danielle katz portfolio | professional work by danielle.katz

danielle erica katz portfolio

glenwood school 04 s c h o o l f o r 2 0 1 0 -

g i r l s 2 0 1 1

zelenko residence 12 vaction residence 2011

riu plaza new york 26 hotel & residential complex 2102 - present

65 east main street 34 community & commercial space 2013

135 east 47th street 38 hotel & residential building 2013

fegan residence 42 permanent residence 2013 - present

155 west 47th street 48 hotel complex 2014

table of contents

danielle erica katz portfolio 04

glenwood school forrest street monroe, ny 10950 yeshiva school for g i r l s complete architect u r a l d e s i g n structural details mechanical & elec t r i c a l s y s t e m s

work produced at ro d g e r w. b r a l e y a rc h i t e c t s

glenwood school

danielle erica katz portfolio 05

Exterior View (North)

A100

Exterior View (

A100

Exterior View (North)

A100

Exterior View (E

A100

exterior view - north exterior view - south

Exterior View (South)

A100

2 A100

glenwood school 4

Exterior View (

A100

Exterior View (South)

A100

Exterior View (W

danielle erica katz portfolio

SEAL

06 282’ − 0" 141’ − 0"

141’ − 0"

12’ − 1 1/2"

257’ − 9"

12’ − 1 1/2"

128’ − 10 1/2"

101’ − 4 1/2"

55’ − 0"

101’ − 4 1/2" 27’ − 6"

31’ − 0"

12’ − 0"

15’ − 6"

6’ − 5"

18’ − 2"

6’ − 5"

19’ − 0"

4’ − 6"

1031 SF

Special Education 116 152 SF

159

4’ − 0"

8’ − 0"

161

160

8’ − 9"

156 5’ − 0"

Special Education 117

163

6’ − 0"

19’ − 0"

PROJECT

19’ − 0"

167 Cafeteria 118

168

170

166

3711 SF

138

171

135

136

133

134

125

173

126

Teacher’s Room 106

131 129

325 SF

Teacher’s Room 107

132 130

Kitchen 121 1485 SF

325 SF

S113

1 A115

164

Special Education 114

165

156 SF

127

156 SF

2 A112

124 137

128 141

83’ − 4 1/4"

176

83’ − 4 1/4"

139

55’ − 8 1/2"

174

140

SEAL

175

1 A114

6 A115

Mechanical Room 108

15’ − 0"

9’ − 0"

Storage 120 555 SF

169 19’ − 0"

122

123

155

157 158

22’ − 1 3/4"

118

16 A114

Special Education 113 152 SF

172

59’ − 1 1/2"

22’ − 1 3/4"

Cooking Classroom 119 555 SF

A111

3’ − 0"

162

57’ − 1 1/2"

4’ − 0"

Special Education 112 151 SF

4’ − 0"

116

121

28’ − 6"

8’ − 6"

154

4’ − 0"

12’ − 0"

17’ − 6"

56’ − 2"

27’ − 0 1/4"

Open to Above

117 Cafeteria 109 3711 SF

142

Special Education 115 151 SF

27’ − 0 1/4"

143

13’ − 6"

4’ − 0"

112 114

Lobby 105

19’ − 0"

11’ − 0"

145

19’ − 0"

4’ − 0"

Glenwood School

144

12’ − 0"

8’ − 9"

269

111 113

530 SF

150

8’ − 6"

37’ − 0"

16’ − 7"

11 A114

6’ − 9"

456 Entry 103 172 SF

107

106

115

39’ − 0"

33’ − 0"

108 SF

35’ − 0"

Babysitting Room 110 530 SF

Babysitting Room 111

6 A114

152 153

TITLE

740 SF

1 0’ − 9"

A111

Level 1

12’ − 1 1/2"

141’ − 0"

282’ − 0" 0’ − 9"

12’ − 0"

14’ − 9" 27’ − 6"

3/32" = 1’−0"

A101

0’ − 6"

15’ − 0"

Recption 104

108

151

39’ − 0"

Entry 102 113 SF

38’ − 0"

267

6’ − 0"

8’ − 9"

40’ − 0"

4’ − 0"

105

37’ − 0"

4’ − 0"

459

56’ − 2"

66’ − 0"

6’ − 0"

10’ − 0"

4’ − 0"

66’ − 0"

78’ − 0"

17’ − 6"

22’ − 1 3/4"

147

96’ − 0"

4’ − 0"

287 SF

6’ − 9"

1’ − 6" 6’ − 0" 1’ − 6"

4’ − 6" 22’ − 1 3/4"

28’ − 0"

21’ − 0"

33’ − 0"

39’ − 0"

4’ − 0"

12’ − 0"

26’ − 6"

1’ − 3 1/4"

2’ − 9 1/4"

3’ − 0"

59’ − 1 1/2"

13’ − 6"

48’ − 0"

148

102 Entry 101

12’ − 0"

146

48’ − 0"

9’ − 1"

101

57’ − 1 1/2"

3’ − 2 3/4"

1’ − 8 3/4"

9’ − 0"

5’ − 6" 11’ − 0"

6’ − 0"

8’ − 0"

15’ − 0"

9’ − 1"

149

RODGER W. BRALEY ARCHITECT

27’ − 6" 12’ − 0"

14’ − 9"

12’ − 0"

0’ − 9"

141’ − 0"

27’ − 6"

257’ − 9"

12’ − 1 1/2"

55’ − 0"

128’ − 10 1/2"

55’ − 0"

101’ − 4 1/2"

101’ − 4 1/2" 27’ − 6"

A113 31’ − 0"

12’ − 0"

15’ − 6"

15’ − 6" 18’ − 2"

6’ − 5"

A113

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

24’ − 10 1/2"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

24’ − 10 1/2"

4’ − 0"

Principal’s Office 206

25’ − 2 1/4"

33’ − 0"

Classroom 212 623 SF

216

7’ − 0"

215

12’ − 0"

8’ − 9"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

25’ − 2 1/4"

16 A115

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

24’ − 10 1/2"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

6’ − 1 1/4"

4’ − 0"

24’ − 10 1/2"

Classroom 222 623 SF

Classroom 223 623 SF

8’ − 1 1/4"

The Design and Concep prints and accompanyin property of Rodger W. not be used, copied, or prior written concent of

214

209

208

Classroom 211 631 SF

6’ − 9"

Dean’s Office 210 140 SF

11 A115

Secretaty & Reception 207 177 SF

27 Classroom 213 623 SF

12’ − 0"

132 SF

213

211

150 SF

207

Classroom 214 623 SF

Principal & Reception Office 209

212 210

8’ − 9"

9’ − 0"

Conference Room 208 198 SF

6’ − 9"

48’ − 0"

24’ − 10 1/2"

13’ − 6"

2 UP

Classroom 220 631 SF

A112

Classroom 221 623 SF

33’ − 0"

4’ − 0"

13’ − 6"

39’ − 0"

12’ − 0"

8’ − 4"

9’ − 0"

5’ − 6"

8’ − 1 1/4"

39’ − 0"

6’ − 1 1/4"

6’ − 0"

15’ − 0"

REVISION DATE PROJECT

SCALE

Open to Below

220

219

218

243

6’ − 0"

221

234

235

DWN. BY

Classroom 218 600 SF

Classroom 217 600 SF

Classroom 216 600 SF

22’ − 2"

6’ − 0"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

12’ − 11 3/4" 8’ − 11 3/4"

9’ − 8 3/4"

4’ − 0"

4’ − 0" 5’ − 8 3/4"

8’ − 0"

3’ − 6 1/4" 1’ − 6 1/4"

6’ − 9"

A116

0’ − 9"

A111 12’ − 0"

8’ − 3"

9’ − 0"

261 262 263

Classroom 225 600 SF

Classroom 226 600 SF

Classroom 227 600 SF

Classroom 228 600 SF

22’ − 2"

251

3’ − 6 1/4" 1’ − 6 1/4"

4’ − 0"

9’ − 8 3/4"

12’ − 11 3/4"

8’ − 0"

5’ − 8 3/4" 4’ − 0"

8’ − 11 3/4"

253

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

SHEET

254 255 6’ − 9" 4’ − 9"

TITLE

14’ − 9" 55’ − 0"

3/32" = 1’−0"

252

9’ − 0 1/2"

202

14’ − 9"

Level 2

1’ − 0"

SHEET

249 250

265 266 11’ − 1 1/4"

3’ − 9"

14’ − 9 3/4" 10’ − 9 3/4"

201

6’ − 0" 1’ − 11 3/4"

Entry 201 1148 SF

11’ − 1 1/4"

6’ − 9"

4’ − 0"

12’ − 0"

1’ − 0"

6’ − 9"

4’ − 0"

9’ − 0 1/2"

248 S113

Room 333 248 SF

A102

13’ − 4"

6’ − 0"

6’ − 9" 4’ − 9"

22’ − 2"

256

264

240 241 22’ − 2"

229 230

257

1’ − 0"

239

228

258

206

4’ − 11 3/4"

5’ − 3"

227

204 19’ − 4"

Book Storage 215 248 SF

238

259

203

0’ − 5 3/4"

236 237

COMMISION N

A113 260

39’ − 0"

Classroom 219 600 SF

226

15’ − 0"

242

8’ − 0"

233

4’ − 8 1/2"

232

38’ − 0 3/4"

33’ − 0"

39’ − 0"

DATE

247

A116 231

224 225

48’ − 0"

246

10’ − 0"

A111

217

205

glenwood school

245

35’ − 0"

223

level 1 floor plan level 2 floor plan

244

4’ − 0"

66’ − 0"

78’ − 0"

96’ − 0"

10’ − 0"

222

Glenwood School Building

6’ − 5"

10−1/2 WOOSTER ST

RODGER W. BRALEY ARCHITECT

4 27’ − 6" 12’ − 0"

4 A113 1 A116 3 A113

12’ − 0"

0’ − 9"

A101

danielle erica katz portfolio

SEAL

07 282’ − 0" 141’ − 0"

141’ − 0"

12’ − 1 1/2"

257’ − 9"

12’ − 1 1/2"

128’ − 10 1/2"

128’ − 10 1/2" 101’ − 4 1/2"

27’ − 6"

12’ − 0"

31’ − 0"

12’ − 0"

15’ − 6"

6’ − 5"

18’ − 2"

4’ − 0"

17’ − 6"

4’ − 0"

24’ − 10 1/2"

25’ − 2 1/4"

Classroom 315 623 SF

Classroom 314 623 SF

Classroom 313 631 SF

33’ − 0"

150 SF

9’ − 0"

2 UP

4’ − 0"

13’ − 6"

4’ − 0"

25’ − 2 1/4"

24’ − 10 1/2"

Classroom 322 631 SF

Classroom 323 623 SF

12’ − 0"

17’ − 6"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

24’ − 10 1/2"

6’ − 1 1/4"

4’ − 0"

8’ − 1 1/4"

24’ − 10 1/2"

Classroom 324 623 SF

Classroom 325 623 SF

338

339

340

341

342

3 313 A111

337

Classroom 321 600 SF

327

Classroom 320 600 SF

335

336

Classroom 319 600 SF

Classroom 318 600 SF

Offices 317 284 SF

48’ − 0"

328

10’ − 0"

334

5 A113

355 4’ − 0"

354

353

352

351

343

4’ − 0"

Sewing Classroom 309 465 SF

Classroom 327 600 SF

Book & Supply Room 326 284 SF

Sewing Classroom 311 465 SF

Classroom 328 600 SF

Classroom 329 600 SF

344 345

Classroom 330 600 SF

346 347

329

39’ − 0"

33’ − 0"

325 326

333

8’ − 0"

332

PROJECT

Cubicles 307 178 SF

314

318

A112

303

Sewing Office 308 73 SF

319

6’ − 0"

10’ − 0"

66’ − 0"

320

12’ − 0"

17’ − 6"

A116 324

39’ − 0"

321

4’ − 0"

78’ − 0"

96’ − 0"

322

13’ − 6"

4’ − 0"

310 302

304 Copy Room 306 153 SF

12’ − 0" 4’ − 0"

311

Principal & Secretary’s Office 302 141 SF

8’ − 9"

140 SF

305

5’ − 3 1/4"

323

6’ − 9"

Dean’s Office 305

307

Principal’s Office 301

5’ − 4 1/4"

39’ − 0"

312 309

306

8’ − 9"

301 Classroom 316 623 SF

308

Forrest Street Monroe, NY 10950

17’ − 6"

6’ − 9"

48’ − 0"

24’ − 10 1/2"

4’ − 0"

12’ − 0"

Glenwood School Building

4’ − 0"

13’ − 6"

33’ − 0"

17’ − 6"

12’ − 0"

39’ − 0"

4’ − 0"

13’ − 6"

10’ − 0"

4’ − 0"

12’ − 0"

35’ − 0"

8’ − 1 1/4"

13’ − 6"

Conference Room 4 304 A113 132 SF

Conference Room 303 198 SF

12’ − 0" 12’ − 0"

9’ − 1"

13’ − 6"

9’ − 0"

5’ − 6"

12’ − 0"

6’ − 1 1/4"

6’ − 0"

15’ − 0"

9’ − 1"

6’ − 5"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

55’ − 0"

RODGER W. BRALEY ARCHITECT

101’ − 4 1/2"

348

SEAL 22’ − 2"

330 331

22’ − 2"

10’ − 6"

20’ − 10 1/4"

317

20’ − 10 1/4"

315

10’ − 6"

22’ − 2"

4’ − 0"

12’ − 0"

14’ − 9 3/4"

4’ − 0"

10’ − 9 3/4"

4’ − 0"

14’ − 9 3/4"

12’ − 0"

4’ − 0"

10’ − 9 3/4"

4’ − 0"

14’ − 9 3/4"

12’ − 0"

4’ − 0"

10’ − 9 3/4"

4’ − 0"

12’ − 0"

12’ − 11 3/4" 8’ − 11 3/4"

9’ − 8 3/4"

4’ − 0"

4’ − 0" 5’ − 8 3/4"

8’ − 0"

3’ − 6 1/4"

3’ − 6 1/4" 4’ − 0"

1’ − 6 1/4"

Typing Classroom 310 456 SF

2 A116

8’ − 0"

9’ − 8 3/4"

12’ − 11 3/4"

5’ − 8 3/4" 4’ − 0"

8’ − 11 3/4"

4’ − 0"

14’ − 9 3/4"

12’ − 0"

4’ − 0"

10’ − 9 3/4"

14’ − 9 3/4"

12’ − 0"

4’ − 0"

10’ − 9 3/4"

4’ − 0"

349 350

12’ − 0"

6’ − 9" 4’ − 9"

TITLE

12’ − 1 1/2" 128’ − 10 1/2"

101’ − 4 1/2"

55’ − 0"

27’ − 6" 31’ − 0"

12’ − 0" 15’ − 6"

24’ − 7"

6’ − 5"

Conference Room 403

12’ − 0"

8’ − 1 1/4"

12’ − 0" 4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

Principal & Secretary’s Office 404 133 SF

197 SF

6’ − 9"

4’ − 0"

9’ − 1"

406

8’ − 9"

9’ − 0"

5’ − 6"

A116

6’ − 1 1/4"

101’ − 4 1/2"

A113

15’ − 6"

407 405

411 Secretaries’ Office 405

408

404 24’ − 10 1/2"

24’ − 10 1/2"

25’ − 2 1/4"

48’ − 0"

24’ − 10 1/2"

Principal’s Office 401 151 SF

6’ − 9" 8’ − 9"

12’ − 0" 4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

13’ − 6"

4’ − 0"

12’ − 0"

17’ − 6"

4’ − 0"

6’ − 1 1/4"

4’ − 0"

8’ − 1 1/4"

141 SF

403 Recpetion & Secretary’s Office 402

25’ − 2 1/4"

410

24’ − 10 1/2"

The Design and Concepts represented by this prints and accompanying documents are the sole property of Rodger W. Braley Architect and may not be used, copied, or reproduced without the prior written concent of said office

109 SF

401

402

409

Classroom 410

Classroom 409

Classroom 408

623 SF

631 SF

414 Props Closet 406

412

413

155 SF

A112

Classroom 417

Classroom 418

Classroom 419

Classroom 420

631 SF

623 SF

REVISION PROJECT DATE

DESCRIPTION

21 A115

11’ − 0"

33’ − 0"

39’ − 0"

2 Classroom 411

Level 3 Floor Plan

257’ − 9" 128’ − 10 1/2"

3/32" = 1’−0"

27’ − 6"

9’ − 0"

10’ − 9 3/4"

4’ − 0"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

Level 3

12’ − 0"

15’ − 0"

4’ − 0"

141’ − 0"

12’ − 1 1/2"

6’ − 0"

14’ − 9 3/4"

12’ − 0"

141’ − 0"

4’ − 0"

282’ − 0"

A111

22’ − 2"

RODGER W. BRALEY ARCHITECT

6’ − 0"

4’ − 9"

4’ − 0"

A103

22’ − 2"

316 6’ − 9"

9’ − 0"

15’ − 0"

22’ − 2"

23’ − 4 1/4"

438

442

433

434

435

436

A113 455

427

Classroom 416

Classroom 415

Classroom 414

Classroom 413

600 SF

Book & Supply Room 412

Book & Supply Room 421

254 SF

428

454

453

452

451

443

416 DN

Classroom 422

Classroom 423

Classroom 424

Classroom 425

600 SF

444 445 446 447

429

448 22’ − 2"

430 431

22’ − 2"

Auditorium 407

10’ − 6"

6’ − 0"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

12’ − 11 3/4" 8’ − 11 3/4"

5’ − 3"

4’ − 0" 3’ − 3"

3’ − 3" 4’ − 0"

9’ − 0"

2 1

A116

A111

22’ − 2"

449 450

2410 SF 6’ − 9" 4’ − 9"

A104

22’ − 2"

Level 4

55’ − 0"

3/32" = 1’−0"

4 A113

A116

A113

12’ − 11 3/4" 8’ − 11 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

14’ − 9 3/4" 10’ − 9 3/4"

4’ − 0"

12’ − 0"

COMMISION NO.

07/01/11 DK

SHEET

2010−08

Forrest Street Monroe, NY 10950

425 426

15’ − 0"

DATE

21’ − 9 1/2"

432

33’ − 0"

441

437

417

39’ − 0"

440

DWN. BY

A111

418

A116 424

48’ − 0"

439

3 3

3/32" = 1’−0"

SCALE

415

419

A103

level 3 floor plan level 4 floor plan

SHEET

A103

6’ − 9" 4’ − 9"

TITLE

glenwood school evel 4 Floor Plan

420

Glenwood School Building

421

6’ − 0"

10’ − 0"

66’ − 0"

422

4’ − 0"

78’ − 0"

96’ − 0"

423

danielle erica katz portfolio 08

SEAL

282’ − 0" 141’ − 0"

141’ − 0"

12’ − 1 1/2"

257’ − 9"

12’ − 1 1/2"

128’ − 10 1/2"

101’ − 4 1/2"

55’ − 0"

101’ − 4 1/2"

27’ − 6"

12’ − 0"

31’ − 0"

12’ − 0"

15’ − 6"

15’ − 6" 24’ − 7"

6’ − 5"

RODGER W. BRALEY ARCHITECT

9’ − 0"

LP1

LP2

48’ − 0"

LP1 LP1

LP2 UP

33’ − 0"

4’ − 0"

8’ − 0"

LP1

LP1 S

33’ − 0"

48’ − 0"

LP2

LP1

6’ − 0" 15’ − 0"

LP1

LP2

LP1

S S

9’ − 0"

LP2

LP1

S LP1

LP1

SSSS

LP1

LP1 LP2

LP2

PROJECT

LP2

LP1

S LP2

39’ − 0"

LP1

4’ − 0"

78’ − 0"

66’ − 0"

96’ − 0"

39’ − 0"

LP2

Glenwood School Building

6’ − 0"

15’ − 0"

9’ − 1"

Level 1 − Lighting

ELEC100 3/32"

= 1’−0" LP1

LP2

NOTE: All Drop Ceiling Lights to be 2 x 2 or 2 x 4 Lamar Series 600 w/ Electronic Ballast & 16 Cell Parabolic Troffers

LP9

TITLE

Level 1 & Level 2

9’ − 0"

LP3 6’ − 0"

15’ − 0"

All Florescent Tube Lights to be 2 Tube FL Lamar Series 535 40W w/ Tamper Proof Lenses [20’ Made of (5) 4’ Segments] S

LP4 S

LP4

S LP4 48’ − 0"

39’ − 0"

LP4 LP4 UP

33’ − 0"

4’ − 0" 4’ − 0"

8’ − 0"

LP3

S LP3

LP3

S LP3

LP4

S S

LP3 LP3

LP3

LP4

LP4 LP4

LP4

S S

LP4

DATE DWN. BY COMMISION NO.

LP3 9’ − 0"

15’ − 0"

6’ − 0"

LP3

LP4

Level 2 − Lighting

ELEC100 3/32"

SHEET

LP4

ELEC1

= 1’−0" SHEET

glenwood school

SCALE

48’ − 0"

level 1 lighting plan level 2 lighting plan

The Design and Concepts rep prints and accompanying doc property of Rodger W. Brale not be used, copied, or repro prior written concent of said

REVISION DATE

LP4

33’ − 0"

LP3

39’ − 0"

66’ − 0"

78’ − 0"

96’ − 0"

LP3

ELEC100

danielle erica katz portfolio 09

SEAL 282’ − 0" 141’ − 0"

141’ − 0"

12’ − 1 1/2"

257’ − 9"

12’ − 1 1/2"

128’ − 10 1/2"

101’ − 4 1/2"

55’ − 0"

101’ − 4 1/2" 27’ − 6"

31’ − 0"

12’ − 0"

B.O.F 704.66’

B.O.F 704.16’

1’ − 0"

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C. B.O.F 704.16’

1’ − 6" 1’ − 0" 1’ − 6"

23’ − 2"

22’ − 6 1/2"

1’ − 0" 79’ − 0"

STEPS

2 A112

T.O. SLAB ELEV. 706.33’

5’ x 5’ x 1’ Footing w/ #5 Bars @ Bottom & Top @ 8" O.C. E.W.

