Yifan li， portfolio by yifan li

Yí Fān

S AIL

WORK SAMPLE OF YIFAN LI

YIFAN LI

ASSOCIATE AIA LEED AP BD+C WELL AP Fitwel Ambassador Portfolio Link: https://issuu.com/lyfian/docs/yifan_li___resume__portfolio/

EDUCATION

Georgia Institute of Technology 08. 2015~08. 2018 Atlanta, US

Master of Architecture GPA 3.90 Master of Science GPA 3.90 in Architecture Technology (high performance building track)

♦ Georgia Tech School of Architecture Archive, Fall 2015/ Spring 2016/ Fall 2017 ♦ ULI Hines Student Competition, Honorable mention, Fall 2017

South China University of Technology 09. 2010~06. 2015 Guangzhou, China

Bachelor of Engineer (Landscape Architecture)

♦ National Landscape Student Competition, third prize, Spring 2014 ♦ CIOB National Green Building Invitational, third prize, Fall 2013 ♦ University Scholarship, Fall 2013

Politecnico di Torino 09. 2011~07. 2012 Turin, Italy

Erasmus exchange program (Architecture)

SKILL

Software

♦ 3D Modeling: Revit (4 years), AutodeskCAD (10 y), SketchUp (10 y), Rhinoceros (6 y), Grasshopper (4 y). ♦ Simulation and Analysis: IES-VE (2 y) , EnergyPlus (2 y), OpenStudio (2 y), LadyBug (2 y), HoneyBee (2 y), DIVA (2 y), ENVI-met (1 y), ArchGIS (2 y), THERM (3 y), WINDOW (3 y), WUFI (2 y), Modelica (1 y), Depthmap (4 y). ♦ 2D Drawing and Rendering: AdobePhotoshop (7 y), InDesign (6 y), Illustrator (7 y), BlueBeam (2 y), V-ray (6 y), Enscape (1 y), Lumion (4 y). ♦ Others: Processing (Java, Python), Visual Studio (C#, Javascript).

Practice Sketch drawing, Watercolor rendering, Freehand drawing. Physical model, Photography.

Language Mandarin Chinese (Native), English (Full professional), Italian (Elementary)

Mobile: 678-995-2856 Email: lyfian0924@gmail.com

OBJECTIVE ♦ About three years’ working experience as an architectural designer with a specialty in sustainable design. Helped teams on building performance simulation and analysis. ♦ Worked with multiple design teams from concept to CA phase, and helped teams meet deadlines. Prepared drawings or diagrams using Revit, InDesign, SketchUp, Photoshop, or other design software. ♦ Familiar with building code in practice, especially energy conservation code such as IECC, ASHRAE 90.1. ♦ Organized and presented on several firm-wide pieces of training about sustainable design. Trained more than 30 project teams on using building energy model tools, and gave potential strategies for energy saving. ♦ Self Motivated fast learner, passionate about architecture, working hard and efficient. On my way to becoming a Registered Architect.

WORK EXPERIENCE Cooper Carry / Designer II

11. 2018~ now Atlanta, US ♦ Worked on eight LEED Projects. Drew architecture construction documentation drawings and diagrams. Researched on LEED credits and tracked scorecard. Prepared LEED certification documentation, and submitted for review. Marked up LEED review comments and coordinated with consultants for final submission. Attended OAC meetings, and reviewed contractor’s submissions. Coordinated with MEP consultant and reviewed their submissions. ♦ Did architectural drawings and concept diagram drawings. Did climate, solar radiation, daylit, glare simulation. Prepared the RFP set during marketing and concept phase. ♦ Worked as sustainability consultant. Optimized facade design basing on energy model results. Gave design suggestions under different design phases. ♦ Cooperated with HVAC designer and energy engineer on energy model. ♦ Finished over 40 Energy Models for multiple types of projects (residential, hotel, mixed-use, K-12, higher education, office) under different design phases. ♦ Managed firm-wide AIA 2030 portfolio, and the firm’s total energy model area got a 100% improvement on AIA 2030 DDx. ♦ Run 2D and 3D heat transfer simulation for building detail sections. Finished COMCheck envelope part for permit drawing set. ♦ Firm-wide training on sustainability design (building performance simulation tools, energy-saving design strategies, energy code updates). ♦ Tools used: Revit, Insight 360, Illustrator, InDesign, Photoshop, Rhinoceros, Grasshopper, Diva, Sketchup. ♦ Project types: Hospitality, Mixed-use, Multifamily, K-12, Office, Retail.

Gatech School of AE / Research Assistant 01. 2018~ 08. 2018 Atlanta, US ♦ Worked with researchers from Aerospace Engineering department for their new lab design. Made program list, program diagrams, and site analysis. Made 3D model and floor plans using Rhinoceros. Made renderings using V-ray.

BLDGS Architects / Intern (summer + part-time) 05. 2016~ 12. 2017 Atlanta, US

♦ Made renderings using V-ray. Made physical model for facade schemes. ♦ Worked with project architect during the design process. Made 3D model and technical drawings using Rhinoceros and AutoCAD. Made renderings using V-ray. Prepared competition drawing set.

RSAA GmbH / Intern 01. 2015~ 04. 2015 Beijing, China ♦ Worked with design architect during the design development phase. Made 2D and 3D drawings. ♦ Made 3D and 2D drawings. Prepared competition drawing set.

PROJECT LIST WORK PROJECT With Cooper Carry (2018 to now)

♦ Dream Hotel and Mixed-use: SD to CD phase. Hotel. Did architectural sustainability design work for the project. Did site analysis and climate analysis for the location. Did energy models for different design phase, and gave strageties on energy saving. Did facade optimization analysis, and made design suggestions. ♦ King Street Hyatt Hotel: CA phase, Hotel. Got LEED Silver, under construction. Did CA phase architectural design and LEED certification credits' documentation. Coordinated with consultants and reviewed consultant's submissions. Had OAC meetings, and reviewed contractor's submissions. Did LEED credits' tracking and submission. ♦ Avocet Tower Office: DD to CA phase, Office. Targetting LEED Platinum, under construction. Did CD to CA phase architectural design and LEED certification credits' documentation. Prepared and held construction kick off meeting with contractor and owner. Coordinated with consultants and reviewed consultant's submissions. Had OAC meetings, and reviewed contractor's submissions. Did LEED credits' tracking and submission. ♦ StateView Hotel: CA phase, Hotel. Got LEED Silver, occupied. (Similier duty as the one above) ♦ UVA Town Center Four: CD to CA phase, Office. Targetting LEED Gold, under construction. (Similier duty as the one above) ♦ Hoffman Mixed-use: CD to CA phase, Apartment. Targetting LEED Gold, under construction. (Similier duty as the one above) ♦ Medical Art: CD to CA phase. Hotel. Worked on the energy model with mechanical and electrical designer. Prepared for the energy rebate application. ♦ Clarendon Courthouse Residentiall: Concept phase. Apartment. Worked on the early phase design scheme's energy model comparison. Give sustinability strategies. ♦ TC Williams Minnies Howard High School: Concept phase. K-12. Targetting LEED V4 Silver. Worked on site and climate analysis. Made energy model for design schemes. Give general suggestions for LEED credits. ♦ GMU Digital Innovation: Concept phase. Higher Education. Worked on energy model comparison, site analysis, climate analysis, daylit and glare analysis, solar radiation analysis.

With BLDGS (2016 to 2017)

♦ MALI Extension: Concopt phase. Museum. Did program analysis and site analysis. Made 3D model using Rhino and Sketch Up. Drew technical drawings with CAD. Did renderings using V-ray and Photoshop. Prepared competition package using InDesign. ♦ Van Leer Building Renovation: Construction Document phase. Higher Education. Did physical model for facade design schemes. Selected material and color for facade design. ♦ Gatech Student Center Renovation: Concept phase. Higher Education. Did program analysis and site analysis. Made 3D model using Rhino and Sketch Up. Drew technical drawings with CAD. Did renderings using V-ray and Photoshop. Prepared competition package using InDesign.

EDUCATOIN PROJECT Architecture Design (graduate + undergraduate) ♦ Student Apartment; Co-housing; Single Family ♦ Campus Library; Art Museum; Bus Station ♦ Resort and Hotel; Post Office

Landscape Architecture Desing (undergraduate) ♦ Historical Chinese Garden Entrance ♦ Theme City Park Plan and Design

Urban Design (graduate + undergraduate) ♦ ULI Hines Student Urban Design Competition ♦ Residential District Plan and Design ♦ Waterfront District Design

CD Phase

REAM

OTEL

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, HOSPITALITY TIME: 2019.01 ~ 2019.10 MY ROLE: SUSTAINABILITY ANALYSIS, ARCHITECTURE DESIGN PROJECT PHASE: SCHEMETIC DESIGN TO CONSTRUCTION DOCUMENT SITE: ATLANTA, GEORGIA, USA GROSS FLOOR AREA: 522,064 SQF TOOL USED: REVIT, COVE.TOOL, LADYBUG, BLUE BEAM

34.8% REDUCTI

code minimum) wall R value adjustment

By modifying the default building schedule to fit the designed building programs, the predicted EUI will be more accurate. The Whole buildingâ&#x20AC;&#x2122;s EUI got reduced by 34.8%.

* RENDERING BY LIFANG CO.

GEOMETRY AND SECTION

150'-0".

technical drawings plan section site 45°.

35'-0".

45°.

20 SID ' - 0" EY ARD

20190028

D 04/17/2019

E.1

F.3

L TRANSITIONAL M HEIGHT PLANES N AND YARDS 14' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 12' - 8"

DREAM HOTEL & MIXED USE DEVELOPMENT STAIR #H1 172 SF

W 282 SF

BAR 197 SF

EL. 117' - 8" LEVEL 11 - HEALTH CLUB EL. 108' - 0" LEVEL 10 - HOTEL EL. 98' - 4" LEVEL 9 - HOTEL EL. 88' - 8" LEVEL 8 - HOTEL EL. 79' - 0" LEVEL 7 - HOTEL EL. 69' - 4" LEVEL 6 - HOTEL EL. 59' - 8" LEVEL 5 - HOTEL EL. 50' - 0" LEVEL 4 - HOTEL

M 230 SF

HEALTH CLUB 4,529 SF ROOF GARDEN 831 SF 2BR / DEN 2,953 SF 2BR / DEN 2,953 SF

GUESTROOM 334 SF

2BR / DEN 2,539 SF

GUESTROOM 340 SF

2BR / DEN 2,539 SF

2BR / DEN 2,578 SF

LOBBY / LOUNGE 1,730 SF

EL. 36' - 0" LEVEL 3 - BALLROOM EL. 27' - 0" LEVEL 2.5 - PARKING EL. 18' - 0" LEVEL 2 - RETAIL/ PARKING

ELEVATOR SHAFT

STAIR

W 367 SF

PRIVATE DINING 915 SF

1BR 1,286 SF

BOARD ROOM 617 SF

RETAIL 1,065 SF

SHARED WORKING SPACE 11,688 SF

ELEVATOR ELEVATOR SHAFT SHAFT

TERRACE 4,769 SF EXTERIOR CORRIDOR 2,093 SF

STAIR #R2 275 SF

RETAIL 10,569 SF

TERRACE 4,457 SF RETAIL 10,569 SF

LOBBY 289 SF

35' - 0"

CORRIDOR 889 SF

LOFT SUITE 816 SF

18' - 0"

BALLROOM A/V BOOTH 900 SF

MAIL & PACKAGE ROOM 253 SF

EL. 0' - 0" LEVEL 1 - RETAIL EL. -10' - 8" LEVEL -1 - RETAIL/ PARKING EL. -20' - 8" LEVEL -2 - PARKING

PORTE COCHERE

18' - 0"

EL. 148' - 0" ROOF EL. 133' - 8" LEVEL 12 - HOTEL EL. 129' - 8" LEVEL 11.5 - HOTEL PLENUM

A N° PROJECT

RETAIL / RESIDENTIAL DROP OFF

BOH 1,213 SF PARKING 63,296 SF

BOH 1,213 SF

10' - 0" 10' - 8"

EL. 150' - 0" T.O. PARAPET

EL. 150' - 0" T.O. PARAPET EL. 148' - 0" ROOF

EL. 135' - 4" LEVEL 12 - RESIDENTIAL EL. 124' - 8" LEVEL 11 - RESIDENTIAL EL. 114' - 0" LEVEL 10 - RESIDENTIAL EL. 103' - 4" LEVEL 9 - RESIDENTIAL EL. 92' - 8" LEVEL 8 - RESIDENTIAL EL. 82' - 0" LEVEL 7 - RESIDENTIAL EL. 71' - 4" LEVEL 6 - RESIDENTIAL EL. 60' - 8" LEVEL 5 - RESIDENTIAL EL. 50' - 0" LEVEL 4 - RESIDENTIAL EL. 36' - 0" LEVEL 3 - BALLROOM EL. 27' - 0" LEVEL 2.5 - PARKING EL. 18' - 0" LEVEL 2 - RETAIL/ PARKING EL. 0' - 0" LEVEL 1 - RETAIL EL. -10' - 8" LEVEL -1 - RETAIL/ PARKING EL. -20' - 8" LEVEL -2 - PARKING EL. -25' - 8" B. O. PIT

PROJECT N°

20190028

SITE SECTION B

04/17/2019

EL. 150' - 0" T.O. PARAPET EL. 148' - 0" ROOF

DREAM HOTEL & MIXED USE DEVELOPMENT 2BR 1,871 SF

LOBBY 211 SF

PENTHOUSE 2 - LOFT 1,295 SF

2BR / DEN 2,618 SF

PENTHOUSE 1 - LOFT 2,164 SF

2BR / DEN 2,614 SF

PENTHOUSE 1 2,021 SF

2BR / DEN 2,618 SF

2BR 2,021 SF

2BR / DEN 2,618 SF

2BR 2,020 SF

2BR / DEN 2,618 SF

2BR 2,021 SF

2BR / DEN 2,618 SF

2BR 2,021 SF

2BR / DEN 2,410 SF OFFICE 4,782 SF

EL. 114' - 0" LEVEL 10 - RESIDENTIAL EL. 103' - 4" LEVEL 9 - RESIDENTIAL EL. 92' - 8" LEVEL 8 - RESIDENTIAL EL. 82' - 0" LEVEL 7 - RESIDENTIAL

SHARED WORKING SPACE 11,688 SF

STOR. 99 SF PARKING 28,029 SF

STAIR #R4 344 SF STAIR #P2 343 SF

LOBBY 629 SF

LOBBY 763 SF

LOBBY 1,234 SF

SHARED WORKING SPACE 11,688 SF

PARKING 27,242 SF

LEASING OFFICE 1,435 SF

RES. LOBBY 583 SF

20190028

04/17/2019

EL. 36' - 0" LEVEL 3 - BALLROOM EL. 27' - 0" LEVEL 2.5 - PARKING EL. 18' - 0" LEVEL 2 - RETAIL/ PARKING

STAIR #P2 534 SF

RES. LOBBY 583 SF

PROJECT N°

EL. 71' - 4" LEVEL 6 - RESIDENTIAL EL. 60' - 8" LEVEL 5 - RESIDENTIAL EL. 50' - 0" LEVEL 4 - RESIDENTIAL

2BR 2,021 SF LOBBY 1,049 SF

RETAIL 10,569 SF

RETAIL 3,960 SF

EL. 135' - 4" LEVEL 12 - RESIDENTIAL EL. 124' - 8" LEVEL 11 - RESIDENTIAL

PENTHOUSE 2 1,765 SF

2BR / DEN 2,626 SF

PARKING 63,296 SF

EL. 0' - 0" LEVEL 1 - RETAIL EL. -10' - 8" LEVEL -1 - RETAIL/ PARKING EL. -20' - 8" LEVEL -2 - PARKING

SITE SECTION D

FLOOR PLAN

32' - 0"

N 20' - 0"

R.1

23' - 10"

20' - 0"

25' - 6"

BALCONY 157 SF

57' - 4"

25' - 6"

13 14

51' - 0"

9' - 6"

BALCONY 208 SF

BALCONY 213 SF

BALCONY 140 SF A2-1BR-DEN 1,285 SF

A1-1BR-DEN 1,192 SF

B3a-2BR-DEN 2,041 SF

A2-2BR-DEN 1,592 SF

BALCONY 165 SF

STAIR 203 SF

28' - 8"

B1a-2BR-DEN 1,976 SF

LOBBY 233 SF

BALCONY 92 SF

FSA

B2a-2BR-DEN 2,323 SF

ELEV OVERRIDE

BALCONY 92 SF

FSA

BALCONY 360 SF

10' - 0"

BALCONY 270 SF

DOG PARK 8,637 SF

30' - 6"

25' - 6"

LOFT SUITE 816 SF

27' - 6"

F.3 F

BALLROOM A/V BOOTH 900 SF

OPEN TO BALLROOM BELOW

27' - 8"

D.1 C.1

OPEN TO PREFUNCTION BELOW

ELEC 48 SF

ICE

35' - 0"

B A

6.1

OR AREA: 16,934 SF " -0 10'

9.8 10

J.2

BAYS 37 37 37 37 37 37 30 252

25' - 6"

BALCONY 952 SF

27' - 0"

