Jean Wang Portfolio by jinghan_archstudio

Jean Wang Architecture Portfolio 2020-2024

Jean Wang LEED AP

Academic Project - Design

M.ARCH + M.CM Candidate Washington University in St. Louis, MO LEED AP BD+C, OSHA-10

A Historic Knot

Emotional Museum Competition

The Wave

B.Arch Degree Project

Culinary School

Advanced Building System

Himal Baths Studio 611

Office Project - Design + Construction SMOOTH House H+B Architects

The ASTR

MVE Architects Internship

Repurposing

MVE Architects Internship

Jiangsong Technology Office Building Wuxi Architectural Design and Research Institute

Sunlant Bio-Tech Headquarters

Wuxi Architectural Design and Research Institute

Academic Project - Construction Management Initial Order of Magnitude Budget Estimate Fundamental of Construction Management jinghan.w@wustl.edu (317) 801-8354

C.P.M. Network Analysis

Fundamental of Construction Management

Chapter 1 | Academic Project - Design Conceptual Design, Schematic Design

A Historic Knot Museum of Emotion Competition | 2023 Category: Cultural - Memorial Location: Changchun, China Phase: Conceptual Design Work Scope: Individual Work Xin Cheng Avenue in Changchun once was the political center of Manchurian Empire ruled by Japan. To remind people of this tragedy and disgrace, the city plans to build a memorial hall. Rather than parody the existing buildings, my proposal is to extract the historical symbols to build a modern architecture as a implicit perceptual container of historical events where visitors could echo with the history inside. Also, I want to innovate in its structure and functions so that it can be a landmark.

Spatial Orchestration

8 | Jean Wang

A Historic Knot |

Context

Site Plan 15

10 | Jean Wang

60M

A Historic Knot | 11

4D Cinema Meditation Attic

City-view Platform

Open Air Cinema

Ascending Exhibition Hall Auditorium Roof Terrace

5th Floor Plan

6th Floor Plan

7th Floor Plan

1.Lookout Stairs 2.Folk Art Exhibition Gallery 3.Inventory room

1. City-View Platform 2. Concert Hall 3. Open Fab Lab 4. D-Art Studio

1. City-View Platform 2. 4D Cinema 3. Meditation Attic 4. outdoor Theatre

12 | Jean Wang

30M

A Historic Knot | 13

14 | Jean Wang

A Historic Knot | 15

(Unit: Meter)

-1F

The Gap - Abyss -

Preface Hall - Rising Indignation -

D-ART Space - Intricacy -

Folk Art Gallery - Suffering -

Oblique Corridor - Turning Point -

Spiral Stairs - Fighting Up -

Lookout Platform - Envision -

Concert Hall - Celebration -

Meditation Attic - Tranquility -

4D Cinema - Reminiscence -

16 | Jean Wang

A Historic Knot | 17

The Wave B. Arch Degree Project | 2020 Category: Landscape Architecture Location: Khabarovsk, Russia Phase: Conceptual Design Tutor: Ryabkova Elena Borisovna Work Scope: Individual Work Khabarovsk, Russia’s largest Far East city, experiences frequent flooding of riverbank areas due to rising Amur River levels. New transformation involves three crucial lines that forms a double-dam flood control system, crowd-friendly activity spaces and hydrophilic platforms, which are connected by Urban fabric and inclined docks.

18 | Jean Wang

The Wave | 19

Barge Trading Market

Grass Slope Sky Bridge

Water Diversion

Khabarovk State Museum

Bird-Watching Seasonal Beach

Classical Art Museum

Boat Crossing Fishing Pier Water Pavilion Improvisational Theatre

City Park Seasonal Port

Recreational Island Picnic / Hammock Grove

Central Square

Amphitheatre Outdoor Catering Retail

Trail Running Track

Town Hall Seasonal Chanel

Entrancce Entran Dock of Cruise

Status Quo 1. Low Utilization of Space 2.Lack of Directional Guidance 3.Limited Scope of Activity 20 | Jean Wang

Site Plans Left: Dry Season Right: Wet Season

120M

The Wave | 21

“Double Dam” System

Inland

Embankment

Shoreline

Outward Platform

Waterborne Waterfront Trail

Connection Extended fabric

Dry Season

Programming 22 | Jean Wang

(Unit: Meter)

Wet Season

Cross Section

60M

The Wave | 23

(Unit: Meter)

24 | Jean Wang

The Wave | 25

Culinary School Advanced Building System | Revised 2024 Category: Education (E) Construction: Type II B Floor Area: 52540 sq ft Location: Los Angeles, CA Phase: Schematic Design Tutor: Chandler Ahrens Work Scope: Individual Located along the waterside in the Mediterranean climate zone, the project uses sustainable and durable facades. Additionally, the project aims to explore the truss and steel structure for the educational project, providing an exceptional experience for culinary students and faculty.

26 | Jean Wang

Culinary School | 27

www.autodesk.com/revit

Consultant Address Address Address Phone

Dorm

Consultant Address Address Address Phone

1014 SF

Food Storage Student Lounge

Dinning Hall

Kitchen / Dishwashing

687 SF

Consultant Address Address Address Phone

Lobby

Consultant Address Address Address Phone

1309 SF 485 SF

UP 1179 SF

Mechanical

Electrical

Path 3046 SF

Dorm

Culinary Kitchen

961 SF

No.

887 SF

Description

Date

683 SF

Dorm

859 SF

Dorm 1172 SF

site Not Enclosed

Advanced Building System Culinary Institute

A' 1

No color scheme assigned to view

Project Number Date Drawn By

Ground Floor Plan 1

First Floor Architectural Plan 1/8" = 1'-0"

0 1/8" = 1'-0"

Checked By

A101

16' 2"

Scale

1 12/17/2023 Jean Checker

1/8" = 1'-0"

12/18/2023 9:36:35 PM

Floor Plan - Level 1

www.autodesk.com/revit

Consultant Address Address Address Phone Consultant Address Address Address Phone

Consultant Address Address Address Phone

Dorm 1014 SF

Consultant Address Address Address Phone

Auditorium

Small Classroom

Large Classroom

Not Enclosed

494 SF

945 SF

619 SF

Consultant Address Address Address Phone DN

C UP

Dorm 960 SF

No.

Dorm 863 SF

Speciality Kitchen

Dorm

Culinary Kitchen

1540 SF

1508 SF

Description

Date

850 SF

1193 SF

Belcony Not Enclosed

Advanced Building System Culinary Institute

Second Floor Plan

Project Number Date Drawn By Checked By

Second Floor Architectural Plan 1/8" = 1'-0"

28 | Jean Wang

60ft

A102 Scale

1 12/17/2023 Jean Sijia

1/8" = 1'-0"

1/9/2024 12:17:30 PM

Floor Plan - Level 2

Culinary School | 29

F Roof 3 45' - 0" Roof 2 40' - 0" Roof 1 36' - 0"

L3 24' - 0"

Roof 3 45' - 0" L2 Roof 2 12' - 0" 40' - 0" Roof 1 36' - 0" L1 0' - 0" L3 24' - 0" G0 -14' - 0" L2 12' - 0"

L1 0' - 0"

G0 -14' - 0"

Roof 3 45' - 0" Roof 2 40' - 0" Roof 1 36' - 0"

L3 24' - 0"

Roof 3 45' - 0" L2 Roof 2 12' - 0" 40' - 0" Roof 1 36' - 0" L1 0' - 0" L3 24' - 0" G0 -14' - 0" L2 12' - 0"

L1 0' - 0"

G0 -14' - 0"

Building Sections 8

30 | Jean Wang

48ft Culinary School | 31

Winter WinterSolctice Solctice

Summer Solctice Summer Solctice

Assambly Roof Rood Assembly

TPO Roofing TPO Roofing

33.00°

www.autodesk.com/revit www.autodesk.com/revit

ConsultantConsultant Address Address Address Address Address Address Phone Phone

Polycarbonate Lightwall Polycarbonate 40 MM Cellular Lightwall Plycarbonate Panel

ConsultantConsultant Address Address Address Address Address Address Phone Phone

FloorFloor Assembly Assambly

Carpet Carpet 4 1/2"4Poured Concrete 1/2" Poured Concrete 2" Metal Deck 2" Metal Deck Wide Wide Flange Beam Flage Beam

ddes provides

Suspended Ceiling Assembly Suspended Ceiling Assambly Exterior Wall Assembly

ng ding D

Consultant Address Address Address Phone

No.

Description Description Date Date Polycarbonate Lightwall

Enclosure1: Polycarbonate Wall

Description

Date

Bituminous Concrete Bituminous Concrete Pavement Pavement Poured Concrete Poured Concrete MetalMetal Plate Plate Advanced Advanced Building Building Wide Wide Flange BeamBeam Flange System System supported by Retaining Wall Wall supported by Retaining

Plan Detail

32 | Jean Wang

Suport Runner Ceiling Suport Acoustical tiles

Winter Winter Solctice Solctice Summer Solctice

Summer Solctice

Rood Assambly

33.00°

Enclosure 1: Polycarbonate Translucent Wall System SECTION 084519 3/8" = 1'-0" 3/8" = 1'-0" EXTECH Inc.

Rood Assambly

1. **Weather Resistance and Durability:** 1. **Weather Resistance and Durability:** - The air gap helps to create a barrier - The to airwithstand gap helps to create extreme a barrier to withstand weather extreme and weather provides and provides natural ventilation, helping to keep insulation natural ventilation, moisture-free. helping to keep insulation moisture-free.

2. **Energy Efficiency:** 2. **Energy Efficiency:** - The light transmission of double polycarbonate - The light transmission panels of doubleis polycarbonate approximately panels is approximately 85%, creating 85%, creating Scale Because Scale less condensation. air can be less trapped condensation. between Because air can the be trapped walls, between the the increase walls, the increase in energy in energy efficiency reduces heating costs by as efficiency muchreduces as 50%. heating costs by as much as 50%. 3. **Cost-Effective:** 3. **Cost-Effective:** -lightweight, easy to install and constumize. -lightweight, easy to install and constumize.

Hard Board 6" Ploy ISO Rigid Insulation 2" Metal Deck Bar Joist Truss Bridging Truss

Date Drawn By

1 12/17/2023 Jean

Consultant Address Address Address Phone

Consultant Address Address Address Phone Consultant Address Address Address Phone

Floor Assambly Carpet 4 1/2" Poured Concrete 2" Metal Deck Wide Flage Beam

Consultant Address Address Address Phone

Suport Runner Ceiling Suport Acoustical tiles

Details

Consultant Address Address Address Phone

Suspended Ceiling Assambly

Floor Assambly Proje Date

Carpet Draw 4 1/2" Poured Con Check 2" Metal Deck Wide Flage Beam

Scale

Suspended Ceilin

36in

Suport Runner Ceiling Suport Acoustical tiles

4. **Longevity and Sustainability:** 4. **Longevity and Sustainability:** - Healthy material, fire-resistant . - Healthy material, fire-resistant .

Culinary School | 33

Exterior Ceiling Assambly Project Number

Hard Board

Bituminous Concrete Pavement 6" Ploy ISO Rigid I Poured Concrete 2" Metal Deck MetalBar Plate Joist Truss A Wide Bridging Flange Beam Truss supported by Retaining Wall

www.autodesk.com/revit

Polycarbonate Polycarbonate Lightwall Lightwall

Enclosure 2: Fiber Cement Siding SECTION 074646 EQUITONE Inc.

Exterior Platform Assambly TPO Roofing

TPO Roofing

Size:10'x4' Advantages: Lightweight fiber cement panel, can be easily transformed into any shape, can be perforated, printed or routed, durable, resistant to extreme temperatures and frost, water-resistant, environmentally friendly

Exterior Ceiling Assambly 2" Metal Plate Reigid Insulation Hardboard Sheathing Z-Girt Air Barrier Fiber Cement Panel

Enclosure2: Steel Stud with Polyiso and Fiber Cement Siding

Culinary Culinary Institute Institute

A121 A121

12/18/2023 12:32:58 AM

Advanced Building System Culinary Institute 12ft

Suspended Ceiling Assambly

4. **Longevity and Sustainability:** - Healthy material, fire-resistant .

1 1 Date Date 12/17/2023 12/17/2023 Drawn By Drawn By Jean Jean Enclosure1: Polycarbonate Enclosure1: Polycarbonate Wall Wall Checked ByChecked By / /

ohape, any shape, ratures and and

Carpet 4 1/2" Poured Concrete 2" Metal Deck Wide Flage Beam

3. **Cost-Effective:** -lightweight, easy to install and constumize.