2’ − 6" 2’ − 6"

3’ − 0"3’ − 0"

0’ − 4"

B.O.F 704.66’

B.O.F 704.16’

1’ − 0"

B.O.F 704.16’

14’ − 4"

7’ − 0" 0’ − 4"

18’ − 8 3/4"

2 S113

B.O.F 704.66’ B.O.F 704.66’

18’ − 8 3/4"

B.O.F 704.66’

---

Level @ Foundation

1 S100

128’ − 10 1/2"

B.O.F 704.66’

282’ − 0"

1’ − 6"

10’ − 1 1/2"

ELEV. 716.0’ 141’ − 0"

257’ − 9"

12’ − 1 1/2"

ELEV. 718.31’ 101’ − 4 1/2"

3/32" = 1’−0"

5’ x 5’ x 12" Column Footing w/ [8] #5 Bars E.W. @ Top & Bottom

B.O.F 704.66’

55’ − 0"

128’ − 10 1/2"

ELEV. 718.33’

TITLE

101’ − 4 1/2"

A113

27’ − 6"

12’ − 0"

31’ − 0"

12’ − 0"

3 15’ − 6"

15’ − 6"

A116

24’ − 7"

A113

Level 2 Plank Layout Foundation Plan

141’ − 0"

1’ − 6" 1’ − 0" 1’ − 6"

2 A116

A111

12’ − 1 1/2"

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

14’ − 0"

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

ELEV. 708.0’

112’ − 6" B.O.F 704.66’

1’ − 6" 1’ − 0" 1’ − 6"

1’ − 6" 1’ − 0"

15’ − 0"

6’ − 0"

1’ − 6"

10’ − 1 1/2"

9’ − 0"

53’ − 0"

1’ − 6" 1’ − 0"

B.O.F 704.66’ 112’ − 6"

B.O.F 704.66’

PROJECT

6’ x 6’ x 18" Column Footing w/ [8] #5 Bars E.W. @ Top & Bottom

---

25’ − 2"

---

24’ − 6 1/4"

24’ − 6"

22’ − 9 1/2"

48’ − 0"

39’ − 0"

33’ − 0"

19’ − 9"

LEVEL 1 F.F. ELEV. 706.33’ LEVEL 2 F.F. ELEV. 718.33’ LEVEL 3 F.F. ELEV. 729.33’ LEVEL 4 F.F ELEV. 740.33’ ROOF LEVEL ELEV. 751.33’

5 A113

B.O.F 704.16’

5’ − 0" 18’ − 8 3/4"

5’ x 11’6" x 18" Column Footing w/ #5 Bars E.W. @ Top & Bottom 5’ − 0"

B.O.F 704.66’

1’ − 6"

15’ − 8"

6’x 14’ 11 5/8" x 18" Column Footing w/ [16] #5 Bars @ Bottom E.W. & [16] #4 Bars @ Top E.W.

15’ − 8"

A111

5’ − 0"

B.O.F 704.66’

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

PROJECT

6’x 14’ 11 5/8" x 18" Column Footing w/

3 [16] #5 Bars @ Bottom E.W. & A116 [16] #4 Bars @ Top E.W.

1’ − 6" 1’ − 0" 1’ − 6"

1’ − 0"

5’ − 0"

1’ − 0"

STEPS B.O.F 700.83’ 18’ − 6 1/2"

33’ − 11"

1’ − 0"

B.O.F 702.5’

16’ − 11 1/4"

1’ − 6" 1’ − 0" 1’ − 6"

12’ − 3 1/2"

11’ − 1 3/4"

21’ − 8"

4’ − 0"

0’ − 4"

B.O.F 704.66’

1’ − 0" 5’ − 4 3/4" 1’ − 0"

5’ − 0"

B.O.F 702.5’

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

5’ x 5’ x 18" Column Footing w/ [8] #5 Bars E.W. @ Top & Bottom

B.O.F 704.16’

16’ − 11 1/4"

15’ − 8"

B.O.F 704.16’

7’ − 0"

4’ − 0" 14’ − 4"

6’ − 0"

10’ − 0"

4’ − 0"

78’ − 0"

66’ − 0"

---

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

3’ − 0" 3’ − 0"

2’ − 6" 2’ − 6"

B.O.F 702.5’

18’ − 4 1/4"

21’ − 8"

5’ x 5’ x 1’ Footing w/ #5 Bars @ Bottom & Top @ 8" O.C. E.W.

16’ − 11 1/4"

B.O.F 704.66’

64’ − 0"

5’ x 11’6" x 18" Column Footing w/ #5 Bars E.W. @ Top & Bottom

1’ − 6"

22’ − 6 3/4"

T.O. SLAB ELEV. 706.33’

5’ − 0"

96’ − 0"

1’ − 0" 1’ − 6"

1’ − 6" 1’ − 0" 1’ − 6"

STEPS

0’ − 4"

33’ − 0"

39’ − 0"

STEPS

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

16’ − 2 3/4"

B.O.F 700.83’

1’2" Concrete Slab w/ [10] #5 Bars @ Bottom E.W.

56’ − 8 1/2"

1’ − 6" 1’ − 0" 1’ − 6"

9’ − 0"

5’ − 6"

48’ − 0"

20’ − 0"

15’ − 0"

ELEV. 706.0’

4’ x 1’ Continuous Footing w/ [3] # 5 Bars @ Bottom # 4 Bars @ 2’0" O.C.

5’ x 5’x 12" Column Footing w/ [8] #5 Bars E.W. @ Top & Bottom

B.O.F 702.5’

8 S101 B.O.F 702.5’

---

6’ − 5"

9’ − 1"

---

13’ − 5 3/4"

22’ − 1 3/4" 5’ − 8 1/4"

0’ − 3 3/4"

21’ − 1 3/4"

12’ − 1 3/4" 5’ − 8 1/4"

34’ − 1 1/4"

W12x120 Flange Column

6" Masonry Block

Hollowcore Plank 38’ − 2 3/4"

10" Spancrete Level @ Foundation −3’ − 6"

1’ − 0"

0’ − 6"

0’ − 8" 16’ − 11 1/4"

6’ x 14’ 11 5/8" x 18" Column Footing w/ [16] #5 Bars @ Bottom E.W. & [16] #4 Bars @ Top E.W.

Level 1 0’ − 0"

0’ − 4"

[4] #4 Bars @ 6" O.C. Each Way

1’ − 6"

0’ − 3 3/4" 8’ − 4"

0’ − 3 3/4"

Level @ Teacher’s Rooms 1’ − 1 1/2"

4" Concrete Slab on Grade

0’ − 3 3/4" 8’ − 4"

41’ − 5" 4’ − 4 1/2"5’ − 0 1/2"

0’ − 3 3/4"

B.O.F @ 704.66’ −1’ − 8"

37’ − 1 3/4" 0’ − 4"

6’ − 4"

0’ − 4"

6’ − 0"

1/2" = 1’−0"

W12x120 Flange Column

B.O.F @ 704.66’ −1’ − 8"

#5 Bars @ 6" O.C. Level @ Foundation −3’ − 6"

REVISION DATE

S100

Revised Typical Footing @ W12x Flange Column 1/2" = 1’−0"

1 S102

DK DWN. BY REVISION 2010−08 COMMISION NO. DATE DESCRIPTION

SHEET

foundation level plan level 2 structural plank 3/32" = 1’−0"

S100

07/01/11

DATE DWN. BY

COMMISION NO.

2010−08

SHEET SHEET

S100

glenwood school

S102

Level 2 − Structural Plank 3/32" = 1’−0"

2:S100 Revised Footing Detail 3:S100 Revised Footing Detail

The Design and Concepts represented by this prints and accompanying documents are the Assole indicated SCALE property of Rodger W. Braley Architect and may not be used, copied, or reproduced without the 07/01/11 prior DATE written concent of said office

SCALE

DESCRIPTION

1/20/11

9’ − 0"

15’ − 0"

S100

Revised Footing @ Hallway Walls

Open to Below

[2] #5 Bars Cont.

2’ − 0"

0’ − 4"

2’ − 11 3/4"

Level @ Teacher’s Rooms 1’ − 1 1/2" [2] #4 Bars Cont. Level 1 Straight #5 Bar @ 2’ 0"0’O.C. − 0" @ Top & Bottom Set in Epoxy

23’ − 0 1/4"

0’ − 3 3/4"

0’ − 4" 0’ − 4" 1’ − 0"

33’ − 8 3/4"

27’ − 8 3/4"

33’ − 0"

39’ − 0"

0’ − 3 3/4"

0’ − 4" 36’ − 8 1/2"

42’ − 8 1/2"

17’ − 4 3/4" 0’ − 4"

1’ − 0"

0’ − 4"

0’ − 6"

6" Masonry Block

10’ − 0"

0’ − 3 3/4"

0’ − 4"

7’ − 0"

8’ − 0"

4’ − 0" 4’ − 0" 7’ − 0"

78’ − 0"

66’ − 0"

33’ − 0"

39’ − 0"

0’ − 4"

48’ − 0" 96’ − 0"

6’ − 0"

48’ − 0"

0’ − 3 3/4"

0’ − 4"

13’ − 1 3/4"

0’ − 6"

5’ − 8 1/4" 0’ − 3 3/4"

7’ − 6"

5’ − 3 3/4"

0’ − 4"

23’ − 0 1/4"

9’ − 0" 6’ − 0"

15’ − 0"

TITLE

0’ − 4"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 10−1/2 WOOSTER ST (203) 791−9778 BETHEL, CONNECTICUT 06801 (203) 791−9778

ELEV. 706.33’ B.O.F 702.5’

B.O.F 702.5’

6’ − 5" 9’ − 1"

16’ − 11 1/4"

---

SEAL

15’ − 6" 24’ − 7"

Forrest Street Monroe, NY 10950

15’ − 6"

Forrest Street Monroe, NY 10950

12’ − 0"

Glenwood School Glenwood School RODGER W. BRALEY ARCHITECT RODGER W. BRALEY ARCHITECT Building Building

27’ − 6"

SHEET

S102

danielle erica katz portfolio

Steel Bearing Plate W Fill 12 Top x 50 Course Wall Reinforcing B.O.

3" Insulation 12" CMU 4000 PSI [Manufactured byConcrete Montfort Column Bros.] 18" x 18" w/ Ladder Type Horizontal Reinforcing @ Every5" 3rd CourseCurtain Wall Glazed 2" Rigid Foam Insulation 3/4" Stucco

3" Insulation 12" CMU 4000 PSI [Manufactured by Column Montfort Bros.] 5" Glazed Curtain Wall 18" x 18" Concrete w/ Ladder Type Horizontal Reinforcing 14K6 Bar Joist−Rod Web Every 3rd Course 5"@Glazed Curtain Wall 2" Rigid Foam Insulation 3/4" Stucco

47 S108 S108

Exterior Bearing @ Metal Exterior Stud Parapet Bearing Exterior to@Curtain Metal Bearing @ Stud Wall10 to Curtain Cantilever Wall Ends

Aluminum Cover [Clipped to Mullion]

3" Insulation

# 4 Bent Bar Grouted into Keyway

8" Hollow Core Plank

Anchor Assembly Per Curtain Wall Manufacturer

8" Hollow Core Plank Level Level33 23’− −0" 0" 23’

Level 3 23’ − 0"

3 1/2" Metal Stud Wall 3/4" Drywall Metal Channel Base Molding

5’ − 0 1/2"

2’ − 0"

5’ − 0 1/2"

Metal Channel Perimeter Grout Base Molding

8" Hollow Core Plank 0’ − 8"

Anchor Assembly Per Curtain Wall Manufacturer

Level 3 Level 3 23’ − 0"23’ − 0"

8" Hollow Core Plank

3/4" Stucco

0’ − 1"

# 4 Bent Bar Grouted into Keyway

3’ − 6"

0’ − 6"

0’ − 9"

8" Hollow Core Plank

[Bolted to Metal Channel]

Level 2 Channel 8" x 5" Metal 12’ − 0" Fill Top Course Steel Angle Continuous Anchor Assembly Per [Weld to Support Angle & Curtain Wall Manufacturer Bar Joist @ 3’ O.C.] W 12 x 50 3" Insulation 16 Gauge Aluminum 12" CMU 4000 PSI W 12 x 35 [Manufactured Montfort 5" Glazed by Curtain WallBros.] w/ Ladder Type Horizontal Reinforcing @ Every 3rd Course 14K6 Bar Joist−Rod Web 18" x 18" Concrete Column

1’ − 6"

8" Hollow Core Plank

S10

8" Hollow Core Plank

2" Concrete Topping Butt Joint Grout 8" Hollow Core Plank #4 C.O.D. Bar Grouted intoLevel Keyway 3

Anchor Assembly Per Curtain Wall Manufacturer

2’ − 0"

− 6"

8" Hollow Core Plank

3 1/2" Metal Stud Wall 3/4" Drywall

0’ − 8"

2’ − 10 1/2"

glenwood school Metal Channel

Perimeter BaseGrout Molding 8" Hollow Core Plank

2’ − 10 1/2"

5" Glazed Curtain Wall

3 1/2" Metal Stud Wall 3/4" Drywall

Roofing Membrane 4" x 4" x 3/16" Continuous Ridgid Foam Insulation 3" Insulation Steel Angle [Bolted to CMU Block [Sloped − Min. 1/4":1’] @ 4’ O.C.] 2" Metal Decking 14K6 Bar Joist−Rod Web 3 1/2" Metal Stud Wall 3/4" Drywall Level Level @ Roof @ Roof Metal Channel − 0" − 0" Base Molding Continuous Steel Angle 45’45’

Exterior Bearing @ Metal StudExterior Parapet Steel Bearing Joist to Curtain @@ Exterior SidewallEnds 7 10Wall 12 Cantilever S108 S108 S108 3/4" 3/4" 3/4" = 1’−0" = 1’−0" = 1’−0"

S108= 3/4" 3/4" =1’−0" 3/4" 1’−0" = 1’−0"

5" Glazed Curtain Wall

structural details

8" CMU Block w/ Ladder Type Aluminum Cover 3/4" Stucco [Clipped to Mullion] Horizontal Reinforcing @ Every 3rd Course

14K6 Bar Joist−Rod Web 18" x 18" 1’ − 6" 5" Glazed Curtain WallConcrete Column

5" Glazed Curtain Wall

3" Insulation

3’ − 6"

0’ − 6"

Level 4 34’ − 0" Level @ Roof Metal Channel Base Molding Continuous Steel Angle 45’ − 0" Metal Channel [Bolted to Metal Channel] 8" Hollow Core Plank 2 8" x 5" Metal Level Channel 12’ − 0" Continuous Steel Angle Per W 12 x 50 Anchor Assembly[Weld to Support Angle & Curtain Wall Manufacturer Bar Joist @ 3’ O.C.] W 12 x 50 3" Insulation 16 Gauge Aluminum 3" Insulation

5" Glazed Curtain Wall

5 1/2" Metal Stud

W 12 x 35 5" Glazed Curtain Wall 18" x 18" Concrete Column

Exterior Bearing @ Metal ExteriorStud Bearing Parapet @ Metal to Curtain toWall Curtain Wall@ Roof Bearing 4 1 Stud 7Exterior S108 S108 S108 3/4" 3/4" 3/4" = =1’−0" 1’−0" = 1’−0"

/4" 3/4" = 1’−0" = 1’−0"

2’ − 0"

8" x 8" Concrete Column Aluminum Cover Continuous Steel Angle 3/4" Stucco [Clipped to Mullion] [Bolted to Metal Channel] Roofing Membrane Steel Angle @ 4’ O.C. Ridgid Foam Insulation 3" Insulation [Weld to Support Angle & [Sloped − Min. 1/4":1’] Bolt to Plank] 2" Metal Decking 8" Hollow Core Plank Metal Stud Wall 3 1/2" 3/4" Drywall

3’ − 6"

Continuous Steel Angle [Weld to Support Angle & Bar Joist @ 3’ O.C.] W 12 x 50 3" Insulation

Fill Top W Course 12 x 50 Wall Reinforcing B.O.

Exterior Bearing @ Metal StudBearing to Curtain Wall terior @ Roof

0’ − 1"

8" x 5" Metal Channel

Wood Blocking Metal Drip Edge 3/4" Stucco 5/8" Plywood

0’ − 8"

LevelLevel 3 2 23’ − 0" 23’ −12’ 0"− 0"

2" Concrete Topping Perimeter Grout Butt Joint Grout #4 U−Bar Pocket 8"Grouted Hollowinto Core Plank #4 Bar @ 4’ C.O.D. O.C. Grouted into Keyway

0’ − 7 1/4"

Steel Bearing Plate

0’ − 6"

Level 4 34’ − 0"

2’ − 6"

Level @ Roof 45’ − 0"

Wood Blocking Metal Drip Edge 3/4" Stucco3/4" Stucco Level @ Performance 5/8" Plywood5/8" Plywood Platform 5" Stud Glazed 5 1/2" Metal w/Curtain Wall 36’ − 6" 5 1/2" Metal Stud3/4" Drywall

2’ − 6 1/2"

Metal Channel 14K6 Bar Joist−Rod Web

Level @ Performance Platform 36’ − 6"

Wood Blocking Wood Blocking Metal Drip Edge Metal Drip Edge 3/4" Stucco 3/4" Stucco Level @ Performance 5/8" Plywood 5/8" Plywood Platform 5 1/2" Metal Stud w/ 36’ − 6" 5 1/2" Metal 3/4"Stud Drywall 8" x 8" Concrete Column Continuous Steel Angle 3/4"3/4" StuccoStucco [Bolted to Metal Channel] Roofing Membrane Roofing Membrane Steel Angle @ 4’ O.C. Ridgid Foam Insulation Ridgid Foam Insulation [Weld to Support Angle & [Sloped − Min. 1/4":1’] [Sloped − Min. 1/4":1’] Bolt to Plank] 2" Metal 2" Decking Metal Decking 8" Hollow Core Plank Level 4 34’ − 0" Level @ Roof Level @ Roof 45’Continuous − 0" Steel Angle 45’ − 0" Metal Channel 0’ − 4" [Bolted to Metal Channel] 14K6 Bar Joist−Rod Web

− 6"

0’ − 4"

Wood Blocking Metal Drip Edge 3/4" Stucco 5/8" Plywood 5 1/2" Metal Stud w/ 3/4" Drywall 8" x 8" Concrete Column Continuous Steel Angle 3/4" Stucco [Bolted to Metal Channel] Roofing Membrane Steel Angle @ 4’ O.C. Ridgid Foam Insulation [Weld to Support Angle & [Sloped − Min. 1/4":1’] Bolt to Plank] 2" Metal Decking 8" Hollow Core Plank

2’ − 6 1/2"

0’ − 6"

Level Level Level 23 3 0" − 0" 23’ 12’23’ −− 0"

8" Hollow PlankPlank 8" HollowCoreCore

8" Hollow Core Plank

0’ − 1"

3/4" Stucco

2’ − 6 1/2"

Metal Channel Base Molding

8" Hollow Core Plank

8" x 5" Metal Channel Continuous Steel Angle [Weld to Support Angle & Bar Joist @ 3’ O.C.] W 12 x 50 3" Insulation

W 12 x 50

Anchor Assembly Per Curtain Wall Manufacturer 16 Gauge Aluminum

3" Insulation 12" CMU 4000 PSI [Manufactured by Montfort Bros.] w/ Ladder Type Horizontal Reinforcing @ Every 3rd Course 2" Rigid Foam Insulation 3/4" Stucco

14K6 Bar Joist−Rod Web

5" Glazed Curtain Wall

Exterior Bearing @ Roof

Exterior Bearing @ Metal Stud to Curtain Wall

3/4" = 1’−0"

S108

5" Glazed Curtain Wall

18" x 18" Concrete Column

S108

# 4 Bent Bar Grouted into Keyway Bridge

Fill Top Course

0’ − 1"

3" Insulation

18" x 18" Concrete Column 12" CMU 4000 PSI 5" Glazed Curtain Wall [Manufactured by Montfort Bros.] w/ Ladder Type Horizontal Reinforcing @ Every 3rd Course

Exterior Bearing @ Typical Exterior Bearing @ Metal Floor to CMU Wall Wall to Curtain 4 2 Stud S108 S108 3/4" = 1’−0" 3/4" = 1’−0"

1’ − 6"

Exterior Bearing @ Metal Exterior Bearing Typical Stud Parapet to @ Curtain Floor to Curtain Exterior BearingWall @ Roof Wall

5 71

Butt Joint Grout

0’ − 1"

0’ − 6"

12" CMU 40 [Manufacture w/Ladder Ty Metal @ Every 3rd

Exterior Bearing @ Stud Curtain @ Change oftoExterior Direction SteelParapet Joist @ Exterior Wall 712 Wall 11 Sidewall S108 S108S108 3/4" ==1’−0" 3/4" = 1’−0" 3/4" 1’−0"

Level 3 23’ − 0"

w/ Ladder Type Horizontal Reinforcing @ Every 3rd Course

0’ − 4" 2’ − 10 1/2"

Level 3 23’ − 0"

5’ − 0 1/2"

2’ − 0"

8" Hollow Core Plank

# 4 Bent Bar Grouted into Keyway

Level 3 23’ − 0"

Horizontal Reinforcing @ Every 3rd Course

2’ − 0"

3/4" Stucco

3" Insulation

8" Hollow Core Plank 3 1/2" Metal Stud#4 Wall U−Bar Grouted into Pocket 3/4" Drywall @ 4’ O.C. 2" Concrete Topping Plank Camber Hidden by − 4" Metal 0’ Channel ButtMaterials Joint Grout Finish Base Molding Fill Top Course Solid 8" Hollow Core Plank#4 C.O.D. Bar Wall Reinforcing Grouted intoB.O. KeywayLevel 3 Level 2 8" CMU Block w/ Ladder Type 23’ − 0" 12’ − 0"

0’ − 8"

Perimeter Grout 8" Hollow Core Plank

W36 x 230

12" CMU Anchor Assembly Per4000 PSI by Montfort Bros.] Curtain Wall [Manufactured Manufacturer 0’ − 1"

1’ − 0"

#4 x 4’ Tie Rod Grouted into Keyway

Metal Channel Base MoldingFill Top Course Solid

Wall Reinforcing B.O.