Count 2 1 1 5 3 1 1 1 1 3 1 SS FLOOR AREA: 18,809 SF 1 2 4 1 1 1 E 1 1 4 1 3 1 5 TEL BAYS 46

190028

BALCONY 146 SF

C1-3BR-DEN 3,217 SF

AL UNIT COUNT

31' - 2"

R.D 25' - 6"

0" 5' -

SPEED RAMP DOWN 04/17/2019

32' - 0"

CARD CONTROL 80

31' - 2"

25' - 6"

23' - 10"

20' - 0"

7.1

25' - 6"

1" / 12"

12 4 - HOTEL 13 14 / RESIDENTIAL LEVEL

9.8 10 11 25' - 6" 25' - 6"

51' - 0"

9' - 6"

DREAM HOTEL & MIXED USE DEVELOPMENT

35 FT REAR YARD BUFFER W/ LANDSCAPE SCREEN 20 FT SIDE YARD BUFFER W/ LANDSCAPE SCREEN

20' - 0"

RRY ,NInc.,191 Peachtree Street NE, Suite 2400, Atlanta, Georgia 30303 Tel. 404-237-2000 Fax 404-237-0276

ONE WAY

M 27' - 0"

RECYCLE 128 SF

TRUCK DOCK

TRASH

TRASH 203 SF SERV. LOBBY 259 SF

LOADING DOCK 893 SF

GA POWER VAULT 856 SF

BOH STOR 739 SF

MAIN ELEC RM 522 SF

WATER PUMP 230 SF

EM ELEC 83 SF

- 0" P. TY

SECURITY 692 SF

MAIL ROOM 767 SF

RESTAURANT 2,575 SF

MECH VENT SHAFT SPEED RAMP DOWN TO RESIDENTIAL / HOTEL/ RETAIL PARKING

BOH 203 SF

BOH 214 SF

RETAIL 3,958 SF

GENERATOR RM 541 SF

SERVICE CORRIDOR 2,003 SF

40'

57' - 4"

REF. TRASH 115 SF

BOH 116 SF

RETAIL 2,421 SF

. YP "T -0 40'

75 FT STREAM BUFFER

DROPOFF

SPEED RAMP UP TO RETAIL / OFFICE PARKING

MAINTENANCE STORAGE 908 SF

RETAIL 3,347 SF

J.2

PERVIOUS PAVING AREA 1 1/2" / 12"

10' - 0" 39' - 3"

- 0" 15'

HOST

BAR 738 SF

ELEV. LOBBY 280 SF

RESTAURANT 2,065 SF

ZO URE

ZON

ITY

LK ZO

M EN

IT FURN

27' - 8"

LUGGAGE 245 SF CAFE 1,435 SF

TAL

7' A

WA 10'

35' - 0"

LOBBY 149 SF

MEN PPLE 5' SU

BUILDING ABOVE

PORTE COCHERE RESTAURANT

STANDARD BIKE RACK, TYP.

ROOF / BALLROOM ELEV.

LOBBY 336 SF

BOH 1,343 SF

HOTEL

LOBBY 1,222 SF

W 129 SF KITCHEN 2,240 SF

04/17/2019 10

6.1

7.1

TRANSFER STAIR ABOVE HOTEL / OFFICE SERVICE AREA

SHOW KITCHEN 343 SF REF. TRASH 185 SF M W 101 SF 100 SF

ONE WAY

190028

ELEC 188 SF

CORRIDOR 927 SF JAN. M 67 SF 130 SF

FEATURE STAIR

BUILDING ABOVE

VALET 90 SF

FLUSH CURB CONDITIONS AT CURB CUTS, TYP.

BIKE PARKING STALLS, TYP.

DROPOFF AREA

ART PIECE

D.1 C.1

LOBBY 626 SF

FSA

E LL

FUTURE ESCALATOR LOCATION E.1

LOBBY 406 SF

F.3

OFFICE

RESIDENTIAL FSA

ATLANTA TYPE C LIGHT TYP. @ 40'-0" O.C.

44' - 3"

FIRE CTRL 201 SF

28' - 8"

OAK TREE SPACED 40' O.C. TYP.

1 3/4" / 12"

RETAINING WALL

LOADING DOCK 496 SF

TRUCK DOCK TRASH

UNDERGROUND DETENTION POND AREA

BUILDING ABOVE

SITE PLAN / LEVEL 1

DREAM HOTEL & MIXED USE DEVELOPMENT

CLIMATE ANALYSIS

DRY BULMB TEMPERATURE

RELATIVE HUMIDITY

PSYCHROMETRIC CHART ANALYSIS

POTENT

TIAL SUSTAINABILITY STRATEGIES

TOTAL RADIATION

BREAKDOWN EUI FOR DIFFERENT DESIGN PHASES

LOCATION ORIENTATION

DD Phase

5.4% REDUCTION

GEOMETRY WINDOW TO WALL RATIO

Concept/SD

SD Phase

EXTERIOR WALL R VALUE SCHEDULE

DD/CD

GLAZING U FACTOR

SYSTEM BUILDING LEAKAGE (ACH)

CD Phase

34.8% REDUCTION

LIGHTING POWER DENSITY

BREAKDOWN EUI FOR DIFFERENT DESIGN PHASES Chart Title 20

16.4

16.1

15 10.4

8.3 6.3 5.9

5 0

3.4

Cooling

7.5

6.8 7.5 4.8

4.4 2.1

Heating

Lighting

Equipment SD Phase

DD Phase

5.8

6.69

7.9

3.54 1.2

0.7 0.5 0.1

Fans

Pumps

Hot Water

CD Phase

STRATEGIES USED FOR LOWER THE PEUI DD Phase:

50% WWR

40% WWR

By reducing Window to Wall Ratio from 50% to 40%, the whole building’s pEUI got reduced by 5.4%.

CD Phase:

glazing U factor adjustment

wall R value adjustment

U Factor = 1/R Value. Wall R value changed from 12 to 20; U factor changed from 0.6 to 0.4. (12 and 0.6 are code minimum) By modifying the default building schedule to fit the designed building programs, the predicted EUI will be more accurate. The Whole building’s EUI got reduced by 34.8%.

G D MU

IGITAL

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, HIGH EDUCATION TIME: 2020.04 MY ROLE: SUSTAINABILITY ANALYSIS, ARCHITECTURE DESIGN PROJECT PHASE: CONCEPT TO SCHEMETIC DESIGN SITE: ALEXANDRIA, VIRGINIA, USA GROSS FLOOR AREA: 304660 SQF TOOL USED: REVIT, COVE.TOOL, LADYBUG, HONEYBEE, RHINO, PHOTOSHOP, INDESIGN

NNOVATION

SITE ANALYSIS

EXISTING CONDITIONS PM PM The site analysis provides an in depth

understanding of the site

topography and opportunities for the projeCt.

all

street

aspeCts of site approaCh,

arrival experienCe views, orientation and ConneCtivity are Considerred key to 4 P Mt h e d e s i g n p r o C e s s . SITE 4PM SITE

12PM 12PM

VIEW WEST ARLINGTON VIEW WEST ARLINGTON

SITE SITE

MAIN VIEW TO IDIA MAIN VIEW TO IDIA

PROGRAM AND SCHEMES

C O L L A B O R AT I N G / CONNECTING

OFFICE

ADMIN. LEARNING RESEARCH

R E TA I L

SCHEME 1

R E TA I L RESEARCH

OFFICE PROGRAM AXON DIAGRAM

C O L L A B O R AT I N G / CONNECTING LEARNING ADMIN.

R E TA I L

SCHEME 2

S U S TA I N A B I L I T Y SOLAR RADIATION ANALYSIS FOR SCHEME 1

O L A R R A D I AT I O N S T U D Y

SOLAR RADIATION ANALYSIS FOR SCHEME 2

S O L A R R A D I AT I O N S T U D Y

S U S TA I N A B I L I T Y

GLA R E A N FOR A L YSCHEME SIS SOLAR RADIATION ANALYSIS 1

G L A R E A N A LY S I S D AY L I G H T I N G A N A LY S I S

D AY L I G H T I N G A N A LY S I S

S O C I A L L I V I N G R O O M - P R O M O T I N G C O L L A B O R AT I O N / C O N N E C T I O N A N D I N N O VAT I O N

CONCEPT D

SCHE

T h e b u i l d i n g s h o u l d h a v e e n c o u n t e r s p a c e s w h e r e p e o p l e g a t h e r s o c i a l l y, i t s h o u l d b e t h e s o c i a l l i v i n g r o o m o f

KING STREET HOTEL

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, HOSPITALITY TIME: 2018.11~2019.11 MY ROLE: SUSTAINABILITY ANALYSIS, LEED DOCUMENT PROJECT PHASE: CONSTRUCTION DOCUMENTATION SITE: ALEXANDRIA, VIRGINIA, USA GROSS FLOOR AREA: 95820 SQF TOOL USED: REVIT, BLUE BEAM, PHOTOSHOP, INDESIGN, ILLUSTRATOR, INSIGHT 360 CERTIFICATION: LEED V3 SILVER

* RENDERING BY LIFANG CO.

WALKABLE SITE DESIGN - GOT LEED INNOVATION CREDIT

WALKABLE SITE DESIGN NARRATIVE The Walkable Site Innovation requirements are listed as below: (Our design got the following 8 items that in different colors) 1. Continuous sidewalks or equivalent all-weather routes for walking on the project site. Continuously sidewalks are designed on all facades with functional building entrances. Hotel entrance, office entrance, and restaurant entrance are linked by sidewalk. 2. A main entrance on the primary facade faces a public space such as a street, square, park, paseo, or plaza, but not a parking lot, and is connected to sidewalks. South elevation of the building is considered as the primary facades (marked with purple dotted line). Hotel entrance, which designed as the main entrance, is facing a street (King Street). 4. Any new off-street parking is located at the rear or interior side of the building, minimizing visibility of the off-street parking from the vehicle travel way and the primary facade. The hotel provides on the ground parking for future office users. The parking lot locates at the back of the building, which is adjacent to an alley, an existing building's exterior wall, and the hotel's parking garage entry. The parking lot has gotten a minimized visibility to the primary facade. 5. Newly constructed sidewalks are at least 10 feet (2.5 meters) wide for retail or mixed-use projects and at least 5 feet (1.5 meters) wide for all other project types. The width of new constructed sidewalks are at least 13'3". It meets the requirement above. (see the signing and pavement marking plan for more detailed information for this part) 6. No more than 20% of the street frontage includes garage or service bay openings. Alley access is used instead, if available. All the garage and loading entries are located at the back of the building, with an alley access. 7. At-grade crossings with driveways account for no more than 10% (or 20 feet [6 meters], whichever is greater) of the length of sidewalks that are adjacent to streets within the project. No at-grade crossing with driveways is designed with the sidewalks along the building facade. 8. No more than 30% of the primary faรงade at ground-level is without doors or windows, with a maximum interval of 15 feet between doors or windows. All the glazing windows and doors on the ground level are marked with blue in the diagram. The maximum interval of them on primary facade is no larger than 15 feet. 9. Trees are provided between the vehicle travel way and sidewalk at intervals of no more than 50 feet (15 meters), measured from the center of the trees. Both existing and new trees may be used. Trees are provided between the vehicle travel way and sidewalk at intervals of no more than 50 feet.

PUBLIC TRANSPORTATION - LEED SUSTAINABLE SITE CREDIT SITE

Bus Stop 1 3 2

Walking Distance B u s e s : AT 2 , R i d e AT 7 , R i d e AT 8 , R i d e K S T, R i d e

Bus Stop 2

W a l k 67 ing Distance Bus Stop 1: Walking Distance from Site < = 0.1 mile. AT2, 60 rides per day; AT7. 26 rides per day; AT8. B u s e s : AT 5 , R i d e rides per day; KST, 48 rides per day. Bus Stop 2: Walking Distance from Site 0.1 mile. AT5, 34 rides per day. Bus Stop 3: Walking Distance from Site 0.1 mile. AT10, 30 rides per day. Bus Stop 3

Walking Distance B u s e s : AT 1 0 , R i d

FLOOR PLAN AND VIEW TO OUTSIDE

OTES

RY THE CENTER FOR CONNECTIVE ARCHITECTURE

ATLANTA

OREFRONT WINDOW

STANDARD MODULAR BRICK, ROTATED 90 DEGREES TO FORM FRAME PROJECTION

FACTORY PAINTED FRAMING UOUS INTEGRATED WEEPING SILL RIOUS MATCHING ALUMINUM PANEL LOW-E COATED GLAZING SYSTEM D WITH INBOARD AND OUTBOARD RACON VNE 19-63). PROVIDE TS.

WINDOW WALL

(OR AS NEEDED @ GROUND FLOOR) NING FULL HEIGHT WITH THERMAL ING SILL FLASHING EXTRUSIONS, NUM PANEL INFILL AND CLOSURES, G SYSTEM (VISION OR SPANDREL UTBOARD LITES OF 1/4" THICK WITH DE EXTRUDED ALUMINUM TRIM ONS, AS DEPICTED IN THE ND/OR INCREASED FRAMING MATCHING PVDF FINISH ON ALL

CAST STONE WINDOW SILL

Regularly Occupied Areas without direct line-of-sight to views No.

Regularly Occupied Areas with direct line-of-sight to views H

Non-regularly Occupied Areas

” FACTORY PAINTED FRAMING LOOR SLABS WITH THERMAL BREAK G VARIOUS MATCHING ALUMINUM LATED LOW-E COATED GLAZING PECIFIED WITH INBOARD AND RSPACE (VIRACON VNE19-63 AS ENT AND/OR INCREASED FRAMING MATCHING PVDF FINISH ON ALL

1 3

Date

02/12/2016 10/24/2016 03/31/2017 06/09/2017 09/01/2017 09/20/2017 02/02/2018 03/30/2018 06/29/2018 09/07/2018

15 G

PERSPECTIVE - BRICK DETAILING

NOT TO SCALE

A4.01 6

THE CENTER FOR CONNECTIVE ARCHITECTURE

625 North Washington Street

Suite 200 THE CENTER FOR CONNECTIVE ARCHITECTURE

2 A5.21

1 A5.01

RE-CAST CONCRETE #4

1 A5.03

1 A5.02

1 A5.05

1 A5.04

ATLANTA

ELS/UNITS FOR WINDOW SILLS, ATED IN ELEVATIONS. INTEGRALLY

Alexandria, VA 22314 625 North Washington (703) 519-6152Street Suite 200 coopercarry.com Alexandria, VA 22314 SKIN SYSTEM #3 (703) 519-6152 NEW YORK WASHINGTON coopercarry.com

H AND CLEAR WATER REPELLANT #2B

ATLANTA

EL. 87' - 6" PENTHOUSE ROOF

NEW YORK

EL. 75' - 6" ROOF LEVEL

WASHINGTON

SKIN SYSTEM #4

R CLADDING

PERSPECTIVE - KING AND HARVARD

NOT TO SCALE

A4.01

12' - 0"

SKIN SYSTEM #2B

ED OVER STAINLESS STEEL METAL R INSULATION ON THE EXTERIOR OF ON EXTERIOR SHEATHING OVER FIBERGLASS BATT INSULATION OR FINISH.

W02

10' - 8"

EL. 64' - 10" LEVEL 6 - GUESTROOMS

#2A

BRAND SIGNAGE #1 W01

W01

W03

W01

W03

SKIN SYSTEM #1

W01

W03

No.

W01

BRAND SIGNAGE #1

W01

CANOPY SYSTEM #2

TRUCTURE. STEEL FRAMED - FACTORY RUCTURAL GLASS SYSTEM, WITH TRUCTURE WITH A CONTINUOUS ER AND CONNECTED TO BUILDING AVE SPEAKERS AND LIGHTING DE OF THE GLASS SYSTEM. PROVIDE #5 TS.

W03

ISSUANCES W03 Drawing Issue Description

W03

Date

SKIN SYSTEM 06/09/2017 #2A DESIGN DEVELOPMENT ISSUED FOR BID 09/01/2017 ISSUANCES PERMIT SUBMISSION 03/30/2018 No. Drawing Issue Description 06/29/2018Date ABOVE GRADE BUILDING PERMIT DESIGN DEVELOPMENT 06/09/2017 ISSUED FOR CONSTRUCTION 09/07/2018 ISSUED FOR BID 09/01/2017 W03 W03 CANOPY SYSTEM #1 03/30/2018 PERMIT SUBMISSION ABOVE GRADE BUILDING PERMIT 06/29/2018 4 ISSUED FOR CONSTRUCTION 09/07/2018

EL. 47' - 6" LEVEL 4 - GUESTROOMS

EL. 38' - 10" LEVEL 3 - GUESTROOMS

W15

SKIN SYSTEM #2C

W08

W10

W11

W10

W06

W17

W18

W19

SKIN SYSTEM #6

EL. 14' - 10" LEVEL 1

20150317

Principal-in-Charge

Project No.

ANDREA SCHAUB

06/09/2017

Project Manager

Date

JASON ALBERS Project Architect

PERSPECTIVE VIEW - SW CORNER / KING ST

-A

NOT TO SCALE

SOUTH ELEVATION - KING STREET

SCALE: 1/8" = 1'-0"

Staff Architect

A4.01

A4.04

A1.01A A4.01

HARVARD STREET

NOT TO SCALE

TT BRAND STANDARDS. COORDINATE REQUIRED LOCATIONS.

