Computational Design Portfolio

Selected Professional Work

Transcript

1. YANGQI YANG Architecture & Design Computation 1
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YANGQI YANG | ARCHITECTURE / COMPUTATIONAL DESIGNER billyyq666@gmail.com | 4343270703(US) Skills Education Design & Computation University of Virginia, School of Architecture Master of Architecture (STEM Degree) Rhino+Grasshopper+Python Revit + Dynamo Forma(BIM360) AutoCAD Shapediver Three.js/WebGL Robotics & Fabrication Kuka Robotics Fusion 360 3D Printing Visualization Adobe Creative Suite Nano Banana Enscape V-Ray Lumion Generative AI Agent Based Modeling Stable Diffusion ComfyUI AI-Assisted Coding Midjourney RunwayML Suno Creative Tech MediaPipe TouchDesigner HTML Language English Professional Proficiency Chinese Native Beijing Forestry University, School of Landscape Architecture Bachelor of Engineering in Urban and Rural Planning Honor & Awards 2018-2022 2026 DNA Paris Design Award 2013-2018 2022-2026 San Francisco College of the Desert Palm Springs Campus(SD-DD-CD-50%CA) Role: Shading System Design + Automation •Led the design and modeling of complex roof canopies and façade shading systems. •Developed Grasshopper and Dynamo tools to support environmental analysis and customized geometry generation. •Produced iterative exterior and interior design studies and visualizations for key indoor and outdoor common areas, shared amenities, classrooms, and event spaces. •Participated in weekly consultant meetings focused on façade and reflected ceiling plan (RCP) coordination. •Coordinated architectural plans, RCPs, elevations, and door schedules. •Exterior partition, curtain wall, and door detail documentations, reviewed façade shop drawings. Metlife Seaport Lab&Research Campus (Entitlement) Role: Computational Designer, BIM Coordinator •Developed integrated Grasshopper and AI workflows to automate façade geometry iterations. •Produced façade design options and visualizations for client presentations. •Conducted building-envelope and massing studies based on Redwood City zoning requirements. •Participated in weekly consultant meetings focused on site planning and parking structure coordination. •Managed building elevation sheets and documentation for the entitlement set. Cabrillo Affordable Student Housing (SD-DD-CD) Role: Façade Designer, Envelope Modeling Lead, BIM Coordinator •Developed modular fiber-cement panel systems across three residential buildings. •Led the modeling and coordination of rooftops, façade elements, and window systems. •Participated in weekly coordination meetings and documentation efforts covering façades, louvers, roofing, lighting, and exterior details. •Managed roof plans, RCP, elevation sheets, window schedules. Confidential Tech Office Tenant Improvement 1 (SD–DD–CD) Role: Designer, BIM Coordinator •Designed and modeled common areas, offices, meeting rooms, and shared dining spaces. •Conducted EC3 embodied-carbon analysis using the BIM model in accordance with the client’s sustainability standards. •Participated in weekly client meetings and incorporated design feedback. 2 2026 A’ Design Award 2026 Architizer A+ Award Finalist Professional Experience WRNS Studio - Architectural Designer /Design Technologist Architecture 2026 IAI Best Design & Best Creativity Award 2025 4C Gallery Exhibition 2025 WRNS AI Research Grant Recipient 2025 CCFC Professional Design Award – Award of Honor 2025 Terravivia International Design Competition Winner 2024 CCFC Professional Design Award – Award of Honor 2024 Young Architects Competitions Winner Confidential AI Office Tenant Improvement 2 (SD–DD–CD) Role: Designer, BIM Coordinator •Developed a user-driven spatial parti based on building-layout analysis for a leading AI client. •Produced interior design studies, models, and visualizations. •Designed and modeled a range of workspaces, meeting rooms, kitchens, and central activity spaces. •Participated in weekly client meetings and incorporated design feedback. •Managed the overall BIM documentation set and project phasing in alignment with the permitting strategy. Xkool Technology - Computational Designer Reference: Liu Kan, Associate, Liu.kan@qq.com 2021 Shenzhen Qionglai Biodiversity Museum International Competition (CD–SD) Role: Computational Designer, Façade Geometry Optimization •Implemented an AI-driven machine-learning workflow using K-means clustering in Grasshopper and Python to rationalize free-form façade panels into a standardized modular system. •Developed and validated a geometric clustering strategy that approximated 10,000+ unique panels with only 30 standardized modules across the double-curved envelopes of five buildings. Yunnan Baiyao Medical Research Center Competition Role: Computational Designer, CAD Coordinator •Conducted program planning and circulation studies and produced CAD floor plans. •Performed façade solar analysis using Ladybug and produced Rhino models and visualizations. •Produced diagrams, renderings, and presentation materials for the competition submission. Office for Metropolitan Architecture (OMA) - Design Assistant Reference: John Thurtle, Associate, JThurtle@oma.com 2021 Hong Kong Chengdu Future Science and Technology City Master Plan(CD-SD) •Designed the student residential district within the higher-education campus; the project was subsequently constructed based on this design direction. •Produced diagrams and renderings for the final presentation deck. Haikou Sinopec Free Trade Building Competition •Conducted massing studies through physical model-making. •Developed the ground-floor plan and public-realm interface. •Produced visualizations of key common spaces and presentation materials for the competition submission. Archi-Union Architects - Architectural Intern Reference: Philipyuan, Founder, philipyuan007@archi-union.com 2019 Shanghai Shanghai Lohas Town - Mixed-Use - Concept Design Responsible for parametric facade skin design, Developed one scheme option under supervision, including: Plan drawing, digital modeling, render & animation 3
3. Research & Development Experience WRNS Studio AI Research Grant 2025 Independent Research Pioneered a human-machine design methodology, defining a “Prompt, 2D sketch to 3D ” architectural design workflow Synthesized text, sketches, and conceptual AI imagery into complex, rationalized 3D architectural forms Computational Design Research: Cloud-Based Wood Voxel Customization Workflow 2025 Collaboration with Ecoform Integrated Grasshopper with Shapediver to visualize voxel data, translating 2D images into sustainable wood 3D printed prototypes Robotic Fabrication - Hybrid Concrete Column Structure 2022 Instructor: Ehsan Baharlou Engineered a hybrid column prototype based on dry-joint mechanics, utilizing Fusion 360 for structural load simulation and validation Fabricated precision PLA formwork with a Kuka robotic arm for multi-material casting Multimodal Based Immersive Dining Experience Design 2025 Collaboration with Tongji University DigitalFUTURES Developed a web-based Three.js system integrating MediaPipe for real-time synchronization of audio, gestures, and AI-generated graphics Led on-site testing and optimization, resulting in the design’s immediate deployment at a Shanghai music event 4 5
4. SELECTED WORKS Built/ Under Construction ABOUT Yangqi Yang ( 杨洋琦 ) is an award-winning architectural designer, computational technologist, and AI artist whose practice fuses formal articulation with digital innovation across spatial, virtual, and immersive environments.He leverages computational workflows to empower design, grounding his personal work in rigorous systems thinking honed through his innovative contributions at forward-thinking firms including ArchiUnion, OMA, Xkool, and WRNS Studio. Biodiversity Museum Facade Design - Geometry Optimization - Rhino / Grasshopper Kangroo / GH Lunch Box Machine Learning / Python 6 College of the Desert Campus Design - BIM Revit / Rhino / Grasshopper / Enscape 12 Metlife Seaport Center Parametric Facade Design & Scripting - Revit / Dynamo/ Rhino/ Enscape 24 Cabrillo College UCSC Student Housing - Revit 26 International Competitions Specializing in generative design tools and emerging AI technologies, Yangqi focuses on reshaping "spatial interfaces." This is exemplified by his data-driven research for the Qionglai Museum's building skin, the shading screen system for the College of the Desert, and his exploration of sustainable architectural envelopes across international competitions. Ohrid Nexus - UAT Historical Theater Renovation - Rhino / Grasshopper / Enscape 28 Framework & Fabric - Space For Fashion - Rhino / Grasshopper / Enscape 32 A recipient of the Architizer A+ Award, Paris Design Award, A' Design Award, and WRNS AI Research Grant, as well as a winner of the Young Architects Competitions (YAC) and TerraViva Design Competition, Yangqi has had his work featured by Parametric Architecture, Dezeen, and MANA. Additionally, his projects have been exhibited at SXSW, DigitalFUTURES, 4C Gallery, and Cedar Kitchen Shanghai. The Circling Nest - Wetland Birdhouse Prototype - Rhino / Grasshopper / NanoBanana AI Visualization /Enscape 36 Chengdu Future Science City Launch Area - Rhino / Grasshopper / NanoBanana AI Visualization 38 Research & Development Reshaping the Interface - Generative AI Skin Design - Midjourney AI Immersive Noodle House - Multi-Modal Spatial Interaction Design - Midjourney, Gemini, Suno AI, Google Mediapipe, Touchdesigner, Keling AI, Ji mengAI, 4CD 44 A Digital Tectonic of Interlacing - Robotic Fabrication Prototype - Rhino / Grasshopper / KUKA Robot 46 Pedestrian Bridge Guardrail Optimization with GH+Python - Rhino / Grasshopper / Python 6 40 52 7
5. Facade Optimization Based on Grasshopper + Machine Learning - Qionglai Biodiversity Museum Work at Xkool Technology, SD, Built, 2021 The design team already won the competition when I joined the team. The project is expected to be built in the next 3 years. One of the biggest changlleng is the cost control on the facade panelization, which aims to subsdivide the surface of various curvature into fewer triangular panels. Based on the study of Soumaya museum, I developed a grasshopper script that use machine learning to divided surface areas that can be fitted with module based triangular panels. The conclusion of this study is, around 10,000 pieces of panels could be clustered and replaced by 30 standardized panels with limted panel collision and decent distribution spacing. It facilitaed the conversation between design team and facade consultant ( VS-A ). Image Credit - Xkooll 8 Supervisor: Liu Kan Contact: liu.kan@qq.com Inspired by wind-eroded mountain stones, the organic form optimizes the microclimate. CFD analysis confirms it channels breeze for visitor. It also provides chance to introduce natural ventilation into building and reduce thermal load. 9
6. Geometric Rationalization Strategy 1.Quasi Qquilateral Triangular Meshes 1.Shape the Basic Equilateral Triangular Mesh 2.Trim the Additional Mesh 3.Define the Geomtric Features 4.Panel Clustering 5.Create Standard Panels based on Average Features Facade Panelization and Standardization Case Study - Soumaya Museum https://issuu.com/gehrytech/docs/sou_06_issuu_version/68 10 The double curvature form shown in the competition renders are consist of 30000 pieces of free form triangular panels. Learning from Soumaya Museum facade optimization by Gehry technologies, this research project aims to use less than 50 pieces of standard panels to optimise the complex free-from fabrciation to reduce cost and raise construction feasibility. 6.Generate the Gap Between Panels Evaluate Panels Collisions and Gaps, 11
7. Clustering across various building units - around 10000 samples 30 standard panels replacing 10000+ panels Although the final construction adopted an alternative strategy prioritizing speed and reduced panel density, the research methodology was validated by third-party facade engineers. They acknowledged the system's efficiency, indicating that the entire envelope could potentially be rationalized using as few as 10 unique panel types. Consequently, this study based 30-panel approach provides critical insights for the construction of complex doublecurvature geometries in large-scale developments. 12 13
8. SHEET TITLE: AC.1-101 SHEET NO: COMPOSITE FLOOR PLANS - ACCELERATOR LEVEL 1 .1 SCALE: As indicated PROJECT NO.: 20025.01 .2 .3 ROOF ACCESS HATCH ROOF FALL PROTECTION CABLE KEYPLAN .4 DSA #04-123274-2 INCREMENT #2 ROOF DRAIN College of the Desert Desert Community College District 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 SCHEDULED ROOFING PRIMARY BUILDING ENTRY PALM SPRINGS DEVELOPMENT PROJECT AA AB AC AD AE AE.8 AE.10 AF AG AG.2 AH AH.2 AJ AK AK.2 ROOM NAME 2508A ROOM TAG SMOKE BARRIER 3 HR RATED FIRE BARRIER MATCHLINE 2 HR RATED FIRE BARRIER 1 HR RATED FIRE BARRIER NON-RATED PARTITION LEGEND OFFICE 1.194 OFFICE 1.193 OFFICE 1.192 SH. EDIT 1.191 EQUIP. C/O 1.186 1 0 0 '- " IDF 1.189 ELEC 1.190 GREEN RM 1.188 2 5 ' OFFICE 1.164M EXAM 1.164N COMPOSITE FLOOR PLAN - ACCELERATOR - LEVEL 1 EXAM 1.164Q 2 5 ' CORRIDOR 1.164 EXAM 1.164P 4 A.1-303 1 0 0 '- " STAIR 9 1.1STR9 REST. OFFICE OFFICE STOR 1.164H 1.164J 1.164K 1.160B RECEPT 1.164B WAITING 1.164A MED STOR 1.164F SOILED 1.164G REST 1.163 REST 1.161 PRINT 1.156 TRIAGE 1.164C REST 1.164D NURSE WORKSTATION 1.164E HALLWAY 1.155 +413'-10" ELEC 1.158 ACC EQUIP 1.157 RAMP 1.155A STOR 1.154B +416'-0" BREAK RM 1.164L ERRCS 1.160A OFFICE 1.166 ISO 1.167B SH. EDIT 1.159 ELEV C 1ELVC ADR CTRL 1.167 VEST. 1.168 TESTING LAB 1.154 TEST CHECK IN 1.152 REST 1.188A INDIV. EDIT INDIV. EDIT 1.181 1.182 INDIV. EDIT 1.183 INDIV. EDIT TV EQUIP 1.178B 1.184 TV AUDIO 1.178A INDIV. EDIT 1.185 STOR 1.146N TEST MONITOR 1.153 TESTING LAB 1.151 SUITE B 1.150B SUITE A 1.150A 1 / A.1-101D 1 / A.1-101C WELCOME DESK 1.147 FOLEY CTRL FOLEY TRACKING 1.169 1.168A WORK RM 1.146F BREAK RM 1.146G REST. 1.146D OFFICE 1.146H OFFICE 1.146E OFFICE 1.146J OFFICE 1.146L OFFICE 1.146K STOR 1.146C OFFICE 1.146B SUITE C 1.150C SS COUNTER 1.143 SUITE D 1.150D OFFICE (ADMIN) 1.146A HALLWAY 1.146 OFFICE 1.146M OFFICE (DIR) 1.145B FOOD BANK 1.142 ELEC 1.138 HALLWAY 1.133B STOR 1.153B STOR 1.143A ACCELERATOR LAB 1.148 STOR 1.110B 1 5 '-0 " 6 ' ARCHITECTURE COHORT 3 1.130 ARCHITECTURE COHORT 2 1.129 ARCHITECTURE COHORT 1 1.128 VEST. 1.110A 1 5 0 '- " 1 5 '-0 " ENTRY VEST. 1.131A 6 ' 1 5 0 '- " 2 5 ' ENTRY LOBBY 1.131 EQUIP. MGMT 1.187 INDIV. EDIT 1.180 RACK ROOM 1.179A CONTROL ROOM 1.179 TELEVISION STUDIO 1.177 TELEVISION LOAD IN 1.176 PL 1.175 STOR 1.176A LIGHTING STUDIO 1.171 LOADING AREA 1.172 TRASH BIN STORAGE AREA FIRE 1.174 MV SUBSTATION 1.173 OUTDOOR SERVICE YARD PUBLIC SAFETY 1.141 FENCE AROUND ARCHITECTURAL YARD REST 1.137C MDF 1.139 ELEV BELEV CTRL RM 1.134 1ELVB HALLWAY JANITOR 1.133A 1.137A FUTURE CAFE BOH 1.136 FUTURE CAFE 1.135 STAIR 5 1.1STR5 CAFE SEATING 1.132 1 / A.1-101E REST 1.137B GN RR 1.137 WOODSHOP 1.125 STOR 1.126B 1 / A.1-101C 1 / A.1-101D EXTERIOR CIRCULATION 1.127 TELECOM MPOE 1.140 OUTDOOR ARCHITECTURE YARD 2 5 ' STAIRS 6 1.1STR6 SPRAY ROOM 1.125D CNC 1.125C OFFICE 1.125A MAKER SPACE 1.126 WORKSTATIONS 1 0 0 '- " 2 0 '- 0" 4 A.1-307 3 (2) TRUCK BAY PARKING FOR MATERIALS MANAGEMENT A.1-307 1 A.1-301 1 0 0 '- " 1 0 0 '- " 1 0 '-0 " 2 5 ' 1 0 0 '- " OFFICE 1.122 OFFICE 1.123 IDF 1.113 LIBRARY 1.125B STOR 1.115 OFFICE 1.124 OFFICE 1.116 ELEV A 1ELVA ELEV CTRL RM ELEC IT STOR 1.111 1.114 1.126G 1.1STR4 2 5 ' FILM 1.110 2 0 ' CONFERENCE 1.149 GROUP STUDY 1.148B 1 5 '-0 " 1 5 '-0 " 1 5 '-0 " 2 0 ' 2 0 ' 2 5 '-0 " 2 5 ' 1 5 '-0 " 2 0 ' 2 5 '-0 " 2 0 ' 2 0 ' 1 A.1-113 3 0 '- 0" 2 0 ' ' 2 5 ' 2 5 1 0 ' -0 " 1 0 ' -0 " 1 2 5 ' 1 0 '-0 " 1 0 '-0 " 2 5 ' 1 0 ' -0 " 1 0 ' -0 " 2 5 '-0 " 3 0 ' 3 0 ' 3 0 ' 1 0 '-0 " 2 5 0 '- " 3 0 '- 0" 2 5 ' 2 5 '-0 " 3 0 '- 0" 2 5 0 '- " 3/64" = 1'-0" 2 5 '-0 " 3 0 '- 0" 2 5 0 '- " 1 A12 GROUP STUDY 1.148A 2 5 '-0 " 3 0 '- 0" 2 5 '-0 " 2 5 '-0 " 3 0 '- 0" 2 5 0 '- " 3 0 '- 0" UP 3 0 ' 1 A.1-302 25'-0" EQUIPMENT STORAGE 1.110C 1 5 '-0 " STAIR 3 1.1STR3 3/64" = 1'-0" 1 0 '-0 " 3 0 ' 1 0 ' -0 " 1 03 A.3-3 4 01 A.3-3 SLIDING GATE 2 5 ' LOW HEIGHT WALL 1 0 0 '- " 1 A.1-308 1 0 0 '- " 1 0 0 '- " 3 0 '- 0" 2 5 0 '- " OFFICE 1.121 OFFICE 1.120 PRINT ALCOVE 1.117 HALLWAY 1.112 REST. 1.108B FILM CONTROL 1.110D STAIR 4 4 REST. A.1-308 1.108A VEST 1.110F FILM 1.110 A.1-307 STOR 1.110E 3 0 '- 0" 2 5 '-0 " 3 0 '- 0" 3 0 ' 25'-0" 1 0 '-0 " A11 3 0 ' 2 5 '-0 " 3 0 '- 0" 2 5 ' -0 " 3 0' -0 " 2 5 '-0 " 25'-0" 1 0 '-0 " A10 2 5 '-0 " 1 A.2-301 3 0 ' ' 3 0 ' 2 5 1 0 ' -0 " ' 2 5 AL AN AM AP AQ AS 1 2 5 ' A.1-307 2 5 0 '- " 3 0 -' 0" 1 0 0 '- " STAIR 2 1.1STR2 UP SM GRP STUDY 1.106 SM GRP STUDY 1.105 GN RR 1.108 LACT. RM 1.104 SM GRP STUDY 1.118 3 2 5 '-0 " A.1-308 2 1 5 '-0 " STOR A.1-3081.110E 2 FLAT FLOOR 1.101 6 ' 1 5 '-0 " 1 5 '-0 " GREEN ROOM REST. 1.102 JAN 1.102B 1.107 UP STAIR 1 1.1STR1 VEST. 1.101A COMPOSITE FLOOR PLAN - CULINARY - LEVEL 1 25'-0" 5 A.1-303 25'-0" 6 ' 25'-0" CONCRETE CURB 15'-0" 25'-0" 12'-6" A8 A8.5 A9 1 5 0 '- " VEST. 1.101B 1 5 0 '- " 25'-0" 19'-0" 6'-0" 25'-0" A5 A4.8 A4 1 A.1-305 A6 1 A.1-306 283'-2" A7.3 A7 A.1-305 A.1-306 2 A.2-303 1 1 DEMONSTRATION THEATER VIEWING AREA 2.104A 2 5 '-0 " 1 5 '-0 " 1 5 0 '- " 2 5 '-0 " 3 0 '- 0" VEST. All drawings and written material appearing herein constitute original and unpublished work of the 1.101C Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. 