Level 3 23’ − 0"

Weld Plate @ 4’ O.C.

1/8" x 3" Kordath Brg. Pad

8" Hollow Core Plank

− 6"

0’ − 1"

Level 3 23’ − 0"

− 6"

2’ − 10 1/2" 5’ − 0 1/2"

0’ − 4"

Fill Top CourseCont [We 8" HollowBar Cor W 12 3" I Plank Camber Material F 12" by CMU 4000 Fill Top Course [Manufactured 5"byG w/ Ladder Type @ Every Cour Wall 3rd Reinforci 14K6

Butt Joint Grout

Aluminum Cover 8" Hollow Core Plank [Clipped to Mullion]

8" Hollow Core Plank

#4 xStud 4’ TieWall Rod 3 1/2" Metal Grouted into Keyway 3/4" Drywall 0’ − 4"

Level 3 23’ − 0"

Standard Two Ear Header 16 Gauge Aluminum 3" Insulation [Attached to Plank Per W 12 x 35 Manufacturer’s Recomendation] 18" x 18" Concrete Column 8" Hollow Core Plank x 18" Concrete 5" 18" Glazed Curtain Wall Column

Butt Joint Grout

3" Insulation

2" Concrete Butt Joint Gro Cont #4 C.O.D. B [Bol Grouted into K 8" x

5" Glazed Curtain Wall

5" Glazed Curtain Wall Aluminum Cover Hollow Core Plank [Clipped to 8" Mullion]

4" x 4" x 3/16 Steel Angle [Bolte @ 4’ O.C.] 14K68" BarHollow Joist−R Cor

0’ − 9"

Level 2 12’ − 0"

Exterior Bearing @ Metal Change of Direction @ Exterior Bearing Stud to Curtain Standard TwoWall Ear Header Cantilever Ends 4 8 10 S108 S108S108 3/4" == 1’−0" 3/4" 1’−0" 3/4" = 1’−0"

3/4" ==1’−0" 1’−0" 3/4"

S108 S108

Level 4 34’ − 0"

Anchor W 12 x 50Assembly Per Curtain Wall Manufacturer

12" CMU 4000 PSI W 12 x 50 Glazed Curtain Wall [Manufactured by Montfort5" Bros.] w/ Ladder Type Horizontal Reinforcing @ Every 3rd Course 14K6 Bar Joist−Rod Web 2" Rigid Foam Insulation 3/4" Stucco

Wall Reinforcing B.O. [1/2" from Plank End]

Roofing Membrane Ridgid Foam Insulation [Sloped − Min. 1/4":1’] 2" Metal Decking

8" Hollow Core Plank

Continuous Steel Angle [Weld to Support Angle & Bar Joist @ 3’ O.C.] W 12 x 50 3" Insulation

8" CMU Block w/ Horizontal Reinforc

0’ − 1"

Anchor Assembly Per Curtain Wall Manufacturer 8" Hollow Core Plank

structural details

glenwood school

Perimeter Grout

0’ − 8"

#4 U−Bar Grouted8" into Hollow Pocket @ 4’ O.C.

0’ − 7 1/4"

0’ − 4"

1’ − 6"

3/4" Stucco

3’ − 6"

Anchor Assembly Per Fill Top Course Curtain Wall Manufacturer Wall Reinforcing B.O.

2’ − 0"

Metal Channel Base Molding Metal Channel

5 1/2" Metal Stud 3/4" Stucco

Bolt to Plank] 8" Hollow Core Plank 3 1/2" Metal Stud Wall 3/4" Drywall

Level @ Roof Metal Channel Level @ Roof 45’ − 0" Base Molding Continuous Steel Angle 45’ − 0" 8"14K6 HollowBar Core Plank Web [Bolted to Metal Channel] Joist−Rod Level 3 8" x 5" Metal Channel Steel Bearing Plate 23’ − 0"

Metal Drip Edge 3/4" Stucco 5/8" Plywood

Level @ Performance Platform 36’ − 6"

Steel Angle @ 4’ O.C. 3" to Insulation [Weld Support Angle &

2’ − 6 1/2"

0’ − 4"

0’ − 6"

2’ − 6"

2’ − 10 1/2" 5’ − 0 1/2"

W 12 x 50

3/4" Drywall 8" x 8" Concrete Column AluminumSteel Cover Continuous Angle [Clipped to Mullion] [Bolted to Metal Channel]

Roofing Membrane Roofing Membrane 3"Ridgid Insulation Foam Insulation Ridgid Foam Insulation [Sloped − Min. 1/4":1’][Sloped − Min. 1/4":1’] 2" Metal Decking2" Metal Decking 3 1/2" Metal Stud Wall 3/4" Drywall

0’ − 8"

2’ − 0"

Perimeter Grout Hollow Core Plank Metal8"Channel

2’ − 6 1/2"

5 1/2" Metal Stud

Level 4 34’ − 0"

Level 3 23’ − 0"

2" Rigid Foam Insulation

3/4" Stucco 5/8" Plywood 5" Glazed Wall 5 1/2" Metal Curtain Stud w/

Aluminum Cover [Clipped Mullion] 3/4"toStucco 3/4" Stucco

Steel Angle @ 4’ O.C. [Weld to Support Angle & Bolt to Plank] 8" Hollow Core Plank

3/4" = 1’−0"

S108

Wood Blocking

Metal Drip EdgeMetal Drip Edge 3/4" Stucco 5/8" Plywood 5" Glazed Curtain Wall

Level @ Performance Platform 36’ − 6"

Exterior Bearing @ Cantilever Ends

3/4" = 1’−0"

Wood BlockingWood Blocking

3/4" Stucco 5/8" Plywood 5 1/2" Metal Stud w/ 3/4" Drywall 8" x 8" Concrete Column Continuous Steel Angle [Bolted to Metal Channel]

18" x 18" Concrete Column

1’ − 6"

Exterior Bearing @ Metal Stud Parapet to Curtain Wall

3/4" = 1’−0"

S108

W 12 x 35

3’ − 6"

Fill Top Course Wall Reinforcing B.O.

0’ − 6"

14K6 Bar Joist−Rod Web Steel Bearing Plate

of 0"

3 0"

Level @ Roof Continuous Steel Angle 45’ − 0" [Bolted to Metal Channel]

Metal Channel

danielle erica katz portfolio

Level @ Roof 45’ − 0" 0’ − 4"

8" Hollow Core Plank 3/4" Stucco

danielle erica katz portfolio 12

zelenko residence 325 blue heron wa y hawley, pa 18428 vacation residence complete architect u r a l d e s i g n structural details mechanical & elec t r i c a l s y s t e m s general contractin g & p ro j e c t m a n a g e m e n t

work produced at ro d g e r w. b r a l e y a rc h i t e c t s

zelenko residence

danielle erica katz portfolio

’− 50

44 ° 10 42 4. ' 5 41 6" W '

SEAL

" 0

N 70

° 31 ' 370 08" W .51'

−4 1’ 8’

−3

−0

−3

−0 "

7’ −3

−0 " −0

3’ 23

6’ "

−0

−3 −0

2" 1/

5’ "

−3 4’ −0 " −3 3’ −0 " −3 2’ −0

−3

1’ − −3

0’ − −2

9’ −0 −2

8’ −0 "

− 0" 25’

25’ − 0"

’−

−1 1’ 0

−0

2 1’

−0 "

2 2’

23’

−0

" −3

−0

−20’ −

−0

3’ 23

6’

PROJECT

50’ − 0"

" −3 3’ "

−18 ’−

−0

49’ − 2"

−0

−19’ − 0"

−3 4’

’−

−3

1’ − −3

0’ − 9’

−16 ’−

−2

Crushed Stone Parking & Driveway

52’ − 7"

−3

TIT

−2

−0 8’ −0 "

25’ − 0"

−0

42 ’

− 7’

11 1/

06' 37 "W 95.59'

18’ − 0"

19’ − 0"

− 0" 20’

− 0"

17’ − 0"

15’ − 0"

16’

12’ −

13’ − 0"

14’ − 0"

− 0"

9’ −

11’ − 0"

10’

7’ − 0"

8’ −

6’ −

−1 1’ 0

’− −6

−0

40’ − 0"

5’ −

4’ −

3’ − 0"

−7

2 1’

−0 "

2 2’

23’

−0

’− 0" −4 ’−

’−

−3 −2’

183 ’−

− 0"

−0

0’ −

52’ − 7"

Crushed Stone Parking & Driveway

1/2"

1’

2’

N7 8° 0 6

" −0

−16 ’−

3’ − 0"

52’ − 2

Blu 95.59'' 37" W eH ero nW ay

−1’

49’ − 2"

’− 0"

−17’ − 0"

4’ − 0"

−15’ − 0"

7’ − 0" 6’ − 0" 5’ − 0" 15’ − 0"

− 0"

16’ − 0" − 17’

2" 1/ −0

11 1/

0" − 0"

52 ’ −

−9’ −8 ’−

−7 −6 ’− 0"

−5 ’− 0"

" −0

25 ’−

" 3 1/2

’− −4 ’− 0" −3 ’− 0" −2’

183 ’−

− 0"

−1’ −0

0’ −

1/2"

1’

ero n

2’ 3’ − 0"

Blu eH

4’ − 0"

7’ − 0" 6’ − 0" 5’ − 0"

" −0

Wa y

52’ − 2

S5 2° 2 50 5' 3 4.0 8" E 2'

14’ − 0" 13’ − 0" 12’ − 0" 11’ − 0" 10’ − −0" 9’8’ 0" − 0"

15’ − 0"

16’ − 0" − 17’ − 18’

− 19’

50 ’−

25 ’−

’− 20

" −0

1 A100

Site 1" = 20’−0"

21’

Lot 43 Blue Heron Way Blue Heron Subdivision Lakawaxen Township Pike County, PA

Ground Snow Load Wind Speed Seismic Design Catagory Subject to Damage From: Weathering Frost Line Depth Termite Winter Design Temp Ice Barrier Underlayment Req Flood Hazard Air Freezing INDEX Mean Ave. Temp.

40 PSF 90 mph B Severe 42 inches M−H25 10 deg F Yes Firm 1,000 48 deg F

TITLE

The print prop not b prior

RE DA

ClimaticMinimum andUniformly Geographic Design Criteria Distributed Live Loads

21’

42 ’

−10 ’−

−11’ −

− 7’

50 ’−

’− 20

− 18’

−12’ −

52 ° 50 25' 4.0 38 2' " E

− 19’

− 0"

−13’

S5 2° 2 50 5' 3 4.0 8" 2' E

14’ − 0" 13’ − 0" 12’ − 0" 11’ − 0" 10’ − −0" 9’8’ 0" − 0"

−14’

Survey Data Taken from Survey Provided by Owner

Climatic and Geographic Design Criteria

1" = 20’−0" Elevation 0’ as Indicated is Equal to Elevation 1340’ from Survey

−0

−5

−18 ’−

Site

50’ − 0"

−19’ − 0"

A100

24’ −0

’− 0"

100’

2’ − 0"

" 3 1/2

’−

−20’ −

0’

1’ − 0"

52 ’ −

−8

−21’ − 0"

10’

0’ −

−1’ − 0"

− 0"

−9’

−9’ −

−10 ’− 0"

−22’ − 0"

55’ − 0"

’

Basement Elevation −9’0" First Floor Elevation 0’0" Second Floor Elevation 9’0" Elevation 0’ as Indicated is Equal to Elevation 1340’ from Survey

Lot 43 Blue Heron Way Blue Heron Subdivision Lakawaxen Township60’ Pike County, PA 30’

N 78°

−2

−3’ −

−11’ −

−23’ −

−12’ − 0"

45’ − 0"

100’

Survey Data Taken from Survey Provided by Owner

−4’ −

−5’ − 0"

−6’ − 0"

−13’ −

−14’ −

−24’ −

−12’ −

−15’ −

−0

−7’ − 0"

−8’ − 0"

− 0"

−16’

− 0"

−9’ − 0"

−13’

− 0"

−25’ −

−17’

25’

−14’

−18 ’−

−19 ’−

− 0"

−2 0 ’−

−2 6’

60’

− 0"

78’ − 8"

−15’ − 0"

−2 7’

30’

’− −1 0

−17’ − 0"

−0

2’

10’ 0’

52 ° 50 25' 4.0 38 2' " E

A100

Approx line of construction

−0

2" 1/

5’

Area for Septic top of mound to be 6" below Basement Elevation

Dr. Zelenko Residence

−3

−0 "

30’ − 0"

24’ −0

N7 8° 0 6' 95.5 37" W 9'

7’

55’ − 0"

19’ − 0"

− 0" 20’

17’ − 0"

18’ − 0"

− 0"

15’ − 0"

16’

13’ − 0"

14’ − 0"

− 0"

9’ −

10’

11’ − 0"

12’ −

7’ − 0"

−21’ − 0"

−3

−0 "

8’ −

8’

−3

−0

Rendering Looking North East

40’ − 0"

Basement Elevation −9’0" First Floor Elevation 0’0" Second Floor Elevation 9’0"

6’ −

45’ − 0"

5’ −

4’ −

−3 9’

−0

−22’ − 0"

3’ − 0"

2’ − 0"

−4 0’

−0

−9’ −

−4 1’

1’ − 0"

0’ −

−1’ − 0"

−23’ −

−12’ − 0"

−2

−3’ −

’− −1 0

N 78°

06' 37 "W 95.59'

−4’ −

−5’ − 0"

Approx line of construction

−13’ −

−14’ −

−6’ − 0"

−15’ −

−0

−24’ −

° 31 ' 370 08" W .51'

−7’ − 0"

−16’

− 0"

N 70 Area for Septic top of mound to be 6" below Basement Elevation

−8’ − 0"

−17’

−25’ −

−9’ − 0"

−18 ’−

−19 ’−

− 0"

−2 0 ’−

−2 6’

" 0

78’ − 8"

− 0"

44 ° 10 42 4. ' 5 41 6" W '

−2 7’

’− 50

30’ − 0"

10−1/2 WOOSTER ST

−3 9’

−0

RODGER W. BRALEY ARCHITECT

−4 0’

−0

Rendering Looking North East

2 A100

Ground Snow Load 40 PSF Decks and Balconies 40 PSF Wind Speed 90 mph Sleeping Rooms 30 PSF Seismic Design Catagory B Rooms other than sleeping rms 40 PSF Subject to Damage From: Guardrails & Handrails 200 PSF Horz Weathering Severe Frost Line Depth 42 inches Code used is 2009 IRC (2009 IBC) Termite M−H25 Winter Design Temp 10 deg F Ice Barrier Underlayment Req Yes Flood Hazard Firm Air Freezing INDEX 1,000 Mean Ave. Temp. 48 deg F

SCA SC

SHE

The Design and Concepts represent prints and accompanying documents property of Rodger W. Braley Archit not be used, copied, or reproduced prior written concent of said office

REVISION DATE

SHE

DESCR

Minimum Uniformly Distributed Live Loads

SCALE

Decks and Balconies Sleeping Rooms Rooms other than sleeping rms Guardrails & Handrails

40 PSF 30 PSF 40 PSF 200 PSF Horz

site plan

DATE DWN. BY COMMISION NO. SHEET

Code used is 2009 IRC (2009 IBC)

zelenko residence

SHEET

A100 A100

danielle erica katz portfolio 14

11’ − 7 1/2"

3 A101

32’ − 0"

4’ x 4’ x 1’ w/ [5] #4 Bars EW @ Bottom [Typ.]

4’ − 0"

A104

A110

2’ x 10" w/ [2] #4 Bars

3 x 12

4’ − 0"

11’ − 7 1/2"

1’ Concrete Walls w/ #4 Bars Vert. & Horiz. @ 12" OC

3 x 12

4’ − 8"

6" x 12" Beam Pocket UP

8’ − 8"

16" Diameter Pier [Typ.]

1 A112

001

4 A101 3’ − 0"

5 1/2"x 5 1/2" Columns

3 x 12

11 5/8" TJI @ 16" O.C.

3 x 12

100 Gal. Gas Fired HWH

3’ − 4 1/2"

Mechanical Room

3’ − 7 1/2"

002

011

010

005

3’ − 0"

84 SF

7’ − 0 1/2"

10’ − 5"

008

4" stud wall

3 x 12

260 SF

1 A107

8’ − 8"

Sauna Area 7’ − 1"

004 48 SF

8’ − 8"

6" x 12" Beam Pocket

003

3 x 12

1 A109

2’ − 9"

2’ − 8 1/2"

0’ − 6"

Edge of Platform

2 x 12 PT Ledger

12’ − 0"

3 x 12

8’ − 8"

782 SF

7’ − 0" 2’ − 8"

1 A109

004

7’ − 6"

003

7’ − 0"

Endless Pool Area Hydrolic PUmp space below platform

Deck 002

005

0’ − 6" 8’ − 8"

3 x 12 @ 24" OC

40’ − 0"

5’ − 0 1/2"

3 x 12

3’ − 0"

4’ − 0"

14’ − 8 1/2"

A107

1 A104

007 006

3 x 12

8 A112

48’ − 5 1/2"

002 151 SF

8’ − 8"

10’ − 3 1/2"

8’ − 8"

Office

009

1 A104

5’ − 0"

3 x 12

8"x16" Viynl Block Vent 160 SI FA Intake w/Screen 4 x 16 Metal Duct Up & Down in Space 5/8" Fire Code "X" Gypsum Board @ Walls C & Ceiling 3" Combined Vent as Req. Exit @ Roof or Min. Distance from Windows per NYS Mech. Code

8’ − 8"

3’ x 3’ x 10" w/ [4] #4 Bars EW @ Bottom [Typ.]

8’ − 8"

A112

8’ − 8"

3 x 12

87,000 BTU LP Fired Furnace

8’ − 8"

3’ − 0"

3 x 12

zelenko residence

A112

3 x 12

F 9

11’ − 7 1/2"

3 x 12

15’ − 8"

4’ − 0"

4’ − 4"

3 x 12

4’ − 0"

full basement plan

3 x 12

4’ − 4"

F 3 x 12

Bituminous Coating & 2" Ridgid Insulation

10’ − 5"

0’ − 8"

3 x 12

First Floor Deck Above

11’ − 11 1/2"

1 A101

Full Basement 1/4" = 1’−0"

4’ − 0 1/2"

14’ − 5" 4’ − 0"

New 2 x 2 x 10" Ftg w/ 12" Dia conc Pier to 3 x 12 wood beam abov Provide Simpson base

7’ − 4 1/2"

11’ − 7 1/2"

0’ − 4" 0’ − 5"

4’ − 0"

11’ − 7 1/2"

11’ − 11 1/2"

2 A101

First Floor 1/4" = 1’−0"

3x1

danielle erica katz portfolio 15

SEAL 9’ − 7"

9’ − 6" 3’ − 6"

3’ − 6"

A104

A110

---

[4] 1 3/4" x 12" LVL

12" TJI Series 560 @ 16" O.C. See East Elevation for Window Placement Bedroom 109

2’ − 0"

1’ − 0"

40’ − 0"

25 SF

36 SF

5’ − 6 1/2"

10’ − 0"

8’ − 8"

103

102

3 A112

3’ − 11 1/2"

7’ − 1"

5’ − 2"

Pantry

107

101

4’ − 2"

REF.

8’ − 8"

3 x 12

4’ − 0 1/2"

3 x 12

50 SF

DO 106 2’ − 0"

3’ − 11 1/2"

2’ − 9"

s Coating & 2" Ridgid Insulation

3’ − 1 1/2"

OVEN

A109

4’ − 1"

8’ − 6"

3’ − 5"

4’ − 10"

105

2’ − 1"

2 x 6 Wall

13’ − 11 1/2"

2 x 6 Wall

1 A106

F 15’ − 11 1/2"

TITLE

4’ − 4"

3 x 12 3 x 12

first floor plan

4’ − 0" 7’ − 4 1/2"

6 A105

108

7’ − 0"

48’ − 0"

Bathroom Bathroom

Dr. Zelenko Residence

1’ − 0"

104

111

4’ − 2 1/2"

DO 1 A105

PROJECT

11’ − 1"

110

8’ − 0 1/2"

3’ − 0"

A107

004

4’ − 0"

Second Floor Above

6’ − 11 1/2"

927 SF

2’ − 0"

48’ − 5 1/2"

5’ − 0 1/2"

103

782 SF

Sauna Area

Open Kitchen, Dining, and Living Space 100

8’ − 6"

002

A112

4’ − 7"

A104

Deck

155 SF

4’ − 7"

007

104

1’ − 6"

3’ − 0"

40’ − 0"

7’ − 0 1/2"

102

1’ − 6"

84 SF

8 A112

44’ − 0 1/2"

005

8’ − 8"

chanical Room

8’ − 8"

100 Gal. Gas Fired HWH

48 SF

6 A111

B 87,000 BTU LP Fired Furnace

8’ − 2 1/2"

101

3 x 12 Stringer UP

11’ − 7 1/2"

0’ − 4" 0’ − 5"

4’ − 0"

15’ − 11 1/2"

11’ − 7 1/2"

16’ − 0 1/2" 31’ − 8 1/2"

---

43’ − 3 1/2" 44’ − 0"

2 A101

Flat Graded Area Below

First Floor 1/4" = 1’−0" 3 x 12

0’ − 5"

Basement & First Floor Plans

5 1/2" Columns

12" TJI @ 16" O.C.

