Portfolio 2024
Clara Gentner
Hi!
My name is Clara Gentner. I am an architectural designer with 7 years of professional experience based in the Philadelphia area. I am passionate about architecture and it’s dynamic impact on our lives. Because of it’s strong influence, I believe in bringing as much knowledge, skill and engagement as possible to every project team I am on. My goal is to always have an impact on not just the work but the people around me.
When I am not at work, you can frequently find me hanging out with my husband and 2 dogs, Dakota the Husky and Red the mutt. Together, yes together, we are renovating our old Fishtown rowhome, enjoying our neighborhood and chasing squirrels. I also enjoy creating art, getting way too stuck in a book, strength training and trying new food.
Strengths
o Communications
o Project Organization
o Adaptable to programs and methods
o Quick to learn
o Personable and great in dynamic team settings
Passions
o Love art and creating most anything
o Plants and gardening
o AutoCAD
o Enscape
o Sketchup
o Adobe Suite
o Creating design concepts for renovating our Fishtown rowhome
o Getting people engaged and excited about what they are doing
o Trying new things, particularly food
o Traveling, especially to see architecture
Goals
o To finish my exams and become a licensed architect in 2024
o To continue my education in either business or sustainability
o Bring my skill set to a diversity of projects and expand how I contribute to communities
o Add positively to a firm’s culture with fresh ideas and a positive attitude
Experience
Architectural Designer II
JDavis Architects | June 2017 – April 2024
o Assisted and lead 20+ projects in the firm in a broad capacity from proposals through to construction administration services.
o Presented design concepts and projects to clients throughout the eastern seaboard
o Coordinated consultants through the full design process on a variety of project scales from clubhouses to 330+ unit buildings
o Advanced firm culture and growth by being a representative on an Employee Ownership Committee for a company of 80-100 employees
o Developed firm-wide BIM modeling and documentation standards as co-lead of a Production Standards Team
Internship Experiences | Summers 2013-2016
o 119 Degrees Architects- Experience in medical renovations for various healthcare facilities around the Philadelphia area
o BCK | IBI Group- Work that included capital improvement projects for military, correctional and school systems, historical building adaptations and higher education buildings in the state of New York
Education Philadelphia University (Presently Jefferson University) May 2017
o Bachelor of Architecture – 5 year accredited degree
o Minor in Historic Preservation
400 West Elm
Location: Conshohocken, PA
Project type: Multi-Family Residential, detached 2 level parking garage
Number of Units: 348
Construction: 13 levels of Girder Slab, IA Construction
Project Role(s): Project Architect, Designer
Status: Completion April 2024
Project Team: Architecture and Interior Design - JDavis
Structural: O’Donnell & Naccarato
MEP Engineering: Advanced Engineering Inc.
Landscape Architecture: Stuart + Associates
Storytelling
Creating a story is not just for the building. It’s for the community the building will serve. 400 West Elm embodied the idea of telling a story for the community it was going to live in. The concept and building statistics of the design could prove to be too overwhelming if the focus was on aesthetics alone. So a deep dive into the roots of Conshohocken, it’s long history merged with it’s contested experience with urban renewal and now a resurgence in commuter culture, wove a complicated architectural tapestry. The project was also contending with a large housing boom so 400 West Elm sought to be an icon above all else. Situated by the regional rail tracks and station as well as the Schuylkill river nearby, the site faced many constraints from a layout standpoint but was poised to be a new epicenter for residential activity in the area.
building garage
Trailhead Park River Trail Park
Trailhead West
Cross County Park 400 WEST ELM SITE PLAN Illustrative Site Plan 400 WEST
Trailhead East
CONSHOHOCKEN
WEST ELM ST.
MANAYUNK / ROXBOROUGH
SCHUYLKILL EXPRESSWAY
PHILADELPHIA
SEPTA REGIONAL RAIL
SCHUYLKILL RIVER TRAIL
In order to successfully weave the project into the fabric of the neighborhood, it felt appropriate to have the design show the building spanning across time. Time being, the many phases of architectural periods that had come through the area. The facade is instrumental in showcasing this progression. On one wing of the building, 400 West Elm conveys the elements from Conshohocken’s industrial era, being a large producer of steel and iron. The facade is imbued with traditional factory architecture, displaying traditional red brick, black metal accents and darker materials. The other wing is a nod to the modern evolution of Conshohocken. A lighter facade is a nod to the tall, bright buildings nearby and the contemporary patterns of the panel on the facade bring a more modern aesthetic to the wing that faces towards the downtown area. Both wings are zipped together by a consistent band of gray panel, a thread, that brings the two together, displaying the full progression of Conshohocken’s design history.