Exterior Platform Assambly Exterior Platform Assembly

Project Number Project Number

Floor Assambly

1. **Weather Resistance and Durability:** - The air gap helps to create a barrier to withstand extreme weather and provides natural ventilation, helping to keep insulation moisture-free.

WallWall Detailed Detailed Section Section

Wall Section

Hard Board 6" Ploy ISO Rigid Insulation 2" Metal Deck Bar Joist Truss Bridging Truss

2. **Energy Efficiency:** - The light transmission of double polycarbonate panels is approximately 85%, creating less condensation. Because air can be trapped between the walls, the increase in energy efficiency reduces heating costs by as much as 50%.

Hat Channel

No.

2" Metal Plate Plate 2" Metal ReigidReigid Insulation Insulation Hardboard Sheathing Hardboard Sheathing Z-GirtZ-Girt Air Barrier Air Barrier Fiber Fiber Cement PanelPanel Cement

Consultant Address Address Address Phone

Fiber Cement Panel Installation

Rood Assambly

3 TPO Roofing

Exterior Ceiling Assambly Exterior Ceiling Assembly

Consultant Address Address Address Phone

Bolts

Summer Solctice

33.00°

Consultant Address Address Address Phone

5/16" Fiber Cement Panel

Winter Solctice

79 33.00° .00°

1" OSB Sheathing sum Board Finish Fiber Batt Insulation 1/16" WRB Stud @ 24" O.C. heathing 2" Rigid Insulation ater Resistant Barrier (WRB) Air Gap nsulation

79. 00°

www.autodesk.com/revit

6" Glass Fiber Batt Insulation ment Exterior Wall Assambly (R =10/in)

ConsultantConsultant Address Address Address Address Address Address Phone Phone

Rod Hanger Suport Runner Joint Cover Ceiling Suport Acoustical Acoustical tiles tiles

5/8" Gypsum Board Finish

ber Cement Panel

ConsultantConsultant Address Address Address Address Address Address Phone Phone

1/10/2024 12:43:10 PM

reating 85%, creating ease energy in energy

ConsultantConsultant Address Address Address Address Address Address Phone Phone

79. 00°

33.00 °

79 .00 °

79. 00°

Hard Hard BoardBoard 6" Ploy Insulation 6" ISO PloyRigid ISO Rigid Insulation 2" Metal Deck Deck 2" Metal Bar Joist Bar Truss Joist Truss Bridging TrussTruss Bridging

Wall ll

Enclosure2: Steel Enclosure2: Stud Steel with Stud with Polyiso and Fiber PolyisoCement and Fiber Cement Siding Siding

2" Metal Plate Reigid Insulation Hardboard Sheathing Z-Girt Air Barrier

No.

Description

Date

Exterior Ceiling A

2" Metal Plate Reigid Insulation Hardboard Sheath Z-Girt Air Barrier

34 | Jean Wang

Culinary School | 35

Himal Baths Studio 611 | 2024 Category: Assembly - Thermal Bath Location: Langtang Valley, Nepal Phase: Conceptural Design Tutor: Georgia Daskalakis Work Scope: Individual Work The thermal bath is designed to be integrated into the Langtang landscape. It offers a stunning view of Gosaikunda Lake and promotes community wellness through therapeutic indoor and outdoor spaces. Geothermal energy technology and water filtration systems are used to ensure sustainability.

36 | Jean Wang

Himal Baths | 37

Langtang Village 4

Ground Floor Plan 1.Lobby 2.receiption Office 3.Changing Room 4.Reading Space

iku

rek

+14,447 ft +14,386 ft

Entry 3

Entry 1

Bhairav Kunda Lake 5

-1 Spa Floor Plan 5.Bar 6.Spa Pools 7.Restroom

ENTRY 2 ek

Cre

-2 Decking Plan 8.Swimming Pool 9.Yoga 10.Sun Spa 11.Meditation 12.Wet Zone Restroom

+14,435 ft

Helipad

9 8

11 10

Site Plan 10

38 | Jean Wang

60ft

150ft

Himal Baths | 39

2-2

1-1

Building Sections 10

40 | Jean Wang

60ft Himal Baths | 41

① ② ③ ④ ⑤ ⑥

⑦

⑧

⑨

⑩

Axonometric Structural System 1. TPO Roofing 2. Glass Fiber Rigid Insulatioon 3. Drywall Hardboard Sheathing 4. Metal Panel 4 1/2 thickness 5. Steel Joist HSS 12x16x3/8 6. Steel Beam 18”deep

42 | Jean Wang

7. Floor-height Truss: Cord: HSS 12x36 , Bracing HSS 12x12, Height: 15’ 8. Steel Joist Bar: Cord: HSS 8x8 , Bracing HSS 6x6 Height: 4’ 9. Steel Joist HSS 12x16x3/8 @ 9‘ O.C. 10. Column HSS 6x6x1/2

VERTICAL FORCE DIRECTION Pressure Tension

TRUSS POSITION Outside the rock Inserted into the rock

Himal Baths | 43

Chapter 2 | Office Project - Design + Construction Conceptual Design, Design Development, Construction Documentation, BIM

SMOOTH House Solar Decathlon Competition 2023 (Project Link) Category: Therapy Clinic (I-3) Construction: Type V (Main) + Type II (Canopy) Floor Area: 2161 sq ft Plot Ratio: 0.74 Location: 5162 Delmar Blvd, St. Louis, MO Phase: Construction Documentation Owner: Washington University School of Medicine Architect: Daniel F. Hellmuth (H+B Architects) Design Partner: Inho Rhee (SOM) Structural Engineer: Roy Wall Solar Decathlon Manager: Hongxi Yin Student Team: Jean Wang, Zitao Zhang, Omar ElMarakby, Yang Zhang Work Scope: Wall section, BIM in Revit, Structural Framing Plans, PV Panel Layout Design, Canopy Framing Details Located at the intersection of Delmar Boulevard and Lake Avenue, SMOOTH House is designed to help faculty in occupational therapy train students to deliver pro bono community-based services — an often-inaccessible level of care that assist patients to recover and fully return to the activities of daily life.

7 5

4 6

Ground Floor Plan 1.Office 2.Kitchen 3.Living Room 4.Bedroom 5.Lobby 6.Healing Gardern 7.Multi-Function Room 8.Mechanical Room

6 46 | Jean Wang

36ft Hellmuth + Bicknese Architects 47

Summer Sun 78.6°

Carbon Offset Solar Panels Provide Electricity Integrated Into The Unitility Grid Through Convertor

Natural Ventilation Throughout Clerestory Windows; Hot Air Is Drawn Up And Out

Winter S Sun un 27.9°

Natural Vegetation Provide Shading

OPERATABLE DOORS FOR FRESH AIR SUPPLY

Passive Solar Heating South-Facing Glass While Using Low-E Coated Glass For Summer 48 | Jean Wang

Domestic Hot Water Tank

ENVIRONMENTAL SYSTEM 1 - CLIMATE ASSIGNMENTS 1

Jean Wang

EXERCISE 1 - MODEL SIMULATION - SUNDIAL ANALYSIS

TA: Zitao Zhang

Ground Source Heat Pump

9:00, Jan 21

Rediant Floor System

12:00, Jan 21

Sufficent Illuminance (200lux)

15:00, Jan 21

ENVIRONMENTAL SYSTEM 1 - CLIMATE ASSIGNMENTS 1

EXERCISE 2 - MODEL SIMULATION - THE SMOOTH HOUSE FLOOR PLAN - DIVA SIMULATION

1 lux

9:00, Jan 21

12:00, Jan 21

3000

Hellmuth + Bicknese Architects 49

TA: Zita

15:00, Jan 21

S-X

ALUMINUM COPING CAP TPO ROOFING

3-1/2"

CANT STRIP TAPERED INSULATION 7” EPS INSULATION BOARD BAMCORE HORIZONTAL ROOF 1-1/4"BAMBOO TOP PANEL 2×10 JOIST AT 2’-0” O.C. 9-1/4" BLOWN-IN MINERAL WOOL 1-1/4"BAMBOO BOTTOM PANEL ALUMINUM TRIM PIECE AT CORNICE

BAMBOO WINDOW TRIM EXPANDED POLYSTYRENE (EPS) BUCK THERMAL RESISTANT FRAME FOR ROUGH OPENING 1” BAMBOO TRIM

19 21

30 21

WINCO ALUMINUM WINDOW

5-3/4"

BAMBOO SILL EXTERIOR CLADDING ASSEMBLY 4” MINSEREAL WOOL RIGID BOARD 5/8” PLYWOOD SHEATHING WEATHER RESISTANT BARRIER OVER SHEATHING 1-1/8" LAMBOO SIDING BAMCORE PRIMEWALL SYSTEM 1-1/4" BAMBOO INSIDE PANEL 2X6 STUD SPACERS 5-1/2” BLOWN-IN MINERAL WOOL INSULATION 1-1/4" BAMBOO OUTSIDE PANEL 3/4" (0.688") BAMBOO FLOOR 1-1/8” PLYWOOD SUBFLOOR 1-1/8” WARMBOARD SYSTEM W12x16 EXTERIOR FLOOR BEAM 1-1/2 x 6 FLOOR JOIST@ 24 O.C LOXONE RGBW 5M IP68 LED STRIP 100% RECYCLED PLASTIC COMPOSITE LUMBER 4'-8” TERRALAM STRUCTURAL CLT FLOOR PANEL W12x22 EXTERIOR FLOOR BEAM RIGID MINERAL WOOL BETWEEN FLOOR & GRADE 2'-7/8" O.D. HELIX PILE-ANCHOR WITH RAMJACK NEW CONSTRUCTION ATTACHMENT PLATE AND 3'-1/2"X 4'-0" UPPER JACKET (HP) COMPACTED FILL

Wall Section 6 50 | Jean Wang

36in

Hellmuth + Bicknese Architects 51

114

115

P P

116

116A

117

118

119

1 2

116

116A

117

118

119

Cavity TR-BEH

190

287

3 4

9 10

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

289

ROOF PANEL P 8

290

10'-0"

R102

R103

R104

R105

R106

R107

R108

R109

4'-0"

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

KITCHEN LEFT ROOF

PositionNumber Roof Pre-Block for Top Plate

Location

101

201

102

202

103

203

104

204

105

205

107

108

109

110

111

112

106

206

P P

229

230

136

4'-0"

PositionNumber Wall Pre-Block for Top Plate 1

131

132

133

231

232

233

207

208

209

210

211

212

113

114

5'-5 43 "

PositionNumber Wall Pre-Block for Top Plate

Location

153

154

155

Location

237

Cavity BC-H

143

Cavity BC-H

253

238

Cavity BC-H

144

Cavity BC-H

254

Cavity BC-H

255

Cavity BC-H

143 A

140

Cavity BC-H

240

Cavity BC-H

144 A

141

Cavity BC-H

241

Cavity BC-H

243

Cavity BC-H

142

Cavity BC-H

242

Cavity BC-H

244

Cavity BC-H

139

137 A

138 A

139 A

140 A

141 A

142 A

7 8

Location

MULTI-FUNCTION ROOM LEFT WALL

MULTI-FUNCTION ROOM BACK WALL

Location Cavity BC-H

239

243 A

244 A

239 A

240 A

241 A

242 A

237 A 238 A

159

Exterior Wall

292 119

PositionNumber Roof Pre-Block for Top Plate

120

R.R 103 ROOF PositionNumber Roof Pre-Block for Top Plate

Location

114

214

115

215

213

116

216

117

217

125

126

127

128

129

Cavity BC-H TV

118

218

119

219

120

220

124

113

R R

293

159

156

156A

157

157 A

256

256 A

R= Roof TH= Top Horizontal TV= Top Vertical

130

131

132

133

134

135

121

PositionNumber Roof Pre-Block for Top Plate

221

259

260

257

257 A

1'-11"

222

223

224

225

226

227

228

123

124

125

126

127

128

R R

129

130

230

131

231

132

232

133

233

134

234

135

235

9 10

R R

229

291

286

186 185

285

184 293

193

284

269

7'-4" X 6'-6" WINDOW

191A

291A 292

192

271

171

270

170

183

283

275 277

268

168

0'-11 43 "

10'-0"

9'-0 41"

10'-0"