1 0 0 '- " 1 0 0 '- " 25'-0" 12'-6" A3 2 / AC.1-101 1 0 0 '- " A2.5 1 0 0 '- " 1 0 0 '- " WARE WASH 2.108C AV 2.105A HALLWAY 2.106 CONTROL RM 2.105 STORAGE 2.104B DEMONSTRATION THEATER KITCHEN 2.104 6 ' 1 5 '-0 " 2 5 '-0 " 1 5 '-0 " 2 5 '-0 " 3 0 '- 0" 2 5 ' AR AT AT.8 AV AU AU.5 AV.5 1 0 0 '- " 1 0 0 '- " 33'-2" 1 / AC.2-101 12'-6" A2 1 0 0 '- " +417'-2" OFFICE 2.108B DRY STOR 2.108A STOR 2.102A STOR 2.107 CLASSROOM 2.102 CLASSROOM 2.101 6 ' 1 5 '-0 " 1 5 '-0 " 2 5 '-0 " 2 5 '-0 " 2 5 ' 3/ 12 ' 2 5 1 0 0 '- " 1 0 0 '- " 1 0 0 '- " 1 0 0 '- " A1 1 0 0 '- " 1 0 0 '- " 1 0 0 '- " 2.1STR1 UPSTAIR 1 CIRCULATION 2.100 PASTRY/ BAKING KITCHEN 2.109 CHOCOLATE/ PACKAGING KITCHEN 2.110 OFFICE 2.110A OFFICE 2.111A DRY STOR 2.109A CLOSET 2.112 ADVANCED SKILLS KITCHEN 2.111 1 5 0 '- " 1 0 0 '- " 1 0 '-0 " PLBG 2.134 FIRE 2.135 HALLWAY 2.133 ERRCS 2.128 GN RR 2.137 SOCIAL MEDIA MAKER 2.138 DRY STOR 2.126A WARE WASH 2.109B MAIN FOOD STOR 2.126 IDF 2.122 POT/PAN WASH 2.111B DINING KITCHEN 2.116A CULINARY DINING 2.116 1 5 -'0 " OUTDOOR DINING 1 5 '-0 " 2 5 '-0 " -0" CO = 1' 64" 1 0 '-0 " 2 0 -' 0" 1 0 '-0 " MV SUBSTATION 2.132 OFFICE 2.127 OFFICE 2.130 STOR 2.131 (COVERED AREA) ELEC 2.136 REFRIG. STOR 2.132A COMPACTOR (CULINARY) ? ? 4 A.2-304 STOR 2.125E GN RR 2.124 STORAGE 2.115 CIRCULATION 2.118 DRY STOR 2.120A WORKFORCE INNOVATION IDEATION KITCHEN 2.120 GN RR 2.119 GN RR 2.117 WARE WASH 2.111C QUEEN 2.144 STOR 2.144B OFFICE 2.142 OFFICE 2.143 STOR 2.114A CHANGING RM 2.125B CHANGING RM 2.125A SHOWER RM 2.125C SHOWER RM 2.125D RR 2.144A RR 2.145A KING SUITE 2.145 HOSPITALITY LOBBY 2.141 FRONT DESK STOR 2.114B OUTDOOR COOKING AREA VESTIBULE 2.114 STOR 2.153A BREAKOUT ROOM 2.153 LOCKER ROOM 2.125 FOOD TRUCK PARKING ROOF ACCESS STOR 2.147 GN RR 2.148 ELEC 2.149 LAUNDRY 2.150 STOR 2.154A BREAKOUT PLAZA STOR 2.155A BREAKOUT ROOM 2.154 STOR 2.156A BREAKOUT ROOM 2.156 BREAKOUT ROOM 2.155 13'-0" 12'-0" 13'-0" OR 9'-3" FLO 17'-9" ITE 5'-0" OS MP 2 5 ' -0 " ' 2 5 1 12 A.3-1 1 A.2-805 2 0 -' 0" 1 0 '-0 " (3) TRUCK BAY PARKING FOR MATERIALS MANAGEMENT AND TRASH TRUCK 2 0 '- 0" 1 / A.2-101B 2 0 '- 0" CP PME 1 / A.2-101A 1 0 0 '- " 2 0 -' 0" 1 A.2-302 1 A.2-806 1 0 0 '- " TRANSFORMER MVSG COMPACTOR (EVENTS) STOR 2.152 1 A.2-303 C5 C6V -E C7 N PLA C8 1 5 ' -0 " TRY IN EN MA BAR 3.102 ' 2 5 HOUSEKEEPING STOR 2.151 C4 ER ENT C ENT 3 3-303 01 A. A.3-3 2 RR GN 3.108 D AY HALLW07 3.1 E SPAC TS EVEN 3.106 ION UNCT PRE-F3.101 ' 2 5 1 0 ' -0 " 1" 25'-1 E8 SOFFIT / ROOF OVERHEAD REVISION LIST # TE ISSUES If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch DATE DATE 8/16/2024 100% CONSTRUCTION DOCUMENTS CALIF OR MITCHELL T. FINE NO. C28295 REN. 8/31/25 OF AC.2-101 D ARCH SE IT EN 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX WWW.WRNSSTUDIO.COM 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O SHEET NO: 9 41 0 7 CALIFORNIA AX AX.5 CA CB CC CD CE CD.7 CF CG CH CJ CK CJ.5 CL CM CL.5 CN CP AW SHEET NOTES 1. COMPOSITE FLOOR PLANS ARE PROVIDED FOR INFORMATIONAL PURPOSES TO CONVEY OVERALL BUILDING LAYOUT AND DRAWING NAVIGATION. SEE SECTOR PLANS FOR SPECIFIC PLAN INFORMATION. SHEET TITLE: COMPOSITE FLOOR PLANS - CULINARYLEVEL 1 .1 SCALE: As indicated PROJECT NO.: 20025.01 .2 .3 ROOF DRAIN ROOF ACCESS HATCH ROOF FALL PROTECTION CABLE KEYPLAN .4 DSA #04-123274-2 INCREMENT #2 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 College of the Desert Desert Community College District SCHEDULED ROOFING PRIMARY BUILDING ENTRY ROOM NAME 2508A ROOM TAG SMOKE BARRIER 3 HR RATED FIRE BARRIER MATCHLINE 2 HR RATED FIRE BARRIER 1 HR RATED FIRE BARRIER NON-RATED PARTITION LEGEND SOFFIT / ROOF OVERHEAD REVISION LIST # ISSUES PALM SPRINGS DEVELOPMENT PROJECT DATE DATE 8/16/2024 100% CONSTRUCTION DOCUMENTS OR CA LI F OF CQ 2 0 '- 0" SERVICE YARD EQUIPMENT, SEE BUILDING ENVIRONMENTS 1 0 0 '- " 1 0 '-0 " 1 0 0 '- " C0 C1 C2 C3 E OFFIC 3.110 VEST. 3.106A VEST. 3.105A C E SPAC TS EVEN 3.105 VEST. 3.104A EB SPAC TS EVEN 3.104 VEST. 3.103A TS EVEN 3.103 EA SPAC ULE TIB VES 24 3.1 ' 2 5 1 01 A.3-3 ' 2 5 ' 2 5 " 48'-0 EA CA " 48'-0 5'-0" 5'-0" 5'-0" DATE C12 5 9'-0" CULINARY - WEST ELEVATION BEHIND SCREEN 1/8" = 1'-0" HIGH ROOF 459'-6" TO ROOF DECK-DATUM AK.2 AK AJ AH.2 AH 4 AG.2 AG AF AE.10 AE.8 A.1-307 AE AD AC AB WALL ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) AA WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS WA-2A METAL PANEL RAINSCREEN PANELS AT ROOF SCREEN WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS 5'-0" 2'-6" 3'-4" 3'-4" GL-01 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" MT-03 5'-0" 5'-0" 1'-0" 2'-8" 2'-8" AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD 1/8" = 1'-0" AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD C9 CP C8 3'-4" 2'-6" 5'-0" 6'-4" CW-1 CA CM CB 4 A.2-301 CL.5 CC 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" SCRN-01 WA-8 PAINTED ALUMINUM SLAT FENCE SYSTEM CW-3A GL-01 CW-3A 6 5'-0" GL-01 LEVEL 1 - CUL 420'-0" 5'-0" OD-01 - EXTERIOR FRAMELESS INSULATED SCRN-01 MULTI-PANEL SLIDING WINDOWS, MOTORIZED 7 1/8" = 1'-0" 5'-0" 5'-0" CD CC.4 VEST. 9'-0" 5 A.1-303 9'-0" 6 ' 1 5 '-0 " 6 ' FLAT FLOOR 6 ' 6 ' 6 ' 1 5 '-0 " 1 5 '-0 " FORMED METAL COPING MT-05 1 5 '-0 " DATE EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) FOR METAL PANEL COLORS, SEE A.0-900 SCRN-01 SEE SHEET A.0-845 FOR DETAILS AA SCRN-01 ACCELERATOR - EAST ELEVATION 1/8" = 1'-0" WA-5A CUSTOM TERRACOTTA PANEL RAINSCRN SYSTEM (EVENTS CENTER ONLY), SEE A.0-861 FOR PATTERN AY AX.5 WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM AX AX.5 FASCIA PANELS 6 EQ SPACES AX WA-7 LARGE FORMAT METAL PANEL FOR METAL PANEL COLORS, SEE A.0-900 LEVEL 2 - ACC 433'-0" SCRN-01 SEE SHEET A.0-845 AESS "TREE" COLUMN WITH FOR DETAILS CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A SCRN-01 CW-3A PRECAST CONCRETE COPING, MU-01 • • • LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" A.1-307 AV CALIF AU.5 AU AT.8 3 1 AT A.1-801 AS A.1-307 4 AR 1 AQ A.1-802 AESS COLUMN WITH CAST TAPERS, SSD. PROVIDE 1HR INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 PRECAST CONCRETE COPING, MU-01 MT-01 O ACCELERATOR - WEST ELEVATION MANUAL ALUMINUM SLAT GATE AND FENCE MT-05 TC-01 FOR NOTES THIS AREA SEE 3 / A.1-306 1/8" = 1'-0" 3 AL AK.2 AK A.1-307 AJ 1 A.1-803 AH.2 AH AG.2 AG 2 AP A.1-308 AN A.1-802 T = SAFETY GLAZING PER CBC AM HIGH ROOF 459'-6" AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A TO ROOF DECK-DATUM 449'-0" 100% CONSTRUCTION DOCUMENTS GL-04A FORMED METAL COPING MT-05 DATE 08/16/2024 BACKCHECK 1 02/21/2025 BACKCHECK 2 04/11/2025 2'-10" 5'-0" 2'-6" 3'-4" 2'-6" 5'-0" 3'-4" 3'-4" 2'-6" 5'-0" 2'-6" GL-04 T T T T T T T T T T 5'-10" 4'-10" LEVEL 2 - ACC 433'-0" T LEVEL 2 - ACC TO SLAB 431'-6" GL-04A # REVISION LIST 4 A GENERAL COORDINATION DSA BACKCHECK 1 20 A.0-851 DATE 09/30/2024 02/21/2025 MT-01 2'-0" 4'-11" 2'-6" 5'-0" 2'-6" 3'-4" GL-01 GL-02 - SPANDREL GLASS T GL-04 - IGU WITH LAMINATED INTEGRAL METAL MESH LAYER ACCELERATOR - WEST ELEVATION MANUAL ALUMINUM SLAT GATE AND FENCE MT-05 CW-3A 3'-4" 5'-0" 3'-4" 5'-0" FOR NOTES THIS AREA SEE 3 / A.1-306 GL-01 T CW-3A MU-01 TC-01 MT-03 CW-3A FOR NOTES THIS AREA SEE 3 / A.1-306 STL PICKET GUARDRAIL, 1/2"X2", 4"O.C., PTD CORBEL COURSES, MU-01 LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" AESS COLUMN WITH CAST TAPERS, SSD. PROVIDE 1HR INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 PRECAST CONCRETE COPING, MU-01 1 AQ 2 AP A.1-308 AN A.1-802 2363 Tahquitz Canyon Way, Palm S INCREMENT T = SAFETY GLAZING PER CBC AM AM 3 AL AK.2 AK A.1-307 AJ 1 A.1-803 AH.2 AH AG.2 AG 3 4 A.1-803 A.1-307 AF AE.10 AE.8 2 AE A.1-803 DSA #04-123274-2 AD AC AB AA KEYPLAN HIGH ROOF 459'-6" AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A GL-01 MU-01 ACCESS DOOR BOLLARD CW-3A 2'-9" 3'-10" CW-1 CA C12 AZ 5'-0" AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD SCRN-01 SEE SHEET A.0-845 FOR DETAILS FOR NOTES THIS AREA SEE 4 / A.1-306 HIGH ROOF 459'-6" AESS COLUMN WITH CAST TAPERS, SSD. PROVIDE 1HR INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 MT-01 PRECAST CONCRETE COPING, MU-01 TO ROOF DECK-DATUM 449'-0" TO ROOF DECK-DATUM 449'-0" GL-04A 2'-10" 5'-0" 2'-6" 3'-4" 2'-6" 5'-0" 3'-4" 3'-4" 2'-6" 5'-0" CW-2 BEYOND 2'-6" GL-04 T T T T T T T T T T 5'-10" 4'-10" PROJECT NO.: 20025.01 LEVEL 2 - ACC 433'-0" T LEVEL 2 - ACC LEVEL 2 - ACC TO433'-0" SLAB 431'-6" LEVEL 2 - ACC TO SLAB 431'-6" GL-04A MT-01 2'-0" 4'-11" 2'-6" 5'-0" 2'-6" 3'-4" GL-01 T 4 5'-0" 3'-4" 5'-0" FOR NOTES THIS AREA SEE 3 / A.1-306 GL-01 CW-3A MT-03 CW-3A 4 PALM SPRINGS DEVELOPMENT PROJECT College of the Desert ACCELERATORDesert - WEST ELEVATION Community College District LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" 1/8" = 1'-0" T T T EQ T GL-05 AF AE.10 AE.8 2 AE A.1-803 4'-8" TYP ACCESS DOOR BOLLARD GL-01 T +2'-2 1/8" GL-01 GL-01 T T GL-05 +414'-0" EQ CW-1 CW-2 PLANTING AREA +413'-0" +411'-9 7/8" CW-1 DASHED LINE INDICATES WALL EXTENDS BELOW GRADE MU-01 6 AS.0-103 AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" SHEET NO: CW-2 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch DSA #04-123274-2 AD AC AB AA KEYPLAN HIGH ROOF 459'-6" AESS COLUMN WITH CAST TAPERS, SSD. PROVIDE 1HR INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 MT-01 PRECAST CONCRETE COPING, MU-01 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" TO ROOF DECK-DATUM 449'-0" LEVEL 2 - ACC LEVEL 2 - ACC TO433'-0" SLAB 431'-6" LEVEL 1 - CUL 420'-0" MU-01 AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD SHEET NO: 4 A.2-301 PALM SPRINGS DEVELOPMENT PROJECT 4 C10 C9 C8 C7 CB EQ CC KEYPLAN 1 GL-05 GL-01 GL-01 GL-01 T T GL-05 +414'-0" EQ CW-1 CW-2 PLANTING AREA SCALE: As indicated West Elevation - Accelerator ACCESS DOOR BOLLARD T +2'-2 1/8" T ACCELERATOR - WEST ELEVATION INCREMENT #2 CA T 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 1/8" = 1'-0" AZ T College of the Desert 1/8" = 1'-0" Desert Community College District CULINARY - WEST ELEVATION BEHIND SCREEN C6 T 4'-8" TYP SHEET TITLE: BUILDING ELEVATIONS ACCELERATOR FOR NOTES THIS AREA SEE 4 / A.1-306 DSA #04-123274-2 C11 PROJECT NO.: 20025.01 STRUCTURAL FRAMING, SSD GL-01 LEVEL 1 - CUL 420'-0" CW-3A LEVEL DEMO KITCHEN 416'-6" CW-2 BEYOND MECH - CUL 439'-6" 5'-0" MT-03 GL-01 CW-3A 2 +413'-0" +411'-9 7/8" CW-1 DASHED LINE INDICATES WALL EXTENDS BELOW GRADE MU-01 6 AS.0-103 AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" SHEET NO: CW-2 All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. A.1-302 If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch A.2-304 1 A.2-803 TO ROOF DECK-DATUM 449'-0" TO ROOF DECK-DATUM 449'-0" GL-01 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" GL-01 5'-0" GL-01 MECH - CUL 439'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 10'-0" SCRN-01 5'-0" MECH - CUL 439'-6" 5'-0" 5'-0" 5'-0" 5'-0" MU-01 2'-9" 3'-10" 5'-0" 5'-2" GL-01 CW-3A PROJECT NO.: 20025.01 SCALE: As indicated MT-03 GL-01 MT-03 MT-03 9'-0" 4'-8" 1'-9" ENTRY LEVEL DEMO 418'-0" HOSE BIBB, SPD PLUMBING DRAIN OUTLET LEVEL 1 - CUL 420'-0" MU-01 MU-01 CW-3A CW-3A PRECAST CONCRETE COPING, MU-01 SHEET TITLE: GL-01 STRUCTURAL FRAMING, SSD GL-01 6" 1'-6" 8/16/2024 2:37:46 AM 5'-0" SCRN-01 5'-0" MT-03 GL-01 MECH - CUL 439'-6" 5'-0" GL-01 MU-01 TO ROOF DECK-DATUM 449'-0" MT-03 MT-03 5'-0" 6'-7" LEVEL 1 - CUL 420'-0" GL-01 ENTRY LEVEL DEMO 418'-0" LEVEL 1 - CUL 420'-0" BUILDING ELEVATIONS CULINARY ENTRY LEVEL DEMO 418'-0" SCRN-01 CW-3A LEVEL DEMO KITCHEN 416'-6" CW-3A 5 CULINARY - WEST ELEVATION BEHIND SCREEN 1/8" = 1'-0" SCALE: As indicated SHEET TITLE: BUILDING ELEVA ACCELERATOR FOR NOTES THIS AREA SEE 4 / A.1-306 STL PICKET GUARDRAIL, 1/2"X2", 4"O.C., PTD CORBEL COURSES, MU-01 INCREMENT #2 3 A.1-803 A.1-307 3'-4" T MU-01 SCRN-01 SEE SHEET A.0-845 FOR DETAILS FOR NOTES THIS AREA SEE 4 / A.1-306 GL-01 MT-03 GL-01 BUILDING ELEVATIONS CULINARY LEVEL 1 - CUL 420'-0" ENTRY LEVEL DEMO 418'-0" A.2-802 09/30/2024 02/21/2025 PALM SPRIN DEVELOPME PROJECT College of the Desert Desert Community Colleg GL-05 - VISION GLAZING AT LONG SPAN SYSTEM T FOR EXT FINISH SCHEDULE SEE A.0-900 4 A.1-802 GENERAL COORDINATION DSA BACKCHECK 1 GL-04 - IGU WITH LAMINATED INTEGRAL METAL MESH LAYER GL-04a - GL-04 1/8" =WITH 1'-0"SHADOWBOX AR REVISION LIST GL-03 - FIRE RATED GLAZING GL-04a - GL-04 WITH SHADOWBOX FASCIA PANELS 3 EQ SPACES UON A OF GL-03 - FIRE RATED GLAZING 3 # 4 A GL-02 - SPANDREL GLASS T 2 AV.5 NI E ISSUES GL-01a - GL-01 WITH SHADOWBOX MU-01 6 CULINARY - SOUTH ELEVATION BEHIND SCREEN 1/8" = 1'-0" 7 CULINARY - EAST ELEVATION BEHIND SCREEN 1/8" = 1'-0" All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. SHEET NO: O GL-01a - GL-01 WITH SHADOWBOX LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" CW-1 FULLY CAPTURED CURTAIN WALL CW-2 LONG SPAN CURTAIN WALL SYSTEM CW-3A & 3B 2-SIDED SSG CURTAIN WALL GL-01 - VISION GLAZING PRECAST CONCRETE COPING, MU-01 MU-01 GLAZING ASSEMBLIES LEGEND CURTAINWALL ASSEMBLIES ARE DESIGNATED "CW-X" AND DEFINED ON SHEET A.0-801. SEE SPECIFICATION 08 8000 FOR GLAZING BELOW LEVEL 2 - ACC TO SLAB 431'-6" CALIF MU-01 20 A.0-851 CW-3A GL-01 - VISION GLAZING PRECAST CONCRETE COPING, MU-01 1/8" = 1'-0" WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) OF BACKCHECK 2 CW-1 FULLY CAPTURED CURTAIN WALL CW-2 LONG SPAN CURTAIN WALL SYSTEM CW-3A & 3B 2-SIDED SSG CURTAIN WALL FOR EXT FINISH SCHEDULE SEE A.0-900 1 A.1-303 AW ED ARCHI T NS MITCHELL T. FINE SCRN-01NO. C28295 SEE SHEET A.0-845 REN. 8/31/25 FOR DETAILS WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) TO ROOF DECK-DATUM 449'-0" • • • WWW.WRNSSTUDIO.COM 2 A.1-801 WA-8 ALUMINUM FENCE SYSTEM MT-01 LEVEL 2 - ACC TO SLAB 431'-6" ISSUES 100% CONSTRUCTION DOCUME BACKCHECK 1 GL-05 - VISION GLAZING AT LONG SPAN SYSTEM R FASCIA PANELS 5 EQ SPACES GAP BETWEEN BUILDINGS GLAZING ASSEMBLIES LEGEND CURTAINWALL ASSEMBLIES ARE DESIGNATED "CW-X" AND DEFINED ON SHEET A.0-801. SEE SPECIFICATION 08 8000 FOR GLAZING BELOW ACCELERATOR - WEST ELEVATION 2 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 . 