8’ − 8"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

2 A112

325 Blue Heron Way Hawley, PA 18428

’ Concrete Walls w/ #4 Bars Vert. & Horiz. @ 12" OC

32’ − 0" 2’ − 6"

11’ − 7 1/2"

RODGER W. BRALEY ARCHITECT

’ x 10" w/ [2] #4 Bars

zelenko residence

danielle erica katz portfolio 16 2

A104

A110

--0’ − 4" 0’ − 11"

3 x 12

---

8’ − 8"

4’ − 8"

8’ − 8"

4’ − 8"

10 x 10 Southern P

---

3 x 12

8’ − 8"

10 x 10 Southern P

8 A112

Sitting Area

A112

200

See East Elevation for Window Placement

198 SF

3 x 12

8’ − 8"

4’ Knee Wall

10 x 10 Southern P 206 11’ − 2"

2’ − 8"

A107

48’ − 0"

39’ − 4"

205

8’ − 8"

7’ − 5"

11 A105

3’ − 2 1/2"

8’ − 8"

5’ − 0"

48’ − 5 1/2"

204

1 A104

2’ − 11"

Open to Below

8’ − 8"

A104

3 x 12

1 A107

2’ − 7 1/2"

8’ − 8"

Master Suite

A109

203

3 x 12

3 x 12 1

10 x 10 Southern P

A109

13’ − 0"

202

8’ − 8"

203

8’ − 8"

3’ − 0"

2’ − 0"

10 x 10 Southern P 0’ − 11"

4’ − 8"

8’ − 8"

214 SF

201

second floor plan

33 SF

7’ − 4 1/2"

10 x 10 Southern P 4’ − 4"

003

0’ − 7"

4’ − 4"

Balcony

3 x 12

F 4’ − 0"

10 x 10 Southern P

32’ − 0"

zelenko residence

32’ − 0"

1 A102

Second Floor 1/4" = 1’−0"

2 -

---

A112

A102

Roof

1/4" = 1’

32’ − 0" 0’ − 7"

0’ − 11"

3 1/2 x 5 1/2 Power Column

0’ − 8"

3 1/2 x 5 1/2 Power Column

2 x 6 Wall

3 x 12

3 1/2 x 5 1/2 Power Column

10 x 10 Southern Pine Column

8’ − 8"

8 A112

See East Elevation for Window Placement

3 x 12

3 1/2 x 5 1/2 Power Column

10 x 10 Southern Pine Column

48’ − 0"

39’ − 4"

7’ − 5"

8’ − 8"

11 A105

3’ − 2 1/2"

43’ − 4"

1 A104

3 x 12

PROJECT

Dr. Zelenko Residence

---

2 1/2 x 6" T&G Cedar

8’ − 8"

8’ − 4 1/2"

4’ − 8"

10 x 10 Southern Pine Column

all

A107

4’ − 11"

2 A102

Roof 1/4" = 1’−0"

4’ − 7"

4’ − 0"

4’ − 4"

10 x 10 Southern Pine Column

3 1/2 x 5 1/2 Power Column

2 x 6 Wall

10 x 10 Southern Pine Column

3 1/2 x 5 1/2 Power Column

TITLE

Second Floor & Roof Plan

8’ − 4 1/2"

13’ − 0"

8’ − 8"

3 1/2 x 5 1/2 Power Column

3 x 12

2 x 6 Wall

2 1/2 x 6" T&G Cedar

10 x 10 Southern Pine Column

A109

0’ − 8"

2 x 6 Wall

3 1/2 x 5 1/2 Power Column

3 x 12 1

2 x 6 Wall

15’ − 1 1/2"

2 1/2 x 6" T&G Cedar

15’ − 1"

3 x 12

8’ − 8"

202

11’ − 2 1/2"

8’ − 8"

2’ − 7 1/2"

10 x 10 Southern Pine Column 0’ − 11"

0’ − 7"

12’ − 0"

3 x 12

0’ − 11"

0’ − 4"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

---

325 Blue Heron Way Hawley, PA 18428

2 A110

RODGER W. BRALEY ARCHITECT

2 A104

danielle erica katz portfolio

---

10 x 10 Southern Pine Column 10 x 10 Southern Pine Column

---

A112

roof level plan

10 x 10 Southern Pine Column

REVISION DATE 10/19/11 11/12/11 12/01/11

SCALE DATE

zelenko residence

DESCRIPTION Additional 10x10 Column & Footing Rev MBr

Added Window Bench at Second Floor Stair Landing, Adjusted Railing Placement, Removed Int. Balcony at Master Bedroom, & Layout Changes to Master Bathroom

1/4" = 1’−0" 09/21/11

danielle erica katz portfolio 18

5’ − 6"

Roof 18’ − 0" 56

Roof 18’ − 0"

12’ − 0"

3’ − 7 1/2"

5’ − 6"

8’ − 8"

12’ − 0"

8’ − 8"

4’ − 4"

Second Floor 9’ − 0"

24’ − 0"

4’ − 4"

Bracing

8’ − 8"

4’ − 4"

Second Floor 9’ − 0"

24’ − 0"

5’ − 6"

8’ − 8"

5’ − 6"

SS Cable Wind Bracing

24’ − 0"

4’ − 4"

56 Wind Cable

8’ − 8"

3’ − 7 1/2"

10’ x 10’ x 24’ Southern Pine Column

10’ x 10’ x 24’ Southern Pine Column 2’ − 9 1/2"

10’ x 10’ x 24’ Southern Pine Column

1 A103

3’ − 4"

Level 17 16" Diameter Concrete Pier −3’ − 4" Full Basement −9’ − 0" Bottom 16" Diameter Concrete Pier of Upper Footing −10’ − 6" Full Basement Bottom of Lower Footing −9’ − 0" Bottom of Column Upper −13’Footing − 0" −10’ 6" −14’ −− 0" Bottom of Lower Footing −13’Footing − 0" Bottom of Column −14’ − 0"

West

16" Diameter Concrete Pier

3/16" = 1’−0" West

A103

3/16" = 1’−0"

A103

South 3/16" = 1’−0" South 3/16" = 1’−0"

2’ − 1"

4’ − 8 1/2"

9’ − 8"

8’ − 10 1/2"

zelenko residence

3’ − 0 1/2"

5’ − 3 1/2"

6’ − 9 1/2"

8" 36

3’ − 5 1/2"

Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints 8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints

5’ − 3 1/2"

47 3’ − 5 1/2"

3’ − 7"

38 3’ − 7"

6’ − 2 1/2"

36 3’ − 7"

3’ − 7"

36 3’ − 7"

5’ − 9"

6’ − 9 1/2"

3’ − 10"

8’ − 10 1/2"

3’ 3’ −− 10" 0"

1’ − 1 1/2"

5’ − 9"

west elevation east elevation

9’ − 8"

3’ − 0 1/2"

11’ − 6"

10’ x 10’ x 24’ Southern Pine Column

4’ − 8 1/2"

1’5’ − 1−1/2" 9"

11’ − 6"

10’ x 10’ x 24’ Southern Pine Column

35 3’ − 11 1/2"

3’ − 0"

10’ − 1 1/2"

4’ − 4"

35 3’ − 11 1/2"

10’ − 1 1/2"

2’ − 1"

1’ − 1 1/2"

37 4’ − 4"

Fascia Board

1’5’ − 1−1/2" 9"

Roof 18’ − 0" Fascia Board

Roof 18’ − 0"

20 6’ − 2 1/2"

4’ − 4"

10’ − 6 1/2" 20

Second Floor 9’ − 0"

10’ − 6 1/2"

Second Floor 9’ − 0"

36 3’ − 7"

4’ − 4"

8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints 8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints

First Floor 0’ − 0" Level 17 Floor First −3’ 4" 0’ −− 0" Level 17 −3’ − 4" Full Basement −9’ − 0" Bottom of Upper Footing − 6" Full−10’ Basement −9’Footing − 0" Bottom of Lower Bottom of Upper −13’Footing − 0" −10’Footing − 6" Bottom of Column

3 A103

East

−14’Footing − 0" Bottom of Lower −13’ − 0" Bottom of Column Footing −14’ − 0"

4’ − 10"

3’ − 4"

3’ − 4" 3’ − 4"

A103

Level 17 Floor First −3’ 4" 0’ −− 0"

8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints 8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints

4’ − 10"

10’55x 10’ x 24’ 55 Southern Pine Column 2’ − 9 1/2"

First Floor 10’ x 10’ x 24’ Southern Pine Column0’ − 0"

8’ − 0"

10’ x 10’ x 24’ Southern Pine Column

8’ − 0"

43 56

3/16" = 1’−0" East

A103

3/16" = 1’−0"

A103

North 3/16" = 1’−0" North 3/16" = 1’−0"

8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints 8" Vertical Cedar Channel Siding @ Random Length w/ Scarf Joints

8’ − 0"

4’ − 4"

8’ − 8"

4’ − 4"

Second Floor 9’ − 0" Second Floor 9’ − 0"

24’ − 0" 24’ − 0"

8’ − 8"

10’ x 10’ x 24’ Southern Pine Column 10’ x 10’ x 24’ Southern Pine Column

8’ − 0"

2’ − 9 1/2"

10’ x 10’ x 24’ Southern Pine Column

4’ − 10"

3’ − 8 1/2"

8’ − 0"

3’ − 8 1/2"

4’ − 10"

5’ − 2 1/2"

3’ − 7"

5’ − 2 1/2"

3’ − 7"

2’ − 8 1/2"

27 4’ − 10"

2’ − 8 1/2"

27 55

Second Floor 9’ − 0" Second Floor 9’ − 0"

10’ x 10’ x 24’ Southern Pine Column 10’ x 10’ x 24’ Southern Pine Column

PROJECT

First Floor 0’ − 0" First Floor 0’ − 0" Level 17

3’ − 4"

10’ x 10’ x 24’ Southern Pine Column First Floor 0’ − 0" First Floor 0’ − 0" Level 17

16" Diameter Concrete Pier

10’ x 10’ x 24’ Southern Pine Column 2’ − 9 1/2" 10’ x 10’4’ x− 10" 24’ Southern Pine Column

8’ − 0"

−3’ − 4" Level 17 −3’ − 4"

16" Diameter Concrete Pier 16" Diameter Concrete Pier

Full Basement −9’ − 0" Bottom of Upper Footing Full Basement −10’ − 6" −9’ − 0" Bottom of Upper Footing Bottom of Lower Footing −10’ − 6" Bottom of Column −13’Footing − 0" Bottom of Lower −14’Footing − 0" Bottom of Column −13’Footing − 0" −14’ − 0"

16" Diameter Concrete Pier

16" Diameter Concrete Pier 16" Diameter Concrete Pier

3/16" = 1’−0" South

A103

3/16" = 1’−0"

−3’ − 4" Level 17 −3’ − 4"

Full Basement −9’ − 0" Full Basement Bottom of Upper −9’Footing − 0" −10’ − 6" Bottom of Upper Footing Bottom of Lower Footing −10’ − 6" −13’ − 0" Bottom of Lower Footing −13’ − 0"

South

A103

8" Vertical Cedar Channel Siding @ 8" Vertical Cedar Random Length Channel Siding @ w/ Scarf Joints Random Length w/ Scarf Joints

10−1/2 10−1/2 WOOSTER WOOSTER ST ST BETHEL, BETHEL, CONNECTICUT CONNECTICUT 06801 06801 (203) (203) 791−9778 791−9778

3’ − 7 1/2"

PROJECT

325325 Blue Blue HeronHeron WayWay Hawley, Hawley, PA 18428 PA 18428

3’ − 7 1/2"

12’ − 0"

RODGER RODGER W. W. BRALEY BRALEY ARCHITECT ARCHITECT

12’ − 0"

Dr.Dr.Zelenko Zelenko Residence Residence

TITLE TITLE

38 3’ − 7"

3’ − 7"

10’ − 1 1/2" 10’ − 1 1/2"

3’ − 7"

14’ − 0"

6’ − 2 1/2"

4’ − 4"

6’ − 2 1/2"

4’ − 4"

Roof 18’ − 0" Roof 18’ − 0"

36 3’ − 7"

3’ − 7"

Roof 18’ − 0" Roof 18’ − 0"

14’ − 0"

Elevations Elevations

Roof 18’ − 0" Roof 18’ − 0"

5’ − 9" 5’ − 9" 1’ − 1 1/2"1’ − 1 1/2"

/2"

Roof 18’ − 0" Roof 18’ − 0"

danielle erica katz portfolio

/2"

SEAL

20 20 10’ − 6 1/2"

10’ − 6 1/2"

Second Floor 9’ − 0" Second Floor 9’ − 0"

8" Vertical Cedar Channel Siding @ 8" Vertical Cedar Random Length Channel Siding @ w/ Scarf Joints Random Length w/ Scarf Joints

Second Floor 9’ − 0" Second Floor 9’ − 0" 32 32

10’ x 10’ x 24’ Southern Pine Column 10’ x 10’ x 24’ Southern Pine Column First Floor 0’ − 0" First Floor 0’ − 0" Level 17

First Floor 0’ − 0" First Floor 0’ − 0" Level 17

−3’ − 4" Level 17 −3’ − 4"

16" Diameter Concrete Pier

−3’ − 4" Level 17 −3’ − 4"

16" Diameter Concrete Pier Full Basement −9’ − 0" Full Basement Bottom of Upper −9’Footing − 0" −10’ − 6" Bottom of Upper Footing Bottom of Lower Footing −10’ − 6" −13’ − 0" Bottom ofof Column Lower Footing Footing Bottom −13’ −− 0" 0" −14’

Full Basement −9’ − 0" Basement Bottom of Full Upper Footing −9’ −− 0" −10’ 6" Bottom of Upper Footing Bottom of Lower Footing −10’ − 6" −13’ − 0" Bottom ofof Column Lower Footing Footing Bottom −13’ −− 0" 0" −14’ Bottom of Column Footing −14’ − 0"

Bottom of Column Footing −14’ − 0"

North

A103

3/16" = 1’−0" North

A103

3/16" = 1’−0"

The Design and Concepts represented by this prints and accompanying documents are the sole property of Rodger W. Braley Architect and may The be Design Concepts represented by this not used,and copied, or reproduced without the printswritten and accompanying documents prior concent of said office are the sole property of Rodger W. Braley Architect and may not be used, copied, or reproduced without the prior written concent of said office REVISION

south elevation northDESCRIPTION elevation

DATE REVISION DATE 10/19/11 12/01/11

01/05/12 10/19/11 12/01/11 01/05/12

Additional 10x10 Column & Footing Window Placement & Sizes on East, West, & South Elevations Dimensioned Windows to Centerlines

DESCRIPTION

Additional 10x10 Column & Footing Window Placement & Sizes on East, West, & South Elevations Dimensioned Windows to Centerlines

zelenko residence

SCALE

3/16" = 1’−0"

DATE SCALE DWN. BY DATE COMMISION NO. DWN. BY

09/21/11 3/16" = 1’−0" DK 09/21/11 11−01 DK

COMMISION NO. SHEET SHEET

A103

11−01

danielle erica katz portfolio

12" Concrete Wall

Rigid = Insulation w/ 3/4" 1’−0" 3/4" OSB

1’ − 6" 1’ − 2"

1" Cedar Cladding

0’ − 0"

5/8" Plywood Sheathing

1’ − 0"

[3] 2 Flue x 12 Header Offset

#4 Bars @ 6

3 x 12

1’ − 6"

Smoke Chamber

Throat Level 17 −3’ − 4"

1 1/2" Decking 3 x 12

First Floor 0’ − 0"

3/4" Wood Floor Finish 3/4" Plywood

Firebrick

11 5/8" Series 560 TGI @ 16" O.C.

1’ − 0"

Stone Hearth

First Floor 0’ − 0"

6 A112

5 A112

0’ − 1"

3 x 12 1/8" Steel Angle 3 x 3 x 10 w/ [3] 5/8" Bolts Each Way

1/2" Drywall [3] 2 x 6 Blockings

2 x 12 PT Ledger w/ 1/2" Galvanized Bolts @ 16" O.C. Staggered Top & Bottom

Level 17 −3’ − 4"

[3] 2 x 12 Header

0’ − 10"

Bottom o

Solid Masonry Foundation for Firepla Level 17 −3’ − 4"

0’ − 10"

Adjustable Steel Base Plate & [4] 5/8" Anchor Bolts

1 1/2" Top Rail

5’ − 8"

0’ − 1 1/2" 2’ − 10 1/2"

Level 17 −3’ − 4"

0’ − 4"

3’ − 0"

Second Floor 9’ − 0"

[2] 2 x 6 Blockings

0’ − 2"

Second Floor 9’ − 0" First Floor

Stone Hearth

0’ − 4"

11’ − 0" 24’ − 1"

Adjustable Fork End @ Each Side

5 1/2" Insulation

7’ − 10"

8’ − 0"

10 x 10 Southern Pine Column

3’ − 8"

4’ − 0"

2" Bluesto

1’ − 0"

1’ − 2"

3 x 12 @ Both Sides of Column w/ Blocking at Mid−Point

1/8" Steel Angle 3 x 3 x 10 w/ [3] 5/8" Bolts Each Way

4’ − 0"

Roof 18’ − 0"

[3] 2 x 12 Header

Throat

First Floor 0’ − 0"

0’ − 4"

Roof 18’ − 0"

Smoke Chamber

1 1/2" Artificial Decking [Provide Samples to Architect for Final Selecetion]

0’ − 1 1/2"

Compressable Filler [2] 2 x 6 Blockings

3/16" Wire Cable

SS Wire Railing

0’ − 4"

5 1/2" Insulation

0’ − 2"

3/4" = 1’−0"

FLR195 Panel Roof Vapor DetailBarrier @ Overhang

2 1/2" Cedar T&G 1" Diameter Bolts Counter Sink w/ Washers 3 x 12 1/2" SS Threaded Rod w/ Locknuts @ Both ends

3’ − 0"

0’ − 1"

Standard "Z"Closure 4 Neoprene Closure A112 Wood Shim Shed Ridge Cap

1’ − 2"

3/4" = 1’−0"

Wall Detail @ Corner

3’ − 0"

2 A112

0’ − 0 1/2"

Foundation Detail @ Corner

0’ − 1"

A112

0’ − 2"

Precast Lightwe Flue 13" round

19’ − 8 1/2"

0’ − 2"

0’ − 8"

[2] 2 x 6

0’ − 8 1/2"

1 1/2 x 12 Wall

Bottom o

4’ − 4 1/2"

6’ − 0"

Bottom o

16" Round Reinf

3/4" = 1’−0" railing detail

5 A112

Railing Detail 3/4" = 1’−0"

1’ − 4"

9’ − 8"

Wall Detail @ Sliding Doors

[4] #5 Bars

Connection Detail − Deck to #3 Bars @ 1’ OC Conc Columns Enclosure

3/4" = 1’−0"

A112

4" Slab on Grade

Full Basement −9’ − 0"

A112 0’ − 1"

typical wall sections

Bottom of Upper Footing −10’ − 6"

2 A108

Typical Section @ Column Line 1/2" = 1’−0"

Full Basement

−9’ − 0" 3/8" = 1’−0"

2" Closed Cell Insulation

4" Gravel

Bottom of Upper Footing −10’ − 6"

[2] #4 Bars @ Bottom

[5] #4 Bars EW Footing @ Bottom [Typ.] Bottom of Lower −13’ − 0"

1’ − 0"

zelenko residence

Fireplace Section

3’ − 0"

4’ − 8"

A112

#4 Bars @ 6" OC

Bottom of Lower Footing −13’ − 0"

Bottom of Column Footing −14’ − 0" 4’ − 0"

1 A108

Typical Wall Section @ West Elevation 1/2" = 1’−0"

Bottom of Column Footing −14’ − 0"

danielle erica katz portfolio

SEAL

Roof

18’ −2 0"x 6 Blockings [2] 5 1/2" Insulation

FLR195 Panel Vapor Barrier Wood Shim [#12 x 1 1/4"18’ −Roof 0" Hex Head Screw] Eave Trim [2] 2 x 6 Blocking

Roof 18’ − 0"

[4] 2 x 6 Blockings

9’ − 5"

[2] 2 x 6 Blockings 5 1/2" Insulation

0’ − 0 1/2"

f "

Roof 18’ − 0"

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

0’ − 0 1/2"

Rigid Insulation w/ 3/4" OSB

RODGER W. BRALEY ARCHITECT

3/4" Plywood

[2] 2 x 6 Blocking [2] 2 x 6 Blocking 5 1/2" Insulation 5 1/2" Insulation

11 5/8" Series 560 TGI @ 16" OC 3/4" Plywood

1/2" Drywall

2 x 12 Beam

3/4" Wood Floor Finish

Second Floor 9’ − 0"

[2] 2 x 6 Blockings [3] 2 x 12 2 x 6 Blocking 1" Cedar Cladding 3/4" Cedar Cladding

1/2" Drywall 2 x 6 @ 16" O.C.