286

182

186

279

283

280

284

281

285

286

282

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

173

1'-3"

0'-8"

175

174

176

178

177

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

0'-11 43 "

1'-11"

4'-0"

1'-2 43 "4'-0"

4'-0"

193

7'-4" X 6'-6" WINDOW

2'-9 43 "

4'-0"

B 3'x 9' DOOR

2'-10 43 "

4'-0"

2'-9"

3'-0"

7'-4" 192

1'-0 43 "

3'-11"

BEDROOM

OFFICE LEFT WALL PositionNumber Wall Pre-Block for Top Plate

Location

172

175

173

176

174

177

272

273

274

Cavity BC-H

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

164

163

OFFICE BACK WALL PositionNumber Wall Pre-Block for Top Plate 1

4'-0"

161

162

163

164

261

P P

178 275

BEDROOM BACK WALL PositionNumber Wall Pre-Block for Top Plate

Location

Cavity TL-BEH

PositionNumber Wall Pre-Block for Top Plate

187

191

188

191A

189

192

193

BEDROOM LEFT WALL

Location

190

287

291

276

288

291A

277

289

292

278

290

293

9 10

5 Cavity TR-BEH

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

279

4'-0"

Interior Wall

4'-0"

4 5

137

262

263

264

280

281

282

180

181

182

2'-7 83 "

4'-0"

139

138

PositionNumber Roof Pre-Block for Top Plate

143

142

141

140

6'-11 21"

R.R 103 ROOF PositionNumber Roof Pre-Block for Top Plate

Location

136

137

138

139

140

141

142

143

140

6'-11 21"

9'-3" Location

147

148

149

150

144

145 151

152

153

154

146 R= Roof TH= Top Horizontal TV= Top Vertical

CORRIDOR ROOF PositionNumber Roof Pre-Block for Top Plate

3'-9 21 "

2'-5 21 "

161

160

159

162

163

164

165

167

166

169

168

170

171

0'-0"

4'-0"

155

255

156

256

157

257

4'-0"

158

261

262

263

264

159

160

161

162

163

164

2 2

260

165

265

166

266

167

267

168

268

269

170

270

171

271

169

144

PositionNumber Roof Pre-Block for Top Plate 1

147

PositionNumber Roof Pre-Block for Top Plate

Location TH

R R

146

148

248

244

149

249

245

150

250

246

151

251

152

252

153

253

154

254

9'-3"

1'-5 83 "

4'-0"

118

1'-8 21 "

117

130

1'-0 43 "

121 122

123

124

125

126

127

128

129

130

0'-8"

R112

0'-8"

129

128

127

105 MULTI-FUNCTION ROOM

126

3'-9 21"

4'-0"

Checked:

4'-0"

131

132

4'-0"

PositionNumber Floor Pre-Block for Top Plate

10.15.22 10'-0"

10'-0"

R.R 103 FLOOR PositionNumber Roof Pre-Block for Top Plate 1

106 R.R 136

137

135

131

7'-11"

132

133

134

135

136

137

138

F= Floor BH= Bottom Horizontal BV= Bottom Vertical

6'-3 21 "

3 4

2 138

6'-3 21 "

Location

142

143

139 144

145

107 BEDROOM

5.Wall & Roof Pre-fabrication Drawing

140

102 OFFICE

146

147

141 148

149

3'-5 43 "

Location

101

102

103

4 5

104

105

106

107

4'-0"

Permit Set

1-1/4"

2'-3"

Hellmuth + Bicknese Architects 53

KITCHEN LEFT FLOOR

4'-0"

WLB

134

133

F= Floor BH= Bottom Horizontal BV= Bottom Vertical

3'-5 43 "

1'-5 83 "

1/2" = 1'-0"

0'-8"

52 | Jean Wang

4'-0"

Jean Wang

Date:

2'-6 21 "

125

120

Drawn:

Issue:

4'-0"

0'-1 43 "

0'-8"

10'-0"

Scale:

4'-0"

Wall #:

R= Roof TH= Top Horizontal TV= Top Vertical

2'-6 21 "

3'-5 21 "

1 1

Location

4'-0"

115 116

4'-6 43 "

114

1'-0 21 "

113

F F

2'-5 21 "

2 3

119

2'-3"

3'-7"

Location

R= Roof TH= Top Horizontal TV= Top Vertical

7'-5 21 "

PositionNumber Roof Pre-Block for Top Plate 1

247

3'-5 21 "

R111

Location

F= Floor BH= Bottom Horizontal BV= Bottom Vertical R110

124

0'-1 43 "

118

123

122

121

9'-5 21 "

2'-6 21" 4'-0"

5'-5 21" 5'-5 21"

R109

PositionNumber Roof Pre-Block for Top Plate 1

117

120

R.R 103 ROOF

115

114

103

116

4'-0"

Shop Drawings

R108

3'-3"

R.R

KITCHEN/DINING/LIVING ROOM R107

2'-6 21"

FLOOR PANEL 1-1/4" thick

R106

3'-3"

9'-5 21 "

3'-3"

113

6'-7 21"

10'-0"

Wall Thickness:

5'-9 21 "

119

9'-5 21"

R103

ROOF OVERVI

BamCore Wall Prefabrication Shop Drawing

BEDROOM ROOF

258 259

12 13

3'-9 21"

4'-0"

R R

1'-0"

4'-0"

Location

4 158

CORRIDOR ROOF PositionNumber Roof Pre-Block for Top Plate

Location

BEDROOM ROOF

Location

145

2 9'-5"

MULTI-TASK ROOM FLOOR

104

Cavity BC-H

Sheet Title:

156

157

Floor Keels below

R105

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

R= Roof TH= Top Horizontal TV= Top Vertical

R104

Cavity TR-BEH

Location Cavity TL-BEH

Cavity BC-H

Location

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

155

1'-4 43 "

R102

3'-2"

14'-5"

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

3'-9 21"

R101

7'-4"

13'-8 21"

OFFICE ROOF

10'-0"

1'-10"

191

190

189

12'-0 21"

PositionNumber Roof Pre-Block for Top Plate

R= Roof TH= Top Horizontal TV= Top Vertical

9'-5 21"

10'-0" 191A

187

6'-6"

E 3' X 2'-6" WINDOW

9'-3"

Cavity BC-H

R.R 103 ROOF

136

2 2

269

R.R 106 PARTITION

122

107

Cavity BC-H

PositionNumber Wall Pre-Block for Top Plate

Location

2'-7 83 "

Location Cavity BC-H

162

Location

2 3 4

5'-10 43 "

160

MULTI-TASK ROOM ROOF

Location

270 271

Exterior Wall

171 268

P P

Exterior Wall

179 PositionNumber Roof Pre-Block for Top Plate

1'-7 41"

3'-0"

161

6'-0 58 "

MULTI-TASK ROOM ROOF

188

PositionNumber Wall Pre-Block for Top Plate

160

Exterior Wall

123

3'x 9' DOOR

Interior Wall

10'-0"

172

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

PositionNumber Wall Pre-Block for Top Plate

122

267

R.R 106 INNER FRONT WALL

6'-0 58 "

266

Interior Wall

Cavity TL-BEH

Location

R.R 106 LEFT WALL

3 1 1'-3 2'-11 4" 4"

Cavity TR-BEH

116

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

R.R 103 ROOF

157

3'-11 43 "

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

Interior Wall

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

118

2'-10 87 "

4'-0"

R.R 106 BACK WALL

2'-10 81"

Cavity BC-H

193

117

4'-0"

Cavity BC-H

115

9'-8" 157 A

153

2'-6" X 3' WINDOW

265

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

156A

291A

175

191

191 2'-10 81"

4'-0"

250

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

138

121

10'-0"

137

192

4'-0"

278

178

0'-11 43 "

9'-0 41"

252

1'-5 83 "

10'-0"

5'-0"

291

251

191A

291 1'-5 83 "

276

152

250

150

249

149

4'-0"

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

176

252 251

151

261

161 162

262

163

263

164

4'-0"

249

Location

2 3

Exterior Wall

191

4'-0"

248

133

132

169

236

PositionNumber Wall Pre-Block for Top Plate

258

4'-0"

MULTI-FUNCTION ROOM BACK WALL

228

6 5

247

Location

R= Roof TH= Top Horizontal TV= Top Vertical

23 24

246

Location

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

Location

4'-0"

R112

R111

227

245

1'-6" 1'-6"

8'-7 87 "

R110

3'-2 21"

1-1/4" thick

226

185

144

143

R.R 103 PARTITION

4'-0"

3'-2 21"

R101

6'-1 21"

288

2 3

158

2'-11"

142

Interior Wall

189

131

3'-0 21"

PositionNumber Wall Pre-Block for Top Plate

Cavity TL-BEH

184

4'-0"

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

225

179

4'-0"

188

2'-10 87 "

BEDROOM LEFT WALL

0'-8"

Location

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

181

4'-0"

2 2

141

140

0'-0"

130

2'-5"

111

129

180

4'-0"

112

4'-0"

114

187

128

4'-0"

183

170

4'-0"

126 127

169

4'-0"

PositionNumber Wall Pre-Block for Top Plate

Location

125

12'-0 21"

1'-6" 1'-6"

R.R 103 LEFT WALL

167

6'-1 21"

139

2'-3 43 "

4'-0"

168

166

6'-1 21"

4'-0"

1'-8 43 "

4'-0"

St. Louis, Missouri

4'-0"

3'-2 21"

2'-6 21"

3'-9"

165

2'-5"

Smart Home for Occupational Therapy Healing (SMOOTH)

2'-6"

4'-0"

152

156 138

PositionNumber Wall Pre-Block for Top Plate

Location

151

155

PositionNumber Wall Pre-Block for Top Plate

Location

149 150

4'-0" 14'-5"

154

4'-0"

153

PositionNumber Wall Pre-Block for Top Plate

Location

4'-0"

BEDROOM RIGHT WALL

4'-0"

144 A

PositionNumber Wall Pre-Block for Top Plate

4'-0"

8'-1"

112

113

143 A

142 A

4'-0" 13'-8 21"

3'-2 21"

111

141 A

4'-0"

BEDROOM FRONT WALL

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

1'-8 21"

4'-0"

12'-0 21"

148

1'-8 43 "

4'-0"

OFFICE RIGHT WALL

147

158

10'-0"

Location

110

2'-3 43 "

2'-2"

9'-0 41"

2'-6"

2'-6" X 3' WINDOW

14'-5"

140 A

139 A

Exterior Wall

186

4'-0"

0'-8"

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

138 A

137

1'-0"

2'-6"

2'-6 21"

Location

236

3'-0"

146

P P

136 A

236 A

1'-1"

OFFICE FRONT WALL

Location

3'x 9' DOOR

145

3 4

3'-0"

9'-3"

PositionNumber Wall Pre-Block for Top Plate

129 130

PositionNumber Wall Pre-Block for Top Plate

3'-4" 3'-2 21"

115

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

137 A

185

3'-2 21"

0'-8"

4'-0"

2'-4"

4'-0"

2'-3"

113

Cavity TR-BEH

4'-0"

110

Cavity TL-BEH

224A

128

4'-0"

9'-5"

2 2

224

11'-5 43 "

10'-0"

3'-8" 3'-0"

10'-0"

10'-0" 4'-0"

PositionNumber Wall Pre-Block for Top Plate P

223 223A

235

R.R 106 RIGHT WALL

Location

3'-0 21"

4'-0"

285

127

R.R 103 BACK WALL

P118

A 3' X 3'-8" WINDOW

PositionNumber Wall Pre-Block for Top Plate

177 P

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

126

3'-8 43 "

P119

P116A

1'-0"

KITCHEN LEFT WALL

10'-0"

136

234

4'-0"

P116

30'-3"

256

4'-0"

284

10'-0"

PositionNumber Wall Pre-Block for Top Plate

156

222

2'-2 21"

KITCHEN BACK WALL

257

221

135

4'-0"

2'-2 21"

P114

P113

BEDROOM BACK WALL

157

10'-0"

2'-10 43 "

2'-3"

3'-4"

P112

4'-0"

258

134

Location

4'-0"

13'-9 43 "

1'-6" 1'-6"

P117

158

4'-0" 9'-0" Cavity TR-BEH

9'-0 41"

1'-10"x 16'-11" WINDOW

224

124

2'-4 58 "

4'-0"

1'-7 83 " 9'-0"

124A

125

3'-8"

4'-0"