3 5 8. 91 0 0 FAX WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN MU-01 LEVEL 1 - CUL 420'-0" ENTRY LEVEL DEMO 418'-0" AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS WA-4 CEMENT PLASTER SYSTEM AZ PRECAST CONCRETE COPING, MU-01 MU-01 MU-01 LEVEL 1 - ACC WA-2A METAL PANEL RAINSCREEN 416'-0" PANELS AT ROOF SCREEN 5 LEVEL 1 - ACC 416'-0" PRECAST CONCRETE COPING, MU-01 CW-3A PRECAST CONCRETE COPING, MU-01 WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS HIGH ROOF 459'-6" LEVEL 2 - ACC 433'-0" LEVEL 2 - ACC 433'-0" SCRN-01 SEE SHEET A.0-845 AESS "TREE" COLUMN WITH FOR DETAILS CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A SCRN-01 CW-3A 9'-0" AB E WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) MECH - CUL 439'-6" 9'-0" AC ED ARCHI T NS MITCHELL T. FIN NO. C28295 REN. 8/31/25 WA-8 ALUMINUM FENCE SYSTEM TO ROOF DECK-DATUM 449'-0" WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) LIC E AD WWW.WRNSSTUDIO.COM WA-7 LARGE FORMAT METAL PANEL MT-01 TO ROOF DECK-DATUM 449'-0" 9'-0" AE 9'-0" 6 ' 1 5 -'0 " 1 5 '-0 " 1 5 '-0 " MT-01 AF AE.10 AE.8 A.1-307 TO ROOF DECK-DATUM 449'-0" AS A.1-307 FASCIA PANELS 3 EQ SPACES UON 4 AG.2 AG 1/8" = 1'-0" 1 AT AH.2 AH 9'-0" 1 5 -'0 " 1 5 -'0 " 19'-0" 9'-0" A 3 A.1-801 AJ 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 . 3 5 8. 91 0 0 FAX WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM AX GAP BETWEEN BUILDINGS GAP BETWEEN BUILDINGS MT-01 AX.5 FASCIA PANELS 6 EQ SPACES 9'-0" AX AX.5 1 0 -'0 " 1 5 -'0 " 1 0 '-0 " 12'-6" 25'-0" LIC E 25'-0" 1 25'-0" 25'-0" 150'-0" A6 NI R 10'-0" 25'-0" AU AT.8 AK TO ROOF DECK-DATUM 449'-0" MECH - CUL 439'-6" If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch CB AU.5 PV ARRAY A.2-305 TO ROOF DECK-DATUM 449'-0" PROJECT NO.: 20025.01 SHEET TITLE: 1/8" = 1'-0" CC AV AK.2 CK 1 5'-2" GL-01 CULINARY - EAST ELEVATION BEHIND SCREEN All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. CD.7 GL-01 CW-1 AESS "TREE" COLUMN ENTRY LEVEL DEMOWITH CUSTOM CAST NODES, 418'-0" INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD - WEST ELEVATION CULINARY - SOUTH ELEVATION BEHIND SCREEN 3 CULINARY 1/8" = 1'-0" CE CL 3 SCALE: As indicated CORBEL COURSES, MU-01 PTD ALUM SLAT INFILL MANUALPRECAST SWING GATE, AESS CONCRETE BACK UPCOPING, STR W/ HIGH MU-01 PERFORMCANCE COATING SSD MU-01 EVENT CENTER CL.5 MECH - CUL 439'-6" 5'-0" GL-01 MT-03 STRUCTURAL FRAMING, SSD A.1-307 DATE AM CJ AY FASCIA PANELS 5 EQ SPACES MT-03 GL-01 5'-0" 10'-0" GL-01 LEVEL 1 - CUL 420'-0" CJ.5 TO ROOF DECK-DATUM 449'-0" MT-03 5'-0" CK KEYPLAN 3 A.2-801 2 AV.5 8/16/2024 A.2-801 20 A.0-851- CUL MECH 439'-6" 5'-0" DSA #04-123274-2 1 A.2-305 1 A.2-804 1 A.1-303 CJ.5 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 CL FASCIA PANELS 3 EQ SPACES UON TO ROOF DECK-DATUM 449'-0" 5'-0" MT-03 GL-01 3 GL-05 - VISION GLAZING AT LONG SPAN SYSTEM AZ CA 10" WALL ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) ACCELERATOR - WEST ELEVATION 2 FOR EXT ASSEMBLIES LEGEND SEE SHEET A.0-801 FOR EXT FINISH SCHEDULE SEE A.0-900 MU-01 MT-03 GL-01 5'-0" GL-04 - IGU WITH LAMINATED INTEGRAL METAL MESH LAYER GL-04a - GL-04 WITH SHADOWBOX INCREMENT #2 AZ FASCIA PANELS 5 EQ SPACES GL-01 GL-03 - FIRE RATED GLAZING LEVEL 1 - CUL 420'-0" ENTRY LEVEL DEMO 418'-0" AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 SCRN-01 SEE SHEET A.0-845 FOR DETAILS REVISION LIST GL-02 - SPANDREL GLASS CW-3A College of the Desert Desert Community College District 1/8" = 1'-0" A.2-801 MT-01 1 / A.1-101E 1 0 -'0 " CW-3A # GL-01a - GL-01 WITH SHADOWBOX LEVEL 1 - CUL 420'-0" DASHED LINE INDICATES EXENTS OF BUILDING BEYOND CULINARY - WEST ELEVATION BEHIND SCREEN 2 CN FASCIA PANELS 4 EQ SPACES A.2-803 5'-0" PALM SPRINGS DEVELOPMENT PROJECT LEVEL 1 - CUL 420'-0" CORBEL COURSES, MU-01 C6 GL-01 - VISION GLAZING GL-01 GL-01 O • CW-1 FULLY CAPTURED CURTAIN WALL • CW-2 LONG SPAN CURTAIN WALL SYSTEM • CW-3A & 3B 2-SIDED SSG CURTAIN WALL SCRN-01 5 A.2-301 BEHIND SCREEN 2'-6" 3'-10" CW-3A MT-03 4 C7 1 MECH - CUL 439'-6" MECH - CUL 439'-6" 5'-0" PRECAST CONCRETE STRUCTURAL COPING, MU-01 FRAMING, SSD 5'-0" GL-01 CW-3A CULINARY - WEST ELEVATION C10 CQ C11 5'-0" GL-01 3'-4" 2'-6" 3'-4" LEVEL 1 - CUL 420'-0" CA LI F AW A.1-801 15'-0" 5'-0" MT-03 5'-0" 2 AX 100% CONSTRUCTION DOCUMENTS GLAZING ASSEMBLIES LEGEND ALSO SEE SPECIFICATION 08 8000 AZ 7'-4" 2'-6" 3'-4" GL-01 PRECAST CONCRETE COPING, MU-01 MU-01 AL3 A.1-307 WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN WA-5A CUSTOM TERRACOTTA PANEL RAINSCRN SYSTEM (EVENTS CENTER ONLY), SEE A.0-861 FOR PATTERN AY 8'-4" TYP 12'-0" 5'-0" OF ISSUES FOR METAL PANEL COLORS, SEE A.0-900 AESS, INTUMESCENT MU-01 FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD CW-3A PRECAST CONCRETE COPING, MU-01 1 5 '-0 " 2'-6" 3'-4" SCRN-01 1 5 '-0 " 5'-0" 6'-0" A5 A4.8 A.1-305 1 EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) TO ROOF DECK-DATUM 449'-0" TO ROOF DECK-DATUM 449'-0" ED ARCHIT NS E WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) GAP BETWEEN ACCELERATOR AND CULINARY BUILDING GAP BETWEEN BUILDINGS SCRN-01 SEE SHEET A.0-845 FOR DETAILS 4 A.1-302 AM CA 1 5 '-0 " 3'-4" AY 1 / AC.2-101 1 0 -'0 " A2.5 A3 A4 LIC E A.2-305 2 PV ARRAY A.2-802 1 AZ CW-3A MITCHELL T. FINE NO. C28295 AX.5 REN. 8/31/25 WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) 3 2 A.2-306 A.2-306 West Elevation - Culinary Institute 4'-8" MU-01 CW-3A AZ AN 3/64" = 1'-0" 2 5'-0" SCRN-01 5'-0" CA AP PART FLOOR PLAN - ACCELERATOR - LEVEL 1 CW-1 AZ 3'-4" MU-01 CW-3A ENTRY LEVEL DEMO 418'-0" HOSE BIBB, SPD PLUMBING DRAIN OUTLET 5'-0" CB A.1-308 MECH - CUL 439'-6" 12'-6" MECH - CUL 439'-6" MT-03 ACCESS DOOR BOLLARD GL-01 1'-6" 8/16/2024 2:37:46 AM ADE GR IT RIOR SOFF EXTEW OOD E8 04/11/2025 MU-01 5'-0" CC TO ROOF DECK-DATUM 449'-0" AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD 20 A.0-851 2'-7 1/2" GL-01 SF-5 1" 25'-1 E7 08/16/2024 6" 5'-0" CC.4 A.2-801 CW-3A GL-01 1'-9" 5'-0" 1 A.2-305 3 CD MT-03 9'-0" 5'-0" CK ACOUSTICAL SCREEN TO ROOF DECK-DATUM 449'-0" MECH - CUL 439'-6" 5'-0" CL 1 A.2-802 4'-8" 5'-0" CL.5 2 A.2-305 FASCIA PANELS 3 EQ SPACES UON CD.7 A7.3 A7 3 A.2-801 CE AY 1/8" = 1'-0" A8 A.2-305 1 A.2-804 CF 1 AQ 10" ACCELERATOR - EAST ELEVATION 5 WWW.WRNSSTUDIO.COM 9'-0" FASCIA PANELS 3 EQ SPACES UON CG AR MT-01 MU-01 5 01 SECOND STREET 416'-0" 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX WA-8 ALUMINUM FENCE SYSTEM CH CJ A.2-304 MT-03 A CJ.5 CJ.5 1 5'-0" WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM FOR EXT ASSEMBLIES LEGEND SEE SHEET A.0-801 FOR EXT FINISH SCHEDULE SEE A.0-900 CJ CK AS A.1-307 8'-4" TYP LEVEL 1 - ACC WA-5A CUSTOM TERRACOTTA PANEL RAINSCRN SYSTEM (EVENTS CENTER ONLY), SEE A.0-861 FOR PATTERN GL-05 - VISION GLAZING AT LONG SPAN SYSTEM 3/64" = 1'-0" CJ.5 1 CL 2 6'-7" WA-4 CEMENT PLASTER SYSTEM WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN GL-04a - GL-04 WITH SHADOWBOX WA-7 LARGE FORMAT METAL PANEL 4 A.2-301 LEVEL 2 - ACC 433'-0" WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS LEVEL 1 - CUL 420'-0" GL-04 - IGU WITH LAMINATED INTEGRAL METAL MESH LAYER A.1-306 1 CL.5 AX.5 WA-2A METAL PANEL RAINSCREEN PANELS AT ROOF SCREEN MECH - CUL 439'-6" GL-03 - FIRE RATED GLAZING 1 AT LEVEL 2 - ACC TO SLAB 431'-6" WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS DATE TO ROOF DECK-DATUM 449'-0" GL-02 - SPANDREL GLASS CW-3A CULINARY - WEST ELEVATION - OVERALL A.2-802 20 A.0-851 REVISION LIST # GL-01a - GL-01 WITH SHADOWBOX SCRN-01 DASHED LINE INDICATES EXENTS OF BUILDING BEYOND CW-3A 2 AW AV.5 A.1-307 AV AU.5 AU AT.8 3/64" = 1'-0" A8.5 3'-0" GL-01 - VISION GLAZING AZ 3 A.1-302 2 CB CA AX.5 AX 7'-4" CC CB 9'-0" CC.4 CC.4 CC 4'-8" CD CD 4/11/2025 1:47:12 AM 1/8" = 1'-0" CD.7 CE CD.7 1'-6" A.3-301 EVENT CENTER • CW-1 FULLY CAPTURED CURTAIN WALL • CW-2 LONG SPAN CURTAIN WALL SYSTEM • CW-3A & 3B 2-SIDED SSG CURTAIN WALL CF 5 A.2-301 BEHIND SCREEN CW-1 CM GL-01 OD-01 - EXTERIOR FRAMELESS INSULATED MULTI-PANEL SLIDING WINDOWS, MOTORIZED CULINARY - WEST ELEVATION If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch 2 A.2-301 CG LEVEL 1 - CUL 420'-0" CW-1 AESS "TREE" COLUMN WITH CUSTOM CAST NODES, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD CH AY 2 A.1-302 10" ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) GLAZING ASSEMBLIES LEGEND ALSO SEE SPECIFICATION 08 8000 MECH - CUL 439'-6" CJ L1 - Accelerator 10" ACCELERATOR - WEST ELEVATION 1 DATE 8/16/2024 EVENTS CENTER GL-01 CORBEL COURSES, MU-01 PTD ALUM SLAT INFILL MANUAL SWING GATE, AESS BACK UP STR W/ HIGH PERFORMCANCE COATING SSD CK CJ.5 2'-8" 2'-8" 3/ BAR 3.102 FA BUILDING ELEVATIONS EVENT CENTER GL-01 GL-01 West Elevation - Event Center 02/21/2025 AL3 A.1-307 5'-11" SHEET TITLE: CL GL-01 C TED SCALE: 1/8" = 1'-0" WA-8 PAINTED ALUMINUM SHEET NO: SLAT FENCE SYSTEM CM CL.5 AZ O 10'-0" MU-01 20 A.0-851 LEVEL 1 - EVENTS 422'-6" TC-02 CA LI F 100% CONSTRUCTION DOCUMENTS 1'-6" FASCIA PANELS 5 EQ SPACES MT-01 OF ISSUES 9'-11" A.2-801 PROJECT NO.: 20025.01 FA ION UNCT PRE-F3.101 2 TO HIGH ROOF - EVENTS 452'-6" TO ROOF DECK EVENTS 442'-6" 6'-4" 3 A.2-301 CN 2'-6" 3'-10" CW-3A FASCIA PANELS 4 EQ SPACES E WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) 9'-0" FA FA 5'-0" CP TO ROOF DECK-DATUM 449'-0" 100% CONSTRUCTION DOCUMENTS GENERAL COORDINATION DSA BACKCHECK 1 PRECAST CONCRETE COPING, MU-01 1'-0" 3'-4" 2'-6" MT-03 CN ED ARCHIT NS MITCHELL T. FINE NO. C28295 REN. 8/31/25 WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) 9'-0" 5'-0" CORBEL COURSES, MU-01 CP AZ 5'-11" FA AESS, INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD CA 10'-0" 3'-4" 1/8" = 1'-0" 3'-6" " 31'-6 2'-6" 3'-4" CB 9'-11" 5'-0" GL-01 CQ 4'-8" 3'-4" 2'-6" 3'-4" CC 3'-8" 5'-0" CC.4 GAP BETWEEN ACCELERATOR AND CULINARY BUILDING C FL1'-0E" RE = 64" 2'-6" 3'-4" INCREMENT #2 CULINARY - WEST ELEVATION DSA #04-123274-2 GL-01 DATE 4 A.1-302 AM 3/64" = 1'-0" LEVEL 2 - ACC TO SLAB 431'-6" WWW.WRNSSTUDIO.COM NI CEN EVE 5'-0" CD A.2-305 2 20 2'-6" 3'-4" INTUMESCENT 2363 Tahquitz Canyon Way, Palm Springs,AESS, CA 92262 FIREPROOFING W/ HIGH PERFORMANCE COATING, SSD E 5'-0" 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN A.2-802 MT-03 ILIN 3'-4" College of the Desert Desert Community College District PC-01 3 WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS FOR METAL PANEL COLORS, SEE A.0-900 LA GP 4'-8" 3'-8" FA FA 2 WA-2A METAL PANEL RAINSCREEN PANELS AT ROOF SCREEN TO ROOF DECK-DATUM 449'-0" KEYPLAN All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. AZ A NI R RR GN 3.108 PALM SPRINGS DEVELOPMENT PROJECT 3'-4" MU-01 CD.7 1 A.2-306 A.2-306 MT-03 BACKCHECK 1 4 A WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS 3 2 NT FA FA AY HALLW07 3.1 D E SPAC TS EVEN 3.106 20 A.0-851 2'-7 1/2" LEVEL 1 - EVENTS 422'-6" CE ACOUSTICAL SCREEN N- FA VEST. 3.106A FA C E SPAC TS EVEN 3.105 TO ROOF DECK EVENTS 442'-6" O REVISION LIST AZ WA-7 LARGE FORMAT METAL PANEL CF 2 A.2-305 1 GL-01 # CA WA-8 ALUMINUM FENCE SYSTEM CG A.2-802 5'-0" BACKCHECK 2 CB WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM MT-03 ISSUES CC.4 CC WA-5A CUSTOM TERRACOTTA PANEL RAINSCRN SYSTEM (EVENTS CENTER ONLY), SEE A.0-861 FOR PATTERN A CALIF CD WA-4 CEMENT PLASTER SYSTEM NI OF CE CD.7 LEVEL 1 - CUL 420'-0" R E AN LEVEL 2 - ACC 433'-0" 12'-0" LIC E CH FASCIA PANELS 3 EQ SPACES UON CE MITCHELL T. FINE NO. C28295 REN. 8/31/25 CF TER E OFFIC 3.110 CJ TO HIGH ROOF - EVENTS 452'-6" CQ FA 5" 205'- E6 CURVED SURFACE (CW) SEE PLAN FOR DIMENSIONS 2 A.2-301 CG R ING MB PLU 11 3.1 RVICE E SE FIR 3.130 RR GN 3.112B C RM ELE MV 3.113 FA CJ.5 E1 CW-3B MT-03 CH MECH - CUL 439'-6" 3/64" = 1'-0" PC-01 GL-01 CJ CULINARY - WEST ELEVATION - OVERALL CP-01 CW-3B COLUMN COVER, MT-01 ED ARCHI T NS 1 LANDSCAPE AREA IN FOREGROUND GL-01 GL-01 MT-01 CK CJ.5 TO ROOF DECK-DATUM 449'-0" EVENTS CENTER LEVEL 1 - EVENTS 422'-6" VEST. 3.105A FA FA EB SPAC TS EVEN 3.104 EA SPAC TS EVEN 3.103 FORMED METAL COPING CL ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) GL-01a - GL-01 WITH SHADOWBOX MT-03 FORMED METAL COPING CM CL.5 CULINARY BUILDING 1/8" = 1'-0" LIC E RR GN 3.112A FA IDF 3.117 SH WA RE WA 3.121B AY HALLW 15A FA3.1 AN CLE 3.121A AY HALLW15 3.1 FA CHEN T KIT EVEN 3.121 VEST. 3.103A FA ULE TIB VES 24 3.1 VEST. 3.104A FA FA EQUIP 3.132 RFA RRIDO 3.126 R STO DRY 28 CL 3.1 JAN 3.127 CO FA OM RO EEN GR 3.125 " 31'-6 C RM ELE 16 3.1 FA TER PLAS NT CP-01 ME - CE TCH SF-1 IT, MA SOFF REST 3.125A " 18'-6 " 15'-9 " 30'-0 " 14'-3 6 E2. E3 " 20'-0 E4 E5 5'-0" ACCESS DOOR BOLLARD TER PLAS NT CP-01 ME - CE TCH SF-1 IT, MA SOFF OF RO R. / STO CESS AC 18 3.1 S OD GO DRY 21C 3.1 EF EF.5 2" " 6'12'-4 1 E1. 2'-10" GL-01 GL-01 ER LOCK12 3.1 ED ALIGN EE 8'-0" 12'-0" ' 2 5 E1 E.2 E1.1 4 A.0-833 CO-01 CONTINUES BEHIND LANDSCAPE AP LIC E EC ' 2 5 3/ 8/16/2024 3:34:03 AM LINE INDICATES END OF WA-8 FENCE IN FOREGROUND CN FOR EXT ASSEMBLIES LEGEND SEE SHEET A.0-801 FOR EXT FINISH SCHEDULE SEE A.0-900 FA ' 2 5 ' 2 5 1 0 ' -0 " EB ' 2 5 M -0" CO = 1' 64" 10 E8 2 A.3-801 CP 1 4/11/2025 1:47:12 AM LAN FP OO ER IT POS 03 A.3-3 D ARCH SE IT EN 1 0 0 '- " the eer. rk of Engin ed wo itect/ blish Arch unpu t of and consen ginal ut te ori d witho nstitu se n co disclo hereiused or ng , ari appe plicated terial be du n may not writte ma and r and 150'-0" wings ginee En All draitect/ Arch 15'-0" 30'-0" 12'-6" 9'-6" 13'-0" 21'-1" RVICE E SE FIR 3.130 ING MB PLU 11 3.1 RR ER GN 12A 3.1 LOCK12 3.1 AY HALLW15 3.1 MV C RM ELE 16 3.1 C RM ELE 3.113 IDF 3.117 RR GN 3.112B OF RO R. / STO CESS AC 18 3.1 S OD GO DRY 21C 3.1 SH WA RE WA 3.121B AY HALLW 3.115A AN CLE 3.121A R STO DRY 28 3.1 R RRIDO CO 3.126 ' 2 5 ' 2 5 " 31'-6 E5 5" 205'" 31'-6 E6 NT E VE 1 EA Y AR ARRAPANELS 208 PV 1 MITCHELL T. FINE NO. C28295 REN. 8/31/25 WWW.WRNSSTUDIO.COM 1 0 ' -0 " 4 03 A.3-8 2 01 A.3-3 CHEN T KIT EVEN 3.121 EQUIP 3.132 REST 3.129 S ERRC 3.131 REST 3.125A OM RO EEN GR 3.125 " 15'-9 " 30'-0 " 14'-3 " 20'-0 E4 CEN TER 03 A.3-3 2 3 01 A.3-3 2 EA Y AR ARRAPANELS 250 PV 1 01 A.3-3 " 31'-6 5" 205'- 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX SHEET NOTES EA EB EC ED EE EF EF.5 1 0 ' -0 " E1 " 18'-6 2" " 6'12'-4 1 E1. E.2 6 E2. E3 4 03 A.3-8 EA Y AR LS ARRA PV 45 PANE EA Y AR LS ARRA PV 82 PANE 5 6 2 01 A.3-3 1 11 A.3-1 " 31'-6 E6 C12 C11 C10 C9 END LEG RCP PRIM NAME OM A 2508 RO EA EB EC ED EE EF EF.5 " 18'-6 2" " 6'12'-4 E.2 " 15'-9 " 30'-0 6 E2. " 14'-3 E3 " 20'-0 TE 1 3-10 AC. 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SEE ginal its ori from isede inch en rev on s beequal to FLOOR PLANS ARE PROVIDED 1.haCOMPOSITE ng be drawi ouldFOR INFORMATIONAL PURPOSES TO the e sh CONVEY OVERALL BUILDING LAYOUT AND thenThis lin DRAWING NAVIGATION. SEE SECTOR PLANS "x42", . t 30 justed FOR SPECIFIC PLAN INFORMATION. is no be ad wing must s dra s If thited scale No uitz Tahq 2363 ARY BUILD NT ME rin of ity lm Sp mun ay, Pa lege Col Com nyon W ert Ca Des #2 GS PRIN T M S MEN PAL E L O P t DEV JECT ert tric Dis PRO the Des College TRY AD EN ING HE OVER OF RO TAG OM INE TCHL IT / SOFF MA ND 1 HR NO EGE NL PLA # RO ITION PART TED R N-RA RRIE E BA D FIR RATE R RRIE E BA D FIR RATE R 2 HR RRIE E BA FIR D RATE 3 HR R IE BARR OKE SM T LIS SION REVI ES UC ISSU NSTR CO 100% G OFIN D RO BOD DULE - SEE SCHE RIAL TE MA N DRAI OF RO H HATC SS ACCE OF RO DATE DATE 024 8/16/2 NTS CUME N DO TIO LI F CA TE O TA ARCHITEC ED E T. FIN HELL 8295 MITC . C2 1/25 NO 8/3 REN. W WW ET STRE 2 ND E. 40 SECO , ST CO 5 01 FLOOR C I S 0 7 AN 4TH FR IA 9 41 L N TE S A FO RN 2 2 4 X 2 LI 0 FAOM CA . 