ROB UHRIN

SKIN SYSTEM #5

PERSPECTIVE VIEW - SW CORNER / KING ST

A4.04

15' - 4"

SKIN SYSTEM #3 W09

SKIN SYSTEM #5

EL. 26' - 10" LEVEL 2 - OFFICE

SKIN SYSTEM #2B

D CANOPY

BUILDING ELEVATION & PERSPECTIVES

EL. 30' - 2" LEVEL 2 - GUESTROOMS

SKIN SYSTEM #1

AD CANOPY OVER STEEL STRUCTURE, ITH DECORATIVE STEEL CABLES TERNALLY DRAINED THROUGH THE RATE CONDUIT INTERNALLY FOR

1611 KING STREET ALEXANDRIA, VA 22314 ♦ MHF King St V LLC

W03

8' - 8"

W01

60' - 8"

W01

SKIN SYSTEM #2A

E WITH FLAT PLATE STEEL INFILL E STEEL SUPPORTS AT EACH JAMB INGE SYSTEM FOR BI-FOLD SH ON ALL COMPONENTS.

Drawing No.

BARRIER ENVELOPE SYSTEM: STING OF 2" OF POLY-ISO INSULATION OF RIGID INSULATION, AIR BARRIER & FOAM INSULATION IN LIEU OF 4 Y OF THE SKIN SYSTEMS ABOVE .

KING STREET HYATT CENTRIC EL. 56' - 2" LEVEL 5 - GUESTROOMS

8' - 8"

K DOOR

OPY

EXTERIOR HIGH-PERFORMANCE PAINT APPLIED TO BRICK MASONRY AS ADDRESS GRAPHIC

8' - 8"

W01

SKIN SYSTEM #1

#1 COLOR 2

EM #1

W03

TE LINES (1-1/2" WIDE NOMINAL S430 AS BASIS OF DESIGN. PROVIDE TEM (VISION OR SPANDREL GLASS) D LITES OF 1/4" THICK WITH 1/2" #1 COLOR 1BAY WINDOW ROJECTED ND PERSPECTIVES; PROVIDE NG ORTO 2 SUPPORT AND ENCLOSE GLE GLAZING BEAD (GB-18), AND PROVIDE MATCHING PVDF FINISH ON

W01

#2B STEEL OR 1 WINDOW SYSTEM WITH

8' - 8"

SKIN SYSTEM #4

D WINDOW SYSTEM

E METAL PANEL SYSTEM AT PVDF FINISH. PROVIDE RIGID RIER (HENRY AIR-BLOCK AS BASIS NG BOARD ON METAL FRAMING. T ALL PANEL TERMINATIONS WITH F PANELS. PROVIDE MIN. R-7.5 ER LINE AND MIN. R-13 INSIDE OF D INTERIOR SPACE, PROVIDE ND PAINTED 5/8" GWB INTERIOR S A SCREENWALL, PROVIDE 1.5" (EIFS) CONSISTING OF ADHESIVE, SECOAT WITH EMBEDDED INISH COAT ON THE REAR SIDE. R-RESISTIVE BARRIER AND FLASHING NCRETE OR CMU WITH AIR BARRIER. O BACK OF INSULATION BOARD TO

ISSUANCES Drawing Issue Description

CONCEPT PRICING PACKAGE FACADE PRICING UPDATE SCHEMATIC DESIGN DESIGN DEVELOPMENT ISSUED FOR BID ADDENDUM #1 ADDENDUM #3 PERMIT SUBMISSION ABOVE GRADE BUILDING PERMIT ISSUED FOR CONSTRUCTION

FLUSH SOLDIER COURSE

MPOSITE METAL PANEL

NEW YORK

3 K

RUNNING BOND NG BOND COMMON BOND

625 North Washington Street Suite 200 Alexandria, VA 22314 (703) 519-6152 coopercarry.com

R FACE BRICK BEARING ON A E AT EACH SLAB EDGE AS G, CORBELLING AND DETAILING 2" AIR CAVITY IN FRONT OF 2" CKNESS. PROVIDE A PERMEABLE OCK AS BOD) APPLIED TO AMING OR TO STRUCTURAL CMU NG THRU-WALL FLASHING AT EACH RELIEVING ANGLE AND EHIND THE MASONRY AT EACH NG ANGLES TO BE CONTINUOUS S. ALL EXPOSED LINTELS AND NGS TO BE PAINTED TO MATCH INTERIOR SPACE, PROVIDE ITY (R-13 MIN.) AND PAINTED 5/8"

M #3

M #4

KING STREET HYATT CENTRIC D

M #2B

KING STREET HYATT CENTRIC D

OLOR 1 M #4

M #1 COLOR 1

1611 KING STREET

OLOR 2

R e g u l a r ALEXANDRIA, l y O c c u p i e dVA A 22314 reas without direct line-of-sight to views C

M #1 COLOR 2

M #2A

♦ 1611 KING STREET MHF King St V LLC ALEXANDRIA, VA 22314 ♦ King St V LLC BUILDINGMHF PERSPECTIVES

Regularly Occupied Areas with direct line-of-sight to views

Non-regularly Occupied Areas

BUILDING PERSPECTIVES

M #6

M #2B3 OLOR

ROB UHRIN

M #1 COLOR 3

A4.04

Project No.

06/07/17 Date 20150317

Project Architect

PERSPECTIVE VIEW - NE CORNER AERIAL

NOT TO SCALE

-A

20150317

Principal-in-Charge

ANDREA SCHAUB Project Manager ROB UHRIN Principal-in-Charge JASON ALBERS Project Architect ANDREA SCHAUB -- Project Manager Staff Architect JASON ALBERS

Staff Architect

Project No.

06/07/17

A4.04

Date

Regularly Occupied Areas without direct line-of-sight to views Regularly Occupied Areas with direct line-of-sight to views

Non-regularly Occupied Areas

Regularly Occupied Areas without direct line-of-sight to views Regularly Occupied Areas with direct line-of-sight to views

Non-regularly Occupied Areas

OFFICE WOMENS EL. 30' - 2" LEVEL 2 - GUESTROOMS

3' - 4"

OFFICE MENS

PARKING ENTRY BEYOND

PARKING RAMP

EL. 19' - 0" PARKING ENTRY

4' - 4"

EL. 16' - 7 11/16" AVERAGE GRADE EL. 14' - 8" LEVEL 1 - OFFICE

12.0%

9' - 4"

SECTION WITH VIEW TO OUTSIDE

EL. 26' - 10" LEVEL 2 - OFFICE

7' - 10"

STAIR B

PARKING

EL. 5' - 4" LEVEL P1 - PARKING

BUILDING SECTION - GARAGE-RAMP

SCALE: 1/8" = 1'-0"

A1.01A A4.10

A4.11

MECH. YARD

GENERAL HEIGHT REGULATION (6-403) 2:1 VERTICAL CONTROL PLANE

12' - 0"

EL. 87' - 6" PENTHOUSE ROOF

STAIR D

ZONING TRANSITIONAL BULKPLANE

EL. 75' - 6" ROOF LEVEL

KING-A

CORRIDOR

KING-A

CORRIDOR

10' - 8"

STAIR D HEARING IMP. KING-A

8' - 8"

EL. 64' - 10" LEVEL 6 - GUESTROOMS

KING-A

STAIR D

KING-A

EL. 56' - 2" LEVEL 5 - GUESTROOMS

STAIR D

KING-A

STAIR D

KING-A

8' - 8"

CORRIDOR

HEARING IMP. KING-A

EL. 47' - 6" LEVEL 4 - GUESTROOMS

ELEVATORS 9

CORRIDOR

KING-A

STAIR D

CORRIDOR

KING-A

3' - 0"

KING-A

KING-A SKIN SYSTEM #4

EL. 38' - 10" LEVEL 3 - GUESTROOMS

6' - 0" 8' - 8"

3' - 0"

KING-A

PROJECT NUMBER: 20150317 PROJECT NAME: KING STREET HYATT CENTRIC SHEET NUMBER: A4.10 - BUILDING SECTIONS P:\2015\20150317\d-7 drawings\d-7-1 revit\users\20150317_2015_lemt.rvt 9/7/2018 3:55:13 PM

PROJECTED ROWLOCK BAND

14' - 10"

LOUNGE

LOBBY

LAUNDRY

KITCHEN

SKIN SYSTEM #4

PROJECTED BRICK EMPLOYEE FACILITIES HEADER ACCENT FRAME

2' - 0"

3' - 4"

PARKING

VESTIBULE

10' - 1 1/2"

2' - 0"

10' - 0"

10' - 2 1/8"

PARKING

PROJECTED HEADER BAND

SOLDIER COURSE BAND

CORRIDOR

SKIN SYSTEM #1 - COLOR 1

1 A6.01

SKIN SYSTEM #4 BASKETWEAVE BAND EL. 30' - 2" LEVEL 2 - GUESTROOMS

PROJECTED HEADER BAND

KING ST

8' - 8"

SKIN SYSTEM #2A

EL. 15' - 4" LEVEL 1 - RESTAURANT

3 SKIN SYSTEM A6.01 #2A EL. 5' - 4" LEVEL P1 - PARKING

SKIN SYSTEM #4

FLUSH SOLDIER COURSE BAND

SKIN SYSTEM #1 - COLOR 3

SKIN SYSTEM #1 - COLOR 2

BUILDING SECTION - NORTH-SOUTH

SCALE: 1/8" = 1'-0"

A1.01A A4.10

A4.11

A4.10

MOCK-UP PANEL ELEVATION

SCALE: 1/2"11 = 1'-0"

12' - 0"

EL. 87' - 6" PENTHOUSE ROOF

MECH. YARD

EL. 75' - 6" ROOF LEVEL

TELE/ELEC

CORRIDOR

KING-A

TELE/ELEC

CORRIDOR

KING-A

10' - 8"

GENERAL HEIGHT REGULATION (6-403) 2:1 VERTICAL CONTROL PLANE

8' - 8"

EL. 64' - 10" LEVEL 6 - GUESTROOMS

CORRIDOR

TELE/ELEC

8' - 8"

EL. 56' - 2" LEVEL 5 - GUESTROOMS

KING-A

TELE/ELEC

CORRIDOR

KING-A

CORRIDOR

KING-A

8' - 8"

EL. 47' - 6" LEVEL 4 - GUESTROOMS

8' - 8"

EL. 38' - 10" LEVEL 3 - GUESTROOMS

ADJACENT BUILDING

FRONT DESK OFFICE

PARKING RAMP

FRONT DESK

LOBBY

RESTAURANT

HOUSEKEEPING

PARKING

EL. 26' - 10" LEVEL 2 - OFFICE

EL. 15' - 4" LEVEL 1 - RESTAURANT EL. 14' - 8" LEVEL 1 - OFFICE

9' - 4"

OFFICE STORAGE ELEV. MACH. ROOM

HARVARD ST

2 A6.01

EL. 30' - 2" LEVEL 2 - GUESTROOMS

11' - 6"

3' - 4"

STAIR B

ENGINEERING

EL. 5' - 4" LEVEL P1 - PARKING

BUILDING SECTION - EAST-WEST

SCALE: 1/8" = 1'-0"

A1.01A A4.11 1

SECTION DETAIL FOR GREEN ROOF 1010

1111

THE THE CENT CE 1212

1313

1414

WWALL WALLSYSTEM SYSTEM INSULATED SULATED

3/4" 3/4"

TH THE AT

CONT.METAL METALCOPING COPINGMECHANICALLY MECHANICALLY CONT. ATTACHED;COPING COPINGTO TOCOMPLY COMPLYWITH WITH ATTACHED; IBC1504.5 1504.5& &ANSI ANSISPRI SPRIES-1 ES-1 IBC

7"7"

COMPOSITEMETAL METALPANEL, PANEL,FINISHED FINISHED COMPOSITE MATCHWINDOW WINDOWSYSTEM; SYSTEM;SLOPE SLOPE TOTOMATCH DRAIN@@2% 2%MIN. MIN. TOTODRAIN

FLEXIBLEFLASHING FLASHINGMEMBRANE MEMBRANEUPUPAND ANDOVER OVERWALL WALL FLEXIBLE

5/8"EXTERIOR EXTERIORSHEATHING SHEATHINGON ON3 35/8" 5/8"METAL METALFRAMING FRAMING 5/8" WITHTHERMAL THERMALBATT BATTINSULATION INSULATION(R-13 (R-13MIN). MIN). WITH 4 7/8" 4 7/8"

3 5/8" 2"2" 2"2" 3 5/8"

GMEDIUM MEDIUM

1/2" 1/2"

K K

FLUIDAPPLIED APPLIEDWATERPROOF WATERPROOF FLUID MEMBRANEBEHIND BEHINDMETAL METALPANEL PANEL MEMBRANE DOUBLESEALANT SEALANTAND ANDBACKER BACKERROD ROD DOUBLE

RIGIDINSULATION INSULATIONOVER OVERFLUID FLUIDAPPLIED APPLIEDWATERPROOF WATERPROOF 2"2"RIGID MEMBRANE MEMBRANE

EL.56'56'- 2" - 2" EL. LEVEL5 5- GUESTROOMS - GUESTROOMS LEVEL

HIGH,T-SHAPED T-SHAPEDSTAINLESS STAINLESSSTEEL STEELSOIL SOILSEPARATOR SEPARATORW/W/ 8"8"HIGH, SEAMEDEXPOSED EXPOSEDEDGE EDGE SEAMED

FLEXIBLEFLASHING FLASHINGMEMBRANE MEMBRANE FLEXIBLE

9 3/4" 9 3/4"

TEELSOIL SOILSEPARATOR SEPARATORW/W/ EEL

6"6"

CONTINUOUSEXTRUDED EXTRUDEDALUMINUM ALUMINUM CONTINUOUS RECEPTOR.PROVIDE PROVIDEVERTICAL VERTICALEND END RECEPTOR. CAP,BOTH BOTHSIDES. SIDES. CAP,

DEEPGREEN GREENROOF ROOFGROWING GROWINGMEDIUM MEDIUM 6"6"DEEP

8"8"

BALLAST EGEOFOFBALLAST

PROVIDEANCHORAGE ANCHORAGEFOR FORBRACING BRACING PROVIDE WINDOWSYSTEM SYSTEMTO TOSTRUCTURE, STRUCTURE, WINDOW REQ'D ASASREQ'D

1' - 4" 1' - 4"

DEEPBALLAST BALLASTATATPERIMETER PERIMETER 4"4"DEEP 1 1/8" 1 1/8" 2 1/4" 2 1/4"

INTEGRATED HTHINTEGRATED

1 1/2" 4"4" 1 1/2"

FILTERFABRIC; FABRIC;WRAP WRAP2"2"UPUPEDGE EDGEOFOFBALLAST BALLAST FILTER

3 5/8" 3 5/8"

No.No.

ISSUED ISSU 1 1ADDEN ADD 3 3ADDEN ADD PERMIT PER ABOVE ABO 4 4ISSUED ISSU

J J

1' - 6 7/8" 1' - 6 7/8"

2"2"

J J

STAINLESSSTEEL STEELFLASHING FLASHINGWITH WITHEND ENDDAMS; DAMS;PROVIDE PROVIDE STAINLESS TUBULARWEEPS WEEPSATATCAST CASTSTONE STONEHEAD HEADJOINTS JOINTSASASREQ'D REQ'D TUBULAR

1"1"

GREENROOF ROOFSYSTEM SYSTEMON ONFILTER FILTER 6"6"GREEN FABRICAND ANDROOT ROOTBARRIER BARRIERAND ANDDRAINAGE DRAINAGE FABRIC BOARD;LIVE LIVEROOF ROOFDEEP DEEPSYSTEM SYSTEMASASBASIS BASIS BOARD; DESIGN- SEE - SEECIVIL CIVILDWGS. DWGS. OFOFDESIGN

7/8" 6 67/8"

1/2" 1/2"

6"6"

1/2" 1/2"

DAPPLIED APPLIED

6 1/2" 6 1/2" 8"8"

CASTSTONE STONESILL. SILL.PROVIDE PROVIDE4"4"BRICK BRICKLUGS LUGSATATEACH EACH CAST END@@SKIN SKINSYSTEM SYSTEM#4A #4A& &#4C #4CONLY. ONLY. END

1' - 4" 1' - 4"

5/8"METAL METAL 8" NSULATION SULATION

DEEPBALLAST BALLASTATATPERIMETER PERIMETER 4"4"DEEP

8" 8"

GALV.STEEL STEELSUPPORT SUPPORTCLIP CLIPANCHORED ANCHOREDTOTOSTUD STUDWALL; WALL; GALV. SEESTRUCT STRUCT SEE

H H

6 1/4" 6 1/4"

2" 2"

6"6"

4" 4"

DOUBLESEALANT SEALANTAND ANDBACKER BACKERROD ROD DOUBLE 1 1/4" 1 1/4"

K K

L L

5/8" 7 75/8"

MATCH HSHTOTOMATCH

RIGIDINSULATION INSULATION(R-25 (R-25MIN.) MIN.) 5"5"RIGID

HOTFLUID FLUIDAPPLIED APPLIEDWP WPMEMBRANE MEMBRANEON ONSLOPING SLOPING HOT CAST-IN-PLACECONCRETE CONCRETESLAB SLAB CAST-IN-PLACE

No No.