Project Challenges: Facade
Project budget limited amount of brick to be used and limited our material options from metal panel to a fiber cement product
Design questions: How to maintain the aesthetic of the industrial wing, while significantly reducing the amount of masonry? How to keep the polished, clean design of the modern wing of the building?
Analyzing Nichiha panel as a solution that both served our design needs but also met the technical requirements for wind load and fire resistance through the NFPA 285 assembly required for IA construction.
Exploring how to thoughtfully develop intentional breaks with cornices, coordinate material colors and establish panel patterning to create clean consistency and add relief to an otherwise flat facade
Utilizing Nichiha’s VintageBrick as a material to reduce the amount of brick on the facades.
HR LEVEL 2 HR LEVEL 3 CAST STONE CORNICE BRICK HERRINGBONE PATTERN BRICK WINDOW UNIT POWDER COATED STL. FIN D TO ANY THIRD PARTY WI FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN 510 South Wilmington Street Raleigh, NC 27601 tel 919.835.1500 INTERIOR DESIGN 860 First Ave. Suite 9B King of Prussia, PA 19406 LANDSCAPE ARCHITECT 400 WEST ELM ST. CONSHOHOCKEN, PA. EQUUS CAPITAL PARTNERS ENLARGED PLAN -MTL. SURROUND @ BRICK ALUMINUM CORNICE COLOR BLACK ILLUMINATIONS GRAPHITE RIBBED GRAPHITE ILLUMINATIONS GRAPHITE 10-HR LEVEL 10 183' - 4" WINDOW PER SCHEDULE NICHIHA TRIM FACE MOUNTED WITH SEPERATION WASHER BETWEEN PANEL AND TRIM PIECE. TRIM TO BE FINISHED ON ALL SIDES COLOR:GRAPHITE PREFINISHED METAL CORNICE V PREFINISHED MTL. COPING METAL FASCIA TRIM NICHIHA PANEL RIBBED GRAPHITE VERTICAL NICHIHA PANEL COLOR:RAVEN WINDOW UNIT NICHIHA PANEL RIBBED:GRAPHITE VERTICAL METAL CORNICE 3D SKIN_NICHIHA UPPER H H 03-HR LEVEL 111' - 0" INFILL NICHIHA PANEL COLOR: GRAPHITE HORIZONTAL NICHIHA PANEL COLOR WARM WHITE VERTICAL NICHIHA PANEL COLOR: COTTON VERTICAL NICHIHA RIBBED COLOR COTTON WINDOW UNIT: BLACK FRAME 4 3D SKIN_NICHIHA WHITE
Added Challenge
Finding a brick to match the Nichiha VintageBrick.
I worked with GlenGery to find brick options that matched both the texture and tones of the fiber cement product. Throughly evaluating the variation between both materials and then further coordinating mortar colors and how to reduce how noticeable the transition between the true masonry and the panel is. Using repetitive design concepts and mitigating the change in material at the 3rd level with a thicker, neutral colored cornice, draws the eye away from the subtle differences.