4 8 9. .C 91 0 4 15 .3 5 8. TUDIO SS 4 15 .WRN E5 E7 S CART LLING 23 RO 3.1 9'-0" R 3 A.3-801 RRIDO 3.109 1 A.3-303 CO S RAGE BEVE 22 3.1 1 A.3-801 E.2 S RAGE BEVE 14 3.1 13 A.0-833 DATE 3 A.2-301 PC-01 AV 3.119 TES " 48'-0 " 23'-0 4 01 A.3-3 " 33'-0 ET " 23'-0 1" 25'-1 " 33'-0 NO " 33'-0 E7 6" 181'- MT-03 4 A.3-803 CQ GL-01 - VISION GLAZING TO ROOF DECK EVENTS 442'-6" PC-01 LANDSCAPE AREA IN FOREGROUND E2.6 REVISION LIST # • CW-1 FULLY CAPTURED CURTAIN WALL • CW-2 LONG SPAN CURTAIN WALL SYSTEM • CW-3A & 3B 2-SIDED SSG CURTAIN WALL 8/16/2024 2:22:37 AM " 33'-0 4'-2" GL-01A GLAZING ASSEMBLIES LEGEND ALSO SEE SPECIFICATION 08 8000 TO HIGH ROOF - EVENTS 452'-6" AM 2:03 4 3:3 /202 8/16 " 33'-0 E4 S CART LLING 23 RO 3.1 6" 181'- E1 CL JAN 3.127 TC-02 FOR METAL PANEL COLORS, SEE A.0-900 FORMED METAL COPING E3 8/16/2024 51'-9 1/2" " 33'-0 8 A.0-831 L1 - Culinary Institue DATE 100% CONSTRUCTION DOCUMENTS 38'-0" E4 FOR PRECAST PANEL LAYOUT DIAGRAM A.1-308 ACCELERATOR - WEST ELEVATION AX.5 43'-9" 1 A.3-802 1 AQ LEVEL 1 - ACC 416'-0" 7'-6" 2 A.3-303 AR /16/2024 11:54:30 AM " 26'-6 CTED REFL AND R FO EY ANS G R PL IDED CONV AW IN R FLOOE PROVES TO D DR PS FO OS UT AN S/RC OSITE AR MP PLAN PURP LAYO PLAN 1. CO LING ATION ING CTOR CE RM BUILD E SE N. INFO ALL N. SE ATIO OVERGATIOINFORM NAVI IFIC SPEC " 33'-0 SHE S RAGE BEVE 22 3.1 R RRIDO CO 3.109 1 E1. CIRCULATION 2.113 S RAGE BEVE 14 3.1 9'-0" ENTRY VEST. 1.162 CIRCULATION 2.146 " 33'-0 9'-0" 1 / A.1-101A JAN 2.140 AV 3.119 9'-0" 1 / A.1-101B LAC 2.139 T = SAFETY GLAZING PER CBC AM AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 STOR 1.101D AN HALLWAY 1.150 " 26'-6 CW-3A 2 A.1-802 HALLWAY 1.103 E5 ISSUES 5'-0" AP HALLWAY 1.119 3 A.3-802 AS WA-4 CEMENT PLASTER SYSTEM O 20 A.0-851 GL-05 - VISION GLAZING AT LONG SPAN SYSTEM 1 TRIO STOR 1.145A EF.5 CO-01 CONTINUES BEHIND LANDSCAPE MT-03 CA LI F MT-03 GL-04a - GL-04 WITH SHADOWBOX A.1-308 OFFICE (TRIO) 1.145 E6 OF WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) EF 4 A.0-833 1 A.1-307 HIGH ROOF 459'-6" GL-03 - FIRE RATED GLAZING GL-04 - IGU WITH LAMINATED INTEGRAL METAL MESH LAYER AQ STOR 1.153A 4 A.1-802 MACH RM 1.168B " 23'-0 AR AESS COLUMN WITH CAST TAPERS, SSD. PROVIDE 1HR INTUMESCENT FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 PRECAST CONCRETE COPING, MU-01 ADR TRACKING 1.167A " 33'-0 LICEN S AS STOR 1.170 " 33'-0 1 A.1-307 HALLWAY 1.165 6" 181'- AT HALLWAY 1.155B " 33'-0 3 A.1-801 12'-6" MT-01 AU AT.8 12'-6" A AU.5 FASCIA PANELS 3 EQ SPACES UON 16'-0" RNI AV 13'-6" FO 2 A.1-307 VEST. 1.178 " 33'-0 AV.5 FOR PRECAST PANEL LAYOUT DIAGRAM AT LEVEL 2 - ACC 433'-0" GL-02 - SPANDREL GLASS 1/8" = 1'-0" HALLWAY 1.195 " 26'-6 1 A.1-303 24'-0" AW SCRN-01 SEE SHEET A.0-845 FOR DETAILS 33'-2" 2 A.1-801 8 A.0-831 2 AW AV.5 A.1-307 AV AU.5 AU AT.8 TO ROOF DECK-DATUM 449'-0" GL-01a - GL-01 WITH SHADOWBOX LEVEL 1 - ACC 416'-0" LEVEL 1 - ACC TO SLAB 413'-10" T AX EE E WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) MT-01 TC-02 3 A.1-302 AX.5 AX ED ARCHIT NS MITCHELL T. FINE NO. C28295 REN. 8/31/25 MU-01 FOR EXT FINISH SCHEDULE SEE A.0-900 AX.5 41'-2" 1/8" = 1'-0" ED GL-01 CW-3B CW-1 FULLY CAPTURED CURTAIN WALL CW-2 LONG SPAN CURTAIN WALL SYSTEM CW-3A & 3B 2-SIDED SSG CURTAIN WALL GL-01 - VISION GLAZING PRECAST CONCRETE COPING, MU-01 MU-01 25'-0" ACCELERATOR - EAST ELEVATION Main Educational Space Secondary Educational Space ACCELERATOR - WEST ELEVATION 2 Outdoor Circulation LEVEL 1 - CUL 420'-0" ENTRY LEVEL DEMO 418'-0" AESS "TREE" COLUMN WITH CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 25'-0" 4 GLAZING ASSEMBLIES LEGEND CURTAINWALL ASSEMBLIES ARE DESIGNATED "CW-X" AND DEFINED ON SHEET A.0-801. SEE SPECIFICATION 08 8000 FOR GLAZING BELOW • • • 25'-0" CW-3A 14 PRECAST CONCRETE COPING, MU-01 PRECAST CONCRETE COPING, MU-01 MU-01 MU-01 LEVEL 1 - ACC 416'-0" 5 CW-3A 355'-10" Pearl of String Circulation CW-3A 25'-0" PRECAST CONCRETE COPING, MU-01 LEVEL 2 - ACC TO SLAB 431'-6" 25'-0" 4 A.3-802 1 WA-7 LARGE FORMAT METAL PANEL LEVEL 1 - EVENTS 422'-6" CW-3B AY 2 A.1-302 WWW.WRNSSTUDIO.COM WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM WA-8 ALUMINUM FENCE SYSTEM MT-02 1/8" = 1'-0" AT SCRN-01 SCRN-01 SEE SHEET A.0-845 AESS "TREE" COLUMN WITH FOR DETAILS CUSTOM CAST NODES,SSD. INTUMESCENT 1HR FIREPROOFING W/ HIGH PERFORMANCE COATING UL X650 CW-3A 25'-0" 3 A.3-303 CW-1 FOR METAL PANEL COLORS, SEE A.0-900 SCRN-01 25'-0" CW-1 PANELS 9 EQ SPACES EVENT CENTER - SOUTH ELEVATION ST Master Plan 1.Accelerator 2. Culinary 3. Event Center 4.MOCUP 5. Bus Station SCRN-01 SEE SHEET A.0-845 FOR DETAILS LEVEL 2 - ACC TO SLAB 431'-6" 25'-0" 3 EXPOSED CONCRETE WALL (EVENTS CENTER ONLY) LEVEL 2 - ACC 433'-0" MT-01 CW-3B AZ 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN WA-5A CUSTOM TERRACOTTA PANEL RAINSCRN SYSTEM (EVENTS CENTER ONLY), SEE A.0-861 FOR PATTERN GL-01 A.3-303 FORMED METAL COPING GL-01 WA-9A PRECAST CONCRETE WALL PANELS (EVENTS CENTER ONLY) MECH - CUL 439'-6" 25'-0" E7 WA-9 PRECAST CONCRETE "FOLDED FORM" WALL PANELS (EVENT CENTER ONLY) TO ROOF DECK-DATUM 449'-0" 25'-0" 1/8" = 1'-0" WA-8 ALUMINUM FENCE SYSTEM MT-01 7'-6" EVENT CENTER - EAST ELEVATION WA-7 LARGE FORMAT METAL PANEL TO ROOF DECK-DATUM 449'-0" LEVEL 2 - ACC 433'-0" 7'-6" MT-01 WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS WA-4 CEMENT PLASTER SYSTEM GL-01 EC CULINARY BUILDING WA-6 CERAMIC TILE MOSAIC ON CEMENT PLASTER SYSTEM AX 25'-0" AX.5 25'-0" 5ft EB 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL WA-5A CUSTOM TERRACOTTA PANEL 4 15 . 3 5 8. 91 0 0 FAX RAINSCRN SYSTEM (EVENTS CENTER PC-01 WWW.WRNSSTUDIO.COM ONLY), SEE A.0-861 FOR PATTERN EVENT CENTER - WEST ELEVATION FASCIA PANELS 6 EQ SPACES N GAP BETWEEN BUILDINGS GAP BETWEEN BUILDINGS 25'-0" AY FASCIA PANELS 5 EQ SPACES 10" WA-2A METAL PANEL RAINSCREEN PANELS AT ROOF SCREEN 4'-4" AT AZ CA 4'-0" ST AZ N MT-01 4'-4" T EC AY 8'-4" TYP 4'-0" 3'-10 1/2" T EC 10" 12'-6" EA WA-5 CUSTOM TERRACOTTA PANEL RAINSCREEN SYSTEM, SEE A.0-861 FOR PATTERN 3/64" = 1'-0" AX.5 METAL PANELS 3'-8" 2 EQ SPACES 4'-0" Event Center 1/8" = 1'-0" WA-4 CEMENT PLASTER SYSTEM LEVEL 1 - ACC 416'-0" ACCELERATOR - WEST ELEVATION 1'-8" PC-01 PC-01 WA-3 METAL PANEL RAINSCREEN SYSTEM - FOLDED PANELS LEVEL 2 - ACC 433'-0" 25'-0" EVENT CENTER - NORTH ELEVATION WA-2A METAL PANEL RAINSCREEN PANELS AT ROOF SCREEN TO ROOF DECK-DATUM 449'-0" 25'-0" 1 WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS HIGH ROOF 459'-6" 1 4'-0" GL-01 WALL ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) AA 25'-0" AB 25'-0" AC 25'-0" AD 25'-0" AE 25'-0" AF AE.10 AE.8 512'-3" A.1-307 25'-0" 4 AG.2 AG 19'-8" AH.2 AH 25'-0" AJ 5'-4" AK 25'-0" AK.2 20'-0" AL3 A.1-307 25'-0" 4 A.1-302 5'-0" AM 25'-0" AN 6'-0" AP 4'-0" AT A.1-308 25'-0" 3'-10 1/2" 4'-0" ST 1 AQ WA-2 METAL PANEL RAINSCREEN SYSTEM - FLAT PANELS TO ROOF DECK EVENTS 442'-6" AT AR 5'-0"5'-0" METAL PANELS 5 EQUAL SPACES CO-01 CONTINUES BEHIND LANDSCAPE ASSEMBLIES LEGEND ASSEMBLIES ARE DESIGNATED "WA-X" AND DEFINED ON SHEET A.0-801 WA-1 SOLID CONCRETE BLOCK VENEER (SEE A.0-801 FOR VARIATIONS ON ASSEMBLY) TO HIGH ROOF - EVENTS 452'-6" ST AS E8 T EC 1 A.1-307 E7 A.3-303 FORMED METAL COPING MT-03 AT AT 3 E6 A.3-802 ST 2 AW AV.5 A.1-307 AV AU.5 AU AT.8 3 E5 A.3-303 T EC 3 A.1-302 25'-0" 2 E4 8 FOR PRECAST PANEL A.0-831 LAYOUT DIAGRAM AT AX.5 AX 15'-0" E3 ST N 15ft 25'-0" E2.6 A.3-803 PC-01 AY 21'-3" 21'-0" 25'-0" 4 E.2 E8 2 A.1-302 3'-4" 9'-6" E1.1 LANDSCAPE AREA IN FOREGROUND 30ft A 20'-3" E1 2 AZ LIC S LIC T ST T EC The Palm Springs Campus reimagines education as a vibrant, collaborative marketplace inspired by regional Mid-Century Modernism, utilizing a "string of pearls" spatial concept to seamlessly sequence indoor and outdoor learning nodes along activated circulation pathways. This vision is structurally and visually unified by a continuous sweeping canopy, signature HSS "tree" columns, and palm bark-inspired screens across its four primary facilities: a flexible two-story Accelerator featuring a double-skin facade and tiered auditorium, a Culinary Institute seamlessly integrated beneath the overarching canopy, an oval-shaped assembly Event Center, and a linked central utility plant (MOCUP). As a key member of the design team, I drove the project from concept through Construction Documentation, conducting comprehensive solar and spatial studies to realize this interiorexterior spatial narrative and inform the overall building massing. I utilized advanced parametric BIM workflows to model complex structural geometries and iterate on the architectural facade, while taking ownership of fenestration(curtain, door) detailing, helpping interior/exterior visulizations. Additionally, I managed the rigorous BIM documentation process—taking charge of exterior elevations in SD, Reflected Ceiling Plans (RCPs), and comprehensive door schedules through out DD and CD. A 243,000 sq ft NI SD1-SD2-DD-CD-50%CA, Under Construction, 2022- T EC A Work at WRNS Studio H RT NO ER CT NT OJE T CE PR EN EV S TA NI College of the Desert PSDP T EC A.2-301 If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch 15 A
9. 2 A11 3/64" = 1'-0" 25'-0" A10 25'-0" A9 A8 FA FA FA FA ACCELERATOR LAB 1.148 FA FA FA FA FA FA FA FA ELEV B 1.2ELVB RADIO PROD 1.231 FA FA SM GRPFASTUDY 1.248 CIRCULATION 1.236 FA SM FLEX 1.249 HALLWAY 1.252A FA LG FLEX 1.250 FA ELEC 1.246 LAB PREP 1.240A SHAFT 6 STOR 1.243C AUTOCLAVE RM 1.239A SCIENCE LAB 1.237 SCIENCE LAB 1.240 FA REST. 1.232A FA ELEC 1.234 VEST 1.243B FA STOR 1.250C ELEV CTRL RM 1.251 ELEV C 1.2ELVC FA STOR. 1.247 DEBRIEF ROOM FA 1.245 CORRIDOR 1.252B FA VEST 1.243D FA FA CONTROL 1.243A FA STAIR 6 1.2STR6 SEATING 1.153D JAN 1.233 REST. 1.232B STOR 1.241 FA FA FA A3 GROUP STUDY 1.224 GN RR 1.232 IT/RACK 1.222 DUCT CHASE 3IDF 1.235 FA OFFICE 1.231F SCIENCE LAB 1.239 LAB PREP 1.238 FA FA FA FA SM GRP STUDY 1.226 EQ/ENG 1.231E STOR 1.229 STAIR 5 1.2STR5 HALLWAY 1.225 1 / A.1-202D OFFICE 1.208 FA OFFICE 1.209 FA CHAPARREL PROD 1.231D FA 1 / A.1-202E CORRIDOR 1.204 FA 25'-0" OFFICE 1.206 A4 FA IDF 1.210 OFFICE 1.205 FA 19'-0" 25'-0" FA ELEC 1.211 1 / A.1-202C 1 / A.1-202D FA EXTERIOR CIRCULATION 1.227 ON-AIR 1.231A ON-AIR 1.231B ON-AIR 1.231C 1 / A.1-202C FLEX CLASSROOM 1.216 FA FA STAIR 1 1.2STR1 6'-0" A5 A4.8 FA CONTROL 1.201 25'-0" EL.A 1.2ELVA A6 FA SM FLEX 1.202 FA 283'-2" 25'-0" FLEX CLASSROOM 1.214 A7 FA SM GRP STUDY 1.218B FA SM GRP STUDY 1.218A EXTERIOR TERRACE 1.218 AMPHITHEATER 1.213 FA 25'-0" A7.3 15'-0" FLAT FLOOR 1.101 12'-6" 25'-0" A8.5 REFLECTED CEILING PLAN - ACCELERATOR - LEVEL 2 8/16/2024 2:23:12 AM 25'-0" 1 / A.1-202A A12 1 / A.1-202B A2 STAIR 9 1.2STR9 CONTROL 1.244A SIMULATION LAB 1.244 SIMULATION LAB 1.243 DEBRIEF ROOM 1.242 HALLWAY 1.241A GROUP STUDY 1.223 FLEX CLASSROOM 1.217 FLEX CLASSROOM 1.215 OFFICE 1.207 STAIR 2 1.2STR2 LG FLEX 1.203 25'-0" A2.5 33'-2" A1 12'-6" 12'-6" 7'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 12'-6" 1'-8" 19'-8" 5'-4" 20'-0" 512'-3" AT AT.8 AU AU.5 AV AV.5 AW AX AX.5 AA AB AC AD AE AE.8 AE.10 AF AG AG.2 AH AH.2 AJ AK AK.2 AL AM AN AP AQ AR AS 1 25'-0" 1 A11 A10 25'-0" 3/64" A9 FA FLAT FLOOR 1.101 25'-0" 15'-0" A7 FA FA FA 13'-0" FA FA 283'-2" 25'-0" A6 FA 3.108 13'-0" GN RR FA 15'-0" BREAKOUT FA ROOM 2.155 FA BREAKOUT ROOM 2.153 BREAKOUT ROOM 2.154 OFFICE 2.142 STOR 2.144B FA FA STOR 2.102A WARE WASH 2.109B VEST. 1.101C STOR 1.101D VEST. 1.101A 6'-0" FA FA RR 2.144A DRY STOR 2.126A LACT. RM SM GRP STUDY 1.104 1.118 25'-0" FA CIRCULATION 2.100 FA R PLASTE MENT SHOWER RM 2.125D FA STOR 2.131 25'-0" A2.5 STAIR 1 2.1STR1 FA FA CONFERENCE 1.149 FA GROUP STUDY 1.148B FA GROUP STUDY FA 1.148A ARCHITECTURE COHORT 3 1.130 ARCHITECTURE COHORT 2 1.129 ARCHITECTURE COHORT 1 1.128 EQUIPMENT STORAGE 1.110C FILM 1.110 FA FA (OPEN TO ABOVE) IT STOR 1.126G VEST. 1.101B SM GRP STUDY 1.105 FA FA WELCOME DESK 1.147 LIBRARY 1.125B FA IDF 1.113 STOR 1.126D STAIR 5 1.1STR5 SUITE A 1.150A SS COUNTER 1.143 FA FA REST 1.161 FA FA PRINT 1.156 TEST MONITOR 1.153 REST 1.164D FA ELEC 1.158 EXAM 1.164P ELEC 1.138 TRIO STOR 1.145A MACH RM 1.168B FA FOLEY CTRL 1.168A WORK RM 1.146F OFFICE 1.146E OFFICE 1.146J A2 17 FA FA FA All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. BREAK RM 1.164L STAIR 9 1.1STR9 OFFICE OFFICE 1.164J 1.164K OFFICE 1.164M FA FA OFFICE 1.166 ADR CTRL 1.167 VEST. 1.168 FA FA ? ? FIRE 2.135 33'-2" FA REST 1.188A EQUIP. C/O 1.186 ELEC 1.190 FA HALLWAY 1.195 FA OFFICE 1.194 OFFICE 1.193 OFFICE 1.192 SH. EDIT 1.191 INDIV. EDIT 1.180 RACK ROOM 1.179A CONTROL ROOM FA 1.179 ED EC ' 2 5 8/16/2024 3:31:42 PM ' -0 " ' 2 5 1 0 ' -0 " ' 2 5 ' -0 " 1 0 ' -0 " 2 5 ' -0 " 3 0' -0 " 1 0 ' -0 " ' -0 " ' 2 5 CM CN CP CQ 12 AZ CA CB CC CC.4 CD CD.7 CE CF CG CH CJ CJ.5 CK CL CL.5 ' 3 0 ' 2 5 ' -0 " ' -0 " ' 2 5 BAR 3.102 AA AB AC AD AE AE.8 AE.10 AF AG AG.2 AH AH.2 AJ AK AK.2 AL AM AN AP AQ AR AS AT AT.8 AU 2 5 ' -0 " 1 5 ' -0 " E5 CTION PRE-FUN 1 3.10 ' 2 5 1 1 A.3-30 205'-5" ENTR OR REVISION LIST .4 SHEET NO: .4 .1 .2 .3 DATE DATE 8/16/2024 SHEET NO: COMPOSITE CEILING PLA CULINARY - L CULINARY SHEET TITLE: SCALE: As indicated PROJECT NO.: 20025.01 KEYPLAN DSA #04-123274-2 INCREME AC.1-201 COMPOSITE REFLECTED CEILING PLAN ACCELERATOR - LEVEL 1 &2 SHEET TITLE: SCALE: As indicated PROJECT NO.: 20025.01 KEYPLAN C 2363 Tahquitz Canyon Way, INCREMENT #2 DSA #04-123274-2 OF College of the Deser Desert Community 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 SF-02 - PAINTED LINEAR ALUMINUM TRELLIS SYSTEM SF-03 - PAINTED ALUMINUM SOFFIT SYSTEM - PLANK PANELS SF-04 - NOT USED TBD SF-05 -EXTERIOR GRADE WOOD PANEL SOFFIT TO MATCH INTERIOR WOOD CEILING SEE CL-12 TE REVISION LIST College of the Desert Desert Community College District SF-01 - CEMENT PLASTER SOFFIT D SE EN MITCHEL NO. REN. PALM SP DEVELOP PROJECT # CL-15 - METAL CEILING CL-16 - ACOUSTIC FELT TE 100% CONSTRUCTION D ISSUES PALM SPRINGS DEVELOPMENT PROJECT # T CEN WWW.WRNSSTUDIO.COM terial ap be tten ma and wriand may not r wings All dra ct/Enginee Archite CL-14 - TOUNGUE & GROOVE WOOD CEILING CL-13 - ACOUSTICAL BAFFLE WITH WOOD-LIKE FELT CL-12 - PERFORATED WOOD PANEL CEILING CL-11 - TECTUM PANELS CEILING CL-10 - ACOUSTIC BAFFLE CEILING CL-09 - LINEAR BAFFLE CEILING (ACOUSTIC FABRIC PROVIDED ABOVE WHERE INDICATED) CL-08 - WOOD PANEL CEILING CL-06 - STRETCHED FABRIC CEILING FILM SCREENING CL-07 - STRETCHED FABRIC CEILING SOCIAL STAIR WHITE CL-04 - LARGE FORMAT ACOUSTIC TILE 24"X96" CL-05 - ACOUSTIC CEILING TILE FILM CONTROL AND FLAT FLOOR CALIF CORRIDO 3.126 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX 100% CONSTRUCTION DOCUMENTS ISSUES OF VEST. 3.106A VEST. 3.105A 2 3 3 1 A.3-30 A.3-30 GN RR 3.108 Y HALLWA 3.107 D SPACE EVENTS 6 3.10 E VEN MITCHELL T. FINE NO. C28295 REN. 8/31/25 TE VEST. 3.104A 30'14'-3" ROOM GREEN 5 3.12 20'-0" VEST. 3.103A C SPACE EVENTS 5 3.10 B SPACE EVENTS 4 3.10 D ARCH SE IT EN WWW.WRNSSTUDIO.COM 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX SF-02 - PAINTED LINEAR ALUMINUM TRELLIS SYSTEM SF-03 - PAINTED ALUMINUM SOFFIT SYSTEM - PLANK PANELS SF-04 - NOT USED TBD SF-05 -EXTERIOR GRADE WOOD PANEL SOFFIT TO MATCH INTERIOR WOOD CEILING SEE CL-12 SF-01 - CEMENT PLASTER SOFFIT CL-16 - ACOUSTIC FELT CL-15 - METAL CEILING CL-14 - TOUNGUE & GROOVE WOOD CEILING CL-13 - ACOUSTICAL BAFFLE WITH WOOD-LIKE FELT CL-12 - PERFORATED WOOD PANEL CEILING CL-11 - TECTUM PANELS CEILING CL-10 - ACOUSTIC BAFFLE CEILING CL-09 - LINEAR BAFFLE CEILING (ACOUSTIC FABRIC PROVIDED ABOVE WHERE INDICATED) CL-08 - WOOD PANEL CEILING CL-06 - STRETCHED FABRIC CEILING FILM SCREENING CL-07 - STRETCHED FABRIC CEILING SOCIAL STAIR WHITE CL-04 - LARGE FORMAT ACOUSTIC TILE 24"X96" CL-05 - ACOUSTIC CEILING TILE FILM CONTROL AND FLAT FLOOR ' 2 5 LE VESTIBU 3.124 A SPACE EVENTS 3 3.10 ' 2 5 31'-6" LAN - ' 2 5 CL-02 - ACOUSTIC CEILING TILE 24"X24" CL-03 - HEALTH GRADE ACOUSTIC CEILING TILE 24"X24" CL-01 - GYPSUM BOARD CEILING CL-02 - ACOUSTIC CEILING TILE 24"X24" CL-03 - HEALTH GRADE ACOUSTIC