5/8" Plywood Sheathing 5 1/2" Insulation

r "

2 x 6 Blocking 1/2" Drywall 11 5/8" Series 560 TGI @ 16" OC 3/4" Plywood

7 "

First Floor 0’ − 0"

3/4" Plywood

1/2" Drywall 11 5/8" Series TGI @x 14" 16" LVL OC [3]560 1 3/4" 3/4" Plywood 4" Diameter Column Level 17

First Floor 0’ − 0"

3/4" Wood [3] 3/4" x 14" Floor1 Finish

[2] 3 x 12 Beams

5 1/2" Insulation

3/4" Wood Floor Finish 3/4" Plywood

2 x 6 Blocking

3 x 12

Level 17 −3’ − 4"

1’ − 0"

5 1/2" x 5 1/2" Column

Second Floor 9’ − 0"

5/8" Plywood Sheathing

TITLE

Simpson LBPS 1/2 Plate

Level 17 −3’ − 4"

−3’ − 4"

8’ − 0"

3/4" Cedar Cladding

First Floor 0’ − 0"

2 x 12

3 x 12 @ 24" O.C.

4’ − 7"

2 x 6 Blocking

0’ − 8"

3/4" Wood 11 5/8" Series 560 Floor Finish TGI @ 16" OC

3/4" Wood Floor Finish

3 x 12 3 x 12

#4 Bars Vert. & Horiz. @ 1’ OC

First Floor 0’ − 0"

2 x 12 Beam Simpson LBPS 1/2 Plate 0’ − 8"

2 x 12 Beam

Second Floor 29’x −60"Blocking

3/4" Wood Floor Finish 3/4" Plywood

Wall Sections & Details

r "

2 x 6 Blocking

Second Floor 9’ − 0"

325 Blue Heron Way Hawley, PA 18428

3/4" Wood Floor Finish 3/4" Plywood 11 5/8" Series 560 11 5/8" Series TGI 560 @ 16"TGI OC@ 16" OC

[2] 2 x 12 Beams 3/4" Wood 1/2" Drywall Floor Finish

Dr. Zelenko Residence

PROJECT

1/2" Drywall 11 5/8" Series 560 TGI @ 16" O.C. [2] 2 x 6 Blockings Level 17

−3’ − 4"

2" Rigid Insulation [R−10]

4" Slab on Grade 4" Slab on Grade

4" Slab on Grade

t "

Full Basement −9’ − 0"

4" Gravel

g "

Bituminous Coating Full Basement −9’ − 0"

Bottom of Upper Footing −10’ − 6"

Bottom of Upper Footing 3’ x 3’ x 10" Column Footing −10’ − 6" w/ [4] #4 Bars EW @ Bottom

3’ x 3’ x 10" Column Footing w/ [4] #4 Bars EW @ Bottom

4" Gravel

Full Basement −9’ − 0" [2] #4 Bars @ Bottom Bottom of Upper Footing −10’ − 6"

REVISION DATE 08/05/11

DESCRIPTION Add Sheetrock in Basement

Bottom of Lower Footing −13’ − 0"

g "

Bottom of Column Footing Interior Master −14’ − 0"

3 A108

Section @ Interior Balcony 1/2" = 1’−0"

1 A109

Section @ Bedroom Balcony

1/2" = 1’−0"

Bottom of Lower Footing −13’ − 0" Bottom of Column Footing −14’ − 0"

4 A108

Typical Wall Section @ East Elevation 1/2" = 1’−0"

Bottom of Lower Footing −13’ − 0"

Bottom of Upper Footing −10’ − 6"

typical wall sections section at exterior balcony

1/2" = 1’−0"

SCALE

g "

Full Basement −9’ − 0"

09/21/11

DATE

DWN. BY COMMISION NO. SHEET

2 A109

11−01

Section @ Exterior Balcony 1/2" = 1’−0"

A108

zelenko residence

5/8" x 2 1/2" Lags

danielle erica katz portfolio

Second Floor 9’ − 0"

0’ − 2"

0’ − 1"

0’ − 3 1/2"

0’ − 1"

Roof 18’ − 0"

0’ − 2"

2" White Oak 3Landing x 12 White Oak Stringer 3 x 3 x 1 1/2 Angle 3 x 12 White w/ 1/4" Through Bolt Oak @ Stinger &Stringer 3" x 1/4" x 3 x 1 1/2 @3 Bottom Lag Angle w/ 1/4" ThroughInBolt [2] 2" x 12"Let @ Stinger & 3" x 1/4" 5/8" x 2 1/2" Lags @ Bottom Lag Stair Detail @ First[2] Floor2" x 12"Let In Landing 5/8" x 2 1/2" Lags

1’ − 4" 0’ − 9 1/2"

3 x 12 White Oak Stringer 3 x 3 x 1 1/2 Angle w/ 1/4" Through Bolt @ Stinger & 3" x 1/4" @ Bottom Lag [2] 2" x 12"Let In

0’ − 3"

1" = 1’−0"

A111

First Floor 0’ − 0"

First Floor

2 A111

SS Wire Cable 0’ Railing − 0" System First Floor 0’ − 0"

2 A111

0’ − 8"

section through stair stair details

0’ − 1 1/2"

Section @ Stair (1)

A110

1/2" = 1’−0"

2 A111

Section @ Stair (1) 2

Bottom of Upper Footing 3 x 3 x 1 1/2 Angle −10’ − 6" w/ 1/4" Through Bolt @ Stinger & 3" x 1/4" x 3 x 1 1/2 @3 Bottom Lag Angle w/ 1/4" Through Bottom Bolt of 1 1/2" x 12" @ Stinger & 3" x 1/4" @ Bottom LagLags 5/8" x 8" Set In Lead Anchors 1 1/2" x 12"

Stair Detail @ Basement 5/8" x 8" Lags Level Landing Set In Lead Anchors 1" = 1’−0" Stair Detail @ Basement Level Landing

Second Floor 9’ − 0"

First Floor 0’ − 0"

[3] 1 3/4" x 14" LVL 1/2" Gyp. Bd.

Level 17 −3’ − 4"

Level 17 First −3’ Floor− 4" 0’ − 0"

#4 Bars Vert. & Horiz. @ 1’ OC

2" Rigid Insulation [R−10]

#4 Bars Vert. & Horiz. @ 1’ OC

Level 17 −3’ − 4"

0’ − 5"

Level 17 −3’ − 4"

Bituminous Coating Full Basement −9’ − 0"

[2] #4 Bars @ Bottom2" Rigid Insulation [R−10]

Bituminous Coating

SS Wire Cable Railing

Full Basement −9’ − 0"

x 12 1/4" Metal3Plate w/White [6] 1/2" Oak Screws Stringer

4 A111

(2)to 2StairSection Detail@@Stair Riser A110 1/2" = 1’−0" Landing Connection

1" = 1’−0" Stair Detail @ Riser to Landing Connection

Section @ Stair (2)

Match Finish 2" x 1’Stringer White Oak Tread Screw w/1" Nosing 1/2"

Full Basement −9’ − 0"

Level 17 −3’ − 4"

Bottom of Lower Footing −13’ − 0" Bottom of Column Footing −14’ − 0"

Bottom of Upper Footing ScrewOak 31/2" x 12 White −10’ −Stringer 6"

3 x 12 White Oak Stringer

2" White Oak Landing

0’ − 1 1/2"

Bottom of Upper Footing −10’ − 6"

Counter Sunk 1/2" Flathead Screw [Provide Cork to Match Stair Tread] Counter Sunk Oak 2" x 1’ White 1/2"w/1" Flathead Screw Tread Nosing [Provide Cork to Match Stair Tread] Tread Support to

Tread Support to Match Stringer Finish

[2]Metal #4 Bars @ w/ Bottom 1/4" Plate [6] 1/2" Screws Drywall 1/2"

Upper Footing −10’ − 6"

0’ − 5"

0’ − 8"

0’ − 1 1/2"

3 x 12 Oak Stringer 2" White Oak Landing

0’ − 0"

Level 17 −3’ − 4"

A111 1/2" Drywall SS Wire Cable Railing Level 17 −3’ − 4" 3 x 12 White 5 A111 1/2" Drywall Oak Stringer 2" White Level 17 3 x 12 White −3’ − 4" Oak Landing Oak Stringer 2" White Full Basement Oak Landing −9’ − 0" 5

4 A111

0’ − 1 1/2"

SS Wire Cable Railing

5 A111

First Floor 0’ − 0"

0’ − 3 1/2"

First Floor 0’ − 0"

4 A111

zelenko residence

1" = 1’−0"

A111

Level 17 −3’ − 4"

1" White Oak Finish Level 17 2 x 12 −3’ − 4" White

1 1/2" x 12" NOTE: All Stairs and Guardrails to Comply w/ 5/8" x 8" Lags IRC Requirements Set In Lead Anchors StairStair DetailDetail @ Riser to @ Basement Connection Landing 3 2FloorLevel A111 A111 1" = 1’−0" 1" =First1’−0" Floor

Stair Detail @ First Floor Landing

1/2" Drywall 0’ − 1"

NOTE: Provide Shop Drawings for Blocking Angle Approval by Architect 3 x 3 x 1 1/2 4" Lolly Column w/ 1/4" Through Bolt NOTE: All Provide @for Stinger & 3" NOTE: StairsShop and Drawings Guardrails to Comply w/x 1/4" Approval by Architect@ Bottom Lag IRC Requirements

5/8" x 2 1/2" Lags

SS Wire Cable Railing System

Level 17 −3’ − 4"

Second Floor 9’ − 0"

1" = 1’−0" Stair Detail @ Riser to Floor Connection

Second Floor A111 9’ − 0"

SS Wire Cable Railing

2" White Oak Landing

Stair Detail @ Riser to Floor Connection

1" = 1’−0"

A111

Roof 18’ − 0"

Blocking SS Wire Cable [3] 1 3/4" x 14" LVL Lolly Column Railing4" 1/2" Gyp. Bd. Blocking 2" White Oak 4" Lolly Column Bench 3 x 12 White Oak Post @ Each Stringer 20

Second Floor 9’ − 0"

1" A111= 1’−0" Stair Detail @ First Floor Landing

First Floor 0’ − 0"

1/2" Gyp. Bd.

4’ − 0"

8’ − 4"

A111

First Floor 0’ − 0"

[3] 1 3/4" x 14" LVL

0’ − 9 1/2"

0’ − 3"

1 A111

1" White Oak Finish 2 x 12 Second Floor 9’ − 0" 1" White Oak Finish 2 x 12

0’ − 3 1/2"

18’ − 0"

A111

0’ − 2"

1’ − 4"

SS Wire 2" White OakCable BenchRailing 3 x 12 White Oak Post White Oak @2"Each Stringer Bench 2" White Oak 3 x 12 White Oak Post Landing @ Each Stringer Roof

0’ − 9 1/2"

0’ − 3"

1" = 1’−0"

SS Wire Cable Railing

1’ − 4"

A111

Stair Detail @ First Floor Landing

Bottom of Lower Footing −13’ − 0"

Stair Detail @ Typical Riser Bottom of Column Footing

1" = 1’−0"−14’ − 0" Stair Detail @ Typical Riser

Level 17 −3’ − 4"

danielle erica katz portfolio 23

K Zone 19 − F4 UP

Zone 19 − F4

K Zone 7 − F7

Zone 9 − F4

10−1/2 WOOSTER ST BETHEL, CONNECTICUT 06801 (203) 791−9778

RODGER W. BRALEY ARCHITECT

SEAL

Zone 10 − F19

Zone 3 − F12 Zone 8 − F2

Zone 9 − F4 K K Zone 12 − F16

Omega Omega Lightolier Tech Lighting Tech Lighting Tech Lighting

Revelation Wall Cyclinder Revelation Surface Cylinder 6 3/4" Shallow Alzak Echo Wall [Smoke w/ Satin Nickel Finish] Firebird Wall [Bluebird w/ Satin Nickel Finish] MonoRail 4" Round Power Feed Canopy Low−Profile Single−Feed

Tech Lighting

MonoRail 4" Round Power Feed Canopy Low−Profile Single−Feed

F7 F8 F9

Tech Lighting Tech Lighting

To Be Selected [Wall Mounted] Luna [Incandescent w/ Satin Nickel Finish] MonoRail 4" Round Power Feed Canopy Low−Profile Single−Feed

F10

Tech Lighting

MonoRail 4" Round Power Feed Canopy Low−Profile Single−Feed

F11 F12

Tech Lighting

To Be Selected [Under Cabinet LED] Monorail w/ Single−Feed Remote Transformer & Power Feed Cano

F13

Tech Lighting

Monorail w/ Single−Feed Remote Transformer & Power Feed Cano

F14

Tech Lighting

Monorail w/ Single−Feed Remote Transformer & Power Feed Cano

F15

Tech Lighting

Monorail w/ 4" Round Power Feed Canopy Low−Profile Single−Fee

F16

Tech Lighting

Monorail w/ 4" Round Power Feed Canopy Low−Profile Single−Fee

F17

Tech Lighting

Monorail w/ 4" Round Power Feed Canopy Low−Profile Single−Fee

F18

Tech Lighting

Monorail w/ 4" Round Power Feed Canopy Low−Profile Single−Fee

F1 F2 F3 F4

Zone 11 − F15 Zone 8 − F2

Zone 6 − F6

PROJECT SD

GFI

WP GFI

S S

Zone 17 − F8

GFI

60 CMF Fan

Zone 8 − F2

Open to Below

325 Blue Heron Way Hawley, PA 18428

Zone 17 − F8

Zone 7 − F7 [Provide Wireless Pico Wall Mounted Control]

Zone 5 − F5

Dr. Zelenko Residence

GFI

GFI Zone 18 − F17

Zone 2 − F13

Wall Mounted Fan

SD Zone 8 − F2

F10

Zone 13 − F18

Zone 15 − F7

K WP

Provide Occupancy Sensor − Raido Power Sensor

REF.

OVEN

60"

Zone 14 − F18

TITLE Zone 8 − F2

GFI

F11

Zone 4 − F1

DW GFI

GFI J

F Zone 4 − F1

Zone 1 − F14

Zone 4 − F1

GFI

Zone 4 − F1

Flat Graded Area Below 2 A113

First Floor − Electrical

A114

1/4" = 1’−0"

Ceiling Mounted Fixture

REVISION DATE

Wall Mounted Fixture Linear Fixture

Junction Box

J CM

Carbon Monoxide Detector

Smoke Detector

Single Switch

Two Way Switch

Legend

NOTE: "S" INDICATES A LOCAL LUTRON HOMEWORKS SWITCH NOTE: E3902.11 ARC−FAULT CIRCUT−INTERRUPTER PROTECTION. ALL BRANCH CIRCUTS THAT SUPPLY 120−VOLT, SINGLE−PHASE, 15− AND 20−AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC−FAULT CIRCUT INTERRUPTER INSTALLED TO

Second Floor − Electrical 1/4" = 1’−0"

Zone 16 − F1

Fixture Schedule

1/4" = 1’−0" first floor electrical second floor electrical A114

Ceiling Moun

Wall Mounte Add Outlets in Kitchen & Bedrooms Add Floor Outlets in First Floor Bedroom & Second Floor Balcony Add E3902.11 Arc−Fault Circut−Interrupter Protection Note

Quad Outlet

Zone 16 − F1

DESCRIPTION

08/05/11 09/20/11

Duplex Outlet

220 @ Oven

Zone 15 − F7 [Provide Wireless Pico Wall Mounted Control]

Zone 4 − F1

GFI

F11

Electrical Plans

SCALE

As indicated

DATE

09/21/11 DK

DWN. BY COMMISION NO. SHEET

A113

11−01

Linear Fixtu

zelenko residence

Duplex Outle

Quad Outle

220 @ Ov J

Junction Box

Carbon Mon

Smoke Dete

Single Switc

Two Way Sw

Legend.

danielle erica katz portfolio 24

construction photos

zelenko residence

danielle erica katz portfolio 25

construction photos

zelenko residence

danielle erica katz portfolio 26

riu plaza new york 301 west 46th stre e t new york, ny 1003 6 600 room hotel co m p l e x restaurant facilities conference center gym facilities market rate housin g [ 4 a p a r t m e n t s ] cure and inculsion a r y h o u s i n g [ 1 2 a p a r t m e n t s ] completion of desi g n d e v e l o p m e n t p h a s e completion of build i n g d e p a r t m e n t s e t s completion of con s t r u c t i o n s e t & d e t a i l s coordination with s t r u c t u r a l & m e c h a n i c a l c o nsultants worked with nyc h o u s i n g p re s e v a t i o n & d e v e lopment agency general coordinati o n w i t h c o n t r a c t o r s

work produced at b e r g + m o s s a rc h i t e c t s

riu plaza new york

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018 T: 212 966 4705 F: 212 966 4463

c 2012 Berg + Flynn Architecture, PC

danielle erica katz portfolio

NEW YORK, NEW YORK 10036 RIU HOTEL & RESORTS

DEVELOPER SERVICES

TRIBEACH HOLDINGS, LLC

246 WEST BROADWAY NEW YORK, NY 10013 T: 212 966 4705

WEST 47TH STREET

ARCHITECT

BERG + FLYNN ARCHITECTURE PC

427 MAIN STREET No. 104 BEACON, NY 12508 T: 845 831 1318 INFO@BERGFLYNN.COM

STRUCTURAL ENGINEERS

DESIMONE CONSULTING ENGINEERS 18 WEST 18TH ST. NEW YORK, NY 10011 T: 212 532 2211 F: 212 481 6108 MECHANICAL ENGINEERS

GRATING

50'-5"

100'-0"

56'-11"

TWIG CONSULTING ENGINEERS, PC

7 PENN PLAZA, SUITE 702 NEW YORK, NY 10001 T: 212 967 TWIG F: 212 967 8945

30'-7"

ELEVATOR CONSULTANTS

VDA (VAN DEUSEN & ASSOCIATES)

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868 9090 F: 212 868 9099

19 A-805

BUILDING ENVELOPE CONSULTANTS

GRATING

2ND FLOOR + 30'-0"

ROOF OF 27TH FLOOR + 294'-0"

GILSANZ.MURRAY.STEFICEK.LLP

129 WEST 27TH ST., 5TH FLOOR NEW YORK, NY 10001 T: 212 254 0030 F: 212 477 5978 ACOUSTIC CONSULTANTS

85'-9"

ROBERT A. HANSEN ASSOCIATES, INC. 124 EAST 40TH ST. NEW YORK, NY 10016 T: 212 687 2672

RETAIL ENTRY

ACCESSIBILITY SERVICES

UNITED SPINAL ASSOCIATION 75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 T: 718 803 3782

39'-3" FD

RETAIL ENTRY

ROOF OF 27TH FLOOR + 294'-0"

ROOF OF 7TH FLOOR + 81'-0"

14A

A-805

c 2013 Berg + Flynn Architecture, PC

8TH AVENUE

FOURTEENTH FLOOR + 192.95'

NEW YORK, NEW YORK 10036

100'-5" RD

85'-3" ROOF OF 29TH FL + 324'-0"

55'-8"

RIU HOTEL & RESORTS

THRITEENTH FLOOR + 182.95'

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018 T: 212 966 4705 F: 212 966 4463

RD FD

DEVELOPER SERVICES

2ND FLOOR + 30'-0"

LOW ROOF + 52'-0"

NO.

5'-5" TRUCK TH HOUSING DOCK ENTRY 35'-0"

72'-11"

HOTEL ENTRY

TRIBEACH HOLDINGS, LLC

REVISION/SUBMISSION NAME DATE 246 WEST BROADWAY

TWELTH FLOOR NEW YORK, NY 10013 + 172.95' 212 966 4705 THESE CAD FILES MAY NOT BET: USED, DUPLICATED,

MODIFIED OR CHANGED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF BERG + FLYNN ARCHITECTURE PC. THE USER AND ITS AGENTS ARCHITECTUSE, WILL BE LIABLE FOR ANY UNAUTHORIZED DUPLICATION, MODIFICATION OR CHANGE.

GRADE + 0'-0" 77'-1" HOUSING ENTRY

BERG + FLYNN ARCHITECTURE PC 427 MAIN STREET No. 104 BEACON, NY 12508

DRAWING TITLE ELEVENTH FLOOR + 162.95'

49'-11"

T: 845 831 1318 SITE PLAN INFO@BERGFLYNN.COM

150'-0"

C1-5 (R8) SPECIAL CLINTON DISTRICT PRESERVATION AREA 'A'

STRUCTURAL ENGINEERS

DESIMONE CONSULTING ENGINEERS

WEST 46TH STREET

C6-4 (R10)

RESTAURANT ROW

SPECIAL CLINTON DISTRICT PERIMETER AREA 'B'

TENTH FLOOR + 152.95'

SPECIAL MIDTOWN DISTRICT

18 WEST 18TH ST. NEW YORK, NY 10011 T: 212 532 2211 F: 212 481 6108

DRAWING NO.