Nichiha VintageBrick Alexandria Buff
Glen Gery Bradford
Life safety plan for courtyard demonstrating a required exit into the building
Exhibit for the borough to demonstrate the effective use of a window mullion as a guardrail in order to allow a larger opening of the operable portion for fresh air intake
Code & Construction HB ECOFF E T OTTO LARM ESS LARM ESS OTTO HB HB F F F S S SOS SO SOS TV V V SO SOS F SD SD SO CR C CR J J J J J J J J J 2F B FB 2 FB H 1H 122 -0 DIAGONAL EXITSEPARATION 1/2DAGONAL 61 -1 ? 780 LAUTCA TIXE NOITARAPES ? 8D GO A E S P R T ON 1 2 D AGO A10 - 0 ACTUAL EX T E ARA ON ? EXIT CLUB CAFE EXIT DISCHARGE POOL 1,710 SF @ 1:50 GROSS SF 35 OCCUPANTS POOL DECK 2,002 SF @ 1:15 GROSS SF 134 OCCUPANTS 85 OCCUPANTS REQ. EGRESS WIDTH (OCC. x .2 PER IBC 1005.3.2): 17" PROVIDED EGRESS WIDTH: 34" EXIT COURTYARD 697 SF COURTYARD 570 SF COURTYARD 185 SF COURTYARD 1,535 SF COURTYARD 315 SF COURTYARD TOTAL OCCUPANTS 3,302 SF @ 1:15 NET SF = 221 OCCUPANTS 184 OCCUPANTS REQ. EGRESS WIDTH (OCC. x .3 PER IBC 1005.3.2): 55.2" PROVIDED EGRESS WIDTH: 65" GARAGE SEE LIFESAFETY PLANS ON CS.15 AMENITY/ BUILDING SEE LIFE SAFETY PLANS ON CS.09 & CS.10 184 OCCUPANTS REQ. EGRESS WIDTH (OCC. .2 PER IBC 1005.3.2): 36.8" PROVIDED EGRESS WIDTH: 34" REQUIRE SECOND MEANS OF EGRESS 85 OCCUPANTS REQ. EGRESS WIDTH (OCC. .3 PER IBC 1005.3.2): 25.5" PROVIDED EGRESS WIDTH: ____ 61 OCCUPANTS FROM GARAGE REQ. EGRESS WIDTH (OCC. .2 PER IBC 1005.3.2): 12.2" PROVIDED EGRESS WIDTH: 34" 85 OCCUPANTS REQ. EGRESS WIDTH (OCC. .3 PER IBC 1005.3.2): 25.5" PROVIDED EGRESS WIDTH: 65" DRAWN BY: NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D CONSENT OF JDAVIS ARCHITECTS, PLLC. CHECKED BY: CONTENT: REVISIONS: ISSUE: PROJECT: DATE 510 South Wilmington Street Raleigh, NC 27601 tel 919.835.1500 1218 Chestnut Street, 7th Floor Philadelphia, PA 19107 tel: 215.545.0121 ARCHITECT INTERIOR DESIGN 701 Market Street, Suite 6000 Philadelphia, PA 19106 tel: 215.925.3788 STRUCTURAL ENGINEER 5561 Pennell Road Media, PA 19063 610.361.0700 MEP ENGINEER 860 First Ave. Suite 9B King of Prussia, PA 19406 tel: 610.3372100 LANDSCAPE ARCHITECT SCHEMATIC DESIGN 11.13.2020 DESIGN DEVELOPMENT 04.30.2021 PRICING UPDATE 08.27.2021 FDN PERMIT SET 09.13.2021 BUILDING PERMIT SET 10.28.2021 IFC SET 12.17.2021 12/17/2021 4:17:13 PM C:\Users\claral\Documents\Autodesk\My Projects\400 West Elm_CD04_Central_claral9EY85.rvt 20074 400 WEST ELM ST. CONSHOHOCKEN, PA. EQUUS CAPITAL PARTNERS 00-01 - COURTYARD LIFE SAFETY PLAN CS.11 Author Checker 1/8" = 1'-0" 1 00-COURTYARD _LIFE SAFETY PLAN COURTYARD DESIGN IN PROGRESS SECOND MEANS OF EGRESS IN PROGRESS 07-HR LEVEL 7 152' - 4" A1 WINDOW UNIT SWING RANGE OPERABLE PORTION 4'1 3/8" 3" 7'4 3/8" 1' 0" 8 5/8" FIXED WINDOW 3'0" FROM FFE TO OPERABLE WINDOW 3'11 5/8" 400 WEST ELM ST. | CONSHOHOCKEN, PA. OPERABLE WINDOW SKETCH
Girder Slab
Construction of 400 West Elm helped me see the application of a construction type I had never used before. Coordination of plank edges, seeing IA construction applied throughout a building, and solving problems unique to girder slab construction presented a whole new set of challenges not found in wood construction.