CEILING TILE 24"X24" CL-01 - GYPSUM BOARD CEILING Y OR P E FLO MAIN LEGEND POSIT COM = 1'-0" ' 2 5 1. COMPOSITE REFLECTED CEILING PLANS ARE PROVIDED FOR INFORMATIONAL PURPOSES TO CONVEY OVERALL BUILDING LAYOUT AND DRAWING NAVIGATION. SEE SECTOR RCPS FOR SPECIFIC INFORMATION. LEGEND ' 2 5 ' 2 5 31'-6" SHEET NOTES 1 2 A.3-11 1 0 48'-0" E6 1. COMPOSITE REFLECTED CEILING PLANS ARE PROVIDED FOR INFORMATIONAL PURPOSES TO CONVEY OVERALL BUILDING LAYOUT AND DRAWING NAVIGATION. SEE SECTOR RCPS FOR SPECIFIC INFORMATION. ' 2 5 3/64" 1 0 SHEET NOTES 1 0 3 A.3-30 1 4 1 A.3-30 ' 2 5 1 0 " 25'-11 PLA If this drawing is not 30"x42", then the drawing has been revised from its original size. 1 0 ' 2 5 ' 2 5 E8 E7 ROOF Noted scales must be adjusted. This line should be equal to one inch AU.5 AV AV.5 AW AX AX.5 EA EB ' 2 5 10 3/64" E POSIT COM = 1'-0" If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch GREEN FA RM 1.188 IDF 1.189 STOR 1.176A PL 1.175 FIRE 1.174 TELEVISION LOAD IN FA 1.176 VEST. 1.178 FA INDIV. EDIT 1.181 INDIV. EDIT 1.182 EQUIP. MGMT 1.187 ERRCS 1.160A INDIV. EDIT 1.183 INDIV. EDIT TV EQUIP 1.184 1.178B A1 PLBG 2.134 FA MV SUBSTATION 1.173 TELEVISION FA STUDIO 1.177 LIGHTING STUDIO 1.171 TRASH BIN STORAGE AREA 1.172A OFFICE LOADING AREA 1.146L 1.172 OFFICE 1.146M OFFICE (DIR) 1.145B SCE YARD OUTDOOR ARCHITECTURE YARD OUTDOOR SERVICE YARD PUBLIC SAFETY 1.141 TELECOM MPOE 1.140 STAIRS 6 1.1STR6 OFFICE 1.125A OFFICE 1.123 OFFICE 1.122 OFFICE 1.121 OFFICE 1.120 HALLWAY INDIV. EDIT TV AUDIO 1.165 1.185 1.178A STOR 1.170 REST. 1.146D FOLEY TRACKING 1.169 ELEV C SH. EDIT 1ELVC 1.159 REST. 1.164H OFFICE 1.146K OFFICE 1.146H BREAK FA RM 1.146G FA HALLWAY 1.146 STOR 1.146C OFFICE 1.146B ISO 1.167B FA REST 1.137C SPRAY ROOM 1.125D FA STAIR 2 1.1STR2 FOOD BANK 1.142 MDF 1.139 REST 1.137B FA GN RR 1.137 HALLWAY 1.133B EXAM 1.164N STOR 1.153A NURSE WORKSTATION 1.164E CORRIDOR 1.164 EXAM 1.164Q FA HALLWAY 1.155 ACC EQUIP 1.157 STOR 1.154B TESTING LAB FA 1.154 WAITING 1.164A FA RECEPT 1.164B ENTRY VEST. 1.162 FA TESTING LAB 1.151 FA WOODSHOP FA 1.125 OFFICE 1.124 STOR 1.115 OFFICE (TRIO) 1.145 FA OFFICE (ADMIN) 1.146A HALLWAY FA 1.133A ELEV CTRL RM ELEV B 1.134 1ELVB JANITOR 1.137A FUTURE CAFE FA 1.135 TEST CHECK IN 1.152 REST 1.163 ENTRY LOBBY 1.131 FA FA PRINT ALCOVE OFFICE 1.117 1.116 FA SM GRP STUDY 1.106 1 / A.1-201D ELEC 1.114 HALLWAY 1.103 FUTURE CAFE BOH 1.136 CAFE SEATING 1.132 FA FA STOR 1.126B MAKER SPACE 1.126 FA WORKSTATIONS 1.126A 1 / A.1-201E FA FA ELEV CTRL RM 1.111 ELEV A 1ELVA FA REST. 1.108B ENTRY LOBBY 1.131 FA FA FAROOM REST. GREEN JAN 1.102B 1.102 1.107 FA FA FA HALLWAY FA 2.133 ELEC 2.136 EE C0 MV SUBSTATION 2.132 REFRIG. STOR 2.132A COMPACTOR (CULINARY) F / ROO STOR. ESS ACC 3.118 EF EF.5 GN RR All drawings and written material appearing herein constitute original and unpublished work of the 1.108 and may not be duplicated, used or disclosed without consent of Architect/Engineer. Architect/Engineer REST. 1.108A SUITE C 1.150C FA HALLWAY 1.150 SUITE D 1 / A.1-201D 1 / A.1-201C 1.150D SUITE B 1.150B ENTRY VEST. 1.131A 1 / A.1-201C EXTERIOR CIRCULATION 1.127 FA FILM CONTROL STAIR 4 1.110D 1.1STR4 FA VEST. 1.110A STOR 1.110E ACCELERATOR LAB 1.148 FA STAIR 3 1.1STR3 13'-0" SHOWER RM 2.125C 9'-6" CHANGING RM 2.125B GN RR 2.137 OFFICE 2.127 OFFICE 2.130 FA 12'-6" A3 FA CIRCULATION 2.121 FA LOCKER ROOM 2.125 FA STOR 2.125E CHANGING RM 2.125A FA QUEEN 2.144 STOR 2.147 RR 2.145A FA ELEC 2.149 LAUNDRY 2.150 G PLUMBIN 3.111 VICE FIRE SER0 3.13 GN RR 3.112A FA 23'-0" DS DRY GOO 3.121C 33'-0" -01 - CE -1 TCH CP C4 SF C3 C1 IT, MA C2 SOFF LOCKER 3.112 IDF 3.117 GN RR 3.112B WASH WARE 3.121B FA ASTER NT PL CEME H CP-01 SF-1 TC IT, MA SOFF 6'-2" Y HALLWA 5A FA3.11 OFFICE 3.110 HOUSEKEEPING STOR 2.151 STOR 2.152 SOCIAL MEDIA MAKER FA 2.138 A4 STAIR 1 1.1STR1 19'-0" 25'-0" A5 A4.8 FA FA FA KING SUITE 2.145 MAIN FOOD STOR 2.126 IDF 2.122 GN RR FA 2.124 CONTROL AV RM 2.105A 2.105 FA CLASSROOM 2.102 PASTRY/ BAKING KITCHEN 2.109 DRY STOR 2.109A FA CLOSET 2.112 FA WORKFORCE INNOVATION DRY STOR IDEATION KITCHEN 2.120A 2.120 FA OFFICE 2.143 FA FA EQUIP 3.132 REST 3.125A C RM MV ELE 3.113 30'-0" FA 18'-6" 12'-4" RM ELEC 3.116 CLEAN 3.121A Y HALLWA 3.115 FA TER FA CIRCULATION 2.146 FA GN RR 2.148 STOR 2.153A STOR 2.154A STOR 2.155A STOR 2.156A HOSPITALITY LOBBY 2.141 FA FA C5 R DRY STO 3.128 RFA CORRIDO 3.126 15'-9" KITCHEN EVENT 3.121 JAN CL 3.127 T CEN BREAKOUT ROOM 2.156 FA FA FA FA VEST. 3.106A FA 14'-3" ROOM GREEN 5 3.12 VEST. 3.105A 150'-0" C6 Y HALLWA 3.107 FRONT DESK 2.141A 25'-0" FA OFFICE 2.111A FA D SPACE EVENTS 6 3.10 POT/PAN WASH 2.111B WARE WASH 2.111C FA STORAGE 2.104B CLASSROOM 2.101 FA FA FA FA - EVEN CIRCULATION FA 2.118 GN RR FA 2.117 GN RR 2.119 STOR 2.114A C7 20'-0" VEST. 3.104A VEST. 3.103A C SPACE EVENTS 5 3.10 VESTIBULE 2.114 OUTDOOR COOKING AREA 2.503 BREAKOUT PLAZA 2.502 STOR 2.114B FA 12'-0" C8 FA B SPACE EVENTS 4 3.10 FA LE VESTIBU 3.124 A SPACE EVENTS 3 3.10 31'-6" LAN ING P OFFICE 2.110A CHOCOLATE/ PACKAGING KITCHEN FA 2.110 FA FA FA 205'-5" C9 9'-3" FA CULINARY DINING 2.116 FA DINING KITCHEN FA 2.116A A8 A7.3 12'-6" 25'-0" A8.5 CT 17'-9" IL ED CE 5'-0" OUTDOOR DINING 2.501 E REF= L 1'-0" ADVANCED SKILLS KITCHEN 2.111 20 BAR 3.102 31'-6" CTION PRE-FUN 1 3.10 FA C12 C11 C10 48'-0" E6 30'-0" E1 REFLECTED CEILING PLAN - LEVEL 1 & ROOF- CULINARY 3/64" = 1'-0" 25'-0" AM 32:03 024 3: 8/16/2 REFLECTED CEILING PLAN - ACCELERATOR - LEVEL 1 3/64" = 1'-0" A12 E R GRAD IT EXTERIO SOFF SF-5 WOOD " 25'-11 E7 R CORRIDO 3.109 CARTS ROLLING 3 3.12 GES BEVERA 3.122 CARTS ROLLING 3 3.12 .1 E.2 E1 33'-0" E2.6 33'-0" E3 181'-6" 33'-0" E4 CIRCULATION 2.113 AV 3.119 JAN 2.140 60'-0" 26'-6" E8 1 / A.1-201A 361'-7" GES BEVERA 3.122 GES BEVERA 3.114 E5 1 / A.1-201B 25'-0" 25'-0" 25'-0" 25'-0" ERRCS 2.128 GES BEVERA 3.114 ADR TRACKING 1.167A 5'-0" 10'-0" 15'-0" 25'-0" 25'-0" 25'-0" 25'-0" 9'-6" 20'-3" LAC 2.139 HALLWAY 1.119 7'-6" 25'-0" 12'-6" 25'-0" 12'-6" 12'-6" 25'-0" 1'-8" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 512'-3" 25'-0" 19'-8" 25'-0" 25'-0" 5'-4" 20'-0" 25'-0" 25'-0" 5'-0" 6'-0" 25'-0" 15'-0" 10'-0" 25'-0" Tech Lab 25'-0" Accelerator Learning Composite Reflected Ceiling Plan - Accelerator 25'-0" A 9'-6" Composite Reflected Ceiling Plan - Culinary ST 20'-3" 24'-0" 33'-2" 41'-2" 12'-6" 12'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 9'-0" 16'-0" 13'-6" 11'-6" Demo Kitchen 25'-0" Composite Reflected Ceiling Plan - Event Center 5'-9" 7'-6" JAN CL 3.127 R CORRIDO 3.109 AV 3.119 16 5ft LIC N T EC A Event Lounge A NI 15ft LIC 30ft ST
10. EXT INT 1/2" MAX LIC E CW-1 @ DOOR SILL AT SLAB ON GRADE (LOBBY) 2 12 3" = 1'-0" 12 CM LIC E NI R 6 3" = 1'-0" 8 8/16/2024 INT 3" = 1'-0" TERM BAR, CONT AWB FLASH OVER FASTENER CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. 4 4 3" = 1'-0" 1 1/4" 1 1/4" ALUM THRESHOLD ALUM THRESHOLD KEYPLAN EXT 1" INT 4" 26'-8 3/8" LOBBY FLOOR MAT FF LEVEL 1 Type A SP03 CW-1CW-1 @ DOOR @ DOOR SILL AT SILL RAISED AT RAISED Type G FLOOR FLOOR AT TERRACE AT TERRACE PAVER PAVER (LEVEL (LEVEL 2) 2) *CONCRETE SITE WALL, MU-01 3" = 1'-0" 4 PRECAST CONCRETE COPING, MU-01 4 3" = 1'-0" 3" = 1'-0" DOOR AS SCHD (INSWING) Type A 7 1/2" TO THE BACK OF MULLION SP01 A.0-844 A.0-844 SP03 If this drawingIfisthis notdrawing 30"x42",isthen not 30"x42", the drawing thenhas thebeen drawing revised has from beenits revised original from size. its original size. Noted scales must Notedbe scales adjusted. must This be adjusted. line should This beline equal should to one beinch equal to one inch DOOR AS SCHD (OUTSWING) 1 1/4" INCREMENT #2 SP01 A NI # DSA #04-123274-2 B ALUM THRESHOLD KEYPLAN B TERMINATION BAR REVISION LIST B EXT C FF LEVEL 2 C 2'-0 1/2" PALM SPRINGS DEVELOPMENT PROJECT 8/16/2024 3:56:46 AM C Type G DIM CORNER POINT DIM CORNER POINT 3 GEOMETRY CONTROL PLAN ACCELERATOR FILM SCREENING GEOMETRY CONTROL DOCUMENTATION 1/4" = 1'-0" SHEET NO: rotated side toward south 1/2" TYPE A 4 CW-1 @ DOOR SILL AT RAISED FLOOR AT TERRACE PAVER (LEVEL 2) 3" = 1'-0" TYPE B All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. TYPE C TYPE E E E E SHEET NO: E A.0-844 F If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch F TYPE D F TYPE F G F G PALM SPRI DEVELOPM PROJECT G College of the Desert Desert Community Co 1'-4" 3/8" TYPE G PROJECT NO.: 20025.01 SHEET TITLE: D 1'-3 5/8" 3 5/8" S SCALE: 1/4" = 1'-0" D D EXTERIOR DETAILS CURTAINWALL 1/4" = 1'-0" Rotation axis of each type is the front north corner point of the brick units. The rotation is measured by the longest distance back to the original profile line. AS D Type A SHEET TITLE: SECONDARY CONCRETE POUR FOR SLOPING 1/8" PER 1'-0" INCREMENT #2 " 9'-7 1/2 C PROJECT NO.: 20025.01 SCALE: 3" = 1'-0" 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 DSA #04-123274-2 HRA ROOFING, SEE Type F Type E Type D Type C Type B CULINARY - EAST ELEVATION - SITE WALL - NORTH PORTION The unit modular in elevation is 4"x4"x16", accomodating the actual brick size of 3 5/8" x 3 5/8" x 15 5/8". Joints widths are 3/8" .The drawings shows how they wiould provide capacity for the rotation between units. TYPE H 2363 Tahquitz Canyon Way, Pa PLAN - ROTATION TYPE SUMMARY 4 3/4" = 1'-0" SECTION - TYPICAL BOTTOM CUT 1 1/2" = 1'-0" INCREMEN DSA #04-123274-2 KEYPLAN PARAMETRIC BRICK DOCUMENTATION .4 A.1-113 If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch PROJECT NO.: 20025.01 19 SCALE: As indicated SHEET TITLE: 1 AM All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. Type A 1" " 21'-2 7/8 2 College of the Desert Desert Community College District Type F Type E Type D Type C Type B 1 1/2" 10'-8 1/8" SP02 Type G MOTORIZED SWING SERVICE GATE, AESS W/HIGH PERFORMANCE COATING, PTD ALUMINUM SLAT PANELS, SSD AT 4" SP02 SP02 1/4" 1'-5" 3/4" 2'-6" 1 1/4" 1'-5" 1 3/4" 9'-4" 2'-6" 12'-4 5/8" " 8'-5 7/8 SP01 1'-5" KEYPLAN 8/16/2024 2:29:37 AM A B DIM CORNER POINT DOOR BOTTOM WO LEVEL 1 - CUL 420'-0" 29'-8" 18 100% CONSTRUCTION DOC A 20 BLOCKS WIDE DIM CORNER POINT Type F Type E Type D Type C Type B ISSUES A +14 1'-0 1/2" 1'-0 1/2" 8'-10" FILM SCREENING GEOMETRY PLAN CA A 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 INT All drawings and All drawings written material and written appearing material herein appearing constitute herein original constitute and unpublished original andwork unpublished of the work of the Architect/Engineer Architect/Engineer and may not be and duplicated, may not be used duplicated, or disclosed usedwithout or disclosed consent without of Architect/Engineer. consent of Architect/Engineer. OF A College of the Desert Desert Community College District 20 BLOCKS WIDE RAISED ACCESS SHEET NO: SHEET NO: FLOOR LIC E 3'-0 63/256" DIM CORNER POINT Type F Type E Type D Type C Type B 20 BLOCKS WIDE 3 1/2" MAX SP01 14'-9" 8/16/2024 3:56:46 AM PALM SPRINGS DEVELOPMENT PROJECT CP CN EXTERIOR EXTERIOR DETAILS DETAILS 3" = 1'-0" CURTAINWALL CURTAINWALL FOG 8/16/2024 3:56:46 AM 21 AND HALF BLOCKS WIDE SECONDARYSECONDARY CONCRETE CONCRETE POUR FOR POUR FOR SLOPING 1/8"SLOPING 1/8" PER 1'-0" PER 1'-0" E H CW-1 @ DOOR SILL AT RAISED FLOOR AT GRADE (LOBBY) SHEET TITLE:SHEET TITLE: CM ED AR NS MITCHELL T NO. C28 REN. 8/3 H HRA ROOFING, SEE PROJECT NO.: PROJECT NO.: 20025.01 20025.01 4" 1 NI H AT HRA ROOFING, SEE CL.5 WWW.WRNSSTUDIO.COM H SCALE: 3" = SCALE: 1'-0" 3" = 1'-0" CW-1 15 A H 1/4" = 1'-0" Type G NI H H FLOOR PLAN - SITE WALL - NORTH PORTION CL 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 . 3 5 8. 91 0 0 FAX H ALUM THRESHOLD DOOR AS SCHD RAISED ACCESS FLOOR WO COPING 4" INT CORRIDOR CW-1 @ INT STOREFRONT A.0-843 ST SP01 +14 A.0-843 DOOR BOTTOM WO KEYPLAN EXT 1/2" MAX 26'-8 3/8" 7 1/2" TO BACK OF MULLION DOOR BOTTOM DOOR WOBOTTOM WODSA #04-123274-2 DSA #04-123274-2 TERMINATION TERMINATION BAR BAR INT C0 INCREMENT INCREMENT #2 #2 FF LEVEL 2 FF LEVEL 2 CONT ALUM SILL EXT BELOW SHEET NO: If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch DOOR AS SCHD DOOR (OUTSWING) AS SCHD (OUTSWING) 1/2" MAX RAISED ACCESS FLOOR INT PTD SOUND BARRIER MULLION TRIM CAP, STC 55. SHEET NO: CP SP02 AT.8 EXTERIOR DETAILS CURTAINWALL 3" = 1'-0" 26'-8" 1/2" 20'-10 SHEET TITLE: AUTOMATIC DOOR OPERATOR INSWING FOG RAISED ACCESS FLOOR 4" AU EXTERIOR DETAILS CURTAINWALL SCALE: 3" = 1'-0" 2363 Tahquitz2363 Canyon Tahquitz Way, Canyon Palm Springs, Way, Palm CA 92262 Springs, CA 92262 WALL SURF REFERENCE CRV C +14 DOOR AS SCHD If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch 3" = 1'-0" A.0-844 SHEET TITLE: PROJECT NO.: 20025.01 1" 1" SHT MTL PAN FLASH W/ 4" END DAMS SET IN FULL CONT BED OF SEALANT O/ SAF, TYP SCALE: 3" = 1'-0" 3" = 1'-0" Desert Community Desert Community College District College District DATE 1 SHEET NO:PROJECT NO.: 20025.01 CW-1 MULLION TUBE DOOR AS SCHD CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR INSWING CW-1 @ DOOR HEAD W/ FIN FLR CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR DOOR AS SCHD DOOR (INSWING) AS SCHD (INSWING) INT INT STOREFRONT SYSTEM SWING OPERATOR PER HARDWARE CW-1 MULLION TUBE 2 3" = 1'-0" 7 1/2" 7 1/2" TO THE BACKTO OFTHE MULLION BACK OF MULLION 26'-8 1/16" SP02 R LIC E FO GLASS 100% CONSTRUCTION3" DOCUMENTS = 1'-0" CW-1 MULLION TUBE EXT 1/2" MAX 1/2" MAX 1/2" MAX 8 DSA #04-123274-2 O DATE All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. A CA LI F CW-1 @ DOOR SILL AT RAISED FLOOR AT TERRACE PAVER (LEVEL 2) 5 3/4" 5 3/4" 5 3/4" 1" 3" 3" OF 6 3/4" A NI R A 4 SHEET TITLE: EXTERIOR DETAILS KEYPLAN CURTAINWALL DOOR BOTTOM WO SWING INCREMENT #2 SCALE: 3" = 1'-0" KEYPLAN SECONDARY CONCRETE POUR FOR SWING OPERATOR SLOPING 1/8"PER HARDWARE PER 1'-0" 3" 5 3/4" 6 3/4" 5 3/4" CW-1 MULLION TUBE SWING OPERATOR PER HARDWARE ISSUES SP02 SP02 CW-1 @ DOOR HEAD W/ SURFACE CLOSER INSWING All drawings and written DIRECTION material appearing herein constitute original and unpublished work of the If this drawing is not 30"x42", then the drawing has been revised from its original size. 7 1/2" Architect/Engineer and may not be duplicated, used or disclosed without consent Architect/Engineer. Noted scales must be adjusted. This line should be equal to one inch DOOR ASof SCHD INT TO BACK OF THE MULLIONEXT DOOR SHOE W/DRIP DOOR AS SCHD SWING EXT INT INSWING WO DIRECTION DOOR AS SCHD ALUM THRESHOLD SWING DATE REVISION LIST # DIRECTION PAVING AS SCHD INT EXT 5 1/2" EXT INT DOOR AS SCHD SWING INSWING DOOR AS WO SCHD DIRECTION 4" 1" DOOR AS SCHD LEVEL 1 DOOR AS SCHD 2 AU.5 MIN 3/8" LAMINATED GL REVISION # COMPRESSIBLE GASKETLIST 3" = 1'-0" 3" = 1'-0" A.2-804 NOTE: REFER TO CW-1 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING EXT 1 AUTOMATIC DOOR OPERATOR METAL HEAD FOG 3" = 1'-0" CW-1 @ DOOR SILL AT SLAB ON GRADE (LOBBY) INT INT E SWING OPERATOR PER HARDWARE SWING OPERATOR PER HARDWARE PROJECT NO.: 236320025.01 Tahquitz Canyon Way, Palm Springs, CA 92262 DSA #04-123274-2 CH= 1'-0" ED AR3" IT NS MITCHELL T. FINE NO. C28295 REN. 8/31/25 CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR METAL CW-1 @HEAD DOOR HEAD W/ FOG 14 3" = 1'-0" 3" = 1'-0" A.0-843 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 HRA ROOFING, SEE 3" = 1'-0" 3 3" = 1'-0" PALMPALM SPRINGS SPRINGSCN CW-1CW-1 @ DOOR @ DOOR SILL AT SILL RAISED AT RAISED DEVELOPMENT DEVELOPMENT CW-1 @(LOBBY) DOOR SILL AT SLAB ON CW-1 @ DOOR SILL AT RAISED FLOOR FLOOR AT GRADE AT GRADE (LOBBY) PROJECT PROJECT 3 3" = 1'-0" 3" = 1'-0" AT GRADE GRADE (LOBBY) College ofCollege the Desert of FLOOR the Desert CL.5 2'-0 7/8" DATE 8/16/2024 1/2" MAX 1" 3" = 1'-0" 3 ISSUES 3 CW-1 @ DOOR HEAD W/ SURFACE CLOSER 7 DEVELOPMENT PROJECT College of the Desert INCREMENT Desert Community College#2 District DOOR AS SCHD WWW.WRNSSTUDIO.COM PALM SPRINGS DEVELOPMENT PROJECT PALM SPRINGS College of the Desert Desert Community College District SWING DIRECTION CW-1 @ DOOR HEAD W/ SURFACE CLOSER INSWING CURTAIN WALL DOOR DETAIL DOCUMENTATION AUTOMATIC DOOR OPERATOR (LOBBY) CW-1 @ INT @STOREFRONT INT STOREFRONT 15 CW-1 15 CW-1 LIC E 1/2" MAX 5 3/4" 5 3/4" 1" 16 CL DOOR AS SCHD LEVEL 1 SURFACE CLOSER FIN FLR FASTENER DOOR AS SCHD SURFACE CLOSER 4" LIC E 1" 1/2" MAX 16 CW-1 100% CONSTRUCTION DOCUMENTS 3" = 1'-0" CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR (LOBBY) CW-1 @ DOOR HEAD W/ O CW-1 @ INT PARTITION, TYP 5 7 1/2" 7 1/2" 7 1/2" DOOR BOTTOM WO LOBBY INTOF CW-1 MULLION DEPTH TO BACK OF TO MULLION BACK MULLION DOOR BOTTOM DOOR WOBOTTOM WO EXT ALUM THRESHOLD DOOR AS SCHD DOOR AS SCHD ALUM THRESHOLD ALUM THRESHOLD DOOR AS SCHD DOOR AS SCHD FINISH 1" 1" LOBBY RAISED RAISED AS LOBBY LOBBY INT INTSCHD ACCESS ACCESS 4" 4" INT FLOOR FLOOR FLOOR FLOOR FLOOR LOBBY MAT WODOOR ASWO MAT MAT SCHD LEVEL FF LEVEL 1 FFFF LEVEL 11 SWING DIRECTION NI CA LI F 1" 3" 1/2" MAX SWING OPERATOR PER HARDWARE SWING DIRECTION R OF SWING OPERATOR INWING WO 5 3/4" 8/16/2024 3:56:46 AM 2 FF LEVEL 2 5 01 SECOND STREET SHT MTL PAN FLASH MOUNTED PLATE 4TH FLOOR, STE. 402 W/ 4" END DAMS SET S A N FRAN C I S C O IN FULL CONT BED OF CALIFORNIA 9 41 0 7 SEALANT O/ SAF, DOOR TYP AS SCHD 4 15 . 