PREFINISHEDALUMINUM ALUMINUMWINDOW WINDOW PREFINISHED SYSTEMWITH WITHPVDF PVDFFINISH. FINISH.PROVIDE PROVIDE1"1" SYSTEM INSULATEDGLASS. GLASS. INSULATED

H H

DRAINAGEBOARD BOARDMATERIAL MATERIALWITH WITHINTEGRATED INTEGRATED DRAINAGE FILTERFABRIC FABRIC FILTER

HOTFLUID FLUIDAPPLIED APPLIEDWATERPROOFING WATERPROOFING HOT MEMBRANEON ONSLOPING SLOPINGCAST-IN-PLACE CAST-IN-PLACE MEMBRANE CONC.SLAB; SLAB;CONT. CONT.UPUPAND ANDOVER OVERCURB CURB CONC.

G G

- 10" EL.EL.38'38'- 10" LEVEL3 3- GUESTROOMS - GUESTROOMS LEVEL

ANEONONSLOPING SLOPING NE B

CELLULARWEEPS WEEPSATAT24" 24"O.C. O.C. CELLULAR PROVIDEMEMBRANE MEMBRANEPROTECTION PROTECTIONLAYER LAYER PROVIDE UNDERMASONRY MASONRY UNDER

ESTRUCTURAL STRUCTURAL

VALENCE& &WINDOW WINDOW VALENCE TREATMENTS;SEE SEEIDIDDWGS DWGS TREATMENTS;

MORTARNET NET MORTAR

C C

8"8"

6"6"

1/2" 4 41/2"

3 5/8" 1"1" 2"2" 2"2" 3 5/8"

8" 8"

TERPROOFING RPROOFING GCAST-IN-PLACE CAST-IN-PLACE AND OVERCURB CURB D OVER

NTION (R-7.5 (R-7.5 MIN)MIN) ON ON E FLUID OF FLUID APPLIED APPLIED MEMBRANE NG MEMBRANE

8" HIGH, L-SHAPED STAINLESS 8" HIGH, L-SHAPED STAINLESS DRIPEDGE EDGE DRIP STEEL SEPARATOR W/ SEAMED STEEL SOILSOIL SEPARATOR W/ SEAMED EXPOSED EDGE EXPOSED EDGE THRU-WALLST. ST.STL. STL.PARAPET PARAPETFLASHING FLASHING THRU-WALL

DEEPBALLAST BALLASTATATPERIMETER PERIMETER 4"4"DEEP STARTER TRACK - PROVIDE WEEPS AS AS STARTER TRACK - PROVIDE WEEPS NEEDED NEEDED

8" 8"

UID APPLIED APPLIED AIR AIR

6" GREEN ROOF SYSTEM ON FILTER 6" GREEN ROOF SYSTEM ON FILTER ROWLOCK COURSE ROWLOCK COURSE FABRIC AND ROOT BARRIER FABRIC AND ROOT BARRIER ANDAND DRAINAGE BOARD; ROOF DEEP DRAINAGE BOARD; LIVELIVE ROOF DEEP SYSTEM AS BASIS OF DESIGN - SEE SYSTEM AS BASIS OF (R-25 DESIGN - SEE CIVILCIVIL RIGID INSULATION MIN.) 5"5"RIGID INSULATION (R-25 MIN.) DWGS. DWGS. HOT FLUID APPLIED WATERPROOFING HOT APPLIED WATERPROOFING HOT FLUID APPLIED WATERPROOFING HOTFLUID FLUID APPLIED WATERPROOFING MEMBRANE ONSLOPING SLOPING CAST-IN-PLACE MEMBRANE ON CAST-IN-PLACE MEMBRANE ON SLOPING CAST-INMEMBRANE ON SLOPING CAST-INCONC. SLAB; CONT. UPAND AND OVER CURB CONC. SLAB; CONT. UP OVER PLACE CONC. SLAB; CONT. UP CURB AND PLACE CONC. SLAB; CONT. UP AND

- 2" 1'1'- 2"

5/8" 2"2" 2"2" 3 35/8"

1/2" 4 41/2"

4 1/4" 4 1/4"

3 5/8" 2"2" 2"2" 3 5/8"

3"3"

8" 8"

7 3/4" 7 3/4"

FLUID RERFLUID MEMBRANE EMBRANE

EXTERIOR FACE OF FLUID APPLIED EXTERIOR FACE OF FLUID APPLIED WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE SOLDIERCOURSE COURSE(WHERE (WHERESHOWN SHOWNININ SOLDIER ELEVATION) ELEVATION)

KIN KIN

5" RIGID INSULATION (R-25(R-25 MIN.)MIN.) 5" RIGID INSULATION FILTER FABRIC; WRAP 2" UP OF OF FILTER FABRIC; WRAP 2" EDGE UP EDGE BALLAST BALLAST DRAINAGE BOARD MATERIAL WITH DRAINAGE BOARD MATERIAL WITH INTEGRATED FILTER FABRIC INTEGRATED FILTER FABRIC

CAST IN PLACE CONC.; STRUCT. CAST IN PLACE CONC.; SEESEE STRUCT. SLIPTRACK, TRACK,ASASREQ'D REQ'D SLIP

HOTHOT FLUID APPLIED WP WP MEMBRANE ON ON FLUID APPLIED MEMBRANE SLOPING CAST-IN-PLACE CONCRETE SLAB SLOPING CAST-IN-PLACE CONCRETE SLAB RIGIDINSULATION INSULATION OVER FLUID 2"2"RIGID OVER FLUID APPLIEDWATERPROOF WATERPROOFMEMBRANE MEMBRANE APPLIED

ROB ROB UHRIN UHR

Principal-in-Cha 5/8"EXTERIOR EXTERIORSHEATHING SHEATHINGON ON6"6"METAL METAL Principal-in-Charge 5/8" FRAMINGWITH WITHTHERMAL THERMALBATT BATTINSULATION INSULATIONANDREA FRAMING ANDREA SCH S (R-13MIN). MIN). (R-13

RIGIDINSULATION INSULATIONOVER OVERFLUID FLUID 2"2"RIGID APPLIEDWATERPROOF WATERPROOFMEMBRANE MEMBRANE APPLIED

Project Project Manager Manage

VAPORRETARDER RETARDER VAPOR

MORTARNET NET MORTAR

JASON JASON ALBE AL

SOLIDHEADER HEADERCOURSE, COURSE,TYP. TYP. SOLID

CELLULARWEEPS WEEPSATAT24" 24"O.C. O.C. CELLULAR

Project Project Architect Architec

MORTARNET NET MORTAR

RUBBERIZEDASPHALT ASPHALTFLASHING FLASHING RUBBERIZED ST.STL. STL.DRIP DRIPEDGE EDGE W/W/ST.

SECTION SECTIONDETAIL DETAIL @@ METAL METAL PANEL PANEL PARAPET PARAPET 8" 8"

4" DEEP BALLAST AT PERIMETER 4" DEEP BALLAST AT PERIMETER EL. 75' EL.-75' 6" - 6" EL. 38' - 10" ROOF ROOF LEVEL LEVEL EL. 38' - 10" LEVEL3 3- GUESTROOMS - GUESTROOMS LEVEL

5/8"EXTERIOR EXTERIOR SHEATHING ON3ON 35/8" 5/8" 5/8" EXTERIOR SHEATHING EXTERIOR SHEATHING ON 5/8" SHEATHING ON METAL FRAMING WITH THERMAL METAL FRAMING WITH THERMAL BATT FRAMING WITH THERMAL METAL FRAMING WITH THERMAL BATT INSULATION (R-13 BATTBATT INSULATION (R-13 MIN.)MIN.) INSULATION (R-13MIN). MIN). INSULATION (R-13

WITH THERMAL TH THERMAL MIN). N).

SOLDIERCOURSE COURSE SOLDIER 6" DEEP GREEN ROOF GROWING MEDIUM 6" DEEP GREEN ROOF GROWING MEDIUM RIGIDINSULATION INSULATION(R-25 (R-25MIN.) MIN.) 5"5"RIGID HOTFLUID FLUIDAPPLIED APPLIEDWATERPROOFING WATERPROOFING HOT MEMBRANEON ONSLOPING SLOPINGCAST-INCAST-INMEMBRANE PLACECONC. CONC.SLAB; SLAB;CONT. CONT.UP UPAND AND PLACE OVERCURB CURB OVER

2' - 0" 2' - 0"

8" 8"

SHEATHING ATHING ON ON G

E E

DRIP EDGE DRIP EDGE 8" HIGH, L-SHAPED STAINLESS STEEL SOILSOIL 8" HIGH, L-SHAPED STAINLESS STEEL SEPARATOR W/ SEAMED EXPOSED EDGE SEPARATOR W/ SEAMED EXPOSED EDGE THRU-WALL ST. STL. PARAPET FLASHING THRU-WALL ST. STL. PARAPET FLASHING

ALUMINUM COMPOSITE METAL ALUMINUM COMPOSITE METAL PANEL (SKIN SYSTEM #3) #3) PANEL (SKIN SYSTEM

MPOSITE SITE METAL METAL

KING KINGS

REFER TO EOS PLAN FORFOR INTERIOR SLABSLAB REFER TO EOS PLAN INTERIOR DARK GREY CASTSTONE STONEPARAPET PARAPETCAP CAP DARK GREY CAST HEIGHT AND CURB DIMENSIONS HEIGHT AND CURB DIMENSIONS

OVER CURB OVER CURB - 6" EL.EL.75'75'- 6" ROOF LEVEL ROOF 2" RIGID INSULATION (R-7.5 2" LEVEL RIGID INSULATION (R-7.5 MIN)MIN) ON ON

1/2" 1/2"

F F

E E

- 8" 1'1'- 8"

D D

2" 2"

2"2"

2" 12"5/8"1 5/8"

C C

2" 12"5/8"1 5/8"

1/2" 1/2"

7 1/4"7 1/4"

LOOSELINTEL; LINTEL;PAINTED PAINTEDTOTOMATCH MATCH LOOSE WINDOWSYSTEM SYSTEM WINDOW

SECTION SECTIONDETAIL DETAIL - PENTHOUSE - PENTHOUSE CURB CURB

LOOSELINTEL; LINTEL;PAINTED PAINTEDTO TO LOOSE MATCHWINDOW WINDOWSYSTEM SYSTEM MATCH

-- -Staff Staff Architect Architect

B B

8" 8"

10" 10"

8" 8"

RIMETER METER

4" 4"

GREENROOF ROOFSYSTEM SYSTEM ON FILTER 6"6" GREEN ALUMINUM COMPOSITE METAL ALUMINUM COMPOSITE METAL ON FILTER FABRICAND ANDROOT ROOT BARRIER AND FABRIC PANEL (SKIN SYSTEM #3) #3) BARRIER AND PANEL (SKIN SYSTEM DRAINAGEBOARD; BOARD;LIVE LIVEROOF ROOFDEEP DEEP DRAINAGE SYSTEMASASBASIS BASISOF OFDESIGN DESIGN- SEE - SEE SYSTEM CIVILDWGS. DWGS. CIVIL

D D

2" 2"

.-87' 6" - 6" OOF E ROOF RAPET FLASHING PET FLASHING

6" 6"

5 1/4" 5 1/4"

EPARAPET PARAPETCAP CAP

GREENROOF ROOFSYSTEM SYSTEMON ONFILTER FILTER 6"6"GREEN FABRICAND ANDROOT ROOTBARRIER BARRIER AND FABRIC CONT. CONT. METAL METAL FLASHING FLASHINGAND DRAINAGEBOARD; BOARD;LIVE LIVEROOF ROOFDEEP DEEP DRAINAGE SYSTEMASASBASIS BASISOFOFDESIGN DESIGN- SEE - SEE SYSTEM EXTERIOR SHEATHING 5/8" 5/8" EXTERIOR SHEATHING ON ON CIVIL DWGS. CIVIL DWGS. METAL FRAMING METAL FRAMING DEEPBALLAST BALLASTATATPERIMETER PERIMETER 4"4"DEEP SEALANT BACKER SEALANT ANDAND BACKER RODROD ON FLUID APPLIED BARRIER 1.5" 1.5" EIFSEIFS ON FLUID APPLIED AIR AIR BARRIER EL. 87' EL.-87' 6" - 6" PENTHOUSE PENTHOUSE ROOF ROOF DARKGREY GREYCAST CASTSTONE STONEPARAPET PARAPETCAP CAP DARK

C C

1' - 0" 1' - 0"

- 11" 1' 1'- 11"

CONT. METAL COPING MECHANICALLY CONT. METAL COPING MECHANICALLY ATTACHED; COPING TO COMPLY ATTACHED; COPING TO COMPLY WITHWITH HIGH, T-SHAPED STAINLESS STEEL 8"8" HIGH, T-SHAPED STAINLESS STEEL IBC 1504.5 & ANSI SPRIES-1 IBC SEPARATOR 1504.5 & ANSI SPRIES-1 SOIL SEPARATOR W/SEAMED SEAMEDEXPOSED EXPOSED SOIL W/ EDGE EDGE

5 1/4" 5 1/4"

3 3

4 1/8" 4 1/8"

B.O.B.O. GYPGYP BD IN ROOM. GYPGYP BDMECHANICAL IN MECHANICAL ROOM. BD TO TO FLOOR SLABSLAB BD BE TOCONTINUOUS BE CONTINUOUS TO FLOOR AT FINISHED AREAS (PROVIDE PT FURRING AT FINISHED AREAS (PROVIDE PT FURRING AT CURB) AT CURB) HIGH,T-SHAPED T-SHAPEDSTAINLESS STAINLESSSTEEL STEEL 8"8"HIGH, SOILSEPARATOR SEPARATORW/W/SEAMED SEAMEDEXPOSED EXPOSED SOIL EDGE EDGE

8" 8"

1 1

- 1 5/8" 1' - 11'5/8"

G G

SCALE:111/2" 1/2"==1'-0" 1'-0" A5.08A6.08 A6.08 A5.08 C C SCALE:

8" 8"

1 7/8"1 7/8"

SECTIONDETAIL DETAIL@@METAL METALPANEL PANELPARAPET PARAPET@@ SECTION GREENROOF ROOF GREEN

B B

SCALE:1 11/2" 1/2"= =1'-0" 1'-0" SCALE:

KER ROD ROD MBACKER FILTER ONONFILTER RIER AND ER AND ROOFDEEP DEEP OOF ESIGN - SEE IGN - SEE

4 1/2" 4 1/2"

A5.10A6.08 A6.08 A5.10

SECTIONDETAIL DETAIL@@OFFICE OFFICEROOF ROOF SECTION

2" 2" 1' - 5" 1' - 5"

F F

CAST-IN-PLACECONCRETE CONCRETE- SEE - SEESTRUCTURAL STRUCTURAL CAST-IN-PLACE

NG OPING MECHANICALLY MECHANICALLY G PING TO COMPLY TO COMPLY WITHWITH NLESS STEEL LESS STEEL PRIES-1 SI SPRIES-1 AMED EXPOSED MED EXPOSED

NCRETE CONCRETE BEAM; 25 MIN.) BEAM; MIN.)

HIGH,L-SHAPED L-SHAPEDSTAINLESS STAINLESSSTEEL STEELSOIL SOIL 8"8"HIGH, SEPARATORW/W/SEAMED SEAMEDEXPOSED EXPOSEDEDGE EDGE SEPARATOR

PREFINISHEDALUMINUM ALUMINUMWINDOW WINDOWWALL WALLSYSTEM SYSTEM PREFINISHED WITHPVDF PVDFFINISH. FINISH.PROVIDE PROVIDE1"1"INSULATED INSULATEDGLASS. GLASS. WITH

ROD OD

EPSASAS PS

1515 L L

A A

GREEN EDUCATION AFTER LEED CERTIFICATION

This project located on King Street, Alexandria, Virginia. Designed to achieve USGBC LEED Certification, the King Street Hyatt Centric is a smoke-free facility and includes 124 guest rooms, tenant office spaces, meeting rooms, cafe, pool and fitness center. The building is also equipped with structured parking to accommodate 79 vehicles and secured storage for 18 bicycles. Due to asbestos abatement requirements for demolition of the existing building and underground tank, the site was classified as a Brownfield Redevelopment. Sustainability efforts for the King Street Hyatt Centric are largely evident by the advantages of the location. The hotel is uniquely located in an urban area providing abundant access to the public bus system. Sidewalks around the site connect multiple blocks for pedestrians and bicyclists to not only access the hotel but the numerous surrounding restaurants, stores, and other basic services within walking distance. This hotel is located on an advantageous urban site adjacent to numerous features. Pedestrian sidewalks integrated into the urban fabric made it possible to connect the site to many community basic services. The building also integrates a bicycle storage area and shower facilities for employees to incourage alternative transportation in addition to the proximity to public bus stations. Additionally, the parking garage provides preferred parking for fuel efficient vehicles. Green roof is another highlight feature of this project. More than half of the total roof space is covered by differece species of plant. The green roof could provide a more quality view for hotel guest and visitor. There is no permanent irrigation system installed for green space on the roof. Instead, the plants will be irrigated by rain water captured by roof. Landscaping for this project incorporates plants with low to moderate watering requirements. Only a small part of green space on the ground would need an irrigation system. Most of the landscaping feature requires no irrigation system basing on their species. The building is designed to use 21.26% less energy than the baseline case. The project has provided direct line of sight views from 90% of all regularly occupied seated spaces. Green roof provides a quality view to all hotel guest and visitor. Sustainability is a primary guiding principle in this project. Steps were taken in site location, access to exterior views, lighting and thermal design controls, among other things, to create a high-performance building. Lighting controls were provided to enable 90% of occupants to make adjustments to suit individual task needs. The project also includes lighting controls for 100% of the shared multi-occupant spaces. Proximity to numerous options of public transportation has been a large factor in determining the location for the project. This advantage combined with a large percentage of direct views for guests has made it possible to acheive exemplary performance in multiple categories. This building site met the requirements of walkable project site which incorporate design elements that promote walking, biking, and other non-motorized transportation on the project site and in the surrounding community to reduce vehicle distance traveled, increase public health, and enhance community participation. Furthermore, it is imperitive for the design team to communicate the sustainable practices and methods used for this project. Information regarding these practices will be displayed on a series of signs located throughout the project. This case study could be avaliable on the hotelâ&#x20AC;&#x2122;s website or on the front desk as hard copy.

