazing" (surface shrinkage cracks which appear after hardening) of the surface. Any slabs with surfaces which exhibit significant crazing shall be removed and replaced. During finishing operations, surfaces shall be checked with a 10 foot straightedge, applied in both directions at regular intervals while the concrete is still plastic, to detect high or low areas.

3.3.2 Floated Finish

Slabs to receive more than a rough slab finish shall next be given a wood float finish. Areas as indicated on the drawings. The screeding shall be followed immediately by darbying or bull floating before bleeding water is present, to bring the surface to a true, even plane. No water, cement, or mortar shall be added to the surface during the finishing operation. Then, after the concrete has stiffened so that it will withstand a man's weight without imprint of more than 1/4 inch and the water sheen has disappeared, it shall be floated to a true and even plane free of ridges. Perform floating by use of suitable hand floats or power driven equipment. Use sufficient pressure on the floats to bring a film of moisture to the surface. Hand floats shall be made of wood, magnesium, or aluminum.

Lightweight concrete or concrete that exhibits stickiness shall be floated with a magnesium float. Care shall be taken to prevent over-finishing or incorporating water into the surface.

3.3.3 Troweled Finish

Areas as indicated on the drawings shall be given trowel finish. After floating is complete and after the surface moisture has disappeared, unformed surfaces shall be steel-troweled to a smooth, even, dense finish, free from blemishes including trowel marks. In lieu of hand finishing, an approved power finishing machine may be used in accordance with the directions of the machine manufacturer. Additional trowelings shall be performed, either by hand or machine until the surface has been troweled 2 times, with waiting period between each. Care shall be taken to prevent blistering and if such occurs, troweling shall immediately be stopped and operations and surfaces corrected. A final hard steel troweling shall be done by hand, with the trowel tipped, and using hard pressure, when the

SECTION 03 35 00.00 10 Page 7 surface is at a point that the trowel will produce a ringing sound. The finished surface shall be thoroughly consolidated and shall be essentially free of trowel marks and be uniform in texture and appearance. The concrete mixture used for troweled finished areas shall be adjusted, if necessary, in order to provide sufficient fines (cementitious material and fine sand) to finish properly.

3.4 EXTERIOR SLAB AND RELATED ITEMS

3.4.1 Pavements

Immediately following the final consolidation of the surface, the pavement shall be floated longitudinally from bridges resting on the side forms and spanning but not touching the concrete. If necessary, additional concrete shall be placed and screeded, and the float operated until a satisfactory surface has been produced. The floating operation shall be advanced not more than half the length of the float and then continued over the new and previously floated surfaces. After finishing is completed but while the concrete is still plastic, eliminate minor irregularities and score marks in the pavement surface by means of long-handled cutting straightedges.

Straightedges shall be 12 feet in length and shall be operated from the sides of the pavement and from bridges. A straightedge operated from the side of the pavement shall be equipped with a handle 3 feet longer than one-half the width of the pavement. The surface shall then be tested for trueness with a 12 foot straightedge held in successive positions parallel and at right angles to the center line of the pavement, and the whole area covered as necessary to detect variations. The straightedge shall be advanced along the pavement in successive stages of not more than one-half the length of the straightedge. Depressions shall be immediately filled with freshly mixed concrete, struck off, consolidated, and refinished.

Projections above the required elevation shall also be struck off and refinished. Continue the straightedge testing and finishing until the entire surface of the concrete is true. Before the surface sheen has disappeared and well before the concrete becomes nonplastic, the surface of the pavement shall be given a nonslip sandy surface texture by use of a burlap drag. A strip of clean, wet burlap from 3 to 5 feet wide and 2 feet longer than the pavement width shall be carefully pulled across the surface. Round edges and joints with an edger having a radius of 1/8 inch.

3.4.2 Sidewalks

Apply a lightly broomed finish.

3.4.3 Curbs and Gutters

Finish exposed surfaces using a stiff bristled brush.