4 8 9. 2 2 2 4 TEL TERM BAR, CONT 4 15 .3 5 8. 91 0 0 FAX AWB FLASH OVER 3" = 1'-0" KEYPLAN TERMINATION BAR SURFACE CLOSER EXT SWING INT DIRECTION EXT CW-1 @ DOOR HEAD W/ SURFACE CLOSER SHEET NO: ALUM THRESHOLD MOUNTED PLATE WALK-OFF MAT WO EXTERIOR DATE DETAILS DATE CURTAINWALL 7 INT PAVING AS SCHD COLD FORMED HEADER, SWING OPERATOR SSD PER HARDWARE CW-1CW-1 @ DOOR @ DOOR SILL AT SILL RAISED AT RAISED FLOOR FLOOR AT GRADE AT GRADE 3" 2 = 1'-0" 3" = 1'-0" CW-1 @ SILL AT SLAB ON GRADE 1/2" MAX LIC E AT E CONT ALUM CONT SILL EXT ALUM BELOW SILL EXT BELOW 8/16/2024 8/16/2024 3:56:37 AM 3:56:37 AM PARTITION AS SCHD ST MITCHELL T. FINE NO. C28295 REN. 8/31/25 CONT ALUM SILL EXT BELOW PTD SOUND PTD BARRIER SOUND MULLION BARRIER MULLION TRIM CAP, STC TRIM 55.CAP, STC 55. 5 3/4" 5 3/4" 5 3/4" 1" PARTITION AS SCHD PARTITION AS SCHD AV INT CORRIDOR INT CORRIDOR T EC INT STOREFRONT INT STOREFRONT SYSTEM SYSTEM ED ARCHIT NS INT ALUM THRESHOLD SURFACE CLOSER EXT DSA #04-123274-2 DOOR BOTTOM WO 1 1/4" INT SWING OPERATOR PER HARDWARE BACK PAN EXT INT EXT INCREMENT #2 DOOR AS SCHD (OUTSWING) EXT DOOR SHOE W/DRIP 1" DOOR AS SCHD BACK PAN If this drawing is not 30"x42", then the drawing has been revised from its original size. SWING OPERATOR PANEL AS Noted scales must be SCHD adjusted. This line should be equal to one inch INWING WO College of the Desert Desert Community College District RAISED ACCESS FLOOR DOOR AS SCHD FOG WWW.WRNSSTUDIO.COM BACK OF STUD CRV A APPILED FOR LEVEL1 AND LEVEL2 TERM BAR, CONT TERM BAR, CONT AWB FLASH OVER AWB FLASH OVER FASTENER FASTENER DRAINAGE MAT O/ BELOW GRADE WP PANEL AS SCHD 3" = 1'-0" AT 6 3" = 1'-0" 3" = 1'-0" SHT MTL PAN FLASH W/ 4" END DAMS SET IN FULL CONT BED OF SEALANT O/ SAF, TYP LEVEL 1 LEVEL 1 FIN FLR FIN FLR TERM BAR, CONT AWB FLASH OVER MTL PAN FLASH SHT MTL PANSHT FLASH FASTENER W/ 4"SET END DAMS SET W/ 4" END DAMS INBED FULLOF CONT BED OF IN FULL CONT SEALANT O/ SEALANT SAF, TYP O/ SAF, TYP 3" = 1'-0" 3" = 1'-0" INT DATE SCALE: 3" = 1'-0" CW-1 @ DOOR HEAD W/ SURFACE METAL HEAD 11 CLOSER 3" @ = 1'-0"DOOR HEAD W/ CW-1 CW-1 @ DOOR DOOR OPERATOR HEAD W/ SURFACE AUTOMATIC CLOSER METAL HEAD INSWING FOG INT CW-1 6 ALUM THRESHOLD SWINGALUM THRESHOLD LEVEL #1 DIRECTION PAVING AS SCHD FIN FLR PAVING AS SCHD EXT DATE INT SHEET TITLE: FLOOR DOOR AS SCHD MAT REVISION REVISION SURFACE CLOSER LIST # LIST PALM SPRINGS DEVELOPMENT PROJECT 3" = 1'-0" CW-1 @ DOOR SILL AT RAISED FLOOR AT GRADE (LOBBY) 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 EXT ALUM INT THRESHOLD INT SURFACE CLOSER DOOR AS SCHD DOOR SHOEDOOR W/DRIP SHOE W/DRIP 4 11 All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, disclosed without consent of Architect/Engineer. CEILING WO,used SEEorRCP CW-1CW-1 @ DOOR @ DOOR SILL AT SILL SLAB AT SLAB ON ON GRADE GRADE (LOBBY) (LOBBY) EXT 1" COLD FORMED HEADER, SSD A.1-112 PTD WALL ENDCAP 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX 4"5 1/2" 1" CEILING WO, SEE RCP 3" = 1'-0" INT INT 4" 4" FOG SHEET NO: CLOSED CELL NEOPRENE FOAM TAPE LOBBY LOBBY FLOOR MAT FF LEVEL 1 FF LEVEL 1 CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR NOTE: REFER TO CW-1 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING EXT 3/8" LAMINATED MIN 3/8" GL LAMINATED IfGL this drawing is not 30"x42", then the drawing has been revised from its original size. All drawings and written material appearing herein constitute original and unpublished workMIN of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. Noted scales must be adjusted. This line should be equal to one inch COMPRESSIBLE COMPRESSIBLE GASKET GASKET 3" +8'-0" PARTITION AS SCHD SCALE: 1/4" = 1'-0" 8 3" = 1'-0" FLOOR MAT 5 1/2" 3" = 1'-0" DOOR AS SCHD (INSWING) 7 1/2" EXT PAVING AS SCHD DOOR AS SCHD DOOR AS SCHD DATE FLOOR SEALANT & MAT BACKER ROD FF LEVEL 1 CW-1 WA-1/CW-1 @ JAMB AT BLOCK WALL, TYP 7 1/2" TO THE BACK OF MULLION CW-1 INT MULLION TUBE ISSUES ISSUES REVISION LIST LOBBY F CA LI F TO BACK OF MULLION DOOR AS SCHD 100% CONSTRUCTION 100% CONSTRUCTION DOCUMENTSDOCUMENTS 8/16/2024 8/16/2024 PROJECT NO.: 20025.01 DOOR BOTTOM WO TO BACK OF DOOR JAMB DOOR BOTTOM DOOR WOBOTTOM WO EXT 9" T EC 8/16/2024 3:56:37 AM 12 CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR METAL HEAD GEOMETRY CONTROL PLAN ACCELERATOR CW-1 @ INT ACOUST WALL OUTDOOR THEATER 3" = 1'-0" / A.0-801 NOTE: REFER NOTE: TO CW-1 REFER TO CW-1 / A.0-801 FOR TYPICALFOR NOTES TYPICAL NOT NOTES NOT INDICATED ON INDICATED THIS DRAWING ON THIS DRAWING BACK OF STUD CRV B APPILED FOR LEVEL1 AND LEVEL2 INT DOOR AS SCHD SOUND BARRIER MULLION TRIM PROJECT NO.: 20025.01 CAP, STC 55. PTD TO MATCH CW-1 CONT ALUM SILL EXT BELOW 3" = 1'-0" 3" = 1'-0" INT DOOR AS SCHD INT INT 5 1/2" FINISH AS SCHD INT FINISH AS SCHD EXT 1" 7 1/2" 7 1/2" INT OF THE MULLION TO BACK OF TO THEBACK MULLION DOOR DOOR BOTTOM WOBOTTOM WO EXT 7 1/2" # WA-1/CW-1 @ JAMB AT BLOCK WALL, TYP ST 13 CW-1 FINISH AS SCHD 1 TO BACK OF THE MULLION 3" = 1'-0" 3" = 1'-0" INT ALUM THRESHOLD ALUM THRESHOLD DOOR AS SCHD DOOR AS SCHD DOOR AS SCHD INSWING WO 3" = 1'-0" F CA LI F 4" FOG EXT CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR (LOBBY) CW-1CW-1 INT PARTITION, TYP TYP 14 14 @ INT@PARTITION, A7 A6 EXT 7 1/2" SWING 7 1/2" INT CW-1 MULLION INTDIRECTION CW-1 DEPTH MULLION DEPTH LOBBY 1/4" = 1'-0" EXT INT 3 FOG SWING KEYPLAN DIRECTION AT EXT SHEET TITLE: GEOMETRY CENTER POINT 2 T EC AT DSA #04-123274-2 INSULATION, W.O. CW-1CW-1 @ DOOR @ DOOR SILL AT SILL SLAB AT SLAB ON ON GRADE GRADE (LOBBY) (LOBBY) CW-1 MULLION TUBE 1 FOG 16 5 3" = 1'-0" 3" = 1'-0" FOG AS CW-1CW-1 @ SILL @ AT SILL SLAB AT SLAB ON GRADE ON GRADE 3" = 1'-0" COMPRESSIBLE GASKET INT CW-1 A7.3 15 CW-1 @ INT STOREFRONT 5 DOOR AS SCHD CONT ALUM CONT SILL EXT ALUM BELOW SILL EXT BELOW A8 6 DSA #04-123274-2 3" = 1'-0" REN. 8/31/25 REN. 8/31/25 SWING OPERATOR E EO PER HARDWARE O O O FOG 4" MIN AIR GAP EXT INCREMENT #2 CLOSED CELL CLOSED NEOPRENE CELL FOAM NEOPRENE FOAM TAPE TAPE INT CW-1 2 WA-1/CW-1 @ JAMB AT BLOCK INCREMENT #2 WALL, TURN MITCHELL T. MITCHELL FINE T. FINE NO. C28295NO. C28295 SWING OPERATOR PER HARDWARE CW-1 DATE 9" 6 D ARCH ED ARCHIT SEKEYPLAN IT NS N SWING OPERATOR PER HARDWARE MIN 3/8" LAMINATED GL PTD WALL ENDCAP PTD WALL ENDCAP AMPHITHEATER GEOMETRY PLAN WWW.WRNSSTUDIO. WWW.C WORNSSTUDIO. M COM FASTENER FASTENER PANEL AS SCHD ST SWING OPERATOR INWING WO NOTE: REFER TO CW-1 / A.0-801 2363 Tahquitz Canyon Way, Palm Springs, CA 92262 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING INT 41'-2" PANEL AS SCHD 3" = 1'-0" CONT ALUM SILL EXT BELOW College of the Desert Desert Community College District / A.0-801 NOTE: REFER NOTE: TO CW-1 REFER TO CW-1 / A.0-801 FOR TYPICALFOR NOTES TYPICAL NOT NOTES NOT INDICATED ON INDICATED THIS DRAWING ON THIS DRAWING INT 3 DRAINAGE MAT DRAINAGE O/ MAT O/ BELOW GRADE BELOW WP GRADE WP ST PALM SPRINGS DEVELOPMENT PROJECT CW-1 3" = 1'-0" 3" = 1'-0" EXT DOOR AS SCHD LEVEL 1 FIN FLR 5 01 SECOND 5 01 STREET SECOND STREET SHT MTL PANSHT FLASH MTL PAN FLASH 4TH FLOOR,4STE. TH F402 LOOR, STE. 402 W/ 4" END DAMS W/ 4"SET END DAMS SET 2363 Tahquitz Canyon 3" = Way, 1'-0"Palm Springs, CA 92262 SA N FRANSC AINS CFRAN O CI S C O IN FULL CONT INBED FULLOF CONT BED OF CALIFORNIA 9 41 0 7 9 41 0 7 SEALANT O/ SEALANT SAF, TYP O/ SAF, CALIFORNIA TYP 4 15 . 4 8 9. 2 24215 4 . TEL 4 8 9. 2 2 2 4 TEL TERM BAR, CONT TERM BAR, CONT 0 .3 FAX 5 8. 91 0 0 FAX AWB FLASH OVER AWB FLASH OVER4 15 .3 5 8. 914015 CW-1 @ DOOR HEAD W/ SURFACE CLOSER INSWING T EC PTD SOUND BARRIER MULLION TRIM CAP, STC 55.BACK PAN COLD FORMED HEADER, SSD @ INT @ACOUST INT ACOUST WALLWALL 13 CW-1 13 CW-1 EXT LEVEL 1 FIN FLR DOOR AS SCHD TERM BAR, CONT TERM BAR, CONT AWB FLASH OVER AWB FLASH OVER FASTENER FASTENER 3" = 1'-0" PALM SPRINGS DEVELOPMENT PROJECT WA-1/CW-1 @ JAMB AT BLOCK College of the Desert Desert Community College District WALL, TURN SWING PAVING AS SCHD PAVING AS SCHD DIRECTION WALK-OFF MAT WALK-OFF WO MAT WO EXT 5 3/4" 7 EXT 1" REVISION LIST DOOR BOTTOM WO SEALANT & BACKER ROD ALUM THRESHOLD CW-1EXT 1" 1/2" INT 6 3/4" LEVEL 1 FIN FLR CW-1 @ DOOR HEAD W/ SURFACE CLOSER SWING OPERATOR PER HARDWARE 10° 1" SHT MTL PANSHT FLASH MTL PAN FLASH W/ 4" END DAMS W/ 4"SET END DAMS SET IN FULL CONT INBED FULLOF CONT BED OF SEALANT O/ SEALANT SAF, TYP O/ SAF, TYP INT STOREFRONT SYSTEM PANEL AS SCHD CEILING WO, SEE RCP " 5'-10 3/8 3 5/8" INT FLOOR FLOOR MOUNTED PLATE MAT MAT RAISED ACCESS FLOOR WO INT CORRIDOR SOUND BARRIER SOUND MULLION BARRIER TRIM MULLION TRIM CAP, STC 55.CAP, PTD STC TO MATCH 55. PTDCW-1 TO MATCH CW-1 CONT ALUM CONT SILL EXT ALUM BELOW SILL EXT BELOW CW-1 LEVEL 1 FIN FLR SURFACE CLOSER INT 7 1/2" 1/2"OF MULLION TO BACK DOOR AS SCHD 1/2" MAX 3" = 1'-0" PAVING AS SCHD PAVING AS SCHD DATE 8/16/2024 # UV MTL FLASH O/ AWB O/ AWB FLASH EXT @ OPNG A 11 AT EXT 4" CW-1 @ DOOR HEAD W/ SURFACE CLOSER METAL HEAD FA 2'-10" " 8'-8 1/4 4" PARTITION AS SCHD PARTITION AS SCHD ° .6 56 " 8'-8 1/4 EXT DATE 8/16/2024 COLD FORMED JAMB, SSD NI INT O 100% CONSTRUCTION DOCUMENTS COLD FORMED JAMB, SSD WA-1 BLOCK UV MTL FLASH O/ ASSEMBLY AWB O/ AWB FLASH @ OPNG FO BLK 3" EXT CA LI F ISSUES 11 / A.0-851 SEECW-1 / A.0-801 TYP WP NOTES NOTE: REFER FOR TO WA-1 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING WA-1 BLOCK ASSEMBLY SEE 11 / A.0-851 FOR TYP WP NOTES 3" = 1'-0" OF 100% CONSTRUCTION DOCUMENTS R INSULATION, INSULATION, W.O. W.O. INT SURFACE CLOSER ALUM THRESHOLD ALUM THRESHOLD 1/2" MAX INT DOOR SHOEDOOR W/DRIP SHOE W/DRIP 1/2" MAX 4" MIN AIR GAP DOOR AS SCHD DOOR AS SCHD INT EXT TO BACK OF TO DOOR BACK JAMB OF DOOR JAMB ALUM THRESHOLD ALUM THRESHOLD 1/2" MAX 4" MIN AIR GAP FINISH AS SCHD FINISH AS SCHD MIN 3/8" LAMINATED GL COMPRESSIBLE GASKET 1" 1" INT INT SURFACE CLOSER 5 1/2" 5 1/2" 1/2" MAX EXT COMPRESSIBLE COMPRESSIBLE GASKET GASKET 7 1/2" 7 1/2" TO BACK OF TO MULLION BACK OF MULLION INT DOOR AS SCHD DOOR AS SCHD DOOR BOTTOM DOOR WOBOTTOM WO FOG EXT FOG FOG FOG NOTE: REFER TO CW-1 / A.0-801 FOR TYPICAL NOTES NOT 7 1/2" 7 1/2" INT ON THIS DRAWING INDICATED TO BACK OF TO THEBACK MULLION OF THE MULLION E ISSUES NOTE: TO WA-1 / A.0-801 TERMREFER BAR, CONT FOR TYPICAL AWB FLASH NOTES OVER NOT INDICATED FASTENERON THIS DRAWING 3" = 1'-0" 1" MIN AIR 3" = 1'-0" EXT 3" = 1'-0" 1" MIN AIR +7'-5" 14 1 CW-1 @ JAMB CW-1 @ DOOR SILL AT RAISED FLOOR AT GRADE WA-1 EXT FO BLK COMPRESSIBLE FILLER ALIGN CW-1 @ JAMB DATE FO BLOCK INT 3" = 1'-0" LIC E 1/2" CONT BACKER ROD & SEALANT EXT FR-1 CW COMPRESSIBLE FILLER CONT BACKER ROD & SEALANT ALIGN 1 IT O CA LI F MITCHELL T. FINE NO. C28295 REN. 8/31/25 LEVEL 1 FIN FLR VERT 'T' CAP WO SHT MTL PAN FLASH W/ 4" END DAMS SET IN FULL CONT BED OF SEALANT O/ SAF,CW-1 TYP / A.0-801 1/2" MAX 5 FR-1 CW S EN OF FO BLOCK CW-1 @ JAMB INSWING 1/2" MAX FO BLOCK 1/2" MAX VERT 'T' CAP WO 3" = 1'-0" CW-1 / A.0-801 NOTE: REFER TO WA-1 / A.0-801 & FOR TYPICAL NOTES NOT 3" = 1'-0" INDICATED ON THIS DRAWING 3" = 1'-0" 1" MITCHELL T. FINE NO. C28295 RCH REN. 8/31/25 ED A REVISION LIST R 1/2" 1/2" 1/2" CW-1 @ JAMB INSWING A.0-843 5 4" 1" 9 FF LEVEL 1 # VERT 'T' CAP WO PAVING AS SCHD FO GLASS 1" SHEET NO: LOBBY FLOOR MAT HIT S WWW.WRNSSTUDIO.CO NM DOOR SHOE W/DRIP ALUM THRESHOLD EXT EXT DATE 8/16/2024 R 5 3/4" 6 3/4" 3" FO GLASS A 1/2" 1/2" 1/2" 9" 5 1/2" O E DOOR AS SCHD SCHD DOOR WIDTH INT EXT/INT INT If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch DOOR BOTTOM WO EXT ALUM THRESHOLD VERT 'T' CAP WO FINISH AS SCHD CW-1 CA LI F AT 8/16/2024 3:56:37 AM EXT INT 7 1/2" TO BACK OF THE MULLION DOOR BOTTOM WO DOOR AS SCHD SCHD DOOR WIDTH SEALANT & BACKER ROD CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR 4 INSWING 3" = 1'-0" CW-1 @ JAMB SSG 9 3" = 1'-0" WA-1/CW-1 @ JAMB AT BLOCK WALL, TYP CW-1 @ JAMB SSG 3" = 1'-0" 3" = 1'-0" SCHD DOOR WIDTH CW-1 @ INT PARTITION, TYP / A.0-801 NOTE: REFER NOTE: TO CW-1 REFER TO CW-1 / A.0-801 FOR TYPICALFOR NOTES TYPICAL NOT NOTES NOT INDICATED ON INDICATED THIS DRAWING ON THIS DRAWING 14'-10" 13'-8 1/4" EXT 1/2" SCHD DOOR WIDTH CW-1 @ DOOR SILL AT SLAB ON GRADE (LOBBY) 1 INT 3" = 1'-0" SCHD DOOR EXTERIOR DETAILS - WIDTH 7 1/2" MULLION DEPTH CURTAINWALL INT CW-1EXT/INT 6 DOOR AS SCHD 14'-10" 34'-4" CW-1 @ SILL AT SLAB ON GRADE 5 SHEET TITLE: OF 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL ISSUES 4 15 .3 5 8. 91 0 0 FAX 5 01 SECOND STREET WWW.WRNSSTUDIO. COM 100% CONSTRUCTION DOCUMENTS 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX D ARC INT FOG 7'-0" EXT 8/16/2024 2:29:21 AM DATE INT CW-1 / A.0-801 NOTE: REFER TO WA-1 / A.0-801 & FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING 3'-8" RADIUS TRANSFER POINT EXT DOOR AS SCHD INT REVISION LIST SCALE: 3" = 1'-0" AS SCHD UV DOOR MTL FLASH O/ AWB O/ AWB FLASH @ OPNG SWING SCHD DOOR WIDTH DIRECTION 3" = 1'-0" MIN 3/8" LAMINATED MIN 3/8" GL LAMINATED GL A8.5 INT INT ED ARCHIT NS MITCHELL T. FINE NO. C28295 REN. 8/31/25 WA-1 3'-8" A9 COLD FORMED JAMB, SSD CW-1 6'-6" R 15'-9" 1 # PANEL AS SCHD 56" 1'-1 41/2 10'-0" 22 '-7 " DOOR AS SCHD PROJECT NO.: 20025.01 CONT ALUM SILL EXT BELOW " '-9 15 DRAINAGE MAT O/ BELOW GRADE WP ST 20'-10" R R 13 8/16/2024 E CW-1 MULLION WA-1 BLOCK TUBE ASSEMBLY AT.8 R 16'-4" 6'-6" EXT DOOR AS SCHD All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. 