KING STREET HYATT CENTRIC

* RENDERING BY LIFANG CO.

S A ITE

NALYSIS

TC williams M. Howard High School - concept phase, targetting LEED silver

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, K-12 TIME: 2020.07 MY ROLE: SITE ANALYSIS, SUSTAINABILITY STRATEGY PROJECT PHASE: CONCEPT SITE: ALEXANDRIA, VIRGINIA, USA TOOL USED: SHADOW BOX, BLUE BEAM, PHOTOSHOP, INDESIGN, ILLUSTRATOR

COMMUNITY RESOURCES POTENTIAL ACCESS TO Field and stadium of Eposcopal High School ACCESS TO GREEN SPACES Fort ward park ACCESS TO RETAIL AND COMMERCIAL SPACES Possible temp? location of select community services ADJACENT TO RETAIL PARKING SPACES Possible shaded use agreement

TRANSPORTATION AND CONNECTION TRANSPORTATION Enhance pedestrain, bike access. Separate vehicle pedestrain, and bike. Provide a efficiency, corformt, and safety walkable area. Enhance access to public and school provided transit. Enhance connection to park.

CONNECTION RETAIL: Grocery, Mall, Restaurant, Coffee PUBLIC: Museum, Park SCHOOL: Stadium, Field RESIDENTIAL: Apartment

ENERGY SUN AND SOLAR: Maximize the glazing area on north and south facade. Minimize the glazing area on the east and west facade. Design shading devices on south facade to protect direct solar exposure. Maximize daylight and minimize glare. WIND: Natural ventilation during summer time (south west direction). Protect site and building from cold winter wind (north west direction). GEOTHERMAL: Reuse exist well field for geothermal. Add new well for geothermal. WATER: Use? nature movement of site water for evaporative cooling, rai?, hydrology services. SUN PATH

MAR. 21ST 12:00

WIND DIAGRAM

JUN. 21ST 12:00

DEC. 21ST 12:00

ENERGY MODEL FOR SCHEMES SCHEME 1

SCHEME 2

SCHEME 3

DETAIL BUILDING SIMULATION University of Virginia Town Center Four - LEED project, sDA simulation University of Georgia Driftmier Phase II classroom - workplace design, glare analysis Modera Germantown - multifamily design, 2D heat transfer analysis

COOPER CARRY TYPE: WORK PROJECT TIME: 2019.02 ~ 2020.08 MY ROLE: SOFTWARE SIMULATION, ANALYSIS REPORT PROJECT PHASE: CONCEPT TO CONSTRUCTION DOCUMENT TOOL USED: REVIT, INSIGHT 360, THERM, DIVA, COVE.TOOL, COMCHECK, PHOTOSHOP, INDESIGN

DAYLIGHT ANALYSIS - SPATIAL DAYLIGHT AUTONOMY (SDA)

LOBBY 3

FUTURE TENANT 2

LOBBY 2 LOBBY 1

CORRIDOR TRAINING ROOM FUTURE TENANT 1

Non-Regularly Occupied Areas

500

3 pm

LOBBY 3

FUTURE TENANT 2

LOBBY 2 LOBBY 1

CORRIDOR TRAINING ROOM FUTURE TENANT 1

Non-Regularly Occupied Areas

500

9 am N

ENCLOSED MEETING

ENCLOSE OFFICE ENCLOSE OFFICE

OPEN OFFICE ENCLOSE OFFICE

ENCLOSE OFFICE

OPEN OFFICE

Non-Regularly Occupied Areas 500

3 pm 10

ENCLOSED MEETING

ENCLOSE OFFICE ENCLOSE OFFICE

OPEN OFFICE ENCLOSE OFFICE

ENCLOSE OFFICE

OPEN OFFICE

Non-Regularly Occupied Areas 500

9 am 10

GLARE ANALYSIS - Engineering ANNUAL SUN EXPOSURE UGA Driftmier Center(SDA) Phase

2 Renovations

6/9/20 OUA-19-053

Annual Sun Exposure (ASE)

Project # 20190199

Replace/Update Floor Plan

Legend

Potential Glare Problem

The above floor plan portrays the overall ASE (Annual Sun Exposure) levels. The ASE describes which areas receive too much direct sunlight in a given year, which can contribute to visual discomfort. The green areas represent areas that exceed 1,000 lux for less than 250 occupied hours per year. These areas are least likely to have a glare problem. The yellow and red areas represent areas that exceed 1,000 lux for more than 250 occupied hours per year. These areas require additional analysis to further determine if glare will be an issue. 2

UGA Driftmier Engineering Center Phase 2 Renovations

GLARE ANALYSIS SUMMARY Results - Executive Summary

6/9/20 OUA-19-053

An initial simulation is performed for an overview of each classroomâ&#x20AC;&#x2122;s glare potential, followed by a second simulation for further investigation of the areas adjacent to each South-facing window. Each South-facing window will cause potential glare issues to the areas closest to the windows in Classrooms 1450, 1456, and 1460. Shading devices are recommended in each South-facing classroom to mitigate potential glare issues. Classroom 1450 The majority of the room has a maximum DGP of 32%, which is imperceptible glare and does not require shading.

Classroom 1456

Date: Dec. 21st Time: 12:30 pm DGP: 32%

Date: Sep. 21st Time: 12 pm DGP: 100%

The highest DGP value for this room will be 100% at the desk adjacent to the window. This value represents intolerable glare and needs shading.

The majority of the room has a maximum DGP of 25%, which is imperceptible glare and does not require shading.

Project # 20190199

The highest DGP value will be 38% at the teaching station. This value represents perceptible glare and needs shading.

Classroom 1460

Date: Dec. 21st Time: 11 am DGP: 25%

Date: Jun. 21st Time: 1 pm DGP: 38% The majority of the room has a maximum DGP of 25%, which is imperceptible glare and does not require shading. The highest DGP value will be 100% at desks closest to the window. This value represents intolerable glare and needs shading.

Date: Dec. 21st Time: 12 pm DGP: 25%

Date: Dec. 21st Time: 1:30 pm DGP: 100% 4

JAN. 1451A

6/9/20

UGA Driftmier Engineering Center Phase 2 Renovations GLARE ANALYSIS FOR CLASSROOM 1450 - VIEW BASED UGA Driftmier Engineering Center Phase 2 Renovations E

OUA-19-053 6/9/20

JAN. 1451A

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1. AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

OUA-19-053

1450

1,227 SF

CLASSROOM

1364

1450

946 SF

1,227 SF

Intolerable Glare

CLASSROOM

1364

946 SF

view range view range

>45%

MECHANICAL window will have a higher glare The desk adjacent the in the probability level as to shown MECHANICAL window will have a higher glare below simulation. probability level as shown in the below simulation. C

< 35 % Imperceptible Glare DGP (Daylight Glare Probability) 35% Glare < 35 -%40% Perceptible Imperceptible Glare 40% 45% Disturbing Glare 35% - 40% Perceptible Glare >45% IntolerableGlare Glare 40% - 45% Disturbing

PROJECT NUMBER: PROJECT20190199 NUMBER: 20190199NAME: PROJECT PROJECT NAME: DRIFTMIER DRIFTMIER ENG. CENTER ENG. CENTER - PHASE - PHASE 2 RENOVATION 2 RENOVATION OUA-19-053 OUA-19-053 SHEET NUMBER: SHEETA2.04 NUMBER: A2.04 - FURNITURE - FURNITURE PLAN PLAN C:\TEMP\20190199_2017_DRIFTMIER C:\TEMP\20190199_2017_DRIFTMIER II_CENTRAL_ballard02243.rvt II_CENTRAL_ballard02243.rvt 1/29/20201/29/2020 9:18:25 AM 9:18:25 AM

Classroom 1450 - Large Electronics Classroom 1450 - Large Electronics The desk adjacent to the DGP (Daylight Glare Probability)

A2.04

Project Project # 20190199 # 20190199

Date: Sep. 21st Time: 12 pm Date: Sep. 21st DGP: 100% Time: 12 pm GLARE ANALYSIS DGP: 100%

Date: Sep. 21st Time: 2 pm Date: Sep. 21st DGP: 41% Time: 2 pm FORDGP: CLASSROOM 41%

1450

A2.04

LOWER LEVEL - PHASE 2 FURNITURE PLAN

SCALE: 1/8" = 1'-0"

LOWER LEVEL - PHASE 2 FURNITURE PLAN 2 3

SCALE: 1/8" = 1'-0" 2

Date: Dec. 21st Time: 11:30 am Date: Dec. 21st DGP: 100% Time: 11:30 am -DGP: HOURLY 100% ANALYSIS

Date: Dec. 21st Time: 12 pm Date: Dec. 21st DGP: 83% Time: 12 pm DGP: 83%

Simulation: January to June March and April days have perceptible Simulation: January June glare from 10 am to to 2 pm. March and April days have perceptible May days will have perceptible glare glare from 10 am to 2 pm. from 12 pm to 1 pm. May daysdevices will have glare Shading areperceptible recommended from 12 pm to 1 pm. during these times to reduce glare Shading are potentialdevices adjacent torecommended the window. during these times to reduce glare potential adjacent to the window.

Simulation: July to December August, September, October, and Simulation: July to December November days have perceptible glare August, September, from 10 am to 2 pm. October, and November days have perceptible glare July and December days have from 10 am to 2 pm. perceptible glare from 12 pm to 1 pm. July and devices December have Shading aredays recommended perceptible glare from 12 pmglare to 1 pm. during these times to reduce Shading devices are recommended potential adjacent to the window. during these times to reduce glare potential adjacent to the window. 6 6

DN DN

1451A JAN. JAN. 1451A 1451A

ME E

DGP (Daylight Glare Probability) Although the DGP value facing DGP (Daylight Glare Probability) the front of the room represents < 35 % Imperceptible Glare the front of the room represents Classroom 1456 Computer Lecture imperceptible glare, there will < 35 -%40% Perceptible Imperceptible Glare 35% Glare imperceptible glare, there will be a potential issue with the 35% 40% Glare 40% 45% Perceptible Disturbing Glare Perceptible glare will happen DGP--(Daylight Glare Probability) MECHANICAL CLASSROOM be a potential issue with the contrast ratio between the STORAGE MECHANICAL CLASSROOM 40% Glare during early CLASSROOM near >45% Intolerable Glare contrast ratio between theon < 35 -%45% Disturbing Imperceptible Glare MECHANICAL windows andafternoon the content the teaching on Winter >45% Intolerable Glare windows and station the content on the projection screens. 35% - 40% Perceptible Glare Solstice day. Shading devices the projection screens. Shading devices are 40% - 45% Disturbing Glare are recommended for this room Shading devicesfor are recommended visibility of >45% Intolerable Glare for reducing glare probability. recommended forcontent. visibility of projection screen D LD D

PROJECT PROJECT PROJECT NUMBER: NUMBER: NUMBER: 20190199 20190199 20190199 PROJECT PROJECT PROJECT NAME: NAME: NAME: DRIFTMIER DRIFTMIER DRIFTMIER ENG. ENG. ENG. CENTER CENTER CENTER - PHASE - PHASE - PHASE 2 RENOVATION 2 RENOVATION 2 RENOVATION OUA-19-053 OUA-19-053 OUA-19-053 SHEET SHEET SHEET NUMBER: NUMBER: NUMBER: A2.04 A2.04 -A2.04 - FURNITURE - FURNITURE FURNITURE PLAN PLANPLAN C:\TEMP\20190199_2017_DRIFTMIER C:\TEMP\20190199_2017_DRIFTMIER C:\TEMP\20190199_2017_DRIFTMIER II_CENTRAL_ballard02243.rvt II_CENTRAL_ballard02243.rvt II_CENTRAL_ballard02243.rvt 1/29/2020 1/29/2020 1/29/2020 9:18:25 9:18:25 9:18:25 AM AM AM

946 SF 1364 1364 946 SF 946 SF

1,227 SF 1450 1450 1,227 SF 1,227 SF

MEN 1402

MICRO MART

CLASSROOM

1410

220 SF

1456

1453B

CLASSROOM 1,347 SF CLASSROOM 1456

STORAGE HUDDLE 1453B

83 SF

ELEC. 1406

130 SF

KC C

MEN 1402

1450

1456 1,347 SF 1,347 SF

view range 1408 83 SF

HUDDLE

187 SF

view range

1408

ELEC.

187 SF

1406

view range

130 SF

projection screen content.

ADDE

CLASSROOM

JB B

Project Project # 20190199 # 20190199

OUA-19-053

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

1364

FIR FIR

6/9/20

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE AREA LIMITED SCOPE. PHASEOF2 CONSTRUCTION AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE MEETS EXISTING PHASE 1. PATCH REPAIR WHERE PHASEAND 2 CONSTRUCTION PHASE EXISTING 2 CONSTRUCTION MEETS PHASE 1. MEETS EXISTING PHASE 1.

1453

CLASSROOM

4,260 SF

1453

4,260 SF

COMMONS 1495A

NOT IN SCOPE A

1 A2.04 11

HA A

COMMONS

4,214 SF

2 FURNITURE PLAN SCALE: 1/8" = 1'-0" 4 5 LOWER LOWER LEVEL LEVEL -- PHASE PHASE 22 FURNITURE FURNITURE PLAN PLAN

1495A

NOT IN SCOPE LOWER LEVEL - PHASE

SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

A2.04 A2.04

1 1

4,214 SF

2 2

3 3

4 4

5 5

6 6

7 7

8 8

9 9

DN DN

Date: 21st Date: Dec. Jun. 21st AV Date: Dec. 21st Time: 12:30 pm Time: 1 pm Time: 12:30 DGP: DGP: 31% 38% pm DGP: 31%

Date: 21st Date: Dec. Sep. 21st Date: Dec. Time: 1 pm AV Time: 12 pm21st Time: 135% pm DGP: DGP: 33% DGP: 33%

WOMEN 1451

1453A 41 SF

Date: Jun. Dec.21st 21st Date: Date: Dec. 21st Time: 12 pm Time: 12 pm Time: 12 pm DGP: 24% 29% DGP: DGP: 29%

WOMEN 1451

1453A

ELECTRONICS STORAGE

41 SF

1457

1459

187 SF

1457

140 SF

CLASSROOM FIRE / ELEC.

JAN. STORAGE 1463

14611409

1,237 SF

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

HUDDLE

187 SF

1405

GLARE CLASSROOM Center 1460 - VIEW BASED2 UGA ANALYSIS DriftmierFOR Engineering Phase E

Date: Dec. Dec. 21st 21st Date: Date: Dec. 21st Time: 1:30 pm Time: 12 pm HUDDLE Time: 1:30 pm DGP: 29% 32% DGP: ELECTRONICS DGP: 32% STORAGE

CLASSROOM

JAN. 1451A

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

140 SF

UP DN

JAN. 1451A

723 SF

UGA Driftmier Engineering Center Phase 2 Renovations Although DGP value facing GLARE ANALYSIS FOR CLASSROOM 1456the - VIEW BASED AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

1405 1,237 SF

109 SF

723 SF 74 SF

Renovations

8 8

FIR

6/9/20

OUA-19-053

Although the DGP value facing DGP (Daylight Glare Probability) Classroom 1460 - Small Flexible Learning

< 35 % Imperceptible Glare DGP (Daylight Glare Probability) 35% - 40% Perceptible Glare MECHANICAL <40% 35 % Imperceptible Glare - 45% Disturbing Glare 35% - 40% Perceptible Glare >45% Intolerable Glare 40% - 45% Disturbing Glare >45% Intolerable Glare D

1364

946 SF

MEN 1402

PROJECT NUMBER: 20190199 PROJECT NAME: DRIFTMIER ENG. CENTER - PHASE 2 RENOVATION OUA-19-053 SHEET NUMBER: A2.04 - FURNITURE PLAN C:\TEMP\20190199_2017_DRIFTMIER II_CENTRAL_ballard02243.rvt 1/29/2020 9:18:25 AM

the front of the room represents imperceptible glare, there will Perceptible glare will happen CLASSROOM be a potential issue with during early afternoon forthe CLASSROOM STORAGE MECHANICAL contrast ratio theon locations nearbetween the CLASSROOM window windows and the content on Winter Solstice day. Shading ELEC. the projection screens. devices are recommended Shading devices are for this room for reducing glare recommended for visibility of probability. projection screen content. 1456

1450

1,227 SF

1364

946 SF

1406

HUDDLE 1408

view range 187 SF

view range

130 SF

ADDE

A2.04

1453

4,260 SF

COMMONS 1495A

4,214 SF

LOWER LEVEL - PHASE 2 FURNITURE PLAN SCALE: 1/8" = 1'-0" 1 LOWER LEVEL - PHASE 2 FURNITURE PLAN SCALE: 1/8" = 1'-0"

A2.04

3 1

4 2

5 3

6 4

A H

CLASSROOM

NOT IN SCOPE

Date: Sep. 21st Time: pm 21st Date:12 Dec. DGP: 20% Time: 12 pm F

1,347 SF

83 SF

1,227 SF

1460 220 SF 709 SF

1456

1453B

1450

MICRO MART CLASSROOM 1410

CLASSROOM

1,347 SF

Project # 20190199

AREA OF LIMITED SCOPE. PATCH AND REPAIR WHERE PHASE 2 CONSTRUCTION MEETS EXISTING PHASE 1.