Completion April 2024
The Charles
Location: Raleigh, NC
Project type: Multi-Family Residential, wrapped 7 level garage
Number of Units: 330
Construction: wood IIIA construction over IA podium
Project Role(s): Project Architect, Designer, Project Manager
Status: Permit/Pricing
Project Team:
Architecture, Interior Design, Landscape Architecture - JDavis
Structural: Fluhrer Reed
MEP Engineering: Lighthouse Engineering
CRABTREE NORTH
SCHEDULE DRAFT
02.23.202023
& LA Touch Base
Arch., ID & LA Touch Base
ID & LA Touch Base
Structural Follow-up
- MEP Kick-off: Coordination of Model and Scope
- Creation of Critical Decision Path
- ASR Close-out, coordination with Civil
- Set Storyboard kick-off
- Preliminary Structural Review
- Revisit material selections for elevations
- Refine window design, evaluate sizes and fenestration
- Fire wall & Door locations
- Engage low voltage consultant
- Structural model coordination - 1st pass at structural grid
- Unit Development and documentation (include RCPs)
- Compilation of CS series (code summaries, UL types and partition schedules
- Overall plan documentation
- Finalize circulation (stair configuration, elevators, etc.), document
Structural, ID & Arch Coordination
Structural & MEP Coordination
Amenity Kick-off
- Identify typical wall sections and document
- Engage the following consultants: Accessibility Code Spec Writer
- Development of typical details
Final Model/ Drawing Share before deadline
- Clash review/ conflict review of structural and MEP systems
- Development of preliminary door, window, storefront schedules
-Engage hardware consultant upon completion of schedules
-JDavis internal QAQC
- Pick up check-set comments
- Review annotations, tagging and graphics
-Coordination identification to prioritize into CD’s
- Engage the following Consultants:
DESIGN DEVELOPMENT - CONSTRUCTION DOCUMENT SCHEDULE 03 | 2/20 04 | 2/27 05 | 3/06 06 | 3/13 07 | 3/20 08 | 3/27 09 | 4/03 10 | 4/10 11 | 4/17 12 | 4/24 13 Client Meetings Internal Meetings Consultant Meetings ID
Meeting
Progress
ASR
ISSUE DESIGN DEVELOPMENT SET
Arch.
Schedule Draft Review Arch.
Touch Base MEP
Typical Plans DESIGN MEETING 4 DESIGN MEETING 5 DESIGN MEETING 6 DESIGN MEETING 7 DESIGN MEETING 8 DESIGN MEETING 9 DESIGN MEETING 10 QAQC Check of DD set for CDs DD Internal
Set Outstanding
DD RECAP
Round 3 Submission DESIGN DEVELOPMENT START: 2/01
4/17
& ID
Follow-up on
Check
Coordination Review
DD Graphics
Set
Check
MEP
TODAY
Full
team (if needed)
NGSB Acoustic
Arch.,
Every project broadens both experience and perspective. The Charles brought on the task of how I would define leadership for myself and gave many lessons to learn. Having already built a history of how I could contribute meaningfully to a team, I was now presented with the opportunity to show I could lead a team. The Charles is an intricate building project with many dynamic conditions requiring unique solutions. This combined with a tight schedule and a client we were eager to please, we needed to remain organized and efficient. Returning to a wood construction building after years of developing my knowledge in girder slab was a reminder to always keep my skills fine-tuned and ready to tackle any project type.
CRABTREE NORTH 13 | 5/01 14 | 5/08 Client/ Architect Check-in Internal Check Set Design Meeting (agenda to be determined at Check-ins) Consultant Coordination Milestones Internal Meetings (participants as needed) Leadership
The Charles mixed routine multi-family architecture with a complicated site which elicited interesting moments across the project. Grappling with land that spanned a 62 foot grade change and hosted a large storm water pond, the challenge was immediately about finding a plan that gracefully handled the transition while creating an optimal layout for as little foundation complication as possible. This introduced a series of steps across the site and multiple shifts to areas like the garage to align as much as possible to the grade. Additionally, the site being zoned for up to 12 stories allowed the building to utilize up to 8 total levels while still using traditional IIIA over IA construction. A great deal of coordination with the structural team carefully placed podiums to create soaring double height amenity areas as well as push the architecture up the grade. These podiums introduced a large amount of technical research for how to section off the building into proper fire areas, implement expansion joints at key intersections and even effectively reduce the amount of podium by implementing a basement condition.