P115

236 A

243

Cavity TL-BEH

124

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

3'-0"

9'-5"

1'-0"

4'-0"

P111

0'-8" 2'-11"

123A

184

183

283

Interior Wall

Exterior Wall

123

1 1

1'-6" 1'-6"

4'-0"

P110

136 A

143

244 A

286

121 122 220

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

3'-5 43 "

3'x 9' DOOR

143 A

144

243 A

144 A

244

223A

232 233 120

P P

PositionNumber Wall Pre-Block for Top Plate

3'-0"

PositionNumber Wall Pre-Block for Top Plate

MULTI-FUNCTION ROOM RIGHT WALL

Location

2'-6"

186

3 4

182

185

PositionNumber Wall Pre-Block for Top Plate

3'-0"

R.R 106 FRONT WALL

MULTI-FUNCTION ROOM FRONT WALL

Location

181

184

1 2

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

Cavity TR-BEH

1 2

1'-3 43 "4'-0"

2'-8 41"

2'-1 21" 1'-10 21"

6'-5"

PositionNumber Wall Pre-Block for Top Plate

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

2 2

1'-7 21"

3'x 9' DOOR

180

169

168

183

R.R 103 RIGHT WALL

Location

167

179

171

170

166

3'-2 21"

203A

0'-10 43 "

4'-0"

165

BEDROOM

4'-0"

285

3'-7"

D 8'6-1/2" X 9' DOOR

PositionNumber Wall Pre-Block for Top Plate

152

Interior Wall 107

287

10'-0"

8'-6 21"

R.R 103 FRONT WALL

151

147

2'-6"

203

2'-11 21"

150

149

1'-1"

4'-0"

146

124

123

145

134 136

288 3'-0"

Interior Wall Exterior Wall

187

OFFICE

293

202

135

7'-7 21"

134

7'-7 21"

0'-6 43 "

289

282 182

3'-2 21"

Cavity BC-H

148

4'-0" 124

123A

290

281 181

0'-11 43 "

Cavity TR-BEH

205

136 A

102

280 180

10'-0"

208 209

P P

204

0'-8"

R.R

188

189

190 106

105 MULTI-FUNCTION ROOM

10'-0"

207A

7 8

148

179

4'-0"

207

1 2

147

107 BEDROOM

4'-0"

109

106 201

206

146

122

284

167

4'-0"

P P

3'x 9' DOOR

267

166

10'-0"

Cavity TL-BEH

7 8

266

10'-0"

Cavity BC-H

283

265 165

287

2'-4 58 "

Cavity TL-BEH

Exterior Wall

186

121

120

Interior Wall

187

288

3'x 9' DOOR

0'-7 83 "

108

145

248

4'-0"

107A

122

247

9'-0"

107

246

188

289

279 245

7'-4" X 6'-6" WINDOW

2 3

134

2'-6"

234

135

222

193

R.R

Location

B 3'x 9' DOOR

235

134

189

290

292

PositionNumber Wall Pre-Block for Top Plate

103 103A

103

121

120

272

3'x 9' DOOR

234

221

185

KITCHEN RIGHT WALL

102

104

3'x 9' DOOR

220

172

273

102 OFFICE

291A

3'-3"

14'-5"

30'-3"

Location

160

192

7'-4"

101

105

184

173

3' X 2'-6" WINDOW

106 R.R

259 260 159

5'-0"

2'-6"

P108

0'-8"

P P

Location

105

MULTI-FUNCTION ROOM

190

10'-0"

3'-7 21"

4'-0"

253

E 2'-6" X 3' WINDOW

0'-11 43 "

4'-0"

153

254

10'-0"

8'-0"

R.R

183

154

254

274

8'6-1/2" X 9' DOOR

154

174

2'-6" X 3' WINDOW

3'-11"

253

10'-0"

7'-4" X 6'-6" WINDOW

153

1'-0"

P109

1'-4"

3'-2"

KITCHEN FRONT WALL

BE= Block Edge TR= Top Right TL= Top Left H= Horizontal V= Vertical

0'-8"

4'-2 41"

4'-0"

PositionNumber Wall Pre-Block for Top Plate

P107A

P107

1'-4"

10'-0"

1'-0"

P106

1'-11"

1'-0"

282

P105

10'-0"

8' X 9' WINDOW

1'-3 21"4'-0"

1'-10"

Top Roof Panel

1'-0"

281 0'-8"

4'-2 41"

4'-0"

P104

1'-10 41"

3'-0"

P103A

P103

P102

280 9'-0"

10'-0"

P101

10'-0"

1'-9"

279

3'-0"

9'-0"

227

8'-1 43 "

4'-0"

1'-9"

1-1/4"6thick

WALL PANEL

1'-10 41"

6'-6"

10'-0"

127

226

191A

104

182 P KITCHEN/DINING/LIVING 1 ROOM

237 237 A

123A

131

228

P108

P107A

Interior Wall Exterior Wall

238 238 A

264

P106

239 239 A

0'-11 43 "

P206

P105

240 240 A

223

P205

P104

241 241 A

OVERVIEW

www.bamcore.com T: 707-737-0288

5900 Pruitt Avenue, Suite 110 Windsor, CA 95492

123

P209

P204

P103A P103

242 242 A

2'-6"

181

P203

137 137 A

103

130

P102

126

225

9'-0 41"

P202

P101

138

138 A

PositionNumber Wall Pre-Block for Top Plate

7'-4" X 6'-6" WINDOW

P117

3' X 3'-8" WINDOW

8' X 9' WINDOW

9'-0"

1. Extra 2" rough opening will be made for each interior door sides. 2. Lintel PWL8 will be inserted into the wall

P201

139 139 A

P203A

180

140 140 A

P208

P118

179

P207A

P207

Location

104

KITCHEN/DINING/LIVING ROOM

125

231

P216

P116

P216A

P219

P119

P116A

P117

PositionNumber Wall Pre-Block for Top Plate

141 141 A

BEDROOM RIGHT WALL

132

P210

133

P110

P211

128

P111

P212

129

P112

P213

229

P113

P214

230

P114

P115

P107

P115

P109

BEDROOM FRONT WALL

142

142 A

OFFICE FLOOR

BEDROOM FLOOR

PositionNumber Roof Pre-Block Location for Top Plate

MULTI-TASK ROOM FLOOR PositionNumber Roof Pre-Block for Top Plate

Location

149

150

139

140

141

F= Floor BH= Bottom Horizontal BV= Bottom Vertical

PositionNumber Roof Pre-Block for Top Plate 1

142

Location BH

143

144

145

FLOOR OVERV

14'-10"

1" 32

3' 1" 32

7'-0"

1" 32

8'-8" 1" 32

29'-8"

6'-2"

13'-10" 7'-8"

TOP ELEVATION OF HELICAL PIPES WILL BE DIRECTLY UNDER W12-EXT. (-)1'-1 78" OR DIRECTLY UNDER W6-INT. (-)1'-8 81 ",SEE S-110 PILE LOCATION DRAWING.

MTB: MASS TIMBER BAMBOO PANELS. ARROWS DENOTE DIRECTION OF PANELS. PANELS ARE BAMCORE STANDARD THICKNESS 3 PLY. THICKNESS: 2 58".

1" 32

4'-8"

2X12

22'

1" 32

TLSP: TERRALAM STRUCTURAL CROSS-LAMINATED TIMBER FLOOR PANEL ARROWS DENOTE DIRECTION OF SPAN FOR THE PANEL. PANELS ARE 3-PLY WHICH IS A TOTAL OF 4'-1/8" THICK. PANELS ARE STOCK 7'-8" X 13'-8 21" OR 7'-8" X 17'-8 21" WIDTH AND LENGTH. PANELS ARE CONSTRUCTED FROM 3 LAYERS OF 2X LUMBER LAMINATED IN ALTERNATING DIRECTIONS AND PLANED TO FINAL THICKNESS. HP: HELIX PILE-ANCHOR UNDER FLOOR BEAMS AT INDICATED LOCATIONS. SEE GENERAL NOTE 3.3 S-100

W12-EXT

4X4 POSTS FOR STAIR WALL

4X6 STANCIONS 4X6 POSTS BETWEEN TO SUPPORT POSTS GREEN WALL 11'-0"

11'-0"

H W12-EXT

TLSP 2X8 STAIR FOOTER

TLSP

S-6A

14'-10"

42'-9" FACE TO FACE PRIME WALL

42'-2" CENTER TO CENTER STRUCTURAL

11'-8" 7'-8"

W12-EXT : STEEL W12x16 FLOOR BEAM THAT IS AT THE EXTERIOR. THE TOP OF THE BEAM IS AT THE ELEVATION OF THE BOTTOM OF THE WARMBOARD HEATER SYSTEM,T.O.S. ELEV.(-) 0'- 1 7/8" (BELOW F.F.). U.N.O .

RUN TURU

2X10

MTB

W12-EXT STACKED

MTB

P H

PI ER 6x 6

WATER FEATURE (BY OWNER)

2x12 STAIR STRING

S-5A

S-5

H MTB

MTB

4" 1" 32

18'-6'' 3 - LVL 1 34"x9 41"

2x10 DECK JOISTS AT 16" O.C.

P H

2X10

MTB

P H W12-EXT

W6-INT

H 11"

2X10

MTB

P H

MTB

P W12-EXT STACKED

8'-8" 6'-2" W12-EXT

13'-10" 7'-8"

6 x1

RAMP DOWN 11'-7" POST TO SUPPORT RAMP AND WALL (TTP)

12 16 W 3/ 4x TO 4x N M SS U H OL C

L3x3 LEDGER SUPPORT @32" O.C.(SEE S-114) TYP.

2x10 DECK JOISTS AT 16" O.C.

W6-INT

W12-EXT (-)0'-1 7/8"

6 x1

3-2X10

W12-EXT (-)0'-1 7/8"

321" 4"

G EI

12 16 W 3/ 4x TO 4x N M SS U H OL C

3'-9"

W12-EXT

1" 32

RUN TURU

TLSP

6'-6"

G EI

1" 32

11'-7"

TLSP

W12-EXT

1" 32

S-G 4X4 POST

W6-INT

P H

W6-INT

58'-10" 14 MTB PANELS @ 4'-0"=56'-0"

TLSP

1" 32

W12-EXT

9'-10"

W6-INT

W 6-INT

7'-8" 7'-8"

TLSP

W6-INT

TLSP

P H

W6-INT

9'-10"

P TLSP

W6-INT

TLSP

4X4 PIERS (TYP)

S-F

NOTES: W6-INT : STEEL W6x20 FLOOR BEAM THAT IS AT THE INTERIOR.THE BEAM IS NOT POSITIONED AT THE PERIMETER OF THE BUILDING. THE TOP OF THE BEAM IS DIRECTLY UNDER THE MASS TIMBER SUBFLOOR TO SUPPORT THE SUBFLOOR WITH DIRECT BEARING. T.O.S. ELEV.(-) 1'-1 7/8" (BELOW F.F.)

13'-0"

TLSP

S-E

W12-EXT

TLSP

W6-INT

S-8

10'-0"

TLSP

W6-INT

13'-4" S-6

10'-4"

St. Louis, Missouri

H FU SS LL 4X W 4X EI 3/ G 16 H T

W12-EXT

4'-4"

TLSP

2'-10"

S-7

W6-INT

S-D

P TLSP

MTB

1'-10"

W12-EXT (-)0'-1 7/8"

W12-EXT

P H 5'-4"

TLSP

MTB

W12-EXT

W12-EXT T.O.S(-)0'-1 7/8"

WINDOW INSERT

2X10 DECK JOISTS AT 16"O.C

TLSP

11"

3'-43 4"

11'-8" 7'-8"

2X10 STAIR HEADER

W12-EXT TLSP

W12-EXT

4'-0"

S-C

2X10

L3x3 LEDGER SUPPORT @32" O.C.(SEE S-114) TYP.