DGP: 29%

Date: Sep. 21st Time: pm 21stAV Date:1Dec. DGP: 17% Time: 12:30 pm WOMEN 1451

1453A 41 SF

DGP: 31%

Date: Dec. 21st Time: pm21st Date:12 Dec. DGP: 17% Time: 1 pm

ELECTRONICS STORAGE

DGP: 33%

1457

JAN. 1451A

Date: Dec. 21st Time: pm 21st Date:1Dec. DGP: 20% HUDDLE Time: 1:30 pm 1459

DGP: 32% 187 SF

140 SF

FIRE / ELEC. 1461

74 SF

JAN. STORAGE 1463

109 SF

2D HEAT TRANSFER ANALYSIS

5/8" gypsum board 2 x 6 wood stud

2 x 6 wood stud

cavity insulation (R-19 batt 5.5")

7/16" FRT OSB sheathing

1" continuous insulation (R-19)

2" air gap exterior siding (brick) Design Wall Section

Code Wall Section

Isotherms diagram for heat transfer duting winter time. R value is 18.6 h*ft2*F/Btu.

COMcheck Software Version 4.1.1.0

Envelope Compliance Certificate

Project Information

COMCHECK ENVELOPE REPORT Energy Code: 90.1 (2010) Standard

Modera Germantown Nashville, Tennessee 4a New (2010) Construction 90.1 Standard 28% Modera Germantown Nashville, Tennessee 4a NewOwner/Agent: Construction 28%

Project Title: Location: Project Information Climate Zone: Project Type: Energy Code: Vertical Title: Glazing / Wall Area: Project Location: Climate Zone: Construction Project Type: Site: Vertical Glazing / Wall Area:

Building Area

Designer/Contractor:

Floor Area

Construction Site:

1-Multifamily : Nonresidential

Owner/Agent:

Envelope Assemblies Building Area

402323

Designer/Contractor:

Floor Area

Assembly 1-Multifamily : Nonresidential

402323 Gross Area Cavity or R-Value Perimeter

Envelope Assemblies

Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Multifamily] Assembly Floor 1: Other Floor, [Bldg. Use 1 - Multifamily] (b)

NORTH Exterior Wall 1: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] Roof 1: Attic Roof with Wood Joists, [Bldg.Perf. Use Specs.: 1 - Multifamily] Window 1: Vinyl/Fiberglass Frame:Fixed, Product ID Floor 1: Other0.40, Floor, 1 - Multifamily] 1234, SHGC PF[Bldg. 0.30,Use VT 0.60, [Bldg. Use(b) 1 - Multifamily] (c) Exterior Wall 5: Steel-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] NORTH Window 5: Metal Frame, Perf. Specs.: Product ID 123456, SHGC 0.40, Exterior Wall 1: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] VT 0.60, [Bldg. Use 1 - Multifamily] (c) Window 1: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID 1234, SHGC 0.40, PF 0.30, VT 0.60, [Bldg. Use 1 - Multifamily] (c) EAST 3: Steel-Framed, Wood-Framed,16" 16"o.c., o.c.,[Bldg. [Bldg.Use Use11--Multifamily] Multifamily] Exterior Wall 5: 3: Metal Vinyl/Fiberglass Frame, Perf. Specs.: 1234,0.40, Window 5: Frame, Perf. Specs.: Product IDProduct 123456,IDSHGC SHGC 0.40, PFUse 0.35, 0.60, [Bldg. VT 0.60, [Bldg. 1 VT - Multifamily] (c)Use 1 - Multifamily] (c) Exterior Wall 7: Steel-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] EAST Window Wall 7: Metal Frame, Perf. Specs.: Product ID 123456, SHGC 0.40, Exterior 3: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] VT 0.60, [Bldg. Use 1 - Multifamily] (c) Window 3: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 1234, SHGC 0.40, PF 0.35, VT 0.60, [Bldg. Use 1 - Multifamily] (c) SOUTH 2: Steel-Framed, Wood-Framed,16" 16"o.c., o.c.,[Bldg. [Bldg.Use Use11--Multifamily] Multifamily] Exterior Wall 7: 2: Metal Vinyl/Fiberglass Frame:Fixed, Perf. ID Specs.: Product ID0.40, Window 7: Frame, Perf. Specs.: Product 123456, SHGC 1234, SHGC 0.40, VT 0.60, VT 0.60, [Bldg. UsePF 1 -0.30, Multifamily] (c)[Bldg. Use 1 - Multifamily] (c) Exterior Wall 6: Steel-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] SOUTH Window 6: Metal Frame, Perf. Specs.: Product ID 123456, SHGC 0.40, Exterior Wall 2: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] VT 0.60, [Bldg. Use 1 - Multifamily] (c) Window 2: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID 1234, SHGC 0.40, PF 0.30, VT 0.60, [Bldg. Use 1 - Multifamily] (c) WEST 4: Steel-Framed, Wood-Framed,16" 16"o.c., o.c.,[Bldg. [Bldg.Use Use11--Multifamily] Multifamily] Exterior Wall 6:

Assembly

4: Metal Vinyl/Fiberglass Frame:Fixed, Perf. ID Specs.: Product ID0.40, Window 6: Frame, Perf. Specs.: Product 123456, SHGC 1234, SHGC 0.40, VT 0.60, VT 0.60, [Bldg. UsePF 1 -0.35, Multifamily] (c)[Bldg. Use 1 - Multifamily] (c) Exterior Wall 8: Steel-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] WEST Window Wall 8: Metal Frame, Perf. Specs.: Product ID 123456, SHGC 0.40, Exterior 4: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] VT 0.60, 4: [Bldg. Use 1 - Multifamily] (c) Window Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID

91632

38.0

Gross Area Cavity 86952 --R-Value or Perimeter

Cont. R-Value 0.0 Cont. ---

R-Value

Proposed U-Factor 0.027

Proposed 0.100 U-Factor

Budget UFactor(a) 0.027

Budget 0.033UFactor(a)

823 44397

--19.0

0.0 0.0 ----7.5 --0.0

12237

---

0.370

0.400

52253 1244 14920 823

19.0 13.0 ---

0.0 7.5 ---

0.067 0.064 0.370 0.500

0.089 0.064 0.400 0.550

44397 91632 12237 86952 1244

19.0 38.0 ----13.0

0.067 0.027 0.370 0.100 0.064 0.500 0.067

0.089 0.027 0.400 0.033 0.064 0.550 0.089

3301

13.0

1334 52253

--19.0

7.5 --0.0

0.064 0.500 0.067

0.064 0.550 0.089

14920

---

0.370

0.400

49675 3301 13365 1334

19.0 13.0 ---

0.0 7.5 ---

0.067 0.064 0.370 0.500

0.089 0.064 0.400 0.550

3696

13.0

1195 49675

--19.0

7.5 --0.0

0.064 0.500 0.067

0.064 0.550 0.089

13365

---

0.370

0.400

41757 3696

19.0 13.0

Gross Area Cavity 10554 1195 --or R-Value Perimeter 1638 13.0

0.0 7.5 Cont. ---

R-Value

0.067 0.064

Proposed 0.370 0.500 U-Factor

0.089 0.064

Budget 0.400U0.550 Factor(a)

7.5

0.064

0.500 0.067

0.550 0.089

684 41757

--19.0

--0.0

10554

---

0.370 0.400 Project Title:0.40, Modera Report date: 09/03/20 1234, PF 0.35, VT 0.60, [Bldg. Use 1 - Multifamily] (c) ONLY, and are not code requirements. (a) SHGC Budget U-factors areGermantown used for software baseline calculations Exterior Wall 8: Steel-Framed, 16" supporting o.c., [Bldg. Use 1 - Multifamily] Data N:\staff\liy\temp\Aug 2020\modera germantown\modera germantown envelope 1 of 9 1638 13.0 7.5with store front 0.064 Page 0.064 (b)filename: 'Other' components require documentation for proposed U-factors. iteration 1.cck (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.

Envelope 0.1% better than code Project Title:PASSES: ModeraDesign Germantown Report date: 09/03/20 Data filename: N:\staff\liy\temp\Aug 2020\modera germantown\modera germantown envelope with store front Page 1 of 9 Envelope Compliance Statement iteration 1.cck Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title

Signature

Date

STATE VIEW HOTEL

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, HOSPITALITY TIME: 2018.11 ~ 2019.11 MY ROLE: LEED DOCUMENTATION PROJECT PHASE: CONSTRUCTION ADMINISTRATION SITE: RALEIGH, VIRGINIA, USA GROSS FLOOR AREA: 118291 SQF TOOL USED: REVIT, BLUE BEAM, PHOTOSHOP, INDESIGN, ILLUSTRATOR CERTIFICATION: LEED V3 SILVER

TYPICAL FLOOR PLANS 7

1 / A1.03 W1

W6-S

W10

W11-S

W12

W13

W14

W15-S

ATLANTA

CH BEN

KING A

W22

KING A

KING A CONNECTING KING A CONNECTING

KING A

KING A HEARING IMPAIRED

KING A

W23 2-BAY SUITE

W23.7

ACC KING - CONNECTING 59' - 11"

HOUSEKEEPING

DBL. QUEEN A

ELEVATOR LOBBY 27.60'

-2

W26

" 3/8

ACC DBL. QUEEN DBL. QUEEN A KING C CONNECTING CONNECTING CONNECTING KING C CONNECTING

DBL. QUEEN A

7' 16

DBL. QUEEN A

KING A

The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project.

HOUSEKEEPING STORAGE KING A HEARING IMPAIRED

SCOPE DOCUMENTS

3 .0 A4

DBL. QUEEN D

W27

KING A

DBL. QUEEN D

1 / A1.03

W28

KING A

2 / A1.03

NEW YORK

W24

TELECOM ?

WASHINGTON

625 North Washington Street Suite 200 Alexandria, VA 22314 (703) 519-6152 www.coopercarry.com

CORRIDOR

KING B

W21

KING B

A5.13 5

W20

MATCHLINE

A4.03

176' - 0 1/2"

2 / A1.03

KING A CONNECTING

W29

DBL. QUEEN C

-4 " 3/4

A4.01

D. QUEEN A HEARING IMPAIRED CONNECTING

1' 13

W32

DBL. QUEEN A CONNECTING

1 A4.10

KING A

STAIR 2

ISSUANCES Drawing Issue Description

Date

SCHEMATIC DESIGN DESIGN DEVELOPMENT 75% CONSTRUCTION DOCUMENTS COORDINATED TEAM REVIEW SUBMISSION ISSUED FOR PERMIT

10/03/2014 12/22/2014 02/20/2015 03/04/2015 04/22/2015

KING B HEARING IMPAIRED DBL. QUEEN A

A4.10

No.

W31

CORRIDOR

A4.01

DBL. QUEEN C

W30

KING A CONNECTING

DBL. QUEEN A '62

DBL. QUEEN B

/4" 61

A4.02

REFERENCE PLAN - LEVEL 03

SCALE: 1/16" = 1'-0"

A0.02

16'

32'

64'

B29

B28.9

B27

B28

B26

B25

B24

A4.03

B23

B21

B20

2 FD

W10

W11-S

W12

W13

W14

A4.03 176' - 0 5/8"

W15-S

KING A

KING A ?

KING A KING A CONNECTING KING A CONNECTING HEARING PREFUNCTION MEETING ROOM B IMPAIRED

KING A

CORRIDOR

MEETING ROOM D

0.00'

MEETING ROOM A

KING B

119' - 6 3/4"

BG.1

KING A

DBL. QUEEN A

KING A

DBL. A STAIRQUEEN 1

DBL. QUEEN A

BEVERAGE

W23

PREFUNCTION

0.00'

DINING TERRACE

STORMWATER_____________________________________

W24

PLANNING_________________________________________ FIRE ______________________________________________ URBAN FORESTRY _________________________________

ELEVATOR LOBBY 18.00' D. QUEEN D HEARING IMPAIRED

EXPO KITCHEN

PUBLIC UTILITIES__________________________________

A4.03 1

RESTAURANT 0.00'

-0.67'

All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES_______________________

ELECTRICAL

KING A

0.00'

CITY OF RALEIGH

W23.7

HOUSEKEEPING

INTERACTIVE TV

A4.02

B6.7 B6

PREP KITCHEN KING C CONNECTING ACC DBL. QUEEN KING C CONNECTING D. QUEEN A HEARING 0.00' CONNECTING IMPAIRED CONNECTING AV/TELE

W22

ACC KING - CONNECTING

MEETIN ROOM C

SERVICE CORRIDOR

56' - 11 3/8"

B7.4

PRIVATE DINING ROOM 0.00' DISHWASH DBL. QUEEN A CONNECTING

KING A CONNECTING

0.00'

B7.5 FD W21

BANQUET STORAGE A5.13 0.00' 5 DBL. QUEEN E CONNECTING

SERVICE CORRIDOR 0.00'

KING B

W20

W26

3'-11 11/16"

18'-11"

BAR

17'-3 5/16"

W27

LOBBY TERRACE

DBL. QUEEN D

STATEVIEW HOTEL & B1.1 CONFERENCE CENTER

10 5/16"

1 / A1.02a 1 / A1.02b

W28

-0.67'

KING A

KING A CONNECTING

CONF. MANAGER

DBL. QUEEN A CONNECTING

0.00'

1' 13

MAIN LOBBY 0.00'

-4 " 3/4

1 / A1.01a 1 / A1.01b

KING B UP

WH LIBRARY

DBL. QUEEN A

/2" 01 -1 9' WORK5 AREA

2 2 A4.10

DBL. QUEEN B

ENTRY VESTIBULE

A4.01

REGISTRATION DESK 0.00' RETAIL

A6.30

0.00'

LUGGAGE STORAGE " -4

ADMIN SUPPORT

A4.01

SALES 15

20140046

Principal-in-Charge

Project No.

ANDREA SCHAUB

04/22/2015

Project Manager

Date

BC.1

A0.02

Staff Architect

CONFERENCE

ROB UHRIN

Project Architect

BC.4

UP 2 STAIR

HUMAN RESOURCES

SCALE: 1/16" = 1'-0"

A0.02

JONATHAN CAKERT

REFERENCE PLAN - LEVEL 02

A4.02

0' 13

ACCOUNTING

MARKETING

A4.10

CALL CENTER 1

2451 ALUMNI DRIVE, RALEIGH, NC 27606 ♦ NOBLE INVESTMENT GROUP, LLC

REFERENCE PLAN - LEVEL 02 & 03

DBL. QUEEN A

1 A4.01 166' - 5 3/4"

W32 STAIR 2 C

A4.10 3

A6.30

A4.10

KING A TERRACE LOUNGE

DBL. QUEEN AELEVATOR LOBBY CONNECTING

VESTIBULE

0.00'

BE.1

W31

BOHDBL. VESTIBULE QUEEN C CORRIDOR

MEN'S

MEETING ROOM 4

BB.9

16'

All32' construction to be in accordance with all City64' of Raleigh and/or NCDOT standards and specifications

BB.4

BB.1

GM OFFICE

BB BA.8

Drawing No.