01_LEVEL_01 276' - 0" UNIT UNIT UNIT PASSIVE COURTYARD 10' 8" 10'8" 10'8" PARKING DECK TYPE IIIA CONSTRUCTION, 5 LEVELS TYPE IIIA CONSTRUCTION, 5 LEVELS GARAGE - 01 283' - 8" GARAGE - 07 348' - 8" UNIT UNIT UNIT UNIT UNIT UNIT UNIT MARRIOTT ENTRANCE UNIT UNIT UNIT UNIT 02A_LEVEL_02A 289' - 6" 03A_LEVEL_03A 300' - 2" 04A_LEVEL_04A 310' - 10" 05A_LEVEL_05A 321' - 6" 06A_ROOF (BEARING) 330' - 7 1/4" A8.04 1 RETAIL PARKING OFF OF CHARLES DR. UNITS 9'6 3/4" 10/13/2023 10:39:41 AM \\jda-fs01\UserFldr$\claral\Documents\Autodesk\My P rojects\Crabtree North_Central 2021_claral9EY85.rvt
03BC_LEVEL_03BC 300' - 8" 04BC_LEVEL_04BC 311' - 4" 05BC_LEVEL_05BC 322' - 0" 06BC_LEVEL_06BC 332' - 8" 10'8" 10' 8" 10' 8" 10' 8" 10'8" 07BC_LEVEL_07BC 343' - 4" 08_LEVEL_08 354' - 0" 09_LEVEL_09 364' - 8" UNIT UNIT UNIT SERVICE ACTIVE COURTYARD 295' - 8" PARKING DECK APPROX. EXISTING GRADE 03_LEVEL_03N 295' - 8" 5'8" TYPE IIIA CONSTRUCTION, 5 LEVELS TYPE IA CONSTRUCTION, 1 LEVEL PODIUM LEVEL TYPE IIIA CONSTRUCTION, 5 LEVELS OVER BASEMENT 15'8" 10'8" GARAGE - 02 300' - 8" GARAGE - 03 311' - 4" GARAGE - 04 322' - 0" GARAGE - 05 332' - 8" GARAGE - 06 343' - 4" UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT BASEMENT LEVEL 06BC_LEVEL_06BC 332' - 8" UNITS UNITS TYPE IIIA CONSTRUCTION, DRAWN BY: © 2023 JDAVIS ARCHITECTS EXPRESSLY RESERVES ITS COM MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED CHECKED BY: CONTENT: REVISIONS: ISSUE: PROJECT: 1/16" = 1'-0" 1 BUILDING SECTION OVERALL (NS) 1--
Double height spaces that have to step with grade at the main entrance of the building
THROUGH RETAIL
SECTION THRU ENTRY & AMENITY
The complexities of this project required lots of communication and collaboration to bring the building together. In-house, the architecture, interior design and landscape architecture teams worked together to create spaces that were large and open despite the grade change burying some of the building. Illustrated above, the sections show where double height spaces were utilized to maximize interior amenity areas and also handle the steep grade change from the building’s entrance, down to the amenity courtyard. Construction types were separated out in as efficient locations as possible to both comply with code but also reduce material costs. Taking
03BC_LEVEL_03BC 300' - 8" 04BC_LEVEL_04BC 311' - 4" 05BC_LEVEL_05BC 322' - 0" 06BC_LEVEL_06BC 332' - 8" 07BC_LEVEL_07BC 343' - 4" 08_LEVEL_08 354' - 0" 09_LEVEL_09 364' - 8" REAR ACCESS ROAD UNITS UNITS STAIR 7 APPROX. EXISTING GRADE UNITS STAIR 6 TYPE IIIA CONSTRUCTION, 6 LEVELS 02A_LEVEL_02A 289' - 6" 03BC_LEVEL_03BC 300' - 8" 04BC_LEVEL_04BC 311' - 4" 05BC_LEVEL_05BC 322' - 0" 06BC_LEVEL_06BC 332' - 8" 07BC_LEVEL_07BC 343' - 4" 08_LEVEL_08 354' - 0" 09_LEVEL_09 364' - 8" RETAIL UNIT ACTIVE COURTYARD TYPE IIIA CONSTRUCTION, 3 LEVELS TYPE IA CONSTRUCTION, 1 LEVEL TYPE IIIA CONSTRUCTION, 3 LEVELS TYPE IA CONSTRUCTION, 1 LEVEL UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 04BC_LEVEL_04BC 311' - 4" 05BC_LEVEL_05BC 322' - 0" 06BC_LEVEL_06BC 332' - 8" 07BC_LEVEL_07BC 343' - 4" 08_LEVEL_08 354' - 0" 09_LEVEL_09 364' - 8" 03_LEVEL_03N 295' - 8" UNIT ACTIVE COURTYARD TYPE IIIA CONSTRUCTION, 3 LEVELS TYPE IA CONSTRUCTION, 1 LEVEL TYPE IIIA CONSTRUCTION, 3 LEVELS TYPE IA CONSTRUCTION, 1 LEVEL UNIT UNIT UNIT UNIT UNIT UNIT AMENITY MAIN ENTRY AMENITY 07_PARAPET (LOW) 335' - 2" 06A_ROOF (BEARING) 330' - 7 1/4" 1'8" 18'0" 14'8" WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN D CONSENT OF JDAVIS ARCHITECTS, PC. THE CHARLES 2251 CHARLES, LLC 1/16" = 1'-0" 4
1/16" = 1'-0" 3
the Lead
LEVEL 6
LEVEL 5
LEVEL 4
Communicating Technical Design
A lot of design isn’t the beautiful renderings and sketches but bending the software you use to communicate complex situations and explain them better to team members and clients. This is a simple diagram pulled directly from Revit where the view is filtered to show slab on grade vs. wood truss floor vs. podium levels to help explain where reductions to podiums could be made to reduce cost.