MECHANICAL ENGINEERS A-0-003.00

TWIG CONSULTING ENGINEERS, PC

SEAL & SIGNATURE

DATE:

06.25.13

7 PENN PLAZA, SUITE 702 SCALE: 1/16" = 1'-0" NEW YORK, NY 10001 Author DWG BY: T: 212 967 TWIG Checker CHK BY: F: 212 967 8945

NINTH FLOOR + 142'- 8 1/2"

ELEVATOR CONSULTANTS

6'-0"

VDA (VAN DEUSEN & ASSOCIATES)

6'-0"

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868 9090 F: 212 868 9099

EIGHT FLOOR + 132'- 8 1/2"

02, 08, 13 A-803

BUILDING ENVELOPE CONSULTANTS

1'-0" 2'-0" 2'-0"

1 2'-0" 4'-02"

8'-0"

6'-0"

3'-7"

5'-8" 1'-0" 2'-0" 2'-0"

5'-8"

4'-0" 2'-0"

4'-4"

4'-8"

15'-0"

2'-8"

6'-0"

2'-4"

7'-0"

4'-4"

1'-6"

2'-8"

15'-0"

4'-8"

22 A-806

6'-0"

A-807

A-807 6'-0"

4'-0"

8'-0"

5'-0"

5'-8"

5'-6"

5'-0"

3'-8"

4'-121"

4'-4"

3'-5"

2'-4"

3'-6"

2'-8" 2'-0"

8'-5"

2'-0"

4'-2" 4'-2" 2'-1021" 4'-2"

01-05

A-809

5'-2"

5'-0"

1'-8"

16'-0"

1021"

5'-3"

3'-1"

6'-0" W1A

6'-0"

3'-10" 2'-0"2'-2"

1'-1"

4'-0" W3A

4'-2"

8'-0"

6'-821"

2'-0"

26'-721"

5'-1"

2'-1"

5'-821"

1'-8"

2'-0"

A-804

4'-11" 2'-0" 3'-8"

W2A

2'-1"

5'-1"

4'-4"

621"

5'-0"

7'-7"

W04 4'-0" W3A

5'-2"

W04

6'-0"

2'-1"

3'-1"

16'-11"

05 5'-0" W2A

4'-0"

2'-0"

W3A

W4A 4'-0" 2'-0"2'-6"

7'-0"

1'-321"

4'-0" W3A

2'-0"

10"

4'-0"

16'-0"

2'-4"

4'-8"

3'-1"

06 A-807

3'-621" 3'-621" 3'-621" 3'-621" 3'-621" 3'-621" 3'-621" 3'-621" 3'-621" 3'-621"1021"

W08

1 3'-5"1'-02"

3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 11"

W05A W05A W05A GILSANZ.MURRAY.STEFICEK.LLP

SEVEN FLOOR + 112'- 8 1/2"

A-806

A-804

129 WEST 27TH ST., 5TH FLOOR NEW YORK, NY 10001 T: 212 254 0030 F: 212 477 5978

W05A

A-801

ACOUSTIC CONSULTANTS

ROBERT A. HANSEN ASSOCIATES, INC. 124 EAST 40TH ST. NEW 05 YORK, NY 10016 T: 212 687 2672

SIXTH FLOOR + 111'- 8 1/2"

A-801

ACCESSIBILITY SERVICES

UNITED SPINAL ASSOCIATION 75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 T: 718 803 3782

FIFTH FLOOR + 101'- 8 1/2"

09 A-801

806

FOURTH FLOOR + 91'- 8 1/2"

THIRD FLOOR + 81'- 8 1/2"

ISSUED FOR CONSTRUCTION W05A

05 SECOND FLOOR + 71'- 8 1/2"

+20 FLOOR + 61'- 8 1/2"

W05A

08.09.13 W05A

ADDENDUM 1

W05A

07.19.13

EXTERIOR SCOPING PACKAGE 3

06.25.13

EXTERIOR SCOPING PACKAGE 2

06.19.13

EXTERIOR SCOPING PACKAGE

06.17.13

80% SET ISSUED FOR PRICING

02.25.13

NO.

REVISION/SUBMISSION NAME

DATE

site plan south elevation | base south elevation | tower

THESE CAD FILES MAY NOT BE USED, DUPLICATED, MODIFIED OR CHANGED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF BERG + FLYNN ARCHITECTURE PC. THE USER AND ITS AGENTS WILL BE LIABLE FOR ANY UNAUTHORIZED USE, DUPLICATION, MODIFICATION OR CHANGE.

+10 FLOOR + 51'- 8 1/2"

DRAWING TITLE

SOUTH BASE ELEVATION

FIRST FLOOR + 41'- 8 1/2"

A-803

01, 02, 03

04, 05, 06

A-802

DRAWING NO.

A-502.00 SEAL & SIGNATURE

CELLAR FLOOR +27'- 11 1/2"

DATE: SCALE: DWG BY: CHK BY:

06.25.13 As Indicated Author Checker

riu plaza new york

danielle erica katz portfolio 28 10 A-809

A-551

A-552

STORAGE 139 3

02 A-551

COMPUTER ACCESS 135

A-551

STAIR C

134

SERVICE CORR. 138 3

124

110

133

A-551 135

10 A-809

130

A-810

7D 6A

A-772

16A

125

DECK PAVER PV-1

WOMEN'S WC 136 8A

3 2

A-810

SIM.

A-553

1 A-726

128

126

8B MEN'S WC 132 137

129

2 A-810

127

STAIR H

2 8A 131

RETAIL 140

TERRACE 142 DN

123

139 8A

POT WASH 169

DISH WASH 170

12B

156

ELEV. LOBBY 134

109 3

2 16A 152

154

12B 5

12B

KITCHEN 168

12B

MEN'S WCWOMEN'S WC 172 173 16A 151 153

01 A-553

A-726

12B

16A 150 8

OFFICE 122

CORR. 171

A-809

12B

COLD PREP 167

12B

148

RECEIVING 163

8A 3 147 CORRIDOR A-772 03 164 144

SECURITY 166

7C 145

W10

146 STAIR D1 142

EATING/DRINKING ESTABLISHMENT 132

HOTEL LOBBY 133

CONCIERGE 119

157 7C

LOADING DOCK 7C 12C 160

118

116 ELEV. LOBBY 117

A-809

CORR. 118

117 B10 12B

STAIR J

12B 12B

01 A-771

A-770

12B

114 8A

TAKE OUT CAFE 116

122 7C

C10 7C

143

A-770 141

7C 12C VESTIBULE 161

138

12B

140

137

A-727 3

D9 STAIR F

VESTIBULE 115

12B

113

09 A-770 112

121

RESIDENTIAL 7 LOBBY 100

7C 102

A-770 101

VESTIBULE 130

A-553

A-551

A-552

A-553

07 111 HB

VESTIBULE 131

A-553

ground floor plan

riu plaza new york

BATHROOM 102 103

OPPA-771 05 05

03 A-771 DN

RETAIL 101

115 12B

STAIR B

136

12B

104

STAIR 2 B

STAIR D

STAIR G

DECK PAVER PV-2 : HANOVER STANDAR 24" X24" X2" NOM. OR EQUAL

UP DN

STAIR E

HOTEL RETAIL 123

A-825

105

DECK PAVER PV-1 : HANOVER STANDAR 24" X24" X2" NOM. OR EQUAL

LUGGAGE STORAGE 120 119

STAIR E1

3 LOBBY RES. 162

01 A-553

106

12B

A-809 STAIR A

A-825 12B

B10

A-825

107

B22

7C STORAGE 165

12B

120

149 10

RECEPTION 121

155

A-727

BATHROOM 141 108

danielle erica katz portfolio 29

A-551

A-552

02 STAIR C

NEW YORK, NEW YORK 10036

A-551

STAIR K

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018 T: 212 966 4705 F: 212 966 4463

109.2

A-551

RIU HOTEL & RESORTS

A-551

DEVELOPER SERVICES

TRIBEACH HOLDINGS, LLC

246 WEST BROADWAY NEW YORK, NY 10013 T: 212 966 4705

104.2 3

ARCHITECT

BERG + FLYNN ARCHITECTURE PC

FEC

STAIR J

103.2

110.2

427 MAIN STREET No. 104 BEACON, NY 12508 T: 845 831 1318 INFO@BERGFLYNN.COM

DECK PAVER PV-1

STRUCTURAL ENGINEERS

DESIMONE CONSULTING ENGINEERS 18 WEST 18TH ST. NEW YORK, NY 10011 T: 212 532 2211 F: 212 481 6108 MECHANICAL ENGINEERS

TWIG CONSULTING ENGINEERS, PC

7 PENN PLAZA, SUITE 702 NEW YORK, NY 10001 T: 212 967 TWIG F: 212 967 8945

A-553

DECK PAVER PV-2

A-553

ELEVATOR CONSULTANTS

VDA (VAN DEUSEN & ASSOCIATES)

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868 9090 F: 212 868 9099

BUILDING ENVELOPE CONSULTANTS

GILSANZ.MURRAY.STEFICEK.LLP

129 WEST 27TH ST., 5TH FLOOR NEW YORK, NY 10001 T: 212 254 0030 F: 212 477 5978

STAIR E

ACOUSTIC CONSULTANTS 1 2"

14'-421"

LIVING ROOM _06

12A BATHROOM _18 D6

173.2

CORR. 12B _00

6'-5"

A-553

10'-6" 10'-3"

85'-1"

10'

17'-821"

BEDROOM 2 _16

09.16.13

ISSUED FOR CONSTRUCTION

ADDENDUM 1

07.19.13

EXTERIOR SCOPING PACKAGE 3

06.25.13

EXTERIOR SCOPING PACKAGE 2

06.19.13

EXTERIOR SCOPING PACKAGE

06.17.13

80% SET ISSUED FOR PRICING

02.25.13

NO.

REVISION/SUBMISSION NAME

DATE

GROUND +20 FLOOR PLAN

LIVING ROOM _14 DRAWING NO.

6 10"

A-101.20

typical housing floor plan SEAL & SIGNATURE

DATE:

SCALE:

DWG BY: CHK BY:

A-553

A-551

A-552

08.09.13

DRAWING TITLE

02 A-553

921" 42'

ADDENDUM 4

10'-521"

BEDROOM 1 _17

ENTRY _12

11'-721" 6D KITCHEN _13

5'-5" 12B

12B D1

HALL 8 _15 D5

7'-4"

4'-0"

STAIR F

8 D7

4'-0"

WALK-IN CLOSET _19

16 8A

7'-10"

10'-521"

12'-1021"

11'-1"

KITCHEN A

16'-11"

8'-021"

BEDROOM 2 _08 08

6'-2"

16 2

12B

BEDROOM 1 _10

D3 BATHROOM 8 _11

STAIR B

6'-3"

101.2

4'-0"

C10 STAIR G

GFI

4'-621"

5'-10"

DECK PAVER PV-2 : HANOVER STANDARD CONC 24" X24" X2" NOM. OR EQUAL

8 10'-9"

5'-1121"

107.2 C1

3'-4"

7'-4"

STAIR D

4' 7B

DECK PAVER PV-1 : HANOVER STANDARD CONC

BEDROOM 3 24" X24" X2" NOM. OR EQUAL _07

D6 7B

8'-7"

5'-321"

2'-10" D3

102.2

6'-7"

9'-121" BATHROOM 8 _09 12A

5'-8"

D7 7'-5"

5'-11"

GFI

MECHANICAL ROOM 6A 10B 494 SF

4'-1021" 2'-721" 3'-621" 3'-021"

105.2

12B

ENTRY _03

75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 T: 718 803 3782

HALL _04

6'-2"

106.2

8A 8A

GFI

3'-2"

KITCHEN B GFI

7'-6"

108.2

KITCHEN 2'-921" 7'-9" _05

3'-121"

STAIR B

ACCESSIBILITY SERVICES

UNITED SPINAL ASSOCIATION

19'-5"

7'-4"

5'-1121"

13C UP

12B

5'-10"

CAT WALK ABOVE CEILING

7'-021"

D8 TRASH ROOM 13C _01 16 6'-6" 4' 1'

6'-921"

D9 2

124 EAST 40TH ST. NEW YORK, NY 10016 T: 212 687 2672

A-553

ROBERT A. HANSEN ASSOCIATES, INC.

4'-10"

7'-421"

STAIR A

6'-6"

01 A-553

riu plaza new york

06.25.13 As Indicated Author Checker

danielle erica katz portfolio 30 57'-221"

30'-5"

STAIR C

21'-621"

4'-7"

16'-621"

16A

8 12B B5A

B1 B

B5A

CORR. _22 B

11'-10" B B5A

16A

7'-5"

12'-1"

3'-021"

B5A 1F

B5A

B 16A

B5A

B 16A

GUEST ROOM B1 DOUBLE _09

GUEST ROOM B1 DOUBLE _10

GUEST ROOM B1 DOUBLE _11

GUEST ROOM B1 DOUBLE _12 12B

10'-121"

5'-121"

27'-4"

B5A B

6' 4'-8"

4'-721"

16B GUEST ROOM A1 SINGLE _25

B5A

PLASTER COLUMN

A-801 4'-721"

4'-721"

7'-721" 1'-721" 4'-3"

5'-11"

2'-621" 3'-1121" 3'-1121"

4'-521"

4'-1121"

2'-821"

02 RD

44'-121" 71'-521"

38'-9"

703

A-551

A-552

A-553

39'-921"

702

riu plaza new york

6' 6' 4'-6"

GUEST ROOM A SINGLE _26

GFI

typical hotel floor plan

A-553

4'-721"

B13

10'-621"

DECK PAVER PV-2 : HANOVER STANDARD CONC 24" X24" X2" NOM. OR EQUAL

DECK PAVER PV-1

GUEST ROOM A SINGLE _27

B1 16A

GUEST ROOM C1 ADA SINGLE _24

TYP.

A-801

B2 B

B516A

12B

4'-721"

16A

12B

4'-6" B5A

10'-8" 02

16A

16B

GUEST ROOM A SINGLE _08

10'-121"

1H B5A

12B B

B5A

GUEST ROOM A SINGLE _28

A-825

16A

DECK PAVER PV-1 : HANOVER STANDARD CONC 24" X24" X2" NOM. OR EQUAL

B10

CORR. 12B _31 B9A ELEV. LOBBY B9 B _23 4

16A

16 GUEST ROOM A SINGLE _07

16A

16A B

CORR. 16B _21 B

13C

85'-1"

1H 21'-5"

16B

2 B10 STAIR 2A D UP

5'-1"

16A B

STAIR B

921"

6B DN

12B

B5A

GUEST ROOM A SINGLE _29

B5A

16A

9'-921"

4'-8"

5'-521"

16A B

B5A

GFI

47'-7"

B5A

16A

GFI

B5A

16A

GFI

8'-121"

16A

B B5A

B2 1H

A-912

4'-6"

16A

62'-7"

B1 3

9'-10" GUEST ROOM C ADA DOUBLE _06 6A 16

4'-6"

9'-921" GUEST ROOM B DOUBLE _05

01 A-553

10'-121" GUEST ROOM B DOUBLE _04

701

4'-6"

10'-121" GUEST ROOM B DOUBLE _03

1H GUEST ROOM A SINGLE _30

7" 12'-1" 21'-6"

10'-121" GUEST ROOM B 16DOUBLE _02

B2 12B B5A

10'-121" GUEST ROOM A SINGLE _01 12B

B10

2'-6"

29'-7"

22'-021"

10'-2"

STAIR A

GUEST ROOM A SINGLE _15 12B 3

10'-1"

16A

12B

21'-3"

01 A-553

B5A

1'-7" 3'-62"

B B4

B8 6E

4'-8"

16B

4'-6"

10'-221"

4'-4"

16A

10'

GUEST ROOM A SINGLE _16

B5A B

ELEV. LOBBY 3 _00 A-825

10'-121"

02 A-551

10'-121"

4'-521"

GUEST ROOM A SINGLE _17

10'-1"

A-552 9'-121"

4'-721"

16A

3'-10"

4'-721"

B5A

01 A-551

7'-221"

4'-9"

12B

3 6'

GUEST ROOM A SINGLE _18

B5A 16A

4'-8"

10'-1"

4'-721"

16B

16A GUEST ROOM B DOUBLE _13

4'-8"

12B B5A

16A

3'-7"

GUEST ROOM A SINGLE _19

10'-121"

10'-1"

GUEST ROOM B DOUBLE _14

66'-1021"

16A

10'-121"

2'-221"

B B2 6

10'-121"

B11

02 A-551

4'-8"

B10

GUEST ROOM A SINGLE _20

B5A

12B

66'-121"

10'-6"

02 A-551

3'-4"

31'-121"

11'-4" 42'

NEW YORK, NEW YORK 10036 73'-1121" 62'-321"

56'-821"

65'-1"

ARCHITECT

BERG + FLYNN ARCHITECTURE PC

427 MAIN STREET No. 104 BEACON, NY 12508 T: 845 831 1318 INFO@BERGFLYNN.COM

43'-721"

31'-221"

128'-521"

78'-0"

TRIBEACH HOLDINGS, LLC

246 WEST BROADWAY NEW YORK, NY 10013 T: 212 966 4705

140'-721"

61'-8"

DEVELOPER SERVICES

56'-821"

134'-521"

146'-0"

73'-421"

140'-0"

142'-0"

141'-6"

146'-8"

143'-521" 134'-521"

85'-9"

150'-8"

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018 T: 212 966 4705 F: 212 966 4463

31'-221" 150'-8"

43'-721"

83'-721" 78'-221"

RIU HOTEL & RESORTS

30'-621"

60'-421"

STRUCTURAL ENGINEERS

DESIMONE CONSULTING ENGINEERS

128'-521"

73'-321" STAIR C

87'-421"

c 2013 Berg + Flynn Architecture, PC

danielle erica katz portfolio

STAIR LANDING +118' - 1"

18 WEST 18TH ST. NEW YORK, NY 10011 T: 212 532 2211 F: 212 481 6108 MECHANICAL ENGINEERS

TWIG CONSULTING ENGINEERS, PC

111'-1121"

8" WIDE X 1 21" SLAB DROP

BUILDING ENVELOPE CONSULTANTS

85'-621"

81'-521"

85'-121"

84'-621"

75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 T: 718 803 3782

75'-521"

74'-521"

71'-521"

73'-421"

SEVENTH FLOOR ROOF T.O.S.+121'- 8 1/2"

53'-6"

40'-5 "

53'-1"

43'-4"

43'-2"

66'-11" 43'-2"

76'-1121"

RECEPTORS FOR REMOVABLE WINDOW WASHING DAVITS

ADDENDUM 6

11.25.13

10.16.13

ADDENDUM 5

10/3/13

ISSUED FOR CONSTRUCTION

08.09.13

EXTERIOR SCOPING PACKAGE 3

06.25.13

EXTERIOR SCOPING PACKAGE 2

06.19.13

EXTERIOR SCOPING PACKAGE

06.17.13

80% SET ISSUED FOR PRICING

02.25.13

NO.

REVISION/SUBMISSION NAME

DATE

26'-721" RD

42'-6"

DRAWING NO.

36'-321"

32'-6" 29'-7"

1'-221" 16'-3"

2'-11"

83'-921" 2'-1021"

41'-6"

7TH FLOOR SLAB PLAN

typical hotel floor slab plan 1'-2"

1'-2"

37'-1121"

DRAWING TITLE

SEVENTH FLOOR T.O.S.+122'- 8 1/2"

10'-4"

31'-121"

19'-921"

23'-1"

22'-521"

39'-921"

11'-10"

22'-021"

23'-821"

23'-121" STAIR LANDING +116' - 8 1/4"

78'-621"

8" WIDE X 1 21" SLAB DROP

36'-0"

8'-421"

77'-1121"

22'-821"

22'-021"

8" WIDE X 1 21" SLAB DROP

47'-6"

58'-121"

2'-221"

28'-3"

27'-7"

ADDENDUM 10

18'-921" 27'-721"

TOP OF WALL T.O.S.+119'- 2 1/2"

99'-121"

41'-521"

122'-521"

63'-621"

64'-5"

72'-521"

84'-921"

86'-021"

88'-5"

72'-921"

70'-921"

18'-1021"

24'-621"

20'-621"

121'-921"

ACCESSIBILITY SERVICES

UNITED SPINAL ASSOCIATION

33'-421"

32'-821"

33'-421"

37'-921"

86'-8"

81'-8"

69'-4"

65'-11"

141'-7"

37'-121"

STAIR LANDING +116' - 8 1/4"

17'-1021"

21'-1121" RD

STAIR LANDING +118' - 1"

34'-021"

40'-521"

53'-1"

124 EAST 40TH ST. NEW YORK, NY 10016 T: 212 687 2672

27'-121"

SEVENTH FLOOR T.O.S.+122'- 8 1/2"

64'-5"

70'-0"

66'-1121"

ACOUSTIC CONSULTANTS

ROBERT A. HANSEN ASSOCIATES, INC.