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SECTION TABLE OF CONTENTS

DIVISION 04 - MASONRY

SECTION 04 20 00

MASONRY

02/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Local/Regional Materials

1.2.2 Environmental Data

1.2.3 Design Requirements

1.2.3.1 Unit Strength Method

1.2.3.2 Seismic Requirement

1.2.3.3 Special Inspection

1.2.3.4 Masonry Strength

1.2.4 Additional Requirements

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Appearance

1.4.2 Contamination

1.4.3 Sample Masonry Panels

1.4.3.1 Configuration

1.4.3.2 Composition

1.4.3.3 Construction Method

1.4.3.4 Usage

1.4.4 Masonry Inspector Qualifications

1.4.5 Detail Drawings

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Masonry Units

1.5.2 Reinforcement, Anchors, and Ties

1.5.3 Cementitious Materials, Sand and Aggregates

1.6 PROJECT/SITE CONDITIONS

1.6.1 Hot Weather Installation

1.6.2 Cold Weather Installation

PART 2 PRODUCTS

2.1 GENERAL REQUIREMENTS

2.2 CONCRETE MASONRY UNITS (CMU)

2.2.1 Aggregates

2.2.2 Kinds and Shapes

2.2.2.1 Architectural Veneer Units

2.2.2.2 Patterned, Decorative Screen Units

2.3 MORTAR FOR STRUCTURAL MASONRY

2.4 MASONRY MORTAR

2.4.1 Admixtures for Masonry Mortar

2.4.2 Cement

2.4.3 Pre-Mixed Mortar

2.4.4 Sand and Water

2.5 WATER-REPELLANT ADMIXTURE

SECTION 04 20 00 Page 1

2.6 GROUT AND READY-MIXED GROUT

2.6.1 Admixtures for Grout

2.6.2 Grout Barriers

2.7 ANCHORS, TIES, AND BAR POSITIONERS

2.7.1 Wire Mesh Ties

2.7.2 Wall Ties

2.7.3 Dovetail Anchors

2.7.4 Adjustable Anchors

2.7.5 Bar Positioners

2.8 JOINT REINFORCEMENT

2.9 REINFORCING STEEL BARS AND RODS

2.10 CONTROL JOINT KEYS

2.11 EXPANSION-JOINT MATERIALS

2.12 THROUGH WALL FLASHING

2.13 WEEP HOLE VENTILATORS

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Protection

3.1.2 Completed Masonry and Masonry Not Being Worked On

3.1.3 Stains

3.1.4 Loads

3.1.5 Surfaces

3.2 LAYING MASONRY UNITS

3.2.1 Forms and Shores

3.2.2 Reinforced Concrete Masonry Units Walls

3.2.3 Concrete Masonry Units

3.2.4 Tolerances

3.2.5 Cutting and Fitting

3.2.6 Jointing

3.2.6.1 Flush Joints

3.2.6.2 Tooled Joints

3.2.6.3 Door and Window Frame Joints

3.2.7 Joint Widths

3.2.7.1 Concrete Masonry Units

3.2.8 Embedded Items

3.2.9 Unfinished Work

3.2.10 Masonry Wall Intersections

3.2.11 Partitions

3.3 ANCHORED VENEER CONSTRUCTION

3.4 WEEP HOLES

3.5 COMPOSITE WALLS

3.6 MORTAR MIX

3.7 REINFORCING STEEL

3.7.1 Positioning Bars

3.7.2 Splices

3.8 JOINT REINFORCEMENT INSTALLATION

3.9 PLACING GROUT

3.9.1 Vertical Grout Barriers for Fully Grouted Walls

3.9.2 Horizontal Grout Barriers

3.9.3 Grout Holes and Cleanouts

3.9.3.1 Grout Holes

3.9.3.2 Cleanouts for Hollow Unit Masonry Construction

3.9.3.3 Cleanouts for Solid Unit Masonry Construction

3.9.4 Grouting Equipment

3.9.4.1 Grout Pumps

3.9.4.2 Vibrators

3.9.5 Grout Placement

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3.9.5.1 Low-Lift Method

3.9.5.2 High-Lift Method

3.10 BOND BEAMS

3.11 CONTROL JOINTS

3.12 JOINTS SHOWN ON THE DRAWINGS

3.13 SHELF ANGLES

3.14 LINTELS

3.14.1 Masonry Lintels

3.15 ANCHORAGE TO CONCRETE AND STRUCTURAL STEEL

3.15.1 Anchorage to Concrete

3.15.2 Anchorage to Structural Steel

3.16 PARGING

3.17 POINTING AND CLEANING

3.17.1 Dry-Brushing

3.18 BEARING PLATES

3.19 PROTECTION

3.20 WASTE MANAGEMENT

3.20.1 Separate and Recycle Waste

3.20.2 Take-Back Program

3.21 TEST REPORTS

3.21.1 Field Testing of Mortar

3.21.2 Field Testing of Grout

3.21.3 Prism Tests

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SECTION 04 20 00 Page 3

SECTION 04 20 00

MASONRY

02/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 530/530.1 (2011; Errata 2011) Building Code Requirements and Specification for Masonry Structures

ACI SP-66 (2004) ACI Detailing Manual

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A167 (1999; R 2009) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A615/A615M (2012) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A641/A641M (2009a) Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire

ASTM A82/A82M (2007) Standard Specification for Steel Wire, Plain, for Concrete Reinforcement

ASTM B370 (2012) Standard Specification for Copper Sheet and Strip for Building Construction

ASTM B633 (2011) Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

ASTM C1019 (2011) Standard Test Method for Sampling and Testing Grout

ASTM C1072 (2011) Standard Test Method for Measurement of Masonry Flexural Bond Strength

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ASTM C1142 (1995; R 2007) Standard Specification for Extended Life Mortar for Unit Masonry

ASTM C129 (2011) Standard Specification for Nonloadbearing Concrete Masonry Units

ASTM C144 (2011) Standard Specification for Aggregate for Masonry Mortar

ASTM C150/C150M (2012) Standard Specification for Portland Cement

ASTM C270 (2012a) Standard Specification for Mortar for Unit Masonry

ASTM C476 (2010) Standard Specification for Grout for Masonry

ASTM C494/C494M (2012) Standard Specification for Chemical Admixtures for Concrete