LEVEL 6
LEVEL 5
LEVEL 4
312 - 4 312 - 4 310 - 4" 310 - 4 332' 8" 322' 0" 295 - 8 300 - 8" 300 - 8 310 - 4" 332' 8" 294 - 0 295 - 8" 292 - 6" 310 - 4
= EXPANSION JOINT
Communicating Design Intent
Cohesive branding was a high priority for the client. So architecture and interior design sought to collaborate in a way that made the interior and exterior of the building communicate with each other to achieve an elevated sense of style. This meant working together to mirror the clean lines and modern design that showed on the facade and while maintaining a richness of materials that interiors was pulling throughout the spaces. Communication was key to achieving fully coordinated design intent and then translating that to consultants to make sure that vision could be achieved.
modular light grey/white modular black norman light grey/white modular black
Location: Cary, NC
Project type: Multi-Family Residential, wrapped 7 level garage
Number of Units: 358 including townhouse units
Construction: wood IIIA construction over IA podium
Project Role(s): Project Architect, Designer
Status: Investor Package/ SD
Project Team: Architecture, Interior Design - JDavis
Architectural Designer
Designer
Alston Yards
With every project, collaboration is leaned on heavily for the success of the design. Alston Yards is no exception but came with some challenges that a lot of other projects face. Frequently, excitement at the opportunity of a new design also leads to difficulty sifting through multiple design opinions. Combined with a eager client who wants to be as involved as possible, the balancing act begins to try and harness the power of everyone’s creativity and work towards one cohesive concept. Alston Yards went through many waves of refinement as the project team distilled a lot of input into a concise design that complied with intensive appearance guidelines.
Collaboration
B8 STOR/MECH/ELEC UNIT TH4-1 3 27'0" UNIT TH1-1 UNIT TH1-1 UNIT TH1-1 UNIT TH3-1 UNIT A4.1 \\jda-fs01\UserFldr$\claral\Documents\Autodesk\My P rojects\22036_HWY 55_SD_claral9EY85.rvt COORDINATION BETWEEN THE DRAWINGS. DISCREPANCIES SH BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE ALL ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTI COMMUNICATIONS PIPING. CONDUIT, TRAYS AND DUCTWORK LIMITED IN MANY LOCATIONS. THE CONTRACTOR SHALL COO OF THE TRADES WORK AND MAKE ADJUSTMENTS, WITH THE A APPROVAL, TO THE ROUTING OF THESE ITEMS AS REQUIRED RESULTING FROM THE FAILURE TO COORDINATE WILL BE PE THE CONTRACTOR AT NO ADDITIONAL COST. ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE AND SEALED PER UL APPROVED METHODS. ALL DIMENSIONS ALL DOORS SHALL TO THE EDGE CONTRACTOR REINFORCING NOT LIMITED AND MILLWORK SMOKE CURTAINS CONCEALED SPACES FOR LOCATIONS 4 A8.01 2/5/2024 5:06:41 PM \\jda-fs01\UserFldr$\claral\Documents\Autodesk\My P rojects\22036_HWY 55_SD_claral9EY85.rvt