2'-11"

99'-121" 45'-10"

45'-10"

120'-421"

45'-10"

142'-621"

61'-421"

64'-6"

68'-0"

71'-121"

66'-10"

66'-10" 58'-11" 53'-7"

GFI

1 73'-0" 69'-32"

76'-1121"

GFI

48'-1121"

STAIR B

SEVENTH FLOOR T.O.S.+ 122'- 8 1/2"

73'-6"

82'-7" 69'-6"

106'-1"

GFI

STAIR D

79'-921"

65'-1021"

84'-8"

17'-7"

31'-221"

30'-1021"

67'-0" 70'-0"

86'-5"

STAIR A

85'-2"

127'-4"

40'-521"

55'-421"

1'-221"

19'-6"

50'-1021"

53'-121"

65'-1021" DN

84'-8" 85'-2"

66'-1021"

129 WEST 27TH ST., 5TH FLOOR NEW YORK, NY 10001 T: 212 254 0030 F: 212 477 5978

51'-621"

91'-3"

69'-6"

81'-8"

79'-4"

80'-0"

149'-1021"

GILSANZ.MURRAY.STEFICEK.LLP

58'-6"

83'-2"

82'-10"

84'-5"

86'-5"

8" WIDE X 1 21" SLAB DROP

81'-721"

106'-1"

127'-4" 86'-5"

86'-5"

87'-1"

139'-521"

76'-6"

94'-6"

83'-121"

140'-121"

57'-8"

VDA (VAN DEUSEN & ASSOCIATES)

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868 9090 F: 212 868 9099

107'-2"

84'-9"

ELEVATOR CONSULTANTS

31'-221"

107'-2"

103'-1021"

43'-721"

7 PENN PLAZA, SUITE 702 NEW YORK, NY 10001 T: 212 967 TWIG F: 212 967 8945

A-007.00

riu plaza new york SEAL & SIGNATURE

DATE:

SCALE:

DWG BY: CHK BY:

06.25.13

As Indicated Author

Checker

danielle erica katz portfolio 32

3'-321"

EQ EQ

A2 8'-121"

1'-921"

A2 A2

NO BASE

02 A-725

3'-021"

NO BASE

3'-521"

5'-821"

4'-1021"

AP 61 WI-FI

44" A.F.F.

GFI

12" A.F.F. 12" A.F.F.

60" A.F.F.

12" A.F.F.

4'-221"

5'-4"

12'-1"

60" A.F.F.

1'-2"

A-725

821"

2'-2"

typical guest room reflected ceiling plan floor plan

riu plaza new york

42" A.F.F.

36" A.F.F.

GUEST ROOM A - REFLECTED CEILING PLAN

SCALE: 1/2" : 1'-0"

GUEST ROOM A - FLOOR PLAN

SCALE: 1/2" : 1'-0"

danielle erica katz portfolio

7 PE NEW T: 2 F: 21

ELE

7 PE NEW T: 2 F: 21

GL-5

COMPOSITE ALUMINUM PANEL EDGE OF SLAB COVER BELOW

9'-321"

GL-5 OPERABLE STRUCTURAL ENGINEERS WINDOW STUD 4" PLYWOOD ON 2 2" METAL DESIMONE CONSULTING (TOP (TO REPRESENT SHEER WALLS) 18 WEST 18TH ST. HINGED NEW YORK, NY 10011 TILT-IN T: 212 532 2211 TYPE) F: 212 481 6108 1

3'-10"

1 " 43'

2" 4'-11"

SCALE: 1/2" : 1'-0"

ALUMINUM STOREFRONT

SILL STARTER BELOW 0.080" PAINTED ALUMINUM PANEL

FRONT DETAIL 3

SCALE: 3" : 1'-0"

STOREFRONT DETAIL 2

SCALE: 3" : 1'-0"

INSULATED COMPOSITE MTL PANEL GLAZED INTO WINDOW GL-5 WALL

41 2"

GL-5

STOREFRONT DETAIL 1

1'-5" F: 212 967 8945 2"

SCALE: 3" : 1'-0"

GL-5

05 GL-5

CONT. ALUMINUM ANGLE

ELEVATOR CONSULTANTS PARTITION

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868 9090WOOD DOOR F: 212 868 9099

T: 212 687 2672

"x"

GL-5 07

A-772

3'-821"

3'-521" 25'-121"

3'-521"

3'-2"

PLAN DETAIL AT METAL PANEL CORNER 3" = 1' - 0"

ELEVATION - OFFICE SCALE: 1/2" : 1'-0"

THE MOD THE ARC WIL DUP

P 3

DRA

NEW YORK, NY 10016 ENGINEERS T: 212 687MECHANICAL 2672

75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 T: 718 803 3782

TWIG CONSULTING ENGINEERS, PC

7 PENN PLAZA, SUITE 702 ACCESSIBILITY SERVICES NEW YORK, NY 10001 T: 212 967 TWIG UNITEDF: SPINAL ASSOCIATION 212 967 8945 75-20 ASTORIA BLVD. EAST ELMHURST, NY 11370 ELEVATOR CONSULTANTS 11.13.13 T: 718 803 3782

SEA

CURTAIN METAL PANEL DETAIL VDA (VANWALL DEUSENTO & ASSOCIATES) 7 PENN 3" = 1' -PLAZA, 0" SUITE 404 NEW YORK, NY 10001

exterior details interior storefront details BUILDING ENVELOPE CONSULTANTS INSULATED SPANDREL PANEL OR interior storefront elevation GLAZED PANEL-SEE ELEVATIONS GILSANZ.MURRAY.STEFICEK.LLP

T: 212 868 9090 F: 212 868 9099

A-772

2" 2"

UNITED SPINAL ASSOCIATION 124 EAST 40TH ST.

NO.

18 WEST 18TH ST. ACOUSTIC CONSULTANTS NEW YORK, NY 10011

A-772

VDA (VAN DEUSEN & ASSOCIATES)

GL-5

PLYWOOD ON 2 12" METAL STUD 06 (TO REPRESENT SHEER WALLS)

T: 212 532 2211 ROBERT A. HANSEN ASSOCIATES, INC. F: 212 481 6108

ACCESSIBILITY SERVICES

COMPOSITE ALUMINUM PANEL

246 WEST BROADWAY ELEVATOR CONSULTANTS NEW YORK, NY 10013 T: 212 966 4705

7 PENN PLAZA, SUITE 404 NEW YORK, NY 10001 T: 212 868ARCHITECT 9090 ALUMINUM GILSANZ.MURRAY.STEFICEK.LLP F: 212 868BERG 9099 + FLYNN ARCHITECTURE PC 129 WEST 27THSTOREFRONT ST., 5TH FLOOR 427 MAIN STREET No. 104 NEW YORK, NY 10001 BUILDINGBEACON, ENVELOPE NY CONSULTANTS 12508 T: 212 254 0030 F: 212 477 5978 T: 845 831 1318 GILSANZ.MURRAY.STEFICEK.LLP INFO@BERGFLYNN.COM ACOUSTIC CONSULTANTS 129 WEST 27TH ST., 5TH FLOOR NEW YORK, NY 10001 ROBERT A. HANSEN ASSOCIATES, INC. 0030 ENGINEERS T: 212 254STRUCTURAL 124 EAST 40TH ST. F: 212 477DESIMONE 5978 CONSULTING ENGINEERS NEW YORK, NY 10016

INSULATED SPANDREL PANEL OR 13 EXTERIOR MOCK UP SET GLAZED PANEL-SEE ELEVATIONS

CONT. SEAL (BACKER ROD AND SILICONE SEALANT)

A-772

DETAIL AT METAL PANEL CORNER 02F: 212PLAN 8945 3"967= 1' - 0" HOLDINGS, LLC TRIBEACH

- SEE

COMPOSITE ALUMINUM PANEL

OPERABLE WINDOW (TOP HINGED TILT-IN TYPE)

PLAN DETAIL AT OPERABLE GL-5 3" = 1' - 0"

PLYWOOD ON 2 2" METAL STUD T: 212 966 4705 4"ENGINEERS, TWIG CONSULTING PC WALLS) (TO REPRESENT SHEER F: 212 966 4463 7 PENN PLAZA, SUITE 702 NEW YORK, NY 10001 SERVICES T: 212 967DEVELOPER TWIG

BUILDING ENVELOPE CONSULTANTS

WOOD DOOR ALUMINUM STOREFRONT

COMPOSITE ALUMINUM PANEL

VDA (VAN SCHEDULE DEUSEN & ASSOCIATES)

ELEVATION - RES. ENTRY

18 WEST 18TH ST. NEW YORK, NY 10011 T: 212 532 2211 F: 212 481 6108

SCALE: 1/2" : 1'-0"

CONT. SEAL (BACKER ROD AND DESIMONE CONSULTING ENGINEERS NEW YORK, NEW YORK 10036 SILICONE SEALANT)

NEW YORK, NY 10001 T: 212 967 TWIG

1 4"

COMPOSITE ALUMINUM PANEL

PLAN DETAIL AT OPERABLE RIU HOTEL & RESORTS TWIG CONSULTING ENGINEERS, PC 1040 AVENUE OF THE AMERICAS MECHANICAL ENGINEERS 3" = 1' - 0" 7 PENN PLAZA, SUITE 702 NEW YORK, NY 10018

8'-421"

ELEVATION - CAFE VESITBULE

CONT. ALUMINUM ANGLE

STRUCTURAL ENGINEERS ENGINEERS

MECHANICAL ENGINEERS

3'-10"

75-2 EAS T: 7

INSULATED COMPOSITE MTL PANEL GLAZED INTO WINDOW WALL

427 MAIN STREET No. 104 BEACON, NY 12508 T: 845 831 1318 INFO@BERGFLYNN.COM

BEACON, NY 12508 845 831 1318 COMPOSITE ALUMINUMT:PANEL INFO@BERGFLYNN.COM

CONT. ALUMINUM ANGLE

ALUMINUM PANEL PLAN DETAIL COMPOSITE AT OPERABLE 3" = 1' - 0"GL-5

METAL PANEL TO E.F.I.S. 3" = 1' - 0"

ACC

c 2013 Berg + Flynn Architecture, PC

ARCHITECT

8'-6"

EDGE OF SLAB COVER BELOW

124 NEW T: 2

FLYNN ARCHITECTUREBERG PC + FLYNN ARCHITECTURE PC 427 MAIN STREET No. 104

CONT. SEAL (BACKER ROD AND SILICONE SEALANT)

SCALE: 1/2" : 1'-0"

ARCHITECT

6'-8"

TYPE)

T: 212 966 4705

CONT. SEAL (BACKER ROD AND SILICONE SEALANT) BERG +

ACO

TRIBEACH HOLDINGS, 0.080"LLC PAINTED ALUMINUM PANEL

246 WEST BROADWAY NEW YORK, NY 10013 T: 212 966 4705

"x" OPERABLE WINDOW (TOP INSULATED COMPOSITE MTL PANEL GLAZED INTO WINDOW HINGED WALL TILT-IN

GL-5

HOLDINGS, LLC

YORK, NY 10013 COMPOSITE ALUMINUMNEW PANEL

10'

8'-8"

GL-5

CONT. ALUMINUMTRIBEACH ANGLE

SILL STARTER BELOW

DEVELOPER SERVICES

DEVELOPER SERVICES 246 WEST BROADWAY

GL-5

1'-2"

41 2"

0.080" PAINTED ALUMINUM PANEL

INSULATED COMPOSITE MTL T: 212 966 4705 F: 212 966 4463 PANEL GLAZED INTO WINDOW WALL

GIL

c 2013 Berg + Flynn Architecture, PC

CONT. ALUMINUM ANGLE

CONT. SEAL (BACKER ROD AND SILICONE SEALANT)

- CAFE VESITBULE

SILL STARTER BELOW

INSULATED SPANDREL PANEL OR GLAZED PANEL-SEE ELEVATIONS

5'-521"

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018 T: 212 966 4705 F: 212 966 4463

1040 AVENUE OF THE AMERICAS NEW YORK, NY 10018

INSULATED COMPOSITE MTL PANEL GLAZED INTO WINDOW WALL

RIU HOTEL & RESORTS

COMPOSITE ALUMINUM PANEL

ANEL TO E.F.I.S. " GL-5

NEW YORK, NEW YORK 10036

0.080" PAINTED ALUMINUM PANEL

WINDOW SILL STARTER END DAM SEALED HORIZONTALLY TO FLASHING SILICONE SEALANT AND BACKER ROD

NEW YORK, NEW YORK 10036

SILL STARTER BELOW

41 2"

SILL STARTER BELOW

DRYVIT ADHESIVE SLAB COVER BELOW SILICONE SEALANT AND BACKER ROD (SEAL TO DRYVIT BASE DRYVIT REINFORCING MESH COAT) EMBEDDED IN BASE COAT EXPANDED POLYSTYRENE DRYVIT AQUAFLASH SYSTEM OR DRYVIT INSULATION BOARD BACKSTOP NT-TEXTURED OPERABLE DRYVIT WATER RESISTIVE WINDOW (TOP HINGED TILT-IN TYPE) BARRIER COATING

"x"

PLYWOOD ON 2 1 2" METAL STUD (TO REPRESENT SHEER WALLS)

8'-8"

10'

c 2013 Berg + Flynn Architecture, PC

BUIL

129 NEW T: 2 F: 21

04 03 02

ISSUED FOR CONSTRUCTION

129 WEST 27TH ST., 5TH FLOOR 08.09.13

EXTERIOR SCOPING PACKAGE 3

06.25.13

EXTERIOR SCOPING PACKAGE 2

06.19.13

NEW YORK, NY 10001 T: 212 254 0030 F: 212 477 5978

riu plaza new york

ACOUSTIC CONSULTANTS

ROBERT A. HANSEN ASSOCIATES, INC.

124 EAST 40TH ST. NEW YORK, NY 10016 EXTERIOR SCOPING PACKAGE 06 06.17.13 ISSUED FOR CONSTRUCTION T: 212 687 2672

04 01

80% SET ISSUED FOR PRICING

NO.

REVISION/SUBMISSION NAME

02.25.13

DATEACCESSIBILITY SERVICES

ADDENDUM 2

07.26.13

UNITED SPINAL ASSOCIATION

THESE CAD FILES MAY NOT BE USED, DUPLICATED,

08.09.13

EXTERIOR SCOPING PACKAGE 3

06.25.13

C 3

danielle erica katz portfolio 34

65 east main stree t beacon, ny 12508 community space commercial art stu d i o s residential housing programming production of pres e n t a i o n m a t e r i a l s

work produced at b e r g + m o s s a rc h i t e c t s

65 east main street

danielle erica katz portfolio 35 SO

LE ON AR D

ST R

EE T

BERG + MOSS ARCHITECTS PC

M AI

LIB

BERG + MOSS ARCHITECTS PC

APT. A 201

APT. B 202

APT. A 201

APT. B 202

EET WATER STR

16R @ 6.625" DN

GROUND TO CELLAR

RE ST DA

CAFE 103

GALLERY 102

18R @ 6.444" UP

APT. B 202

GROUND TO SECOND

GALLERY 101

BERG + MOSS ARCHITECTS PC

APT. A 201

HI LL

• •• • • • • • •

CAFE 103

GALLERY 102

16R @ 6.625" DN

GROUND TO CELLAR

18R @ 6.444" UP

GALLERY 101

RIN

APT. B 202 GROUND TO SECOND

CAFE 103

SPR

ING

65 EAST MAIN STREET

CELLAR TO SUB-CELLAR

16R @ 6.625" DN

18R @ 6.444" UP

GALLERY 102

14R @ 6.643" DN

GROUND TO SECOND

GROUND TO CELLAR

SECOND LEVEL

GALLERY 101

STUDIO 001

STUDIO 002

STUDIO 003

STUDIO 004

STUDIO 005

VAL

LEY

STR

EET

16R @ 6.625" DN

STUDIO 001

STUDIO 002

STUDIO 003

STUDIO 004

STUDIO 005

INT

STUDIO 003

STUDIO 002

14R @ 6.643" DN

CELLAR LEVEL

PROGRAM DIAGRAM

CELLAR TO SUB-CELLAR

BEACON, NEW YORK

STUDIO 005

STUDIO C004

STUDIO C005

STUDIO 004

STUDIO C001

STUDIO C002

MECH. C003

EAST MAIN ROW HOUSES 14R @ 6.643" DN

CELLAR TO SUB-CELLAR

65 EAST MAIN STREET

SUB-CELLAR LEVEL

BEACON, NEW YORK

65 EAST MAIN STREET

STUDIO 001

LU K

E'S

CAFE 103

14R @ 6.643" DN

65 EAST MAIN STREET

CELLAR TO SUB-CELLAR

18R @ 6.444" UP

GALLERY 102

GROUND TO CELLAR

GROUND LEVEL GROUND TO SECOND

GALLERY 101

65-71 EAST MAIN STREET HAS THE OPPORTUNITY TO SERVE AS THE ANCHOR TO THE COMMERCIAL ZONE OF EAST MAIN STREET. THE UNIQUE POSITION OF EAST MAIN ROW HOUSES THIS SITE IS IDEAL TO PROVIDE THE FINAL PIECE OF FABRIC TO LINK BOTH THE COMMERCIAL AND RESIDENTIAL ZONES OF BEACON. 65-71 EAST MAIN STREET WOULD HOUSE PUBLIC GROUND LEVEL VENUES, SUCH AS OPEN GALLERIES, EDUCATIONAL OPPORTUNITIES AND/OR A CAFE, THAT WOULD EMBRACE THE NEIGHBORING RESIDENTIAL DISTRICT SERVING AS A COMMUNITY DESTINATION. THE PROJECT WOULD INCLUDE COMMERCIAL STUDIO SPACES FOR WORKING ARTISTS AS A MEANS OF SUPPORT FOR SUCH PUBLIC VENUES AND A RESIDENTIAL COMPONENT TO OFFER FINANCIAL STABILITY FOR COMMUNITY PROGRAMS. RG + MOSS ARCHITECTS PC 65 EAST MAIN STREET

APT. A 201

65 EAST MAIN STREET

EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES

SECTION

BERG + MOSS ARCHITECTS PC

65-71 EAST MAIN STREET BEACON, NEW YORK STUDIO 002

STUDIO 003

STUDIO 004

STUDIO 005

MECH. C003

STUDIO C004

STUDIO C005

MECH. C003

STUDIO C004

STUDIO C005

MECH. C003

STUDIO C004

STUDIO C005

STUDIO 001

STUDIO C002

STUDIO C001

STUDIO C002

STUDIO C001

STUDIO C002

BEACON, NEW YORK

STUDIO C001

BEACON, NEW YORK

presentation poster

65 east main street

BEACON, NEW YORK

GROUND TO SECOND 18R @ 6.444" UP

65 EAST MAIN STREET

STUDIO 002

STUDIO 001 STUDIO C001

STUDIO 002 STUDIO C002

GROUND TO CELLAR

16R @ 6.625" DN DN

GROUND TO CELLAR

GALLERY 102 STUDIO 003

GALLERY 101 STUDIO 001

14R @ 6.643" DN UP

18R @ 6.444" UP

CELLAR TO SUB-CELLAR

65 EAST MAIN STREET

GROUND TO SECOND

STUDIO 004

STUDIO 005

CAFE 103 STUDIO 004

STUDIO 005

STUDIO 004 STUDIO C004

STUDIO 005 STUDIO C005

14R16R @ 6.643" @ 6.625" DN DN

STUDIO 003

CELLAR TO SUB-CELLAR GROUND TO CELLAR

STUDIO 002

CAFE 103

65 EAST MAIN STREET

GALLERY 102

CELLAR TO SUB-CELLAR 16R @ 6.625"

CAFE 103

18R @ 6.444" UP

STUDIO 001

APT. B 202

GALLERY 102

GROUND TO SECOND

GALLERY 101

16R @ 6.625" DN

CAFE 103

GROUND TO CELLAR

GALLERY 102

APT. A 201 GALLERY 101

APT. B 202

STUDIO 003

MECH. C003

BEA

CELLAR TO SUB-CELLAR

65 east main street

EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES EAST MAIN ROW HOUSES

65 EAST MAIN STREET

second floor plan ground floor plan cellar floor plan sub-cellar floor plan

18R @ 6.444" UP

14R @ 6.643" DN

GALLERY 101

GROUND TO SECOND

14R @ 6.643" DN

danielle erica katz portfolio

BERG + MOSS ARCHITECTS PC

APT. A 201

STUDIO

danielle erica katz portfolio 37

EAST MAIN ROW HOUSES BERG + MOSS ARCHITECTS PC

65 EAST MAIN STREET

BEACON, NEW YORK

diagramatic section street front elevation

65 east main street

danielle erica katz portfolio 38

135 east 47th stre e t new york, ny 1001 7 hotel & residential b u i l d i n g programming core studies preliminary zoning c a l c u l a t i o n s production of mar k e t i n g m a t e r i a l s t o p ro c u re project

work produced at b e r g + m o s s a rc h i t e c t s

135 east 47th street

danielle erica katz portfolio 39

south elevation east elevation SOUTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION

135 East 47th Street 135 East 47th Street BERG + FLYNN ARCHITECTURE, PC BERG + FLYNN ARCHITECTURE, PC

New York, New York

TRIBEACH HOLDINGS, LLC

EAST ELEVATION

135 east 47th street TRIBEACH HOLDINGS, LLC

danielle erica katz portfolio 40

100'-0"

20'-0" REAR YARD SETBACK

20'-0"

RESTAURANT/BAR/LOUNGE

39'-312"

12'-47 8"

KITCHEN

MEN'S RESTROOM

100'-0"

24'-912"

35'-11"

12'-47 8"

24'-53 4"

HOTEL ELEVATOR LOBBY

WOMEN'S RESTROOM

34'-105 8"

RESIDENTIAL ELEVATOR LOBBY

96'-2"

01 68'-8"

LOADING DOCK/ SERVICE CORRIDOR

5'-0"

HOTEL LOBBY/RECEPTION

RESIDENTIAL LOBBY

GROSS AREA: 9617 SQ. FT. HOTEL CORE/COMMON AREA: --- SQ. FT. RESIDENTIAL CORE/COMMON AREA: --- SQ. FT. FLOOR AREA: --- SQ. FT.