6 100% CONSTRUCTION DOCUMENTS T EC 3" = 1'-0" 27'-8" AU " 8'-8 1/4 FO BLK CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR 3" = 1'-0" @ JAMB INSWING Copy 1 13 CW-1 3" = 1'-0" WA-1/CW-1 @ JAMB AT BLOCK WALL, CW-1 TURN@ JAMB INSWING Copy 1 2 3" = 1'-0" 8 DATE WWW.WRNSSTUDIO.COM DATE AT 12 " 8'-8 1/4 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX ST INT TERM BAR, CONT AWB FLASH OVER FASTENER SEE 11 / A.0-851 FOR TYP WP NOTES INT EXT/INT PTD WALL ENDCAP REVISION LIST # EXT/INT TERM BAR, CONT AWB FLASH OVER FASTENER DOOR AS SCHD EXT CW-1 MULLION TUBE COMPRESSIBLE FILLER SCHD DOOR WIDTH AS SCHD CLOSED CELLDOOR NEOPRENE FOAM TAPE ISSUES CW-1 / A.0-801 NOTE: REFER TO SWING WA-1 / OPERATOR A.0-801 FOR TYPICAL NOTES DOOR AS SCHD PER NOT HARDWARE INDICATED ON THIS DRAWING INT SCHD DOOR WIDTH LEVEL 1 FIN FLR DOOR AS SCHD INT SWING DIRECTION CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR METAL HEAD EXT O T EC 4'-2 3/4" DATE 3" = 1'-0" ALIGN WA-1 INT 8/16/2024 100% CONSTRUCTION DOCUMENTS CW-1 @ DOOR HEAD W/ AUTOMATIC DOOR OPERATOR (LOBBY) CA LI F SHT MTL PAN FLASH W/ 4" END DAMS SET IN FULL CONT BED OF SEALANT O/ SAF, TYP FOG ISSUES INT DOOR AS SCHD / A.0-801 NOTE: REFERINSWING TO CW-1WO FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING AU.5 16 INT CW-1 @ INT ACOUST WALL 3" = 1'-0" EXT OF WALK-OFF MAT WO SHT MTL PAN FLASH W/ 4" END DAMS SET IN FULL CONT BED OF SEALANT O/ SAF, TYP DOOR AS SCHD 3" = 1'-0" FR-1 CW SWING OPERATOR DOOR AS SCHD PER HARDWARE CONT BACKER ROD & SEALANT EXT DOOR AS SCHD DSA #04-123274-2 E CW-1 @ JAMB 1" 5 3/4" LIC E 1" AT 6'-10" " 12'-7 1/8 13 O 3" = 1'-0" 1 DOOR AS SCHD 3" = 1'-0" CW-1 / A.0-801 NOTE: REFER TO WA-1 / A.0-801 & FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING LOBBY SWING DIRECTION 9'-9" CA LI F 4" VERT 'T' CAP WO PAVING AS SCHD FLOOR MAT AT ST 7'-4" INT OF INCREMENT #2 MITCHELL T. FINE NO. C28295 REN. 8/31/25 EXT 1" ST T EC ED ARCHIT NS E DN CW-1 MITCHELL T. FINE NO. C28295 REN. 8/31/25 BACK OF STUD CRV B APPILED FOR LEVEL1 AND LEVEL2 WALL SURF REFERENCE CRV C SWING OPERATOR INWING WO CW-1 @ JAMB INSWING 5 SWING OPERATOR PER HARDWARE SOUND BARRIER MULLION TRIM CAP, STC 55. PTD TO MATCH CW-1 CONT ALUM SILL EXT BELOW SWING OPERATOR PER HARDWARE AV BACK PAN 3" = 1'-0" 5 3/4" WWW.WRNSSTUDIO.COM A7 3 INT LEVEL 1 FIN FLR KEYPLAN PARTITION AS SCHD A7.3 NI A8 R A8.5 9 3" = 1'-0" CW-1 @ DOOR HEAD W/ SURFACE CLOSER INSWING DOOR SHOE W/DRIP ALUM THRESHOLD PAVING AS SCHD T EC A9 CW-1 @ JAMB SSG PANEL AS SCHD 7 VERT 'T' CAP WO 1/2" CEILING WO, SEE RCP 3" = 1'-0" 3" = 1'-0" CW-1 @ DOOR HEAD W/ SURFACE CLOSER AT 13 CW-1 @ JAMB INSWING Copy 1 BACK OF STUD CRV A APPILED FOR LEVEL1 AND LEVEL2 CW-1 @ DOOR HEAD W/ SURFACE CLOSER METAL HEAD EXT E HIT 2363 Tahquitz Canyon Way, CA 92262 NS Palm Springs, EXT T EC 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O COLD9FORMED HEADER, CALIFORNIA 41 0 7 4 15 . 4 8 9.SSD 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX EXT/INT DOOR AS SCHD TO BACK OF DOOR JAMB ALUM THRESHOLD 1" College of theINTDesert Desert Community College District 5 1/2" D ARC SCHD DOOR WIDTH ST 11 GEOMETRY CENTER POINT DOOR AS SCHD SCHD DOOR WIDTH INSULATION, W.O. EXT EXT/INT RADIUS TRANSFER POINT INT 1" MIN AIR EXT FINISH AS SCHD DOOR AS SCHD 7 1/2" TO BACK OF MULLION DOOR AS SCHD DOOR BOTTOM WO WWW.WRNSSTUDIO.COM MOUNTED PLATE 3" SCHD DOOR WIDTH COMPRESSIBLE GASKET DOOR AS SCHD 5 3/4" A6 4" MIN AIR GAP SCHD DOOR WIDTH PARTITION AS SCHD A10 1/2" MIN 3/8" LAMINATED GL FOG PALM SPRINGS DEVELOPMENT PROJECT SURFACE CLOSER SWING DIRECTION FOG 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA7 91/2" 41 0 7 4 15TO . 4BACK 8 9. 2 2OF 2 4THE TEL MULLION 4 15 .3 5 8. 91 0 0 FAX INT SURFACE CLOSER LIC E INT A EXT INT NI INT NOTE: REFER TO CW-1 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING SURFACE CLOSER R EXT INT INT MODULAR SITE NORTH
11. SYSTEM 1 - Parametric Shading Screen Design & Modeling Anchored in Palm Springs’ Desert Modernism, shading screens are a ubiquitous element found everywhere from private homes to public amenities. The campus leverages this tectonic layer not only as a functional shading device but also as a spatial interface system enhancing user experience across the key public spaces. I was deeply engaged from day one, conducting shading performance analysis on base unit geometries (Rhino+Grasshopper). Drawing inspiration from local textures, I eventually developed the client-selected 'Palm Bark' screen prototype. Falt Floor Studio Skin Event Center Demo Theather Flat Floor Studio Accelerator Lab Tech Lab Skin Following an evaluation of three 'palm bark' prototypes, 'The Bend' was selected for its robust form control during fabrication. While 'The Fold' and 'The Tab' relied on laser-cut stability, 'The Bend' offered greater consistency through a modular, lattice-bolted assembly 20 Exterior / Interior Look and Feel Compare: Bend/ Fold/ Tab (Up to Down) 21
12. SYSTEM 2 - Parametric Canopy Structure Design & Modeling Anchored in Palm Springs’ Desert Modernism, the campus features signature tree columns supporting a shading 'super roof.' I utilized adaptive parametric modeling to define the structural layout, efficiently iterating canopy geometries to optimize span, proportion, and beam connectivity across different zones South Entry adjacent to Bus Station Entry Lobby Tech Lab Central Gate Way Outdoor Dining Outdoor Dining Campus Car Entry Main Entry South Bus Station Grasshopper Definition 22 23
13. PRE-DRILLED HOLES - TAPPED FOR COUNTERSUNK FLAT HEAD MACHINE SCREW ATTACHMENT TO PANEL 1'-3" 1 9/32" 1'-3" FOLDED TAB FOR ATTACHMENT 4" TYP. HSS SCREEN SCREEN SUPPORT FRAMING, SSD 3/16" ALUMINUM PANEL W/ 4" RETURN PROVIDE SLOTTED HOLES FOR ADJUSTMENT 'BARK' FASTENER TO PANEL, TYP. 8" STRUCTURAL COLUMN, SSD BENT ALUMINUM 'BARK' W/ MOUNTING TAB - SEE 10/A.0-845 FOR GEOMETRY ALIGN 1'-2" 1'-0" R 8" 1'0" BENT METAL 'BARK' W/ MOUNTING TABS - PROVIDE COUNTERSUNK MACHINE SCREW 1'-0" ALUMINUM PANEL FRAME - SEE 18/A.0-845 FOR TYPICAL PANEL DIMENSIONS AESS HSS OUTRIGGER, SSD. PAINT TO MATCH CURTAINWALL SYSTEM - PT-X 2'-0" 1'-0" NOTE: REFER TO CW-3 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING MINERAL WOOL BOARD INSULATION - TIGHT FIT, SEAL ALL PERIMETER GAPS, TYP. 1'-4" TYPICAL 5'-0" 1'-3" 5 01 SECOND STREE 4TH FLOOR, STE. 40 S A N FRAN C I S C O CALIFORNIA 9 41 0 4 15 . 4 8 9. 2 2 2 4 TE 4 15 .3 5 8. 91 0 0 FA WWW.WRNSSTUDIO.CO BACKER ROD AND SEALANT 1'-0" CONTINUOUS PTD AESS HORIZONTAL HSS TUBE, SSD BOLTED PANEL ATTACHMENT, TYPICAL E 1'-0" CONTINUOUS VERTICAL ALUMINUM 'T' PANEL SUPPORT @ 5'-0" O.C. CW-3 GLAZED ALUMINUM CURTAINWALL SYSTEM, TYP. AT GLAZED IN FORMED METAL PANEL - PT-X N MIT N R ST PLAN VIEW LIC E 3/8" BOLTED CONNECTION AND NEOPRENE SHIM DOUBLE ROLLER SHADE HOUSING W/ SOLAR AND ROOM DARKENING ISSUES 12 A.0-845 2" TY P. 1 2" 1/ 100% CONSTRUCTI BENT METAL 'BARK' SHADE PIECE 1'-0" . EQ 2" 1/ 4" 3/ 1'-0" PRE-DRILLED HOLES - TAPPED FOR COUNTERSUNK FLAT HEAD MACHINE SCREW ATTACHMENT TO PANEL 1 1/2" = 1'-0" NOTE: REFER TO CW-3 / A.0-801 FOR TYPICAL NOTES NOT INDICATED ON THIS DRAWING GLAZED IN FORMED METAL PANEL FINISH TO MATCH CURTAINWALL SYSTEM CW-3 HORIZONTAL MULLION STACK JOINT, TYPICAL 1'-10" FOLDED TAB FOR ATTACHMENT FORMED ALUMINUM PANEL SURROUND - SEE SECTION DETAIL PT-X 1'-0" ELEVATION VIEW CONTINUOUS PTD AESS HORIZONTAL HSS TUBE, SSD STRUCTURAL COLUMN, SSD 10 METAL 'BARK' SUNSHADE 3/8" BOLTED CONNECTION AND NEOPRENE SHIM 3 11 A.0-845 10 23/32" AESS HSS OUTRIGGER, SSD - PT-X DOUBLE ROLLER SHADE HOUSING W/ SOLAR AND ROOM DARKENING CW-3 MULLION BELOW ROOM DARKENING CHANNEL ATTACHED FOR CW MULLION, W/O MINERAL WOOL BOARD INSULATION FIT TIGHT BEHIND PANEL - SEAL ALL GAPS 2 1 1/2" = 1'-0" 1/2" PANEL JOINT CENTERED ABOVE OUTRIGGER, TYP. SEE ELEVATIONS HSS PANEL SUPPORT OUTRIGGER, SSD - PT-X SCRN-1/CW-1 OUTRIGGER PENETRATION PALM SP DEVELO PROJEC HSS CURTAINWALL SUPPORT FRAMING, SSD CW-3 SUPPORT BRACKET ATTACHED TO HSS, SSD 12 A.0-845 7 A.0-842 1'-7 3/4" 1/4" 3/8" 2363 Tahquitz Canyon INCREM DSA #04-123274 MINERAL WOOL INSULATION BOARD, FIT TIGHT AND PROVIDE SEALANT AT GAPS FOG PTD AESS STRUCTURE W/ CONTINUOUS C-CHANNEL WELDED TO HSS, SSD College of the D Desert Commun KEYPLAN 11 A.0-845 GLAZED IN FORMED METAL PANEL PT-X CONT. AESS CHANNEL SUPPORT FRAMING - PT-X 3 7/8" 4" CW-3 VERTICAL MULLION 1'-0 5/8" 5 1/8" 3" = 1'-0" CUSTOM ALUMINUM BRACKET CONNECTION TO BENT EDGES OF SCRN-1 PANEL, PAINT TO MATCH SCRN-1, BY SCRN-1 MANFR 1 1/2" 1 1/2" = 1'-0" FORMED ALUMINUM PANEL SURROUND - SEE SECTION DETAIL - PT-X 3/8" BACKER ROD AND SEALANT AROUND HSS OUTRIGGER 11 SCRN-1 BOTTOM SUPPORT 1'-2 1/2" SCRN-1 PANEL ELEVATON 9 3/8" 18 A.0-845 1'-8" 1'-2" HSS CURTAINWALL AND SCREEN SUPPORT FRAMING, SDD ALIGN 1'-0" 3" = 1'-0" 1/4 SCALE PHYSICAL MODEL REVISION LIST SCRN-1 TOP SUPPORT 1'-0" 1'-0" 6° 38.6 1 ALIGN 1 1'-9 7/16" 1'-0" 1'-0" P. TY 2" . EQ 10 A.0-845 # 9 3/4" 10'-0" 1'-3" PROJECT NO.: 20025 NEORENE SHIM SCALE: As indicated 1" 8/16/2024 3:57:08 AM EQ SHEET TITLE: EQ SCRN-1 PANEL ALUMINUM SCRN-1 PANEL - FORM RETURN FOR ATTACHMENT TYPICAL SCRN-1 PANEL JOINT BENT METAL 'BARK' - FASTENED TO PANEL, SEE ELEVATION TYPICAL BENT METAL 'BARK' FASTENED TO PANEL SCRN-1 PANEL 20 SCRN-1 AXON 12 SCRN-1 SUPPORT PLAN ENLARGED 3" = 1'-0" 3 SCRN-1 SUPPORT PLAN DETAIL 24 SHEET NO: 1 1/2" = 1'-0" All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. SITE MOCKUP EXTERIOR SCREEN W If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch SHADING SCREEN DETAIL DOCUMENTATION 25
14. Metlife Seaport Center Parametric Facade Design & Scripting Work at WRNS, Under City Entitlement , 2025 This project create a custom dynamo tool that use a control curve to create generative facade pattern that using gradient spacing echo the concept of the wave in the context of the city waterfront. The distances between the base line and control curve are defined as a set of values translated into the modular gaps between fins per floor level using dynamo scrippting. Through adding/draggin control points of the curve, designer can generate real-time rationalized modular waving facade pattern based on the distance between two lines. The result is integrate into the waterfront parking garage design for Metlife seaport center development entitlement drawing set. It envisions a spatial interface that wraps around the concrete slabs connecting the waterfront and pedestrian experience. and animates the public realm of Metlife seaport center at the waterfront of redwood city, Tw o o p t i o n s w e r e s t u d i e d a n d compared with the script's ability to load customize the fin unit geometry and flexible modular density. The upper one explore the uniform fin unit applied globally on facade, whilte the lower option use fins gradually changing the shading depth while keeping same control curves, essentially the same waving pattern for design study. Beside, different modular facade patterns are also explored in terms of conceptual shape, rythm, density, transparency. The feedback from client was to create a sense of motion animated the waterfront pedestrian experience in the Metlife future campus. This trigger the investigtation of the generative scripting method. A* B* C* E* F* LEVEL ROOF PS 92'-6" SAIL LEVEL 6.5 PS 74'-10" LEVEL 6 PS 64'-3" LEVEL 5 PS 52'-9" LEVEL 4 PS 41'-3" FOLD LEVEL 3 PS 29'-9" LEVEL 2 PS 18'-3" 13 1 D* 10 LEVEL 1 PS 7'-0" 13 PARKING SOUTH - EXTERIOR ELEVATION - WEST 1/16" = 1'-0" TAP F* E* D* C* B* A* control crv - roof slab edge LEVEL ROOF PS 92'-6" LEVEL 6.5 PS 74'-10" control crv - L4 LEVEL 6 PS 64'-3" control crv - L3 LEVEL 5 PS 52'-9" LEVEL 4 PS 41'-3" control crv - L2 LEVEL 3 PS 29'-9" LEVEL 2 PS 18'-3" control crv - L1 A* B* C* EXTERIOR ELEVATION - EAST 3 D* 10 E* F* LEVEL 1 PS 7'-0" 13 PARKING SOUTH - EXTERIOR ELEVATION - EAST LEVEL ROOF PS 92'-6" 1/16" = 1'-0" control crv - roof slab edge LEVEL 6.5 PS 74'-10" OPTION 1 - ONE FIN SIZE LEVEL 6 PS 64'-3" control crv - L5 control crv - L3 control crv - L2 LEVEL 5 PS 52'-9" 2/4/2026 8:05:14 AM control crv - L4 LEVEL 4 PS 41'-3" LEVEL 3 PS 29'-9" LEVEL 2 PS 18'-3" 13 PLASTER EXTERIOR ELEVATION - WEST 1 13 11 PICKET GUARDRAIL 10 10 METAL FIN 09 PERFORATED METAL PANEL 08 METAL LOUVER 07 PE SCRE LEVEL 1 PS 7'-0" 13 PARKING SOUTH - EXTERIOR ELEVATION - WEST 1/16" = 1'-0" OPTION 2 - VARIOUS FIN SIZE 26 12 GLASS GUARDRAIL FACADE PATTERN DOCUMENTATION F* E* D* C* B* A* 27
15. FACADE PATTERN DOCUMENTATION Cabrillo College UCSC Student Housing Work at WRNS, SD-DD-CD, Under Construction, 2025 257,500 sq ft Beds: 624 In one of the nation’s most unaffordable housing markets, Cabrillo College is delivering its first on-campus student housing. Enabled by state funding and an innovative public-private partnership with UC Santa Cruz and Greystar Development, the project establishes a new campus neighborhood where none existed before. Designed as a true 24/7 living environment, the project provides today’s community college students with apartment-style housing alongside childcare, wellness, dining, and academic services. I mainly led the dacade design development, envelope fenestration modeling & MEP coordination, exterior details documentation. ELEVATION DOCUMENTATION SAMPLE - SOUTH BUILDING AERIAL VIEW ENORTH L E V BUILDING AT I O N ECENTRAL L E V ABUILDING T I O N N STUDENT AMENITIY SYSTEM E SOUTH L E V BUILDING A T I O N MASTER PLAN 28 FACADE CONCEPT EXTERIOR CONSTRUCTION DOCUMENTATION 29
16. THEATER VIEW OHRID NEXUS - UAT Histrocial Theater Renovation International Competition, Architizer A+ Award Finalist, 2025 In Collaboration with Zehui Li, Dingdong Tang, Haisheng Xu O h r i d N e x u s r e i m a g i n e s t h e U N E S CO A n c i e n t Theater of Ohrid, North Macedonia, transforming a preserved monument into a living cultural complex. Once the heart of the ancient city of Lychnidos, the site is revitalized as a civic nexus that bridges history, culture, and contemporary life while reinforcing its role as a timeless communal and cultural landmark. The design evolves from the inherent geometry of the existing theater, with new volumes generated from its circular radii to ensure visual harmony within the archaeological setting. Through iterative studies, new programs—a conference hall, rehearsal FORM FINDING PROCESS 30 room, offices, VIP suite, exhibition ring, and a secondary amphitheater—are integrated with minimal intrusion, while the original stage and seating are meticulously restored for modern performance use. A tensile PTFE membrane roof defines the project's architectural identity, its fluid and undulating form gracefully evoking the shimmering surface of Lake Ohrid as it responds to wind, light, and changing seasons. This canopy filters sunlight to create a luminous, sheltered environment filled with diffused natural light. Spherical masses at the south amphitheater and north entrance form a balanced counterpoint to the historic layout, unified by a continuous exhibition ring that organizes circulation and frames curated spatial experiences. Responding to Ohrid's mild climate, the design incorporates semi-outdoor spaces to foster yearround cultural activity and seamless transitions between interior and landscape. Passive strategies— natural light, shading, and cross-ventilation—enhance comfort, sustainability, and reduce energy dependence. Ultimately, Ohrid Nexus transcends restoration: it redefines the dialogue between heritage and modernity, transforming ancient stone into a vessel for community, creativity, and cultural continuity. INTEGRATED RENOVATION SYSTEM 31
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18. Frame Work & Fabric - Wool Fashion Hub Young Architect Competition Finalist 2024 In Collaboration with Zehui Li, Dingdong Tang This project draws inspiration from the intricate transformations of wool materials inherent in fabric production processes. It's trying to translate the fashion productions of fabric processing flow into spatial material, circulations and experience of this factory renovation. The spaces are defined by spatial boundaries through woolen fabrics intervention with custom metal framwork to create program function and immersive sensible experience. It exemplifies the potential of soft fabrics, ubiquitous in the realm of fashion, to metamorphose into diverse spatial experiences through architectural intervention. Rhino + Grasshopper is applied to the form finding for the permanant exhibition space deisgn. PARTI - WOOLEN FORM AND PROCESSING FRAMWORK MAKER EXPERIENCE EXHIBITION FASHION MAKER SPACE A C' 2 3 C 1 SPACE A' 6 5 FRAME B' 4 SECTION A-A' LOBBY SECTION B-B' MEETING& TRAINING RECEPTION AREA B OBJECT 0 FABRIC RENOVATION SYSTEM 34 FLOOR PLAN 2 5 10m 1. Reception Area 2. Permanent Exhibition 3. Temporary Exhibition 4. Meeting & Training Room 5. Workshop & Makerspace 6. Outdoor Space SECTION C-C' EXHIBITION MEETING & TRAINING ROOM 35