UP A3.01 A3.01 2 1 A8.02 AMENITY RETAIL GARAGE ENTRANCE & LOADING COURTYARD STAIR 3 AREAWAY AREAWAY UNIT TH1-1 UNIT TH1-1 UNIT TH2TRASH STOR/MECH/ELEC 30'6" CS0.00 UNIT A1 17' 3" UNIT B1 ELEV. VEST. 1 629' 3 3/8" 219' 6" UNIT A1 S2 UNIT A4.1 UNIT A4 MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN 3. SEE CIVIL DRAWINGS FOR FOUNDATION DRAIN TERMINAT LOCATIONS OR CONNECTION LOCATIONS TO STORMWATER SYS 4. SEE SHEETS A4.01 -A4.28 FOR ENLARGED UNIT PLANS 5. SEE LANDSCAPE DRAWINGS FOR PLANTING AND HARDSCAP 8. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER DIMENSIONS ARE FROM FACE OF STUD WALL UNLESS OT SHALL BE MOUNTED MIN. 4" FROM THE INTERIO OF THE DOOR FRAME UNLESS OTHERWISE NOTE IS RESPONSIBLE FOR INSTALLING ALL BLOCKI AS REQUIRED FOR THE INSTALLATION OF, IN TO; TOILET PARTITIONS, TOILET ACCESSORI MILLWORK INDICATED ON THE DRAWINGS. CURTAINS TO BE ADDED IN FLOOR/CEILING AND CEI SPACES IN ALL BUILDINGS. REFER TO SPRINK LOCATIONS AND DETAILS. PREVENTION PROGRAM & ENSURE THAT IT IS CARRIED OUT COMPLETION OF THE PROJECT (SEE 2018 NC FIRE CODE CH SEE THE FIRE CODE FOR REQUIRED MEASURES ON THE FOLL A. SECTION 3304.1 -SMOKING ON SITE B. SECTION 3304.6 -CUTTING & WELDING C. SECTION 3309.1 -EMERGENCY PHONE D. SECTION 3310.1 -REQUIRED ACCESS FOR FIRE FIGHTIN E. SECTION 3311.1 -STAIRWAYS REQUIRED F. SECTION 3312.1 -APPROVED WATER SUPPLY H. SECTION 3315.1 -PORTABLE FIRE EXTINGUISHERS 10. PROVIDE SEALED CONCRETE/GYPSUM TOPPING AT THE M ELECTRICAL STORAGE CLOSETS IN THE CORRIDORS. 11.ALL CARD READERS AND LOW-VOLTAGE WORK NOT INCLUD OF WORK AND SHALL BE PROVIDED BY OWNER. CARD READE LOCATIONS INDICATED IN PLANS SHALL BE REVIEWED BY A 00-BASEMENT 287' - 3 3/4" 02-SECOND FLOOR 309' - 0" 03-THIRD FLOOR 320' - 0" 04-FOURTH FLOOR 330' - 8 1/4" 05-FIFTH FLOOR 341' - 4 1/2" 06-SIXTH FLOOR 352' - 0 3/4" ROOF BEARING 362' - 3" 01-FIRST FLOOR 298' - 0" 00-BASEMENT 287' - 3 3/4" 02-SECOND FLOOR 309' - 0" 03-THIRD FLOOR 320' - 0" 04-FOURTH FLOOR 330' - 8 1/4" 05-FIFTH FLOOR 341' - 4 1/2" 06-SIXTH FLOOR 352' - 0 3/4" 10' 2 1/4" 10' 8 1/4" 10' 8 1/4" 10'8 1/4" 11'0" 11' 0" 10' 8 1/4" ROOF BEARING 362' - 3" 01-FIRST FLOOR 298' - 0" 4 A8.01 ISSUE: PROJECT: CONTENT: © 2023 JDAVIS ARCHITECTS EXPRESSLY RESERVES ITS COM MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN D 1" = 20'-0" 1 EAST ELEVATION -OVERALL 1" = 20'-0" 2 WEST ELEVATION -OVERALL REVISIONDESCRIPTION
During a particular time in the schematic design phase, separate teams had to work through the interior layout of units and the facade. What remained critical was consistent coordination between everyone involved and constant sharing of the design to ensure that everything aligned. One area the team began highlighting around the building was making corner units and their balconies a more grand gesture. Close back and forth allowed the plans and facade to develop at the same time and allowed each area to inform the other.