GROSS AREA: 6867 SQ. FT. HOTEL CORE/COMMON AREA: 1809 SQ. FT. RESIDENTIAL CORE/COMMON AREA: 168 SQ. FT. FLOOR AREA: 4890 SQ. FT. 28'-93 8"

GARAGE PARKING

10'-65 8"

11'-9" FRONT SETBACK

17'-01 2"

14'-0"

7'-8"

ground flor plan typical hotel floor plan

135 east 47th street

10'-65 8"

HOTEL FLOORS 9-19 TYPICAL

36'-111 4"

135 East 47th Street BERG + FLYNN ARCHITECTURE PC

10'-65 8"

4'-3"

20'-0"

10'-65 8"

11'-9"

GROUND FLOOR

New York, New York

135 East 47th Street BERG TRIBEACH + FLYNN HOLDINGS, ARCHITECTURE LLC PC

New York, New York

TRIBEACH HOLDINGS, LLC

danielle erica katz portfolio

BERG + FLYNN ARCHITECTURE PC

41 40'-3"

36'-1012"

39'-6"

390'-0"

38'-9"

38'-0"

370'-0"

37'-3"

36'-3"

35'-6"

340'-0"

34'-9"

33'-9"

32'-9"

310'-0"

31'-9"

30'-9"

30'-0" REAR YARD SETBACK 30'-0"

280'-0"

28'-9"

30'-0"

27'-6"

26'-6"

250'-0"

25'-3"

100'-0" 33'-018"

33'-113 4"

33'-018"

40'-2"

APT B 2 BR, 2 BA

APT D 2 BR, 2 BA

220'-0"

New York, New York

19'-012"

135 East 47th Street

APT C 1 BR, 1 BA

APT A 1 BR, 1 BA

24'-0"

22'-7 12 "

21'-112"

21'-3"

51'-11"

10'-0"

20'-0"

200'-0" 18'-6"

16'-9"

180'-0" 63'-9 1 8"

15'-3"

GROSS AREA: 4017 SQ. FT. HOTEL CORE/COMMON AREA: --- SQ. FT. RESIDENTIAL CORE/COMMON AREA: 763 SQ. FT. FLOOR AREA: 3254 SQ. FT.

13'-9"

160'-0"

12'-0"

10'-0"

8'-0"

30'-3"

130'-0"

6'-0"

4'-0"

RESIDENTIAL FLOORS TYPICAL

16'-712"

63'-4"

2'-0"

30'-3" FRONT SETBACK

100'-0"

135 East 47th Street BERG + FLYNN ARCHITECTURE PC

New York, New York

TRIBEACH HOLDINGS, LLC

70'-0"

40'-0"

MECHANICAL

TRIBEACH HOLDINGS, LLC

RESIDENTIAL 70'-5"

20'-0"

HOTEL GROUND FLOOR AMENITY

100'-0"

ZONING SECTION

typical residential floor plan zoning section

135 east 47th street

danielle erica katz portfolio 42

fegan residence 185 polly park roa d rye, ny 10580 total renovation completion of desi g n d e v e l o p m e n t p h a s e completion of build i n g d e p a r t m e n t s e t s completion of con s t r u c t i o n s e t & d e t a i l s general coordinati o n w i t h c o n t r a c t o r s

work produced at b e r g + m o s s a rc h i t e c t s

fegan residence

danielle erica katz portfolio 43 +/-

+/A

+/+/+/REPLACE EXISTING ROOF VENT

03 A501

REPLACE EXISTING ROOF VENT

+/-

EXISTING ROOF PITCH 12 +/- 6

+/-

+/C

+/+/+/+/+/+/-

north elevation east elevation west elevation south elevation J1

fegan residence

danielle erica katz portfolio 44

01 A701

3' - 8"

99' - 0" 15' - 10"

12' - 6"

22' - 4"

4' - 0"

14' - 4"

4' - 4"

01 A700

15' - 8"

6' - 4"

14' - 0" M.O.

F 2' - 8"

11' - 0"

0' - 11"

3' - 7"

M.O. 2' - 0"

6' - 5"

10' - 6"

31' - 2"

A704

fegan residence

3' - 11" M.O. 2' - 4"

8' - 7"

3' - 2"

3' - 5"

6' - 4"

12' - 0" 32' - 2"

25' - 6"

25' - 7"

DINING ROOM 246 SF

K 3' - 5"

8' - 4"

3' - 2"

2' - 11"

M.O. 4' - 9"

0' - 10"

6' - 0" M.O.

10' - 0"

EXISTING BRICK PIERS

20' - 9"

A525 DN 4' - 4" 2' - 8"

EXISTING BRICK PLANTERS TO BE CLAD IN RAINSCREEN (TOP & SIDES) 26' - 8"

EXISTING BRICK PLANTERS TO BE CLAD IN RAINSCREEN (TOP & SIDES)

03 A704

2' - 8"

2' - 5"

6' - 5"

EXTENT OF DECK EXTENSION

1' - 4"

5' - 8"

13' - 2"

2' - 1" 8' - 8"

5' - 9" 3' - 11"

REF.

00 3' - 0"

STEPS TBD

3/4" QUARTER SAWN WHITE OAK WOOD FLOORING (SELECT GRADE OR BETTER)

NEW STRUCTURAL POST

K 4' - 3"

NEW P.T. WOOD STAIR W/ CEDAR TREADS

floor plan

3' - 2" 3' - 0"

CABLE RAILING @ 42" A.F.F.

CEDAR DECK EXTENSION

1 107

5' - 0"

02 A704

CORK TILE

SOFFIT ABOVE

5/4" X 6" CEDAR DECKING

EXISTING BRICK PIERS TO BE CLAD IN RAINSCREEN (TOP & SIDES)

KITCHEN 270 SF

LIVING ROOM EXTERIOR WALL TO BE NEW 6" WOOD FRAMING SEE 0' - 8" DWG A-525 0' - 8"

14' - 10"

6' - 0"

STONE HEARTH

6' - 0"

1' - 5" 3' - 0" 1' - 11" 5' - 3" M.O.1' - 7"

5' - 3" M.O.1' - 4"

2' - 1"

1' - 0"

A704

WOOD BURNING FIREPLACE BY MAJESTIC: MODEL #SB50HB

4' - 0"

16' - 8"

H 1' - 6"

3' - 6"

LIVING ROOM 570 SF PREFABRICATED

SITTING ROOM 171 SF SD

9' - 11"

4' - 11"

3' - 9"

15' - 0"

10' - 11"

APPROX. LINE OF BUILT UP FLOOR. BUILD UP EXISTING DROPPED FLOOR TO MATCH LEVEL OF NEW 3/4" QUARTER SAWN WHITE OAK WOOD FLOORING (TO BE LAID OVER 3/4" PLYWOOD OVER DASHPATCHED SUB FLOORS)

9' - 2" M.O.

3' - 9"

W 4' - 0"

101 1' - 0"

4' - 0"

5' - 3"

0' - 11"

103

1A 5' - 10"

ENTRY 130 SF

4' - 0"

3' - 0"

BA 2

2' - 1"

6' - 3"

5' - 0"

P.R.

4' - 5"

01 A702

BEDROOM 2 122 SF SD

1' - 0"

103

102

1' - 6"

2' - 6"

SHELF & RAIL ABOVE

103

14' - 0"

5/4" x 6" CEDAR DECKING W/ EPDM MEMBRANE OVER CONCRETE TOPPING

6' - 4" M.O.

102

10' - 0" 5' - 7"

110

ROOF OVERHANG ABOVE

3' - 6"

3' - 9"

SHELVES

101 2' - 2"

SHELF & RAIL ABOVE

102

SHELF & RAIL ABOVE

103

1' - 4"

1' - 0"

4' - 0"

3/4" QUARTER SAWN WHITE OAK WOOD FLOORING (SELECT GRADE OR BETTER)

1' - 2"

6' - 0" M.O.

4' - 8"

BEDROOM 3 152 SF

104 3' - 4"

103

102

103

1' - 0"

100

19' - 10"

A702

7' - 8"

MASTER BEDROOM 282 SF

7' - 1" M.O.

106

13' - 2"

BEDROOM 1 134 SF

22' - 8"

9' - 8"

107

1' - 2"

31' - 4"

16' - 5"

5/4" X 6" CEDAR DECKING W/ EPDM MEMBRANE OVER CONCRETE TOPPING

1' - 8"

13' - 8" M.O.

5' - 4"

13' - 4"

4' - 11"

11' - 0"

1A SHELVES

9' - 9"

2' - 1"

1' - 0"

3' - 11"

BA 1

NEW WOOD STAIRS

6' - 4"M.O. 1' - 2"

4' - 0"

6' - 6"

2' - 4"

M.O.

M.O. 2' - 6" 2' - 4" 2' - 5"

5' - 10"

9' - 1"

MASTER BATHROOM

6' - 4" M.O.

5' - 0"

6' - 7"

0' - 1"

4' - 0"

2' - 6"

APPROX. LINE OF BUILT UP FLOOR. BUILD UP EXISTING DROPPED FLOOR TO MATCH LEVEL OF NEW TILE FLOORING. SEE A550.

1' - 3" M.O. 2' - 4"

5' - 1"

2' - 0" 2' - 0"

1' - 0"

SHELF & RAIL ABOVE

0' - 8" 4' - 2" 0' - 8" 4' - 2"

3' - 0"

0' - 10" 4' - 4"

danielle erica katz portfolio 45

5' - 6"

5' - 8"

5' - 6"

11' - 0"

D C

C E

DIMMER

3' - 1"

USE SMART EXHAUST SWITCH (SEE CUT SHEET)

C 3

DIMMER

REF.

DIMMER

C H C

0' - 6"

6' - 5"

7' - 8"

E 3' - 5"

DIMMER

ATTIC ACCESS PANEL

B C

C E

H E

DIMMER

D D

D 0' - 11"

D 11' - 1"

D 10' - 11"

8' - 11"

11' - 0"

4' - 4"

2' - 6"

5' - 6"

8' - 4"

11' - 0"

1' - 8"

11' - 0"

5' - 7"

11' - 0"

1' - 1"

11' - 0"

2' - 0" 2' - 0"

11' - 0"

D 10' - 11"

4' - 2"

2' - 6"

6' - 1"

2' - 6"

NOTE: SEE DWG. A-102 FOR CO2/SMOKE DETECTOR LOCATIONS

reflected ceiling plan

fegan residence

danielle erica katz portfolio 46

3'-0" TYP.

4"x1 1 4" IPE HANDRAIL 3'-0 3 4" HIGH, 1 1 4"x1 1 4" STEEL - PAINTED 1

4" MAX.

DIAMETER SOLID STEEL BAR

3'-2"

1 14"x1 1 4" STEEL POST (PAINTED) WELDED ON ALL SIDES TO STEEL PLATE 6"x6"x12" TH STEEL PLATE

4" MAX.

(2) 2x12

4" MAX.

MIN. THROUGH BOLTS (2) 2x12

1'-0"

IPE STAIR TREAD (2) 1 1 4"x6"x72" TREADS (2) 2" COUNTER SUNK STAINLESS STEEL SCREWS @ EACH STRINGER 2x10 WOOD STRINGER @ ENDS & CENTER 6"x6"x12" TH. STEEL PLATE BEYOND (SEE DETAIL 03)

DETAIL

SCALE: 1/4" : 1'-0"

1" 10"

DETAIL

SCALE: 1/4" : 1'-0"

A704

4'-4"

RAILING ELEVATION - EAST

SCALE: 1/4" : 1'-0"

+/- 22'-5"

A704

4'-4"

3 7 8" TYP.

+/- 23'-7"

+/- 23'-10"

63 4"

4'-4"

3'-9"

4'-4"

+/- 5'-3" 4'-4"

3'-9"

5'-0"

railing details

fegan residence

3 7 8" TYP. EXISTING BRICK PLANTER

3 7 8" TYP.

RAILING ELEVATION - SOUTH

SCALE: 1/4" : 1'-0"

ARCHITECT

BERG + FLYNN ARCHITECTURE PC THE BEACON BUILDING

ISSUE DATE:

SCALE: 1/4" = 1'-0"

TILE LAYOUTS

danielle erica katz portfolio

NOTE: JOINTS IN BASE TILE TO ALIGN WITH NOTE: JOINTS IN BASE TILE TO ALIGN WITH JOINTS IN FLOOR TILE. JOINTS IN FLOOR TILE. T5

T8 T8

2'-11" T4 ELEVATION F SCALE: 1/4" : 1'-0"

T8 ST1

2'-11"

T4 ELEVATION D 06 ELEVATION F 07

ST ST1

T ELEVATION D

SCALE: 1/4" : 1'-0"

SE TILE TO ALIGNT5WITH LE. T5

T8 T8 T8

ST1

T8 ST1 T4

2'-11"

ST1

T4 ELEVATION D SCALE: 1/4" : 1'-0"

ST1

SCALE: 1/4" : 1'-0"

T8 ST1

T4 ELEVATION A SCALE: 1/4" : 1'-0"

2'-11"

MASTER BATHROOM

ELEVATION E SCALE: 1/4" : 1'-0"

ELEVATION B

ARCHITECT

SCALE: 1/4" : 1'-0"

03 04

T4 ST1

ELEVATION A SCALE: 1/4" : 1'-0"

THE BEACON BUILDING 427 MAIN STREET, NO. 104 BEACON, NY 12508 T: 845 831 1318

B CT4

185 POLLY PARK ROAD RYE, NEW YORK 10580 ISSUE DATE:

SCALE:

SEPT. 27, 2013

1/4" = 1'-0"

TILE LAYOUTS

2'-11"

T4 SCALE: 1/4" : 1'-0"

2'-11"

BERG + FLYNN 08 ARCHITECTURE PC A707

A D T8 B C

ST1

BERG + FLYNN A707 ARCHITECTURE PC

SCALE: 1/4" : 1'-0"

ST1 T8 T4 2'-11" T4 T4

THE BEACON BUILDING 427 MAIN STREET, NO. 104 BEACON, NY 12508 T: 845 831 1318

ELEVATION A

ARCHITECT ELEVATION C

SCALE: 1/4" : 1'-0"

2'-11"

ELEVATION E 03 ELEVATION B 04 SCALE: 1/4" : 1'-0"

2'-11"

T4 ELEVATION C

T8 T8

MASTER BATHROOM SCALE: 1/4" : 1'-0"

185 POLLY PARK ROAD RYE, NEW YORK 10580 ISSUE DATE:

SCALE:

SEPT. 27, 2013

1/4" = 1'-0"

interior elevations

fegan residence

danielle erica katz portfolio 48

155 west 47th stre e t new york, ny 1003 6 686 room hotel completion of sche m a t i c d e s i g n p h a s e completion of build i n g re n d e r i n g s

work produced at b e r g + m o s s a rc h i t e c t s

155 west 47th street

danielle erica katz portfolio 49

SITE PLAN

155 WEST 47TH STREET NEW YORK, NEW YORK

271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

site plan

T + 845 831 1318 info@bergmoss.com bergmoss.com

155 west 47th street

danielle erica katz portfolio

20' - 0"

120' - 0" 15' - 0"

100' - 6 1/2"

12' - 6 1/2"

21' - 2 1/2"

9' - 5"

8' - 9"

9' - 5"

21' - 5"

7' - 10"

13' - 5 1/2"

KITCHEN

80' - 6 1/2"

006

OFFICE 004

LOADING DOCK 007

COMPUTER ACCESS

BAG STORAGE RESTAURANT 005

003

002 HOTEL LOBBY 001

ground floor plan

155 west 4 7 t 155 h sWEST t r e e 47TH t STREET NEW YORK, NEW YORK

FLOOR PLAN 271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T info@

danielle erica katz portfolio

20' - 0"

120' - 0"

28' - 6"

11' - 8 1/2"

15' - 4"

10' - 2 1/2"

9' - 8 1/2"

8' - 9"

9' - 8 1/2"

10' - 2 1/2"

8' - 2"

12' - 5 1/2"

GUEST RM C ADA DOUBLE

GUEST RM B DOUBLE

GUEST RM D SUITE

201

202

203

204

205

206

15' - 6 1/2" 5' - 0" 26' - 6"

80' - 6 1/2"

5' - 0"

100' - 6 1/2"

50 �1 ft 5

GUEST RM B1 DOUBLE

207

208

209

210

211

212

213

214

215

216

217

floor plans 2-3 10' - 2 1/2"

10' - 2 1/2"

EST 47TH STREET NEW YORK, NEW YORK

10' - 2 1/2"

155 west 47th street FLOOR PLANS 2-3

271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T + 845 831 1318 info@bergmoss.com bergmoss.com

danielle erica katz portfolio

20' - 0"

120' - 0"

28' - 6"

11' - 8 1/2"

15' - 4"

10' - 2 1/2"

GUEST RM C ADA DOUBLE

GUEST RM B DOUBLE

401

402

9' - 8 1/2"

8' - 9"

9' - 8 1/2"

10' - 2 1/2"

8' - 2"

12' - 5 1/2"

GUEST RM B DOUBLE

GUEST RM D SUITE

403

404

405

406

60' - 0"

5' - 0"

GUEST RM B1 DOUBLE

407

408

409

410

411

412

413

414

415

10' - 2 1/2"

GUEST RM B1 GUEST RM B1 DOUBLE DOUBLE 416

10' - 2 1/2"

417

10' - 2 1/2"

20' - 6 1/2"

26' - 6"

100' - 6 1/2"

50 �1 ft 5

GUEST RM B1 DOUBLE

floor plans 4-21

155 west 4 7 t 155 h sWEST t r e e47TH t STREET NEW YORK, NEW YORK

FLOOR PL 271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T info@

danielle erica katz portfolio

20' - 0"

120' - 0"

28' - 6"

11' - 8 1/2"

15' - 4"

10' - 2 1/2"

GUEST RM C ADA DOUBLE

GUEST RM B DOUBLE

2201

2202

9' - 8 1/2"

8' - 9"

9' - 8 1/2"

10' - 2 1/2"

8' - 2"

12' - 5 1/2"

GUEST RM B DOUBLE

GUEST RM D SUITE

2203

2204

2205

2206

60' - 0"

5' - 0" 21' - 5"

GUEST RM A SINGLE

GUEST RM B1 DOUBLE

GUEST RM A SINGLE

2207

2208

2209

2210

2211

2212

2213

2214

2215

2216

2217

10' - 2 1/2"

5' - 1"

GUEST RM A SINGLE

10' - 2 1/2"

20' - 6 1/2"

100' - 6 1/2"

50 �1 ft 5

GUEST RM A SINGLE

EST 47TH STREET NEW YORK, NEW YORK

floor plans 22-25

155 west 47th street

FLOOR PLANS 22-25 271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T + 845 831 1318 info@bergmoss.com bergmoss.com

danielle erica katz portfolio

20' - 0"

120' - 0" 12' - 4"

107' - 8" 15' - 2 1/2"

10' - 2 1/2"

60' - 0"

9' - 8 1/2"

8' - 9"

9' - 8 1/2"

10' - 2 1/2"

8' - 2"

12' - 5 1/2"

GUEST RM B DOUBLE

GUEST RM D SUITE

2301

2302

2303

2304

2305

5' - 0" 26' - 6"

100' - 6 1/2"

10' - 2 1/2"

GUEST RM B DOUBLE 28' - 6"

10' - 8 1/2" 1' - 7 1/2"

GUEST RM A SINGLE

2306

2307

10' - 2 1/2"

2308

10' - 2 1/2"

2309

10' - 2 1/2"

GUEST RM B1 GUEST RM B1 DOUBLE DOUBLE 2310

2311

10' - 2 1/2"

GUEST RM A GUEST RM A SINGLE SINGLE 2312

10' - 2 1/2"

2313

10' - 2 1/2"

GUEST RM A SINGLE

2314

2315

10' - 2 1/2"

20' - 6 1/2"

10' - 2 1/2"

GUEST RM A GUEST RM B1 SINGLE DOUBLE

floor plans 27-35

155 west 4 7 t 155 h sWEST t r e e47TH t STREET NEW YORK, NEW YORK

FLOOR PLA 271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T info@

danielle erica katz portfolio

20' - 0"

120' - 0" 12' - 4"

86' - 6 1/2" 25' - 4 1/2"

10' - 2 1/2"

9' - 8 1/2"

10' - 2 1/2"

GUEST RM B DOUBLE

2501

2502

2503

2504

8' - 2"

2' - 3"

10' - 8 1/2"

5' - 0" 26' - 6"

60' - 0"

21' - 1 1/2" 8' - 9"

GUEST RM A SINGLE

GUEST RM B1 DOUBLE

2505

2506

2507

2508

2509

10' - 2 1/2"

GUEST RM B1 GUEST RM B1 DOUBLE DOUBLE 2510

10' - 2 1/2"

GUEST RM A GUEST RM A SINGLE SINGLE 2511

10' - 2 1/2"

2512

10' - 2 1/2"

GUEST RM A SINGLE 2513

10' - 2 1/2"

20' - 6 1/2"

100' - 6 1/2"

9' - 8 1/2"

GUEST RM B DOUBLE 28' - 6"

10' - 8 1/2" 1' - 7 1/2"

EST 47TH STREET NEW YORK, NEW YORK

floor plans 36-46

155 west 47th street

FLOOR PLANS 36-46 271 MADISON AVE., SUITE 1003 NEW YORK, NEW YORK 10016 T + 212 966 4705 tribeach.com

THE BEACON BUILDING 427 MAIN STREET NO. 104 BEACON, NEW YORK 12508

T + 845 831 1318 info@bergmoss.com bergmoss.com

danielle erica katz portfolio 56

project rendering

155 west 47th street

danielle erica katz portfolio 57

project renderings

155 west