2X10

2X10 DECK JOISTS AT 16"O.C

W12-EXT

2X10

3-2X12

F. 314.531.9902

Smart Home for Occupational Therapy Healing (SMOOTH)

W12-EXT

6 /1 T X3 H 11'-4" 4X4 EIG 1" W 32 SS H ULL F

2-2X10 2X10 DECK JOISTS AT 16"O.C

S-6

22'-8"

S-5 10'-8''

S-A

S-B

t e

7211 manchester road, maplewood, mo, 63143

P H 6 /1 T X3 H X4 IG 11'-4" 1" S 4 WE 32 S H ULL W12-EXT F

S-4 10'-0''

2X10

h i

T. 314.531.9901

S-3 5'-8"

r c

www.hellmuth-bicknese.com

S-2 3'-0"

DECK FRAMING DETAIL

H FU SS LL 4X W 4X EI 3/ G 16 H T

S-1

hellmuth bicknese

4X4 POSTS TO SUPPORT RAMP AND WALL (TTP)

3-2X10 RAMP STRINGERS

FACE OF RAMP WALL

Sheet Title:

Foundation and Floor Framing Plan

65'-0" CENTER TO CENTER STRUCTURAL 65'-7" FACE TO FACE PRIME WALL

Drawn:

Checked:

Project #:

DECK FRAMING DETAIL

22004

Scale:1

4 " = 1'-0"

Floor Framing Plan

1 S-101

SCALE: 14" = 1'-0"

Scale 14" = 1'-0"

16'

Issue:

BID SET

Date:

1.20.23

Sheet #:

S-101

hellmuth bicknese a

r c

t e

t s

www.hellmuth-bicknese.com

T. 314.531.9901

F. 314.531.9902

7211 manchester road, maplewood, mo, 63143

MAINTAIN 24" O.C. PITCH EXCEPT TO PROVIDE SPACING FOR DUCTS SEE NOTE 3 THRU 6

3 4'-0"

4'-0"

NOTES:

5 4'-0"

4'-0"

1.SLEEPER JOISTS PROVIDE SUPPORT TO WARM BOARD SUBFLOOR. 2.SLEEPER JOISTS WILL BE 2x8's RIPPED TO 7 7/8" WIDTH. SEE DETAIL 1/A-401.

1'-0"

8'-0"

7'-0"

4'-0" 8'-0"

8'-0"

6'-7"

8'-0"

2'-7"

8'-0"

1" 3'-32

8'-0"

LONG DIRECTION OF 8'-0" SUBFLOOR PANELS

6'-7"

8'-0"

4.SLEEPER JOISTS SHALL SUPPORT WARM BOARD GENERALLY AT 24" O.C. JOISTS AT HALLWAY SUPPORT WARM BOARD AT 24" O.C.

4'-0"

8'-0"

3.LAYOUT OF SLEEPER JOISTS SHALL BE PERPENDICULAR TO LONG DIMENSION OF WARM BOARD PANELS. AND PERPENDICULAR TO GENERAL DIRECTION OF TUBING GROOVES CUT INTO PANELS.

4'-0"

5'-8"

4'-4"

3'-0"

4'-0"

8'-0"

7" 0'-11" 1'-68

2'-7"

5.WARM BOARD PANELS ARE 4'-0" X 8'-0" WITH 1 1/8' THICKNESS. END JOISTS OF PANELS SHALL BE CENTERED ON SLEEPER JOISTS.

4'-0"

LONG 4'-0"DIRECTION 4'-0" OF 4'-0" SUBFLOOR PANELS

4'-0"

6.FOR SLEEPER JOISTS SPACED GREATER THAN 30" SPAN AT HALLWAY, GLUE 3/4" PLYWOOD TO UNDERSIDE OF WARM BOARD FOR REQUIRED STRENGTH AND STIFFNESS.

8'-0"

D 8'-1"

3'-7"

8'-0"

3'-0"

7'-3"

8'-0"

1" 1'-22

1" 1'-34

4'-0"

3'-3"

8'-0"

1" 1'-22

1'-73 4"

4'-0"

PROVIDE 3/4" PLYWOOD SCAB GLUED TO WARM BOARD SUBFLOOR UNDERSIDE TO SPAN SPACING GREATER THAN 24"

4'-0"

8'-0"

2'-7"

7'-4" LONG DIRECTION 6'-7" OF SUBFLOOR PANELS

3'-4"

8'-0"

2'-7" 6'-7"

7'-4"

3'-3"

4'-0"

8'-0"

7'-0"

3'-4"

7'-3"

4'-0"

8'-0"

LONG 8'-0" DIRECTION OF 8'-0" SUBFLOOR PANELS

1" 2'-52

4'-0" 1" 2'-52

8'-0"

3'-0"

4'-0"

14'-5"

7'-0"

4'-0"

E 4'-0"

MAINTAIN 16" O.C. PITCH ON SLEEPER JOISTS IN HALLWAY

12'-3"

4'-0"

SLEEPER JOIST (TYP) 1" 1'-68

1'-3"1'-3"

1" 0'-32

4'-0"

3'-0"

5'-0"

3" 1'-58 0'-107 8" 4'-0"

4'-0"

St. Louis, Missouri

Smart Home for Occupational Therapy Healing (SMOOTH)

Sheet Title:

3'-0"

6'-3"

9'-5"

10'-8"

23'-3"

10'-0"

Warmboard and Floor Joist Plan

3'-0"

Drawn:

Project #:

Checked:

22004

Scale: 1

4 " = 1'-0"

Active Heating System 54 | Jean Wang

Warmboard and Floor Joist Plan

S-109

Scale 14" = 1'-0"

Bid Drawings

SCALE: 14" = 1'-0"

16'

Issue:

BID SET

Date:

1.20.23

Sheet #:

S-109

1.Floor Framing Plan 2.Warmboard and Floor Joist Plan Hellmuth + Bicknese Architects 55

hellmuth AT S-5 & S-6 9'-4" TO

8'-8" TO

E-5

S-E

18'-0" TO GRID S-D

PV MODULE

T.O.S W21 16'-7 7/16" Su pp or ti ng Po s

dg er Co ncre te

CONNECTION PL3/8 x 8 x 0'-9 1/2 PL 3/8 WEB

Blo ck

1 211 21

x5.4

W1 2 x2

HS S4 .5x

5/1 6

ard bo rm Wa t Jois

W1 2 x2 6

Air

Scale 1 1/2" = 1'-0"

ct Du

1/2" Φ A307 DRILL IN FIELD C4 LEDGER

1/4 1/4

T CL

3 41

2 21 3 1 21

3 1/4

1/2" Φ x A307 DRILL IN FIELD

T.O.S LEDGER 16'-10-3/4

1 21 21

Embodied Carbon Embodied CarbonEmission EmissionbybyComponent Component Wang, David Yi) Tally LCA (Jean Wang, David Yi) Tally LCA Analysis Analysis(Jean

C4 RAIL(SLOPED)

2-3/4"-A325

S-5 S-6 AT E.5 3 1/4

AT S-E

1/4 1/4

T.O.S W21 16'-7 7/16" BEARING PL 3/8 X 6 1/2 X 1'-0 GAGE 3 1/2 X GAGE 3 1/2

CONNECTION

PL3/8 x 6 x 0'-10 1/16

TAPERED W21

6-3/4 x A325

1 1 11 21 2

STIFF PL 3/8

C4 RAIL(SLOPED) 1/2" Φ A307

STIFF PL3/8 BOTH SIDES

T.O.S. 17'-1"

4-3/4XA325

1/4 1/4

GAGE 3 1/2 X GAGE 2 1/4

W12X22

T.O.S W21 16'-7 7/16"

CONNECTION & BEARING

PL3/8 X 4 X 1'-0

STIFFNER

PL 3/8

CONNECTION & STIFF PL3/8 x 7 1/8 x 0'-11 1/2

W21X44 TAPERED DEPTH 1'-3" AT S-E

TAPERED W21X44

COLUMN - MAIN BEAM BEARING CONNECTION

S-112

6 S-112

Scale 1 1/2" = 1'-0"

1'-0"

2'-0"

Scale 1 1/2" = 1'-0"

Issue:

1 1/2" = 1'-0" BID SET 1.20.23 11.11.22

S-112

3'-0"

hellmuth bicknese a

r c

t e

F. 314.531.9902

7211 manchester road, maplewood, mo, 63143

NOTES:

22'-8"

10'

S-7

H FU SS LL 4X H 4X EI 3/ G 16 H T

6'-4"

X X4

S-6

1" 32

H FU SS LL 4X H 4X EI 3/ G 16 H T

S-5 10'-8"

S-4 10'

S-3 5'-8"

S-2

1" 32

6'-4"

10'-0"

S-8

ALL BEAMS AT MULTI-USE ROOM HAVE BOTTOM OF STEEL ELEVATION OF (+) 14'-11 1/4" MINUS BOTTOM FLANGE THICKNESS.

1" 32

Years until Carbon Neutrality:

1" 32

82.5

7 C4 RAILS & 6 SPACES @1124mm=6744mm 6909mm

8 years Years~until Carbon Neutrality: 3'

10'

1" 32

S-5A

S-6A

22'

42'-9" FACE TO FACE PRIME WALL

8'-8" 13'-10"

1" 32

42'-2" CENTER TO CENTER STRUCTURAL

11'-8"

82.5

1" 32

11'

1" 32

3 41"

S-5

5'-8"

5' 3'

1" 32

7 C4 RAILS & 6 SPACES CANOPY @3'-8 1/4"=22'-1 21" 22'-8"

S-G

EDGE OF

3 41"

4'-8"

1" 32

19'-2"

/1 X5

2 1/

T.O.S VARIABLE (SEE DETAIL) TAPER BOTTOM UP TO 8 58" DEPTH AT E.5

TAPER BOTTOM UP TO 8 58" DEPTH AT END

S-F

C4X4.5 RAIL (TYP) CENTER OF FLANGE SHOWN

TRANSLUSCENT 3X6 PV ARRAY IN CANOPY AREA

W 12x22 T.O.S.+17'-1"

2 1/

W 12x26 TOP ELEV +16'-10 34"

E.5

1'-0" GRID S-D TO BACK OF C4 LEDGER

TAPER BEAM BOTTOM DEPTH TO 8 58 IN 17'-7"

2-2X10

U 16 3/ MN 4X LU 4X CO SS B H TU S

S-E

2-2X10

-8,798 kgCO2e/year D

ROOF AND CEILING STRUCTURE CONSISTS OF A STRUCTURAL SANDWICH ASSEMBLY WITH BAMBOO CROSS LAMINATED TIMBER (CLT) PANELS ON BOTH SIDES. THE BAMBOO CLT PANELS ARE COJOINED WITH 2X10 AT 2'-0" O.C. DIMENSION SOFTWOOD TIMBER TO PROVIDE HORIZONTAL JOIST SPAN FLEXURE AND SHEAR CAPABILITY. BLOWN INSULATION IS PLACED INTO CENTER OF THE SANDWICH ASSEMBLY. THE THICKNESS OF BOTH THE BOTTOM CEILING AND TOP ROOF BAMBOO CLT PANELS IS 1 ¼”

1" 32

C4X5.4 LEDGER T.O.S.+16'-9"

S-D

BOTTOM FACE OF CEILING ELEV.+14'-11 41" (TYP) PANELS BEARING ON BEAMS, TOP OF BOTTOM FLANGE

D N U 16 3/ MN 4X LU 4X O C SS B H U ST 16 5/ 2X 1/ 4 2X 1/ 4

Carbon Offset by Renewable Energy: -8,798 kgCO2e/year

ROOF AND CEILING ASSEMBLY PANELS

8'-8"

kgCO2e Carbon Offset76,542 by Renewable Energy:

OPEN AREA OF CANOPY TO RECEIVE RACKING FOR SOLAR PHOTOVOLTAIC PANELS

9'-4"

S-C

W 21X44 7 TOP ELEVATION 16'-7 16 " BOTTOM ELEVATION 14'-10 13 16"

MAIN CANOPY ROOF BEAM CENTER ON GRID S-5

MAIN CANOPY ROOF BEAM CENTER ON GRID S-6

W 12x26 T.O.S. +15'-11' 81"

Embodied Carbon: 76,542 kgCO2e B

S-B

S-6

10'-4"

Sheet Title:

Canopy Framing Plan

65'-0" CENTER TO CENTER STRUCTURAL

Drawn:

65'-7" FACE TO FACE PRIME WALL

Project #: Scale:

T. 314.531.9901

S-104

www.hellmuth-bicknese.com

S-A

~ 8 years

SOUTH BEAM - MAIN BEAM CONNECTION

22004

S-107

Embodied Carbon 8 YearsEmission until Carbon Neutrality

Sheet #:

S-1

We may need reduce ® Tallyinsulations Energy Evaluation the to We may need reduce optimize the to Embodied Carbon: the insulations 76,542 kgCO2e Embodied Carbon optimize Carbon Offset: the Emission -8,798 kgCO2e/year