0.00'

MEETING ROOM 3 A4.01 STORAGE

0.00'

PANTRY/STORAGE

W30

KING A CONNECTING

W29

DBL. QUEEN C

COAT ROOM PREFUNCTION

MEETING ROOM 1

MEETING ROOM 2

W6-S

MATCHLINE

W1 BI

A4.03

1 / A1.01a 1 / A1.01b 1 / A1.02a 1 / A1.02b

A4.02

BA.1

16'

32'

64'

REFERENCE PLAN - LEVEL 01

SCALE: 1/16" = 1'-0"

A0.01

EGRESS EXIT - SEE CA1.01

2S812 FD

WOMEN'S FD 032

POOL TERRACE

PLANTED AREA

MEN'S 031

1 A10.02

POOL

HOTEL USER CALCULATION AND BIKE STORAGE DESIGN F

FEC 1

FIRE PLACE HEARTH POOL TERRACE

EGRESS EXIT SEE CA1.01 E

SERVICE ELEVATOR LL- L5

HOUSE PHONE

EGRESS EXIT - SEE CA1.01

012

017

MAIN TELECOM 009

LOA

EMERGENCY GENERATOR SEE MECHANICAL

ACC ACC

014

BULK STORAGE 016

EMPLOYEE FACILITIES 012

016

011A

EMPLOYEE ENTRANCE AT LOWER LEVEL

AUXILARY EMPLOYEE PARKING AREA

BIKE RACKS - SEE CIVIL

3 A3.01

1 A4.10

ADA ACCESSIBLE RAMP SEE CIVIL DRAWINGS FOR DETAILS

LOCATION OF FUTURE BUS STOP

CAR POOL

VAN POOL

RIV E

CAR POOL

SE RV IC ED

CAR POOL

HOSE BIB SEE PLUMBING 011

P) TY P( RA

CAR POOL

WOMEN'S 013

RIP

CAR POOL

013

MEN'S 014

EGRESS EXIT - SEE CAB1.01

BENCH - SEE CIVIL

VAN POOL

RECYCLING 011

018

Hotel Guest: The hotel has 164 keys, which includes two 2-Bay suites and one 3-Bay suite. Each Bay suite Hotel Guest: Hotel Guest: has one withkeys, pour-out that could be counted 1-bed room. TheEach hotelBay hassuite 90 The hotelroom has 164 whichsofa includes two 2-Bay suites as anda one 3-Bay suite. The hotel has 164 keys, which includes two 2-Bay suites and one 3-Bay suite. Each Bay suite one-bed roomswith andpour-out 77 2-bedsofa rooms. has one room that could be counted as a 1-bed room. The hotel has 90 has one room that could be counted as a 1-bed room. The hotel has 90 one-bed roomswith andpour-out 77 2-bedsofa rooms. Hotel guests counted as residents. The hotel has 167 rooms in total. one-bed rooms and 77 2-bed rooms. VAN POOL

009

FEC 1

KEG STORAGE 015

FIRE MARSHALL ACCESS TO WATER ROOM

2' - 6"

021B

HOUSEKEEPING OFFICE

ACC ACC

005

022

FIRE SERVICE INTAKE - SEE CIVIL/PLUMBING

• • •

ACC

004

002

SCALE: 1/8" = 1'-0"

AB1.01

003

LOADING/SERVICE AREA AT LOWER LEVEL

PIf3 – Project Occupant and Usage Data LEED #: 1000062401 StateView Hotel at NC State University Occupancy Narrative PIf31 – FLOOR Occupant and Usage Data PLAN - LOWER LEVEL LL Occupancy Narrative 7

BIKE RACKS - SEE CIVIL

FEV FEV FEV FEV FEV FEV FEV

0S714

0S714 MAINTENANCE 004

CHIEF ENGINEER 003 024A

G LAUNDRY EQUIP 019 SHOWN FOR TRANSFORMER LOCATION REF ONLY - SEE JANITOR CHEM. STOR. LAUNDRY DWGS FOR 019 ADD. INFO

FTE and Transient Narrative LEED #: 1000062401 StateView Hotel at NC State University FTE Project and Transient Narrative PIf3 – Occupant and Usage Data LEED Project #: 1000062401 StateView Hotel at NC State University FTE and Transient Narrative Occupancy Narrative .

RAMP TO EN TRY

CANOPY ABOVE

E ER CH CO

FEV

0S714

14' - 2 7/8"

STORAGE 005

LAUNDRY ROOM/ HOUSEKEEPING 021

CONFERENCE DROP OFF

FEV

A10.06

FEC 1

EGRESS EXIT SEE CA1.01

BOH CORRIDOR 002

GAS SERVICE

RY NT LE TE HO

PROJECT NUMBER: 20140046 PROJECT NAME: STATEVIEW HOTEL & CONFERENCE CENTER SHEET NUMBER: AB1.01 - FLOOR PLAN - LOWER LEVEL P:\2014\20140046\d-7 drawings\d-7-1 revit\users\20140046_2013_berriosr.rvt 12/10/2015 5:31:59 AM

EGRESS EXIT SEE CA1.01

E RT PO

2 FEV

021A

BIKE RACKS; SEE CIVIL

0S714 03 A7.04

GREASE 001 INTERCEPTOR SEE PLUMBING COOLING TOWERS SEE MECHANICAL

023

4 11' - 3 5/8"

8' - 9 1/2" A10.06

EGRESS EXIT - SEE CAB1.01 0S714-S

CHUTE TERMINATION/SOILED LINEN 023

LOBBY TERRACE

PASSENGER - LL- L5

NAGE, BY DE POWER -

26' - 5 1/4"

ELEVATOR LOBBY 001

5 STORY BUILDING FINISHED FLOOR - 311.5' PASSENGER - LL- L5

FEV

COOLING TOWERS EX-01

CENTRAL PLANT 024

EVENT TERRACE

EGRESS EXIT SEE CA1.01

ENTRY DRIVE

RAMP

? ON EM

Hotel guests counted as residents. The hotel has 167 rooms in total. 90 - 1 bed rooms x 1.5 occupants x 60% occupancy = 81 guest Hotel guests counted as residents. The hotel has 167 rooms in total. 90 - 1 bed rooms x 1.5 occupants x 60% occupancy = 81 guest 77 - 2 bed rooms x 2.5 occupants x 60% occupancy = 70 guest 90 - 1 bed rooms x 1.5 occupants x 60% occupancy = 81 guest 77 - 2 bed rooms x 2.5 occupants x 60% occupancy = 70 guest 81 + 70 = 151 regular resident occupants (guest) 77 - 2 bed rooms x 2.5 occupants x 60% occupancy = 70 guest 81 + 70 = 151 regular resident occupants (guest) 81 + 70 = 151 regular resident occupants (guest) 14

PARKING ACCESS - SERVICE DRIVE

RAMP

• • •

Building FTE In Total : Building FTE In Total : Back of House Hotel Employees = 40 FTE (full time) + 20 FTE (part time) = 60 FTE Building FTE In Total : R TE WA .23' OF 266 = GE ED ELEV

• • •

Back of House Hotel Employees = 40 FTE (full time) + 20 FTE (part time) = 60 FTE Restaurant Employees using public restrooms = 11FTE Back of House Hotel Employees = 40 FTE (full time) + 20 FTE (part time) = 60 FTE Restaurant Employees using public restrooms = 11FTE The building has 11 + 60 = 71 FTE in total Restaurant Employees using public restrooms = 11FTE The building has 11 + 60 = 71 FTE in total The building has 11 + 60 = 71 FTE in total

NOTE: PROVIDE FALL PROTECTION @ ALL SITE LOCATI AS REQUIRED BY CODE - SEE CIVIL FOR DETAILS.

NOTE: REFER TO CIVIL DRAWINGS FOR ADDITIONAL SIT

Building Transient In Total: This hotelTransient and conference center’s transient can be separated into two parts: people visiting Building In Total: conference rooms, and people visiting hotel guest. restaurant area onvisiting level one is Building In Total: This hotelTransient and conference center’s transient can beThe separated into and two lounge parts: people 5

mainly used forconference hotel guest. So visiting thistransient area isn’tguest. counted for peakinto transient, but people itarea is counted This hotel and center’s can beThe separated two lounge parts: conference rooms, and people hotel restaurant and onvisiting levelwhile one is calculating daily average transient. conference and people hotel Thefor restaurant and lounge on levelwhile one is mainly usedrooms, for hotel guest. So visiting this area isn’tguest. counted peak transient, but itarea is counted mainly useddaily for hotel guest. So this area isn’t counted for peak transient, but it is counted while calculating average transient. Peak transient: (see plan uploaded) total seats in conference rooms are 401. This building’s peak calculating daily average transient. transient number is plan 401. uploaded) total seats in conference rooms are 401. This building’s peak Peak transient: (see Peak transient: (see transient number is plan 401. uploaded) total seats in conference rooms are 401. This building’s peak Average transient: (For conference rooms) 401(seat) Peak x 4 (2 hour) sessions per day x 60% transient number is 401. expected occupancy = 963 regular transient visitors per day. restaurant) 139(seat) (1 lunch Average transient: (For conference rooms) 401(seat) Peak x 4(For (2 hour) sessions per day xx 360% and 2 dinner) + 2 (bar x 2 (2 dinner) = 421 regular transient visitors per day. This has Average transient: (For conference rooms) 401(seat) Peak x 4(For (2 hour) sessions per daybuilding expected occupancy =seat) 963 regular transient visitors per day. restaurant) 139(seat) xx 360% (1 lunch 963 = 1384 regular visitors per day. expected occupancy =seat) 963transient regular transient visitors pertransient day. (For visitors restaurant) 139(seat) x 3 (1 lunch and +2 421 dinner) + 2 (bar x 2 (2 dinner) = 421 regular per day. This building has and +2 421 dinner) + 2 (bar seat) x 2 (2 dinner) = 421 regular transient visitors per day. This building has 963 = 1384 regular transient visitors per day. 963 + 421 = 1384 regular transient visitors per day.

DESIGN QUALITY VIEW TO OUTSIDE In the designed hotel, the big glazing windows and curtain walls were used on all levels to give visitors/employees/guests the best-unobstructed view to the outside environment. As such, the view factor in all of the guest rooms for this particular LEED project is between 3-5. On the lobby/ fitness/ restaurant/ conference room level, the view factor ranges from 3-5 depending on the proximity of the space to the exterior glazing. In all spaces, efforts were undertaken to maintain unobstructed views to the exterior and maximize glazing.

Reference Document - “Windows and Offices” WINDOWS AND OFFICES

CALL CENTER STUDY

VIEW MEASURE TYPES

ELEVATION VIEWS

Building

Space No. 141 - Prefunction

Space No. 122 - Restaurant

Building

Figure 23: Examples of view ratings 1-5

48 141 - Meeting Prefunction Space No. 142 Room 4

Space No. 120 - Terrace Lounge Space No. 146 - Meeting Room 2 Space No. 121 - Bar Space No. 147 - Meeting Room 1 Space No. 122 - Restaurant

Space No. 101 - Main Lobby

Space No. 240 - King A

Space No. 202 - King B

Space No. 121 - Bar Space No. 143 - Meeting Room 3

Space No. 524 - 3-Bay Suite Space No. 215 - Queen A

Space No. 120 - Terrace Lounge

Space No. 524 - 3-Bay Suite

Building

VIEW MEASURE TYPES The building locates next to Lake Raleigh. The surrounding environment of the building provides it an Building locates next to Lake Raleigh. The surroundStateView Hotel LEED Credit opportunity to quality view. ing environment of the building provides it an opport u n i t y t o q u a l i t y v i e w.

IEQc8.2 Examplary Performance Four sides of the building have views of different options to fit Exemplary F o uMeasurement r s i d e s o f t h e b u i l d i n g h a2. ve views to different opMeasure 2 tions to fit Exemplary Measurement 2.

Northside of the building is facing the lake and pool. So regularly occupied N o r t h s i d e o fareas t h e b u i l d i non g i s f this a c i n g t side h e l a k e acould nd pool. So regularly occupied area on this side could have a i e w w i t hfrom v e g e t a t ithe on, hum a n a c t i v i t i e s glazing. and objects at have a view with vegetation, human activities, and objects at least 70 lvfeet exterior east 70 feet from the exterior glazing.

outh side o f t h e b u iprovide l d i n g i s f a c i n g vegetation the entrance plaza Southside of the building is facing the entrance plaza and parking lot. aSThey could nd parking lot. They could provide vegetation, and objects at least 70 feet from the exterior glazing. and objects at least 70 feet from the exterior glazing. North

Southwest side of the building is facing the road and

NorthEas

70 feet a t r e e s . P e o p l e sby t a n d i nthe g b y t hwindow e w i n d o w o n t h on i s s i d ethis Southwest side of the building is facing the road and trees. People standing c o u l d h a v e a v i e w tB o vu e gielt ad t i oi nnag n d ol bo j ec c t saatt e l e as st n e x t t o S t a t e V i e w H o t e l L E E D C r e d i t feet from the exterior glazing. side could have a view of vegetation and objects at least 70 feet from7B0the exterior glazing. t nt om Leankte oRf atl he e u i l d i n g l oi cnagt eesnnvei rx o i g hb S

StateView Hotel LEED Credit -

70 ft offset

tu u qt ieoun , a ldiiand tlbyd- i nv gi epwr .o v i f o r ee s tn . Tvh ie r yo c on lm d n pe r oin vti d g ett ah o innd g tye ovtefo ba nu Northeast side of the building is facing the parking lot and forest. They jaecould provide vegetation cts at least 70 feet from the exterior glazing. t u n i t y t o q u a l i t y v i e w . I E Q cat8least . 2 70 E xfeet a mfrom p l athe r yexterior P e r glazing. formance objects Basing on IEQc8.2 documentation, more than 90% of Northeast side of the building is facing the parking lot

IM EQ e ac 8s .u2r eE x2a m p l Bau irl dyi n g Pl o cea tre sf on e rx tmt o aL ank e cR ea l e i g h . T h e s u r r o u n d i n g e n v i r o n m e n t o f t h e b u i l d i n g p r o v i d e s i t a n o p p o 0r Measure 2

Four sides of the buildi

EED Credit -

t u n i t y t o qS ui t a l i t y v i e w. e plan Building locates next to Lake Raleigh. The surroundi nogu re ns vi di reosn o mf e tnht e o bf ut ihl e bg u i lhdai vn eg vpireowv si d teos di ti f faenr eonptp o op r -F din e rwy. M e a s u r e m e n t 2 . tt iuonni st y t ot o f iqt uEa xl iet ym pv li a

da i tn -c e yE EPDe r C f or rem

200 ft

NNoor tr ht h NE

N S

SW N

70 ft offset SW

70 ft offset

200 ft

Fo N ou r trh ssi di dees ooff tthhee bbuuiillddiinngg ihs a fvaec ivni ge wt hs et ol adkief f e a rnedn tp ooopl-. t i oo nr se gt o f irt l yE xoec m S ula c uppl ai er yd M a reeaas uo rne m t hei sn ts 2 i d. e c o u l d h a v e a view with vegetation, human activities and objects at t hge. l a k e a n d p o o l . lNe oa rstth 7s0i df ee eot f f trhoem btuhiel dei nx gt e irsi ofra cg il na gz i n So regularly occupied area on this side could have a v ioeuwt hwsi ti h t aet i bo un i,l dhi un m i t i tehse aenndt roabnjceec tps l aazt a S d ev eo gf et h g ai sn faacct ii nv g al enads tp a7r0k ifnege tl of rt .o m T htehye ceoxut ledr i po rr ogv li ad zei nvge.g e t a t i o n , a n d objects at least 70 feet from the exterior glazing. South side of the building is facing the entrance plaza an ht e nn dd S od utp ha wreksi n t gs i ldoet . oTfN h ye cbouui ll dd i npgr oivsi df ae cvi ne gg et thaet i roona, da a E N l el ea sstt a7n0d fi n eg e t bfyrN ot m e ro i onr tghliasz si ni dg e. E torbejeesc.t sP ea ot p h e t hwei nedxotw c o u l d h a v e a v i e wN t o v e g e t a t i o n a n d o b j e c t s a t l e a s t t hewt ef rsot ms i d oef xttheer i o b ru igl dl ai nz gi n igs. f a c i n g t h e r o a d a n d 7S0o uf e t heeS t r e e s . P e o p l e s t a n d i n g Sb y t h e w i n d o w o n t h i s s i d e c oo ur tl h d eShaW asvtNeso riatdhevoiuo et fw teoeV vi beewugi -ledVt ia i ot ainst i oafna n, cdoibnoj egbcjtteshcaett s7p0a sid engt g e N th a trf ekleietnaagswtlaoy t o f a7 n0 df ef oe rt efsr to. mT ht heey ec xo tuel rdi oprr og vl ai dz ei n vg e. g e t a t i o n , a n d o b S W 7 0 f t jects at least 70 feet from the exterior glazing. Norto h ef fasset ts i d e o f t h e b u i l d i n g i s f a c i n g t h e p a r k i n g l o t 7 0 h fety c o u l d p r o v i d e v e g e t a t i o n , a n d o b an B ad s i nf ogr eo snt .I ETQ c8.2 documentation, more than 90% of acsfctfus7pe 0i etfde es tp af rcoem t haev ee xat edri iroerc tg ll ai nzei n og f. s i g h t rj e e cg tusl aar tl yl eoo s h to the outdoor environment.All spaces have views that n nItEo Qvce8g. e2 t ad toi co un m eu nm t aat ino na,c tmi voi rt e lBoaoski nogu to o , h y , t oh ra no b9j 0e % c t so f r ehgi cu hl a a r lrye ogcrceuapt e i er dt hsapna c7e0s’ - h0 a” vf er oam dtihr e n rei oorf fsaicgeh to f w e cet xl ti e gt ol a tzhi e n go. u t d o o r e n v i r o n m e n t . A l l s p a c e s h a v e v i e w s t h a t l o o k o u t o n t o v e g e t a t i o n , h u m a n a c t i v i t y, o r o b j e c t s which are greater than 70’-0” from the exterior face of glazing.