19.                                PERMANENT EXHIBITION - EXPERIENTIAL DESIGN 36 TEMPORARY EXHIBITION - MODULAR SYSTEM 37
20. THE CIRCLING NEST Situated on the stark footprint of an abandoned airport runway, this project reimagines the site as a fluid, organic sanctuary where industrial history yields to the rhythms of the wetland. The design adopts flexible, flowing circular forms at both the planning and architectural scales, drawing inspiration from the Icelandic coastline and the flight paths of birds. Employing an organic architectural language, the design resonates with the local landscape. Seamlessly merging with the site, the circling form orchestrates an immersive outdoor journey amidst natural elements, leading to shell-like, 360-degree panoramic enclosures across three typologies tailored to distinct terrains. TYPOLOGICAL SECTION This fluid, expressive form stands in deliberate contrast to the abandoned airport runway. While the straight runway dictates a history of human takeoff and industrial dominance, the new circular walkways and spherical volumes signify the site’s return to nature. These contrasting geometries overlay one another as a palimpsest, forming a metaphor that reveals the site’s historical transformation. By applying a soft and humble architectural gesture to the ruination of the runway, the project establishes a sustainable dialogue between past and future. Ground Hub MASTER PLAN Sunken Unit Floating Tower Responding to the wetland’s a r c h i p e l a g o t o p o g r a p h y, spherical primitives are carved v i a B o o l e a n o p e ra t i o n s i n t o three typologies: the Tower, the Sunken Unit and Ground Hub. A biomimetic kinetic skin envelops these forms, featuring flippable panels that abstract avian plumage. These architectural “feathers” camouflage observers to minimize disturbance to wildlife, while the adjustable mechanism accommodates users of all heights, allowing visitors to customize their viewing apertures. FORM FINDING WALL SECTION & DETAILS Floating Tower Sunken Unit Ground Hub The Circling Nest - Wetland Birdhouse Prototype Paris Design Award -Green Architecture Collaborate with Haimei Li Situated on the stark footprint of an abandoned airport runway, this project reimagines the site as a fluid, organic sanctuary where industrial history yields to the rhythms of the wetland. TYPOLOGICAL SECTION circular forms at both the The design adopts flexible, flowing Responding to the wetland’s c h i p e l a g o t o p o g r a p h y, planning and architectural scales, drawing inspiration froma rthe spherical primitives are carved Icelandic coastline and the flight paths of birds. Employing v i a an B o o l e a n o p e ra t i o n s i n t o typologies: the Tower, the PLAN - L1 PLAN - L2 PLAN organic architectural language, the design resonates withthree the Sunken Unit and Ground Hub. A PLAN biomimetic kinetic skin envelops local landscape. Seamlessly merging with the site, the circling these forms, featuring flippable form orchestrates an immersive outdoor journey amidst natural panels that abstract avian plumage. These architectural elements, leading to shell-like, 360-degree panoramic enclosures “feathers” camouflage observers to minimize disturbance to across three typologies wildlife, while the adjustable tailored to distinct terrains. This fluid, expressive form stands in accommodates users mechanism all heights, allowing visitors to deliberate contrast to the Ground abandoned airport runway. Whileof the Hub Sunken Unit Floating Tower customize their viewing apertures. Responding to the WALL wetland’s archipelago topography, spherical primitives are SECTION & DETAILS straight runway dictatesFORM a history FINDING of human takeoff and industrial three typologies: the Tower, the Sunken SECTION SECTION SECTION dominance, the new circular walkways and spherical volumes carved via Boolean operations into Unit and Ground Hub. A biomimetic kinetic skin envelops these forms, TYPE 2 - SUNKEN UNIT signify the site’s return TYPE 1 - FLOATING TOWER to nature. These contrasting geometries TYPE 3 - GROUND HUB featuring flippable panels that abstract avian plumage. These architectural two-level tower allow visitors to observe flying birds from a raised floor. The round layout allow This unit sinks 1.2m into the wetland and provides a unique perspective to observe foraging birds at This unit is located on the ground and performs as a traditional “watch hut” with three spheres: the overlay oneThis another as a palimpsest, forming a metaphor that “feathers” camouflage observers to minimize disturbance toentrance wildlife, while views from the vessel toward any direction. The drifted vessels are mainly located along the costal water level. It consists of two merging balls, like a floating hut. The smaller ball provides the smallest one provides entrance and bathroom; the medium provides a lounge with bench, sofa, and with stairs, with cabinets. The biggeraccommodates ball allows people to gather and stay. a coffee table; the largest one provides chairs along the pheriphery for observors to sit and watch. thea spiral adjustable mechanism users of all heights, allowing reveals the line and some specific watching points. site’s historical transformation. By applying a soft and humble visitors to customize their viewing apertures. architectural gesture to the ruination of the runway, the project establishes a sustainable dialogue between past and future. this project trial history ble, flowing s, drawing hs of birds. onates with ircling form nts, leading typologies TYPOLOGICAL SECTION abandoned y of human nd spherical geometries reveals the architectural sustainable 38 Ground Hub MASTER PLAN Sunken Unit Floating Tower Rhino+Grasshopper+AI (Nano Banna) Early Phase Explore FORM FINDING Responding to the wetland’s a r c h i p e l a g o t o p o g r a p h y, spherical primitives are carved v i a B o o l e a n o p e ra t i o n s i n t o three typologies: the Tower, the Sunken Unit and Ground Hub. A biomimetic kinetic skin envelops these forms, featuring flippable panels that abstract avian plumage. These architectural “feathers” camouflage observers to minimize disturbance to wildlife, while the adjustable mechanism accommodates users of all heights, allowing visitors to customize their viewing apertures. Ground Views- Sunken Unit Ground View - Ground Hub Rhino+Grasshopper+AI (Nano Banna) Early Phase Explore WALL SECTION & DETAILS 39
21. Chengdu Future Science City Launch Area 1st prize, built, work at OMA Supervisor: Ravi Kamisetti Contact: RKamisetti@oma.com Image Credit - OMA I participated in two rounds of this master plan competition. The first round I mainly responsisble for submission production in terms of diagram drawings. After wining the the fisrt round , I start to engaed with the design of education campus inside the public cluster. Particularly, my design study of the students amenities area are applied as formal guidance for LDI to develope the construction drawings . (dash area) On the other side, I also working with the design of a gate structure in the entrance area. parametric modeling Iterations are made to understand the gate both as a habitable installation and part of the ecosystem. Image Credit - OMA Concept of Duality Iterations of porosity indicating, illumination and ventilation 40 41
22. Reshaping the Interface Generative AI Sustainable Skin Design Independent Study, Exhibitied at 4C Gallery, LA The legacy of traditional sustainable design is monumental and indispensable. For decades, it established a paradigm of quantifiable performance, transforming architecture from a purely formal discipline into a measurable science of environmental responsibility. Through rigorous standards like LEED, data-driven analysis, and a focus on energy efficiency and passive strategies, this movement laid the essential groundwork for every environmentally conscious decision we make today. It taught us how to build with less impact, perfecting the art of mitigation and optimization. This approach, however, often resulted in a sustainability that was technically profound but culturally invisible, its successes hidden within high-performance wall assemblies or efficient mechanical systems. Building upon this essential foundation, our work seeks to continue and redefine the conversation. We ask a new question: What if we could also build with more meaning? This new philosophy extends our focus from the crucial, yet often unseen, metrics of performance to the visible, narrative potential of materials ‘after the end.’ I leverage artificial intelligence to add a new, expressive layer to them—exploring how discarded objects can be honestly reinstated into our buildings as a testament to their own history. This study is powered by a symbiotic dialogue between human intuition and artificial intelligence. The tech is not a mere tool, but a creative collaborator. Through sophisticated prompt engineering, we guide the AI not just to arrange waste, but to perceive it as a complex design element, discovering emergent spatial rhythms and tectonic orders within its inherent chaos. The result is a hyper-visible sustainable interface—a ‘tapestry’ of material stories that stands in stark contrast to the monolithic, pristine surfaces of conventional building. As a work of public art, this facade is kinetic and didactic; it shimmers and changes with the light, engaging the public in a constant dialogue about its origins and the realities of our material supply chains. This approach does not negate the need for high-performance systems; rather, it clothes them in a skin of cultural relevance. This powerful fusion—where reclaimed materials (sustainability) are transfigured by computational creativity (tech) into a new form of public expression (art)—marks an evolution. It adds a crucial dimension of public engagement and aesthetic expression to the foundational principles of technical efficiency. In this new order, we honor the legacy of our predecessors by taking their work to its next logical step: orchestrating a material’s rebirth into an order that is not only efficient, but also legible, resonant, and rich with meaning. 42 Generative architectural interfaces through iridescent mosaic 43
23. Generative architectural interfaces through: 1. arcylic 2. metallic fabric 3. wheel Frame 4. tree branch 5. e -waste 6. dyed fabric 7. home appliance 8. matte fabric 44 1 2 3 4 5 6 7 8 45
24. Immersive Sichuan Noodle House / Muti-Modal Spatial Interaction Prototype Group Research, in collaboration with Yufei Mao, Yina Zhen, Ruonan Zhang, Shihao Chen Tongji University DigitalFUTURE workshop CCFC Best Aacademic Design Award This project innovatively fuses generative AI with a real-time audio, visual, gestures interaction system to create an immersive Sichuan noodle restaurant experience for the global dining market. I am the project lead to planing the experiential sequence and help design digital interaction contents. Guests can participate in "digital dough-kneading" through gesture interaction, experience back-of-house DJ soundscapes, and control visual effects within a "Real time Digital Noodle-Pulling Music Video" programmed by web three.js. The hand gestures are captured through Google mediapipe technology. The space utilizes an intelligent zoning design, combining immersive booths with standard tables. This approach ensures an efficient table turnover rate while enhancing the social, entertainment, and cultural dimensions of dining through multisensory interaction, achieving a seamless fusion of technological empowerment and traditional culinary arts. TECHNICAL PIPELINE INTERACTIVE VISUAL & GESTURES DESIGN Seating/Ordering Background Animation: Hailuo AI, Jimeng AI Face x Group Visual Background: Hailuo AI | Scene Sound Effects: Aigei Gesture Generation & Recognition: Google Mediapipe 46 INTERIOR MAPPING TEST FAST FOOD ZONE SPATIAL INTERACTION LAYOUT LOBBY MEDIA WALL IMMERSIVE UNITS Face x Voice Visual Effects: Hailuo AI Scene Sound Effects: Aigei, Guangchang, Motion Array Gesture Generation & Recognition: Google Mediapipe 47
25. A Digital Tectonic of Interlacing - Robotic Fabrication Prototype This project explores the untold relationships between concrete and soil in conventional architecture construction. Erecting concrete columns often require the excavation of soil for foundational purposes, which results in a surplus of this material. The hybrid prototype rethinks the use-cycle of the soil by reinterpreting its function within both the structural design and ornamentation of the column. Partner:Studio Luis Medina Insturctor: Ehsan Barharlou UVA Research Team: Yangqi Yang, Luis Medina Instructor: Eshan Barhoulu Duomo di Cefalù,Italy solomonic’ colums, Paris Architectural elements have historically been constructed using singular materials, construction methods, and functions within building systems. For example, columns have traditionally been implemented exclusively as part of the structural system of buildings. Although intensive efforts to design and ornament columns have been set forth from very early ages (dating back to the bronze era in Egyptian architecture, circa 3,000 BC), a hybridization of both structural efficiency and secondary programmatic functionality have rarely been explored. Lazare church, France we uses the concepts of “architectural tectonics“ and ‘duality’ as a means of designing and building the hybrid column typology through computation and additive robotic fabrication techniques. Dry-joint, also known as ‘cold joint’, refers to a construction technique that uses high-precision geometries to provide ‘dry’ interlocking connections between building unit layers. The benefits of developing dry-joint connections include, but are not limited to; ease of construction, rapid assembling time, and the non-necessity of wet bonding materials. Orvieto Cathedral, Italy History of Hybrid Columns excavated soil excavation foundation concrete column concrete + soil column Soil Reuse Concept plan intersection intersection extrusion twisted interlock customized section concrete core earth component interlaced structure 49
26. Pringint Toolpath Management c1 c2 C B b1 A b2 a1 4’ b3 a2 a3 Fabrication Process Early casting test The mix designs of concrete and earth are studied and applied to joint blocks for the form study. The material ratios are evaluated by the ability to shape the formwork's joint forms and keep the shapes after hardening.Considering fabrication parameters such as robotic movement speed, extrusion rate, and nozzle size, the thickness of the printed formworks is optimized for saving material and time and supporting the formwork structure. 50 Concrete Formwork RPM Speed Layer Height mm section A 80 0.04 1mm section B 60 0.06 1mm section C 60 0.06 1mm NOZZLE SIZE 1.5mm EXTRUEDER MDPH2 - PELLET HEAD EXTRUDER ROBOT KR6-10 R1100-2 51
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28. / Pedestrian Bridge Guardrail Optimization with GH+Python Collaborator:Yangqianqian Hu Contact: eva.hu1@aecom.com (GH/PYTHON) Helped my friend at Aecom optimize the script of handrail for construction modular thinking. The original script convey the gradient design intention but don't have control of the value of variation. The new script can manually divide the elements into three - the adjustable constant gap in the middle and the gradient gaps on both sides. Conditional Loop is applied to express the laguage of gradient. Before Optimization, the gradient of gap is non measurable for construction ses 4n,a sion 1 +3n ,a+2 n,a ...a+ +n sess ion 2 a . 3 4n... ion sess +3n,a+ 2n.a n.a+ a+ After Optimization, the gradient of gap is a construction-friendly modular system 54 55