Checked:

Scale:

Date:

Embodied Carbon:

STRUCTURAL DETAILS Drawn:

MID BEAM - MAIN BEAM BAERING

S-112

Scale 1 1/2" = 1'-0"

2.5" nom (2 7/8" OD) Helical Pile

20' Deep Pile Runs Through RAMJACK

Sheet Title:

Project #:

Underfloor Structure

H FU SS LL 4X H 4X EI 3/ G 16 H T

SOUTH BEAM - MAIN BEAM BAERING

Canopy Framing

W12 Anchored on W21 To Support PV Racking

W1 2 x2

5 S-112

S-5 S-6

3 1/4

20 5/8" DEPTH W21 X 44 AT S-D

T.O.S. 16'-7 7/16"

ere Tap

1/2" Φ A307 DRILL IN FIELD

PL3/8 X 4 X 0'-6 1/2"

STIFFNER

Scale 1 1/2" = 1'-0"

AT S-D

BEARING PLATE

PL 3/8 WEB

MID BEAM - MAIN BEAM BEARING

S-112

Scale 1 1/2" = 1'-0"

S-5 S-6 4.5 x

T.O.S. 16'-9"

4 1x4

W21 TAPERED BEAM

W12 Beam Wielded on HSS 4x4

2 dW

COLUMN - MAIN BEAM BEARING CONNECTION

S-112

ELEV C4 17'-1 1/4" T.O.S 17'-1"

W12 4-3/4XA325

4 21

W 12x26` T.O.S. +15'-11' 81"

W1 2 x2

Great Room Roof Framing

3/1 6

C4 PV RAIL SLOPED T.O.S 16'-10 3/4 T.O.S 16'-7 7/16

CONNECTION & STIFF 3/8 x 7 1/8 (STIFF ONLY ON FARSIDE)

START TAPER (TO 8 5/8" DEPTH AT E.5) 4-3/4-A325 GAGE 3 1/2"

1/4" WATER PROOFING

Smart Home for Occupational Therapy Healing (SMOOTH)

W12x22 → C4x5.4 → PV Module

x4x

4 1x4

W21X22 W21X44 TAPER TO 8 5/8 TOPE TO 5 9/16

Canopy PV Support

1 211 21

HSS 4 1/2 X 4 1/2 COLUMN

C4 LEDGER COPE TO TOP 1 9/16"

W21 TAPERED

T.O FLANGE 14'-11 1/4

2x W1

HS S4

6-3/4-A325

W21 (TAPERED)

ap fC oo -Pr ter il Wa Ra W-

Mo du le

C4 X 5.4 LEDGER

12"

STIFFER

TOP PLATE 3/8X7'-0'-10"

1/4" 1/4"

W12 x 26

BEARING

PL 3/8 x 6 1/2 x 1'-0"

F. 314.531.9902

Smart Home for Occupational Therapy Healing (SMOOTH)

m 3m X1.

Canopy Framing Plan Scale 14" = 1'-0"

St. Louis, Missouri

WEB STIFFNER 3/8 BOTH SIDES

7 T.O.S 16'-7 16 " BOTTOM ELEVATION 14'-10 13 16"

1/2" Φ A307 DRILL IN FIELD

W 21X44

4 ail CR

T.O.S LEDGER 16'-9"

GAGE 3 1/2" x GAGE 3 1/2"

C4 SLOPED

2-3/4" x A325

W-SHAPE WATERCHANNEL

1/2" Φ x A307 DRILL IN FIELD

1'-3" AT S-E

C Rail → W Rail → Gutter → Lobby Roof → Downspout

PV Racking Ballast

PV Module → Double Rails → Post → Concrete Block

3 21

1 21 3 4 21 4 21

PV Module Drainage System

1/2" Φ A307 30 .1 m m

1 21 21

il Ra W-

Ra il 3 0.0 X

6 21

Sq uare

ule od VM

GAGE

8-5/8"

C4 RAIL(SLOPED)

4 21

Ha llow

bicknese

T. 314.531.9901

7211 manchester road, maplewood, mo, 63143

GRID S-D GRID E.5 C-R ail

www.hellmuth-bicknese.com

AT S-5 & S-6

St. Louis, Missouri

S-D

SCALE: 14" = 1'-0"

Checked:

22004 1 4"=1'

Issue:

BID SET

Date:

1.20.23

16'

Sheet #:

S-104

Canopy Details 56 | Jean Wang

Bid Drawings

3.Canopy Framing Plan 4.Canopy Structural Details Hellmuth + Bicknese Architects 57

W = (3,090 + 3,540) / 221 W = (6630) / 221 W = 30

FIRE AREA 2 263 SF R-2

FIRE AREA 2 10,512 SF R-2

FIRE AREA 1 154 SF R-2

FIRE AREA 1 109 SF R-2

INCREASE PER EQUATION 5-5 If = [F / P - 0.25] x W / 30 If = [221 / 491 - 0.25] x 30 / 30 If = [0.45 - 0.25] x 1 If = 0.20

FIRE AREA 1 9,431 SF R-2

CBC 506.2.3 SINGLE OCCUPANCY, MULTIS Aa = [ At + (NS x If ] x Sa Aa = [ 24000 + ( 24000 x 0.20)] x 2 Aa = 57,600 S.F. = 57,600 S.F. ALLOWED > 48,132 S.F. PR

FIRE AREA 2 -

LEVEL

FIRE AREA 1 157 SF R-2

1 .GEN-3.5

THE PROJECT CONSIST OF (2) LEVELS OF TYPE IA CONSTRUCTION - BELOW GRADE PARKING, TYPE IA CONSTRUCTION - GROUND FLOOR RETAIL, PARKING & AMENITIES UNDER (5) LEVELS OF TYPE 1IIIA CONSTRUCTION RESIDENTIAL UNITS.

Total Proposed

28,704 SF

PROVIDED For commercial portions: None For residential portions: Olympic (Side): None Orange Grove Ave (Front): None Fairfax Ave (Front): None Alley: None South P.L. (Side): 5'

Height District 1 - Max. Height Allowed: Proposed Building Height:

REQUIRED (Per LAMC 12.21-G)

OPEN SPACE

98 Units

9,800 sf

18 Units

2,250 sf

(Indoor open space max. 25% of required total): Common Open Space Level 1 43,056 sf (1.5 FAR Base) 107,640 sf (3.75 FAR) 104,247 sf (3.63 FAR) 100,555 sf 3,692 sf

No Limit * 80'-0" * (to top of highest parapet but may not include roof appurtenaces allowed 1 by code, measured from lowest grade point on site )

.GEN-3.5

4 Units

700 sf

120 Units

12,750 sf 9,562.5 sf 5,353 sf 1,212 sf 2,370 sf

Total Common Open Space

8,935 sf

Private Balconies & Decks

1,250 sf

Total Proposed Open Space

10,185 sf

Total Min. Planted Area (25% of Outdoor Common Open Space) See Landscape Plans

1,642 sf

TREES

REQUIRED (1 per 4 Units)

30 Trees

PROPOSED (1 per 4 Units)

30 Trees

SEE LANDSCAPE PLANS

LEVEL 5

58 | Jean Wang

HALF RIGHT-OF-WAY (EXISTING)

STAMP

PEDESTRIAN RETAIL PARKING ACCESS

EXISTING ONE-STORY BUILDING TO BE DEMOLISHED

PROPOSED PROJECT SITE C2-1-O

MEZZ. ROOF

RETAIL PARKING ACCESS MEZZ. ROOF

MEZZ. ROOF

EXISTING BILLLBOARD SIGN TO BE DEMOLISHED

HALF ALLEY AREA = 1,701 SF

PODIUM DECK (LEVEL 2)

1 10' - 0"

HALF ALLEY WIDTH

SIDE YARD (5' SETBACK ONLY REQUIRED AT TYPE III)

ALLEY

SIDE YARD (NO SETBACK REQUIRED AT ALLEY)

RESIDENT PARKING ACCESS

UNIT A1-L UNIT A4-L

1 BEDROOM + LOFT 1 BEDROOM + LOFT

UNIT B1 UNIT B2 UNIT B3 UNIT B4

2 BEDROOM 2 BEDROOM 2 BEDROOM 2 BEDROOM

UNIT B1-L UNIT B2-L UNIT B4-L UNIT B5-L

2 BEDROOM + LOFT 2 BEDROOM + LOFT 2 BEDROOM + LOFT 2 BEDROOM + LOFT

UNIT S1 UNIT S1.1 UNIT S1.2 UNIT S1.3 UNIT S2 UNIT S2.1 UNIT S2.2 UNIT S2.3 UNIT S3 UNIT S4

STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO

TOTAL:

1" = 30'-0"

UNIT MIX SUMMARY UNIT TYPE

QUANTITY 16 1 2 4 10 10 5 5 1 54 4 1 5 3 4 4 2 13 1 1 1 1 4 5 5 5 5 15 1 3 1 2 2 44 120

MIX % 11% 1% 2% 4% 9% 8% 4% 5% 1% 3% 1% 4% 5% 5% 3% 1% 1% 1% 1%

3% 4% 4% 4% 10% 1% 2% 1% 1% 2%

REQ. PARKING 8 0.5 1 2 5 5 2.5 2.5 0.5 27 2 0.5 2.5 1.5 2 2 1 6.5 0.5 0.5 0.5 0.5 2 2.5 2.5 2.5 2.5 7.5 0.5 1.5 0.5 1 1 22 60

Permit Set 1.4Plot Plan 2. Floor Area Analysis

CBC 506.2.3 SINGLE OCCUPANCY, MULTIS Aa = [ At + (NS x If ] x Sa Aa = [ 24000 + ( 24000 x .35)] x 2 Aa = 64,800 S.F. = 64,800 S.F. ALLOWED > 52,903 S.F. PR

C L

.GEN-3.5

LEVEL 3

1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM 1 BEDROOM

INCREASE PER EQUATION 5-5 If = [F / P - 0.25] x W / 30 If = [287 / 476 - 0.25] x 30 / 30 If = [0.60 - 0.25] x 1 If = 0.35

MEZZ. ROOF

RETAIL PARKING ACCESS

UNIT A1 UNIT A2 UNIT A3 UNIT A4 UNIT A5 UNIT A5.1 UNIT A6 UNIT A7 UNIT A8

FRONTAGE INCREASE PER EQUATION 5-4 W = (L1 x w1 + L2 x w2 + L3 x w3 +.......) / F W = (17' x 30 + 111' x 30 + 159' x 30) / 287 W = (510 + 3,330 + 4,770) / 287 W = 8,610 / 271 W = 30

Outdoor Transformer

UNIT COUNT

Units with Less than 3 Habitable Rooms (100 sf. Required per Unit) Units with 3 Habitable Rooms (125 sf. Required per Unit) Units with more than 3 Habitable Rooms (175 sf. Required per Unit) Total Open Space Required Total OS Required after 25% reduction (Per TOC Tier-3) PROPOSED Pool Deck & Courtyard: Roof Terrace:

FLOOR AREA

HEIGHT

OPEN SPACE

L1.1 = 118' - 10"

L2.2 = 111' - 10"

REQUIRED (Per T.O.C. & LA MUNICIPAL ZONING CODE CP-7150) For commercial portions: None For residential portions: (RAS3) Olympic (Side): None Orange Grove Ave (Front): None Fairfax Ave (Front): None Alley: None South P.L. (Side): 5'

Allowable Floor Area (prior to TOC) Allowable with TOC Total Proposed Floor Area Residential Retail

LEVEL 6

R-2 L1.2 = 103' - 5 1/2"

L2.3 = 159' - 1 1/2"

5' - 0" EXISTING EASEMENT

Long Term 25 50 10 1" = 30'-0" 0 85 Long Term 3 3 88 UNIT NAME

L2.1 = 17' - 3"

FIRE AREA 2 Lot Area (ALTA/NSPS) 10,661 SF R-2

FR 20 - 10,593.7 SF FR 21 - 5,179.7 SF FR 22 - 5,564.7 SF FR 23 - 6,913.7 SF

ROOF TERRACE

PROPERTY LINE

SEE OFFICE OF ASSESOR COUNTY OF LOS ANGELES PARCEL MAP SECTION 5086.1, LOT 66, TRACT NUMBER 9721, PARCELS 20-23

Lot Area (Zimas):

EXISTING ONE-STORY BUILDING TO BE DEMOLISHED

BICYCLE PARKING

PROPOSED (Per LA Municipal Ordinance No. 185480) Residential Short Term 1-25 (25 Units) 2.5 26-100 (75 Units) 5 101-200 (20 Units) 1 201+ (0 Units) 0 Subtotal 9 Commercial Short Term 3,692 SF Retail/Restaurant 3 3 FIRE AREA Subtotal 1 12 9,425 SF Total

EXISTING BILLLBOARD SIGN TO BE DEMOLISHED

40' - 0"

5 ADA Spaces 90 Spaces 2 ADA Spaces 21 Spaces 111 Total Spaces

Commercial

COURTYARD (LEVEL 2)

FIRE AREA 2 649 SF A-3 (R-2 ACC.)