ASTM C593 (2006; R 2011) Fly Ash and Other Pozzolans for Use with Lime for Soil Stabilization

ASTM C641 (2009) Staining Materials in Lightweight Concrete Aggregates

ASTM C780 (2012a) Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry

ASTM C90 (2012) Loadbearing Concrete Masonry Units

ASTM C91/C91M (2012) Standard Specification for Masonry Cement

ASTM C94/C94M (2012) Standard Specification for Ready-Mixed Concrete

ASTM D2000 (2012) Standard Classification System for Rubber Products in Automotive Applications

ASTM D2240 (2005; R 2010) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D2287 (2011) Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds

INTERNATIONAL CODE COUNCIL (ICC)

IBC (2012) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2012) Seismic Design for Buildings

SECTION 04 20 00 Page 5

1.2 SYSTEM DESCRIPTION

1.2.1 Local/Regional Materials

See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Masonry materials may be locally available. Submit documentation indicating distance between manufacturing facility and the project site, and distance of raw material origin from the project site.

Indicate relative dollar value of local/regional materials to total dollar value of products included in the project.

1.2.2 Environmental Data

Submit manufacturer's descriptive data. Documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.

1.2.3 Design Requirements

1.2.3.1 Unit Strength Method

Compute compressive strength of masonry system "Unit Strength Method", ACI 530/530.1. Submit calculations and certifications of unit and mortar strength.

1.2.3.2 Seismic Requirement

In addition to design requirements of IBC, provide additional seismic reinforcement as detailed on the drawings. The total minimum reinforcing percentage for structural walls shall be 0.20 percent and non-structural walls shall be 0.15 percent. The maximum spacing of reinforcing bars shall be as follows:

Wall Type Vertical Horizontal

Structural 32 inches 32 inches

Non-structural 48 inches 48 inches

Bond beams are required at the top of footings, at the bottom and top of openings at roof and floor levels, and at the top of parapet walls.

1.2.3.3 Special Inspection

Perform special inspections and testing for seismic-resisting systems and components in accordance with UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS and Section 01 45 35 SPECIAL INSPECTIONS.

1.2.3.4 Masonry Strength

Determine masonry strength in accordance with ACI 530/530.1; submit test reports on three prisms as specified in ACI 530/530.1. The cost of testing shall be paid by the Contractor.

1.2.4 Additional Requirements

a. Maintain at least one spare vibrator on site at all times.

SECTION 04 20 00 Page 6

b. Provide bracing and scaffolding necessary for masonry work. Design bracing to resist wind pressure as required by local code.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings; G

SD-03 Product Data

Local/Regional Materials Environmental Data Cement Cold Weather Installation

SD-04 Samples

Concrete Masonry Units (CMU); G Sample Masonry Panels; G Anchors, Ties, and Bar Positioners Expansion-Joint Materials Joint Reinforcement

SD-05 Design Data

Pre-mixed Mortar Unit Strength Method Water-Repellant Admixture

SD-06 Test Reports

Field Testing of Mortar; G Field Testing of Grout; G Prism tests; G Masonry Cement Masonry Inspector Qualifications; G Single-Wythe Masonry Wall Water Penetration Test

SD-07 Certificates

Concrete Masonry Units (CMU) Anchors, Ties, and Bar Positioners Expansion-Joint Materials Joint Reinforcement Masonry Cement Admixtures for Masonry Mortar Admixtures for Grout Contamination

SD-08 Manufacturer's Instructions

SECTION 04 20 00 Page 7

Masonry Cement

SD-10 Operation and Maintenance Data

Take-Back Program

1.4 QUALITY ASSURANCE

1.4.1 Appearance

Blend all block to produce a uniform appearance when installed. An observable "banding" or "layering" of colors or textures caused by improperly mixed brick is unacceptable.

1.4.2 Contamination

When using bricks containing contaminated soil, supplier shall certify that the hazardous waste is neutralized by the manufacturing process and that no additional pollutants will be released, or that the product is free from hazardous contaminants.

1.4.3 Sample Masonry Panels

After material samples are approved and prior to starting masonry work, construct a portable panel of sample masonry panels for each type and color of masonry required. At least 48 hours prior to constructing the sample panel or panels, submit written notification to the Contracting Officer.

Submit one panel of clay or shale brick, 2 by 2 feet, containing approximately 24 brick facings to establish range of color and texture.

Sample panels shall not be built in, or as part of the structure, but shall be located where directed.

1.4.3.1 Configuration

Panels shall be L-shaped or otherwise configured to represent all of the wall elements. Panels shall be of the size necessary to demonstrate the acceptable level of workmanship for each type of masonry represented on the project. The minimum size of a straight panel or a leg of an L-shaped panel shall be 8 feet long by 6 feet high.

1.4.3.2 Composition

Panels shall show full color range, texture, and bond pattern of the…