0 Site plan

North side of the buildin

S o u t h s i d eSoofutthhe sbiudi e l d ion fg tihs ef abc ui ni g l d ti a n d p a r k i nagnldo t p . a T rhke iyn cgo luol dt . pTr ohvei d y ec vo objects at least 70 feet from the exte

objects at least 70 feet

N o r t h E a s t o u t s i d e V i e w - Ve g e t a t i o n , o b j e c t s a t 70 feet away of the building boundary

Southwest side of the building is faci S o u t h w e s t s i d e o f wtihn ed obw c o u l d h a v et rae e v ise.wPt e o ovpelgee tsattai onnd ianngd b u i l d i n7 g 0 b o u fn e d ae r y t, h fu m a nc itvh i lt i d es e ro maov t u e hxat ve rei oar gv liaezwi n gtSo.o u t hvWee

N o r t h Etarset e ou d eeVoi epwl e- Vsetgae n t ad t i ion n ,g o bbj e st.s i P yc ttshaet 70 feet away of the building boundary the

70 feet a

70 feet from the exterio

Northeast side of the building is faci and forest. They could provide veget Northeast side of the bu jects at least 70 feet from the exterio

and forest. They could p j t e7n0t aftei oent , fm ro B a s i n g o n IeEcQt cs 8 a . 2t dl eo a c us m

regularly occupied spaces have a dir t o t h e o u t dBoaosr i enngv ior onn ImEeQ n tc. 8 A .l l2 s d po a cceu l o o k o u t o nr e t og u v el ag reltya t o i ocnc, uhpui m a n sapcat icv e d 200 ft h Vai erwe - tgVore egteah te e ho bat jdn 00”n vf ri or o mntm h South w o uh t siic de ta t i or no,t u e cot7 so0ar’t -7e f e e t a wgalya ozf i tnh g e .b u i l d i n g b o u n d a r y

Site plan

a t i o n , o b j e c t s a t 7 0 f e e t a w a y o f t h e b u i l d iB ng i t ki ee s R a l e i g h . T h e s u r r o u n d u i lbdoi un ng dlaorcya, t h eu s mn ae nx t atvot i Lv a ing environment of the building provides it an opport u n i t y t o q u a l i t y v i e w. t a t i o n , o b j e c t s a t 7 0 f e e t a w a y o f t h e b u i l d i n g b o u n d a r y, h u m a n a v t i v i t i e s

EED Credit -

y Performance

F o u r s i d e st ioof ntsh et ob uf iiltd iEn x g ehm a vpel avriye wMs tions to fit Exemplary Measurement 2

North side of the building is facing th u ileadr l ayr eoac co un pt ihei sd sai S o r e g u l a rS l yo o rcec g up outh ou v i e w w h , vheu gmeatna taicot fSn w au y v i e w w i t h v e g e t a t iiot n ieve,ti at h ie l e a s t 7 0 f e e t f r o m t h e e least 70 feet from the exterior glazin

SITE PLAN AND OURDOOR VIEWS

y Performance

regularly occupied spaces have a direct line of sight to the outdoor environment.All spaces have views that l o o k o u t o n t o v e g e t a t i o n , h u m a n a c t i v i t y, o r o b j e c t s which are greater than 70’-0” from the exterior face of glazing.

Four sides of the building have views to different options to fit Exemplary Measurement 2.

200 ft

look out onto vegetation which are greater than glazing.

S o u t h o u t s i d e V i e w - Ve g e t a t i o n , o b j e c t s a t 7 0 feet away of the building boundary

S o u t h W e s t o u t s i d e V i e w - Ve g e t a t i o n , o b j e c t s a t 70 feet away of the building boundary S o u t h W e s t o u t s i d e V i e w - Ve g e t a t i o n , o b j e c t s a t 70 feet away of the building boundary

North side of the building is facing the lake and pool. So regularly occupied area on this side could have a view with vegetation, human activities and objects at least 70 feet from the exterior glazing. South side of the building is facing the entrance plaza and parking lot. They could provide vegetation, and objects at least 70 feet from the exterior glazing.

S SW

N o r t h E a s t o u t s i d e V i e w - Ve g e t a t i o n , o b j e c t s a t

s t ns,i d o e b o fj e t hcet s b u ial dti n7 g 0i s ff e a cei nt g at hwe ar y o a do fa ntdh e b7u0i lf e N o r t h o u t s i d e V i e w - V e Sgoeu tt hawt ei o dei tnagw aby oouf nt hde ab ru yi l ,d i nhgubmo uannd a a r yv t i v i t i e s trees. People standing by the window on this side could have a view to vegetation and objects at least 70 feet from the exterior glazing.

EDICAL

COOPER CARRY TYPE: WORK PROJECT, RENOVATION, HOSPITALITY TIME: 2020.02 ~ 2020.09 MY ROLE: SUSTAINABILITY ANALYSIS, ENERGY MODELER PROJECT PHASE: CONSTRUCTION DOCUMENT SITE: ATLANTA, GEORGIA, USA GROSS FLOOR AREA: 304660 SQF TOOL USED: REVIT, COVE.TOOL, BLUE BEAM

EUI (ENERGY USAGE INTENSITY) REDUCTION

55.5 % REDUCTION

HVAC, SCHEDULE, ACH, AND LPD INPUTS

Air Cooled Chiller / Fan Coil

Ventilation

Leakage

Designed ventilation will higher the comfort level while out of contoled leakage may cause the energy lost. In order to have a better energy performance, non - residential building should keep ACH between 0.6 to 1.1, and residential building needs to keep ACH between 0.9 to 1.8. Lighting Power Density (LPD) and heating / cooling set-point act an important role in building energy performance. Control sensors could help with these two systemsâ&#x20AC;&#x2122; energy saving.

VRF System

Leakage causes Energy Lost

LARENDON

ESIDENTIAL

COOPER CARRY TYPE: WORK PROJECT, NEW CONSTRUCTION, HOSPITALITY TIME: 2019.12 MY ROLE: SUSTAINABILITY ANALYSIS, ENERGY MODELER PROJECT PHASE: CONCEPT SITE: ARLINGTON, VIRGINIA, USA GROSS FLOOR AREA: 460269 SQF TOOL USED: REVIT, COVE.TOOL, ILLUSTRATOR

SOLAR RADIATION ANALYSIS

Solar Radiation analysis shows the heat gain from sun light. Roof Area with direct exposure to the sun has the highest solar radiation level. Roof shading devices or higher insulation material on roof will help reduce the heat gain from solar radiation. Scheme 3 and 2 have shading canopies on the roof, and scheme 1 has green roof on it. Solar radiation on South facade is the highest among all elevations. East and West elevation have higher radaition level than north side. Facade shading and fenestration should refer to these diagrams.

Lo W sid

Di Th

Br He ca Co En ca Lig de by

NERGY MODEL COMPARISON

cheme 1

Scheme 2

Scheme 3

Scheme 4

40% WWR

N E S W ower Window to Wall Ratio might result with a lower EUI. Window to Wall Ratio on the West or East sides might have higher impact on pEUI level than the other des.

38.85 kBtu/ft2/yr

38.41

48.56 kBtu/ft2/yr

48.49 kBtu/ft2/yr

kBtu/ft2/yr

ifferent geometry and window to wall ratio leads to different predicated EUI. he highest pEUI is 26.4% higher than the lowest pEUI.

38.85

Heating

38.41

Equipment

Lighting

Fans

Cooling

Hot Water

Pumps

reakdown EUI seprates predicated energy load into seven groups. eating load (energy usage) has the highest sensitive level to geometry or window to wall ratio in this ase. ooling load (energy usage) is less sensitive than Heating load to the window to wall ratio. nergy used by the Equipment and Hot Water systems wonâ&#x20AC;&#x2122;t be influenced by building geometry or faade design. ghting system EUI depends on the lighting power density of the building. LPD (lighting power density) epends on the builing type and daylighting environment of the floor plans, which could be influenced y the building geometry and window to wall ratio.

MALI EXTENSION

BLDGS TYPE: WORK PROJECT, NEW CONSTRUCTION, MUSEUM TIME: 2016.05~2016.07 MY ROLE: 3D MODEL, RENDERING, ARCHITECTURE DESIGN PROJECT PHASE: CONCEPT SITE: LIMA, PERU GROSS FLOOR AREA: 6000 SQM TOOL USED: RHINO, SKETCH UP, PHOTOSHOP, V-RAY, AUTOCAD

FLOOR PLAN

RENDERING

SECTION

MALI 10754

TRANSVERSE SECTION 1:200

ATECH

AMPUS

BLDGS TYPE: WORK PROJECT, RENOVATION, HIGH EDUCATION TIME: 2017.07~2017.10 MY ROLE: 3D MODEL, RENDERING, ARCHITECTURE DESIGN PROJECT PHASE: CONCEPT SITE: ATLANTA, GEORGIA, USA GROSS FLOOR AREA: 18566 SQM TOOL USED: RHINO, SKETCH UP, PHOTOSHOP, V-RAY, AUTOCAD

ENTER

MICRO CITY LAB Cafe

GATECH TYPE: RESEARCH ASSISTANT, RENOVATION, RESEARCH LAB MY ROLE: PROGRAM, ARCHITECTURE DESIGN, 3D MODELING, RENDERING TIME: 2018.01~ 2018.06 SITE: ATLANTA, GEORGIA, USA

FLOOR PLAN

Theater

AXONOMETRIC VIEW

Micro City Lab Office

Workshop

Micro City View from This Side

BRIDGE CIRCLE

GATECH TYPE: ACADEMIC, SOLO WORK, APARTMENT TIME: 2017.01~ 2017.04 SITE: ATLANTA GEORGIA, USA SITE AREA: 20000 SQF BUILDING AREA: 25000 SQF TUTOR: MICHAEL GAMBLE

FLOOR PLAN

UNIT PLAN

ENGERGY ROOF

PLAYGROUND

Singel Studio SECTION PERSPECTIVE

PLAYGROUND LIBRARY

COMMERCIAL

GYM

YARD

GARDEN LOUNGE

Two Bedroom

Multi-generation Housing

SUSTAINABILITY STRATEGY WATER DRAINAGE

BELT LINE TRAIL NEIGHBOR ROAD SYSTEM

ROAD BELOW TRAIN TRACK

BELT LINE

RESIDENTIAL

PV PANELS

WATER DRAINAGE TRAIN TRACK RESIDENTIAL

320W (60-CELL) (E.G. LG NEON2)

DIRECT EXPANSION SINGLE SYSTEM INCLUDING VARIABLE REFRIGERANT FLOW SYSTEMS

PV PANELS LOWEST POINT

LOWEST POINT WATER TANKS

INDOOR UNIT OF HAVE SYSTEM

I NSIDEOUT BASE

ARCHITECTURE DESIGN STUDIO TYPE: ACADEMIC, SOLO WORK, OPERATIONAL ARMETURE TIME: 2016.08~ 2016.11 SITE: NA SITE AREA: NA TUTOR: KEITH KASEMAN

DESIGN PROCESSING OPERATE 1 ALL CAME OUT OF THE BASIC SHAPE A

SCENARIO NAME

ELEVATION ELEVATION OR RAMP? RAMP? FACADE FACADE OROR STAIRS STAIRS OR Key points, Key points, workingworking issues,issues, etc. etc. AKA:

AKA:

Tags:

NOTES:

By:

Triangle Triangle towertower with movable with movable facade facade

Tags, tags, Tags, tags tags, tags

Yifan LiYifan Li

FACADE FACADE OROR STAIRS STAIRS AA-01 AA-0 AA-01 AA-0

AKA:

The floating zigzag trangle

Tags:

NOTES:

Key points, working issues, etc.

By:

Tags, tags, tags

Yifan Li

AKA:

Tags:

NOTES:

By:

Triangle Triangle towertower with movable with movable facade facade Key points, Key points, workingworking issues,issues, etc. etc.

Tags, tags, Tags, tags tags, tags

Yifan LiYifan Li

AA-01 AA-0

AA-02 AA-0 AA-02 AA-0

SITE BACKGROUND

INSTELLATION TYPOLOG

SECTION PERSPECTIVE

Z -Z CROSS

GATECH TYPE: ACADEMIC, SOLO WORK, POST POST OFFICE OFFICE TIME: 2015.08~ 2015.11 SITE: SAVANNAH, GEORGIA, USA SITE AREA: 20000 SQF BUILDING AREA: 43065 SQF TUTOR: BRIAN BELL

DESIGN BACKGROUND Thsi project is located at Savannah historical district. It is at the west side of Savannah ward system. It can be seen as a tything lot, which is formed by 5 basic units. But now it is just an empty parking lot. This project is going to build a post 'post office' office. It should be a sprcial office building that would meet the usage in future, and it also needs to contain the program of a post office. So I want ot creat a 24 hour post office to mee the need of surounding students and residents. And that post office also has offices and studios that could be rent. The 24 hour post office is mainly running by the volunteers, who are students or urban tourist. Volunteers would get free hostel and studio for rest and study. And the rent paid by studio and office users could also be used for running the post office.

View from civic center

60' Atlanta

90'

Macon

Design site Savannah

Tallahassee

Jacksonville

SITE DESIGN PROCESSING

Step Step 11 Chose 15' devide theinto site into Chose 15' to to devide the site severial severial parts. rate of parts. Contral rateContral of W:L around 2:3.W:L around 2:3.

Step Step 22 Keep the passing througn Keep the througn way way for for passengers. passengers.

Step Step 33 Make corridor in in the the site. site. Both Make aa corridor Both for for passenger andeye eyeconnection. connection. passenger and

Background Background 11 Public buildingslocated located around the Public buildings around the site. site.

Background Background 22 Keep thecorridor corridor connecting Keep the connecting threethree sites sites as a design element. as a design element.

Step Step 44 Put columns, columns, trees, trees, landscape landscape lights lights and wallsat atthe thegrids gridsjoints. joints. and walls

SITE SITUATION PLAN

Site Situation Plan

1/32'

GROUND FLOOR PLAN 2

Gallery 1

Sending

Lobby

Deliver

Bookstore

Post Office Public Service

Cafe

Shop

Storage Parking

Office

Dinning Hall

Vertical Circulation 2

SECTION PERSPECTIVE

Office Meeting Room Open Office Space Hostel Hallway Flexible Studio Outdoor Space Bookstore Office of post office Hallway Office of post office

Ground Floor Plan 1/54'

SECTION

Section 1-1 1/32'

Section 2-2 1/32'

Restroom Flexible Studio

Studio Hallway Studio Meeting Space Hostel Hallway Hostel

Post Office Lobby

Re G en

GATECH (SOLAR DECATHLON) TYPE: ACADEMIC, TEAM WORK, HOUSING MY ROLE: CONCEPT DESIGN, CONSTRUCTION DETAIL DESIGN DRAWING, MODELING TIME: 2016.01~ 2016.04 SITE: ATLANTA, GEORGIA, USA SITE AREA: 6000 SQF BUILDING AREA: 3900 SQF TUTOR: CHARLES RUDOLPH

FLOOR PLAN WITH CONSTRUCTION DETAIL 7

1. Rainscreen 2. Rainscreen supporting fram 3. Water proofing layer 4. External cladding 5. Heat insulation 6. Water proofing layer 7. Internal cladding 8. Bolt 9. Main column 10. Window beam

10 8 9 12

Dinning Room& Kitchen

Joint Between Public And Wet Core 1"=1'

11. Wet wall cladding 12. Internal finishing layer 13. Window fram 14. Glass window 15. External canopy supporting 16. Column 17. Roof cladding 18. Roof beam 19. Ceiling finishing layer 20. Foundation supporting beam 21. Footing steel joint

13 14

Joint Between Public And Wet Core 1"=1' 9

12 15 3 5 1

22. Concrete footing 23. Compression insulation 24. Floor main beam 25. Floor 26. Rain cap

Living Room

6 7

2 4

Joint Between Wet Core And Private 1"=1'

Wet core module Private module On site construction Public module

W& D

13 14

Bedroom

Bathroom

Main Entrance 15

Bedroom

2 9

Plan Section Detail 1"=4'

PRE-CONSTRUCTION SEQUENCE

Step1, build up main columns and main beams

Step2, build up partition wall columns and secondary beams.

Step3, build up wall insulation, water proofing, and clapboard.

Step4, build up roof insulation, water

Public module Wet core module Private module

Step5, build up parapet on roof.

ON SITE CONSTRUCTION SEQUENCE

Step1, choose a site

Step2, build footings and supporting beams

Step3, build the reflection pool on supporting beams.

Step4, put the wet core module on.

Step5, put the public core module on,and lock it with wet cour.

Step6, put the private core module on, and lock it with wet cour.

Step7, put the outdoor deck on .

Step8, put the waterproof layer on joints.

Step9, put the waterproof layer on joints.

Step10, put the rainscreen on external walls.

North-west Bond

2017 ULI HINES STUDENT COMPETITION (HONORABLE MENTION) TYPE: DESIGN COMPETION MY ROLE: RENDERINGS, MODELING, MASTER PLAN DEVELOPMENT TIME: 2017.01~ 2017.01 FUNCTION: INNOVATION SITE: CHICAGO, USA

SITE PLAN

RIVER BOUND BREWERY

BUILDING RENOVATION

The North West Bond arrives at an important moment in Chicage's growth as a 21st- century city. The former manufacturing corridor along the interior waterways of Chicago is emerging as an innovation belt where knowledge-based industries are seeking to find a home. The Bond is the catalytic link in this innovation belt. This project honors the legacy of the waterway and has the promise of generating both local and regional economic development.

RENOVATION STRATEGIES

BIRD EYE VIEW