FI FI FI FI

FIRE AREA 2 9,780 SF R-2

1" = 30'-0"

PLOT PLAN

L2.3 = 159' - 1 1/2"

1" = 20'-0"

ALLOWABLE AREA DETERMINATION CBC SECTION 506.2.3 SINGLE OCCUPAN

FIRE AREA 1 9,714 SF R-2

Aa = [At + (NS x If)] X Sa

L1.2 = 103' - 5 1/2"

VARIABLES: Aa = ALLOWABLE AREA (SQUARE FEE At = TABULAR ALLOWABLE AREA FAC NS = TABULAR ALLOWABLE AREA FAC If = AREA INCREASE FACTOR DUE T SECTION 506.3 Sa = NUMBER OF BUILDING STORIES FRONTAGE INCREASE CBC SECTION 506.3, EQUATION 5-4 W=

(L1 x W1 + L2 x W2 + L3 x W3...) / F

CALCULATED WIDTH (WEIGHTED OPEN SPACE LENGTH OF A PORTION OF THE E WIDTH (≥ 20 FEET) OF A PUBLIC WITH THAT PORTION OF THE EX BUILDING PERIMETER THAT FRO (WIDTH ≥ 20 FEET)

Ln = Wn = F=

6052 - 6066 W OLYMPIC BLVD, LOS ANGELES, CA 90036

PROJECT DESCRIPTION

30' - 0" HALF RIGHT-OF-WAY (DESIGNATED)

MEZZANINE MEZZANINE MEZZANINE MEZZANINE

AMOUNT OF INCREASE CBC SECTION 506.3.3, EQUATION 5-5 If =

[F/P - 0.25] x W/30

If = F=

AREA FACTOR INCREASE DUE T BUILDING PERIMETER THAT FRO (WIDTH ≥ 20 FEET) PERIMETER OF ENTIRE BUILDING WIDTH OF PUBLIC WAY OR OPEN

P= W=

1 .GEN-3.5

LEVEL 2

1" = 30'-0"

ALL

/22

PROPOSED Residential

20 '-

LEVEL 6

IS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE + PARTNERS, INC. AND IS FURNISHED IN CONFIDENCE FOR E LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY HER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF MVE ARTNERS, INC. ALL RIGHTS RESERVED, © COPYRIGHT 2017.

ZI-2452 Transit Priority Area in the City of Los Angeles Transit Oriented Communities (TOC) Tier-3

FIRE AREA 2

POOL DECK (LEVEL 2)

OPEN TO BELOW

LEVEL 5

TOTAL S.F.:

MEZZ. ROOF

REQUIRED (Per TOC Guidelines Municipal Code 12.22.A.31) Residential 60 Spaces 120 x 0.5 spaces/unit Commercial (Retail) Per LAMC Section 12.21.A.4(c) 1,916 SF (10 per 1000 sf) = 20 Spaces RETAIL (1) 1,776 SF (4 per 1000 sf) = 8 spaces RETAIL (2) Total Commercial 30% reduction through T.O.C. Tier 3 = 20 Spaces Total Required (Residential + Commercial) 80 Spaces

C2-1-O General Commercial

.GEN-3.5

NEW P.L. AFTER DEDICATION

PARKING

6052-6066 W. Olympic Blvd, Los Angeles CA 90036 Los Angeles, CA 90005 5086-001-066

Located in one of the busiest intersections in Los Angeles, this low-rise building form aims to become an iconic land- LEGAL DESCRIPTION mark despite its small scale through the use of a strong LOT AREA : but consistent architecture language. The building consists of 6 stories – 5 levels of residential units over 1 level of lobby/amenities/retail – plus 2 levels of basement parking.SETBACKS The site is bounded on three sides by retail and resident serving spaces including a rooftop terrace, outdoor pool, two courtyards on the podium. The pool was placed at the site’s prominent intersection as an add to the projects defining features. The many angles of the building form was inspired by the sites location and shape.

44 Units 58 Units 18 Units 120 Units

MEZZ. ROOF

PEDESTRIAN RETAIL PARKING ACCESS

REVISIONS

Studio 1 Bedroom 2 Bedroom Total

MVE+PARTNERS 888 S. Figueroa St, Suite 21 Los Angeles, CA 90017 Contact: Sherwin Pineda Phone: 213.805.7600

PEDESTRIAN LOBBY ACCESS

DASH LINE OF ENCROACHMENT INTO THE R.O.W. @ MIN. 15' CLEAR ABOVE SIDEWALK

EXISTING PROPERTY LINE

LEVEL 4

PROJECT NAME

Zone: Designation: Zoning Information:

Allowable Unit # with TOC 70% Density Bonus: Proposed:

FIRE AREA 1 OLYMPIC CUTS ON 9,410 SF L CURB L OF AL FRONTAGE R-2 REMOVA BLVD

9,622 D SF BLV R-2 PIC SET BACK OLYMYAR D (NO EET) SIDE D AT STR REQUIRE

30,428 sf / 400 = 76.07 = 76 units (Gross area includes one-half alley area) 76 units x 1.70 = 129.2 = 129 units 120 total units (10% ELI = 12 units ELI, 108 units market-rate)

THE ASTR*

APN:

Craig Lawson & Co, LLC Land Use Consultants Contact: Jessica Hencier Phone: 310.838.2400

FIRE AREA 2

1" = 30'-0"

FRONT YARD (NO SETBACK REQUIRED AT STREET)

ADDRESS:

Allowable Unit # (400 sf/unit per C2-1):

FRONT YARD (NO SETBACK REQUIRED AT STREET)

JACMAR, LLC 300 North Baldwin Park Blvd, City of Industry, CA 91746 Contact: John Tilley, Sean Barry Phone: 626-576-0737

Owner: Jacmar Partners III ZONE Architect: MVE Architects Internship Supervisor: Mark S. Kim Work Scope: Plan check on exterior opening percentage, floor area analysis, exiting diagrams and enlarged unit plan

FIRE AREA 1 9,436 SF R-2

ORANGE GROVE AVE

FIRE AREA 2 10,983 SF R-2

LEVEL 4

L1.1 = 118' - 10"

Internship Project | 2023 (Project Link) PROJECT INFORMATION Site Address: Category: Multi-Family (R-2) 6052 - 6066 W Olympic Blvd, Los Angeles CA 90036 Construction: Type III RESIDENTIAL DENSITY OWNERSHIP LAND USE CONSULTANT Floor Area: 28,704 sq ft Location: 6052 - 6066 W Olympic Blvd, Los Angeles, CA DWELLING UNITS Phase: Construction Documentation ARCHITECT

1" = 30'-0"

LEVEL 3

L2.1 = 17' - 3"

ROOF MEZZANINE

FI FI

EET TITLE

.GEN-3.5

LEVEL 2 LEVEL 2

LOT PLAN / PROJECT DATA

FIRE AREA 1 148 SF R-2

FAIRFAX AVE

The ASTR*

FIRE AREA 1 147 SF R-2 1

L2.2 = 111' - 10"

FIRE AREA 2 131 SF R-2

FIRE AREA 2 155 SF R-2

FIRE AREA 2 147 SF R-2

P 129 Phase 1: Research, Phase 2 : Precedents, Phase 3 : Environmental Analysis

P 23

GAS COMPANY TOWER Skidmore Owens & Merrill, 1988

This fifty-two-story building was designed by Richard Keating of SOM. ADDRESS 555 W 5th St Los Angeles, CA 90071 HEIGHT 750ft 52 stories tall INFRASTRUCTURE Central core = column free experience Concrete Floors and exposed ceilings FACTS Class A Office Building 1.4 million sqft 300,000 sqft of parking garage Experiential Lobby LEED Gold Certified

The Gas Company Tower was the second building whose height is a result of Maguire Partners’ Central Library air rights exchange (the other is U.S. Bank Tower). The building rises in a series of cliff-like setbacks and inverted corners, with an elliptical top of blue glass symbolizing the trademark blue gas flame of the building’s primary tenant and joint venture partner, Southern California Gas Company. Inside is an unusual lobby, with a wall of windows looking out to an enormous mural by Frank Stella painted on the side of the adjacent building. The mural, titled “Dusk,” is the public art component of the building. In the area between the mural and the lobby was a water installation which continued under the glass wall and inside the lobby under transparent strips of flooring. After renovations, this feature was dismantled, having the rembrandts of this idea visible in the new flooring.

Repurposing Internship Research Program | 2023 (Project Link) Category: Office-to-Residential Conversion Location: 633 West Fifth Street, Los Angeles, CA PHASE 1. RESEARCH • PHASE 2. CONCEPT DESIGN • PHASE 3. SITE IMPLEMENTATION Phase: Conceptual Design Plan Re-Design

One Path East-West remove the other sidethe other sides remove

Original Office Corridor need 6’ need 6’

P 105

Plan Re-Design

Project Mentor: Kap Malik Team: Youssef Hachchane, Jean Wang, Chloe Mascolo, Ira Puri, Cayetana Moncayo P 103 Work Scope: Adaptive Reuse Research, Site Analysis, Floor Plans, Revit Model

The research focuses on adaptive reusing of two semi-vacant office buildings-Gas Tower and US Bank Tower in downtown Los Angeles. The program explores context, density, and sustainability and mobility, as well as the reviOne Path East- West talization of the site and its impacts on surrounding neighborhoods and communities. The programmatic response was that of a blended-use development that includes a creative office, residential area, performance theater, retail Original Office Corridor space, and vertically integrated parks.

P 103

PHASE PHASE 1. RESEARCH 1. RESEARCH • PHASE • PHASE 2. CONCEPT 2. CONCEPT DESIGN DESIGN • PHASE • PHASE 3. SITE 3. IMPLEMENTATION SITE IMPLEMENTATION

Active Sustainability

5 5units units 5(1b-5b) units (1b-5b) (1b-5b) Original Office Corridor Original Office Corridor need 6’ need 6’

P 85

P 87

Passive Sustainability Algae Facade Shade

CO2 (air)

SMART MEP SYSTEMS SOLAR powers all operations through microgrid, and offers 24h EV-drone charging stations for residents and visitors.

upgraded, energy-efficient MEP & HVAC systems throughout the buildings (LEDs, low flush, DCV ventilation, fuel cells, etc.). Controlled by an adaptive BMS system.

Biomass (fuel & fertilizer) Heat (electricity)

WIND TUNNELS Wind

Shrink down Shrink side corridors down side corridors 6’ Egress Stair opening 6’, Egress Stair opening facing

BMS-CONTROLLED WINDOWS

Energy

Unit Division Unit Division Merge-Outline Merge- outline

BMS-CONTROLLED WINDOWS

DoorDoor Spotsspots

Terraces & Oppenings

Exterior Wall line Exterior Wall Lines

automatically tint facade when temperature comfort limits are reached

Plan Finder

Plan-finder

DOUBLE SKIN FACADE thermal insulation & ventilation control

3D 3D

Unit Division Unit Division Merge-Outline Merge- outline

DoorDoor Spotsspots

GEOTHERMAL PUMPS stabilize building temperature through groundwater heat exchange

Exterior Wall line Exterior Wall Lines

Plan Finder

Plan-finder

Power over 100%. of building operations, and donate extra energy to DTLA grid.

Diagrams • Plans • sections • renDers

long in-unit long in-unit corridor corridor | insight | insight

Diagrams Diagrams • Plans • Plans • sections • sections • renDers • renDers

Save over 20% of the average building‘s operational CO2 emissions with efficient design.

Diagrams • Plans • sections • renDers

60 | Jean Wang

MVE Architects | 61

Jiangsong Technology Office Building Office Project | 2022 (Project Link) Category: Commercial Office (B) Construction: Type I Floor Area: 42,846 sq m Plot Ratio: 1.99 Location: 178 Changjiang East Road, Wuxi, China Phase: Constructed Owner: Wuxi Jiangsong Technology Architect: Wuxi Architectural Design and Research Institute Project Director: Jingxin Hao Team: Ye Qian, Jean Wag Work Scope: Facade Design, Modeling, Rendering, Permit Drawing The objective of the design is to establish a state-of-the-art industrial office for the production line project of Photovoltaic automation equipment by Wuxi Jiangsong Technology Co., Ltd. The new office is intended to set a high standard in terms of layout, functionality, logistics, aesthetics, and energy conservation. Additionally, it aims to offer the workers an efficient, healthful and safe working environment.

货运入口

员工入口

楼梯A

DT1

DT2

楼梯B

一层平面疏散示意图注：根据业主提供设计依据，本工程的主要功能为生产车间，每层使用人数小于100人。车间内生产作业主要内容为：铝板（金加工）、钢管（断料、焊接）、塑料板（机加工）、机械装配、电气加工、检验等，本工程火灾危险性类别为丁类。

楼梯C DT5

DT3

楼梯E

楼梯B 楼梯D

DT4

戴巧其

楼梯C

张超张超黄若宇徐琳徐琳

一层平面图 1:150 本层面积：10653.23 平米

无锡市江松科技有限公司光伏自动化设备生产线项目 1#新建生产车间一层平面图 20068 1

局部地下室平面图 1:150 本层面积：273.98 平米

1.0

建施

2021.02 002

楼梯E、DT5 5-5剖面图 1:50

Permit Drawing Sample (Unit: mm) 1.First Floor Plan 2.Building Section (Part) 62 | Jean Wang

Wuxi Architectural Design and Research Institute | 63

Sunlant Bio-Tech Headquarters Office Project | 2021 Category: Commercial Office (B) Construction: Type I Floor Area: 61,698 sq m Plot Ratio: 1.49 Location: Mashan Street, Wuxi, China Phase: Schematic Design

Owner: Jiangsu Sunlant Bioengineering Architect: Wuxi Architectural Design and Research Institute Project Director: Jingxin Hao Team: Ye Qian, Jean Wang Work Scope: Programming, Facade Design, Modeling, Rendering The project site is located to north of the Nanhuan River and spans about 40,000 square meters. It is designed to be a sophisticated facility for Sunlant Bioengineering, focusing on biopharmaceutical research and development. The outdoor meandering platform connects the office buildings to major roads outside the boundry. The complex includes three scientific research office buildings, a talent apartment with an academician workstation, and a conference center.

Talent Apartment

Conference Center

Academician Workstation

Office Building A

Office Building B

Office Building C

Facade Proposals 64 | Jean Wang

Wuxi Architectural Design and Research Institute | 65

Chapter 3 | Construction Management Cost Estimating, Project Scheduling

10. 15. 2023 J e a n

Assignment 2 :OMBE – Assemblies Estimate

Wa n g

Initial Order of Magnitude Budget Estimate (OMBE)

Model cost calculated for a 4 story building with 10' story height and 48,600 sq of floor area (exclude parking) Division

Fundamental of Construction Management | 2023 Category: Shell Office Building (B) Construction: Type I, cast in place concrete, waffle slab Floor Area: 48,600 sq ft Site: 1½ to 1¾ acres with 75-car surface parking and 5 handicapped spaces Building footprint: 90’ (3 bays @ 30’) x 180’ (6 bays @ 30’) Location: Saint Louis, MO Construction time frame: 2023/24 Construction duration: 10 months Instructor: Steve Bannes Work Scope: Individual Work

Description

Source: Square Foot Costs with RMMeans Data

Unit Cost Unit

Units

Cost per S.F.

Cost/Unit

Cost

% of Subtotal

Notes/ Reference

1.Building

A. SUBSTRUCTURE 1010 Standard Foundations 1020 Special Foundations 1030 Slab on Grade (SOG) 2010 Basement Excavation 2020 Basement Walls

Cast in place Concrete, spread footing; 4" foundation wall N/A 4" reinforced slab on grade (for parking) 4' deep, common earth, on site storage 10' cast in place concrete wall

Each SF Slab SF Ground LF Baseme

B. SHELL B10 Superstructure 1010 Floor Construction 30x30, 200 psf 12depth, Concrete Waffle slab SF Floor 1020 Roof Construction 30x30, 200 psf 12depth, Concrete Waffle slab SF Roof B20 Exterior Enclosure 2010 Exterior Walls Concrete Block Wall-Light weight-hollow 6*8*24 , styrofoam SF Wall 2020 Exterior Windows Aluminum window 8'x4' Each 2030 Exterior Doors Aluminum Door 3'x7' Each 2030 Storefront framing & panel alumium flush tube frame, for 1/4" glass panel SF Openin 2030 Storefront framing & panel 1/4" glass panel SF Openin B30 Roofing 3010 Roof Covering Asphalt shingles with flashing, 4" slope SF Roof 3020 Roof Openings N/A C. INTERIORS 1010 Partitions Gypsum board on metal studs 1-5/8 @ 24"O.C SF Partitio 1020 Interior Doors 5-7/8" Jamb Depth (Wraps a 2 x 4 wall with 5/8 in. drywall on Each 1030 Fittings Plastic laminate toilet partitions Each 1030 Fittings Polymer Plastic Entrance Screens Each 1030 Fittings Polymer Plastic Urinal Screens Each 2010 Stair Construction Metal pan stairs for concrete in-fill, 20 risers with landing Flight 3010 Wall Finishes Paint on dry wall SF Surface 3020 Floor Finishes Carpet title SF Surface 3020 Floor Finishes vinyl composition tile SF Surface 3020 Floor Finishes ceramic tile SF Surface 3030 Ceiling Finishes N/A SF Ceiling D. SERVICE D10 Conveying 1010 Elevations & Lifts N/A 1020 Escalators & Moving Walls N/A D20 Plumbing 2010 Plumbing fixtures One piece water closet Each 2010 Plumbing fixtures Urinal Each 2010 Plumbing fixtures Wall Hang Each 2020 Domestic Water Distribution Gas fired water heater Each 2040 Rainwater Drainage Roof drains SF Roof D30 HVAC 3010 Energy Supply N/A 3020 Heating N/A 3030 Cooling N/A 3050 Thermal Units Multizone unit, gas heating, electric cooling SF Floor D40 Fire Protection 4010 Sprinklers Wei pipe sprinkler system SF Floor 4020 Standpipes Standpipes and hose systems SF Floor D50 Electrical 5010 Electronical Distribution 100 Am service, panel boards and feeders SF Floor 5020 Lighting Fluorescent fixtures, receptacles, switches, A.C and misc. power SF Floor 5030 Communications and Security Addressable alarm systems, emergency lighting, internet and pho SF Floor

551

15,428

0.32

0.29%

A1010 210 NO. 7250: $551/each

16,200 16,200 540

5.87 0.33 217

95,094 5,346 117,180

1.96 0.11 2.41

1.81% 0.10% 2.23%

A1030 120 NO. 2240: $5.87/sf A2010 110 NO. 4560: $0.33/sf A2020 110 NO.6040: $217 / LF

48,600 16,200

26.9 26.9

1,307,340 435,780

26.90 8.97

24.84% 8.28%

B1010 227 NO.6700: $26.9 /sf B1010 227 NO.6700: $26.9 /sf

12,496 97 6 72 72

13.17 633 3825 32 17.1

164,572 61,401 22,950 2,304 1,231

3.39 1.26 0.47 0.05 0.03

3.13% 1.17% 0.44% 0.04% 0.02%

B2010 227 NO.3717: $13.17 /sf B2020 104 NO.6700: $633 /unit B2030 110 NO.6300: $3825 /unit B2020 210 NO.1100: $32 /sf B2020 210 NO.4200: $17.1 /sf

16,200

2.19

35,478

0.73

0.67%

B3010 140 NO.1100: $2.19 /sf

22,800 48 21 6 6 6 45600 42,200 5,400 1,200

4.44 1562 925 758 683 18,900 0.94 4.61 2.47 12

101,232 74,976 19,425 4,548 4,098 113,400 42,864 194,542 13,338 14,400

2.08 1.54 0.40 0.09 0.08 2.33 0.88 4.00 0.27 0.30

1.92% 1.42% 0.37% 0.09% 0.08% 2.15% 0.81% 3.70% 0.25% 0.27%

C1010 126 NO.5200: $4.44 /sf C1030 110 NO.0420: $925 /Unit C1030 110 NO.1150: $758 /Unit C1030 110 NO.1330: $683 /Unit C2010 110 NO.0760: $18,900 /Unit C3010 230 NO.0060: $0.94 /sf C3020 410 NO.0060: $4.61 /sf C3020 410 NO.1580: $2.47 /sf C3020 410 NO.1720: $12 /sf

31 12 6 3 16,200

2,230 2,425 1,805 7,600

69,130 29,100 10,830 22,800

1.42 0.60 0.22 0.47

1.31% 0.55% 0.21% 0.43%

D2010 110 NO.1920: $2230 /Unit D2010 210 NO.2040: $2425 /Unit D2010 310 NO.2040: $1805 /Unit D2020 250 NO.1780: $7600 /Unit

48,600

18.75

911,250

18.75

17.31%

D3050 155 NO.3960: $18.75 /sf

48,600 48,600

4.1 1.09

199,260 52,974

4.10 1.09

3.79% 1.01%

48,600 48,600 48,600

3.67 12.95 6.44

178,362 629,370 312,984

3.67 12.95 6.44

3.39% 11.96% 5.95%

5262987.52

108.29 $/GSF

100.00%

Building Cost$

2.. SITE DEVELOPMENT

2010 Roadway 2020 Parking 2040 Site Preparation 2040 Utilities 2040 Pavement 2040 Stormwater management 2040 Landscape improvement 2040 Site Lighting

Bitum road two lanes, crushed stone 75 parking lot, 90 angle parking

LF Site Unit Car

20% landscape of 4 storage office building

1,100 75 0.5 0.5 0.5 0.5 0.5 0.5

133.5 1,235 52,945 197,000 605,500 354,000 137,000 101,100

146,850 92,625 26,473 98,500 302,750 177,000 68,500 50,550

3 FEE + Contractor Fees

4 CONTINGENCY + Program + Schematic

Proposed Floor Plan Sketch 68 | Jean Wang

General Requirement: 10&; overhead: 5%, Profit: 10%

25%

1556558.76 Contractor Fee $

Owner 10%+A/E10%+Cost Consultant 10%+Contractor 0% Owner 7%+A/E6%+Cost Consultant 7%+Contractor 0%

30% 20%

1867870.506 1245247.004

41.79

11.99

49.71

G2010 232 NO.1050: $133.5 /lf G2020 210 NO.1050: $1235 /car G2040 990 NO.1030: $52945 with factor 0.5 G2040 990 NO.1032: $19700 with factor 0.5 G2040 990 NO.1034: $605500 with factor 0.5 G2040 990 NO.1036: $35400 with factor 0.5 G2040 990 NO.1042: $137000 with factor 0.5 G2040 990 NO.1040: $10100 with factor 0.5

963247.50 Site Cost $ 6226235.02 Total Building Cost $

4.80

6163972.67 Local Factor: 0.999

3113117.51 Contingency Fee $ 10895911.29

TOTAL

Construction Management | 69

C.P.M. Network Analysis

Assignment 3 - C.P.M. Network Analysis for Spa with gazebo 1.Gantt Chart (Critical Path in Red)

Fundamental of Construction Management | 2023 Category: Spa Pavilion Assembly (A) Project Description: The spa will be a 6’ diameter, in-ground 4’ deep gunite concrete pool with monolithic perimeter ledge seats, steps with rail access, finished with marble-crete plaster and brick coping. An exposed aggregate (LaGrange) walk/deck will surround the spa and a screened cedar wood octagonal gazebo, 16’ diameter plan with cedar shake roof enclosing the spa and deck. All spa equipment and utility connections will be located in the garage approximately 100 feet from the spa. Instructor: Steve Bannes Work Scope: Individual Work

2.NetworkDiagram Diagram(Critical (Critical Path Red) 2.Network Path in in Red) 21

31 32

34 36

37 2

38 5

7 9

18 10

20 26

9 28

11 60

12 61

70 | Jean Wang

Construction Management | 71

Jean Wang jinghan.w@wustl.edu (317) 801-8354