UNIT B6 -FLOOR PLAN
x BEDROOM 11' - 3" 11' - 2" x BEDROOM 13' - 3" 14' - 2" x LIVING ROOM 13' - 2" 15' - 2" DEN 10' - 6" 7' - 11" x KITCHEN 11' - 2" 13' - 2" x BATHROOM 5' - 7" 10' - 2" BATHROOM 8' - 6" 9' - 5" x BEDROOM 11' - 7" 12' - 2" LIVING ROOM 10' - 10" 9' - 11" x BEDROOM 11' - 11" 14' - 4" x DEN 8' - 1" 8' - 0" KITCHEN 13' - 11" 10' - 8" DINING 8' - 3" 8' - 6" BATHROOM 9' - 4" 6' - 6" x BATHROOM 9' - 5" 5' - 6" 25' 0" 25' 1" 22' 1" 16' 0" 4' 0" 33' 2 3/4" 8' 0" 32' 0" 6' 5/8" 8' 3/8" 25' 2" 18' 2 1/2" 15' 8" 3' 4 1/4" 1/4" = 1'-0"
Articulation
Many times in every day architecture, there is a strong desire to mask and hide elements of structure. These are often portrayed as unsightly and undesired in multi-family buildings especially. However, for Alston Yards, there was this potential to capture some additional industrial language in the facade by paring back some of the usual techniques to disguise necessary structure at balconies. Instead, I saw that bringing these elements forward offered a stronger design concept and made the balconies more sculptural and a design staple of the building. Honing the design at the corner in the image to the left, gave me a rule of thumb to follow for integrating the design around the building.
x BEDROOM 12' - 6" 12' - 10" x LIVING 12' - 1" 13' - 10" x KITCHEN 12' - 11" 13' - 5" BATHROOM 8' - 7" 9' - 1" 34' 1 1/4" 37' 9" 26'0" 12'10 7/8" 13' 1 1/8" 28' - 4 1/4" 2/5/2024 5:08:12 PM \\jda-fs01\UserFldr$\claral\Documents\Autodesk\My P rojects\22036_HWY 55_SD_claral9EY85.rvt 1/4" = 1'-0" 3 UNIT A7 -FLOOR PLAN
Meridian Lakeview
Location: Raleigh, NC
Project type: Multi-Family Residential, low density, 5 buildings with surface parking and clubhouse
Number of Units: 330
Construction: wood VA
Project Role(s): Designer, BIM manager
Project Team: Architecture - JDavis
Multiple building projects to have an orthogonal model for construction that can be linked to a site model.
Buildings 3 & 4 mirror so setting up one building completely and then copying is the most efficient approach.
Frequently communicate tasks and utilize workshare monitoring on projects with high team participation.
Plan first and relay expectations so conflicts are reduced and passive model fighting is avoided.
Utilize as few exterior walls as possible to minimize amount of shifting needed when changes occur
(LOCAL ST.)
Group units to make updates easier across project Set reference lines for consist placement of exterior walls and maintain setbacks
BLDG 3
71 UNITS
Pin core items like elevator shafts and stairways to avoid accidental movement
UP
EVEV
( N ) ( N ) ( N ) ( N ) ( N ) ( N ) (N) (N) (N) )N( ( N ) EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C EV C (N) A.04 1 A.04 2 A3.3.01 1 A3.3.02 1 A3.3.02 2 A3.3.01 2 UNIT A1 UNIT B1 UNIT S1 UNIT A1 UNIT A1 ELEV. STAIR 2 STAIR 1 UNIT B2 UNIT B2 UNIT B2 34' 5 1/2" 7' 0" 30'6 1/16" UNIT A1 UNIT B1.2 A3-3-02 1 1 A3-3-04 1 UNIT C2 UNIT A1 UNIT A1 UNIT C2.2 UNIT A2 UNIT A2 \\jda-fs01\UserFldr$\claral\Documents\Autodesk\My P rojects\21120_Lakeview_Central_v23_claral9EY85.rvt
A successful design only goes so far and the rest is left to the quality of the drawings used to execute it. My experience comes from production being just as collaborative as the design process. The drawings can easily betray us if they show any inconsistency or confusion. In my role in the production standards team, I wanted to encompass not only the digital attributes of standards but also the workflow aspect. Understanding the thought process when it comes to digital modeling and coordination is critical in creating the cohesion that we look for in the final product. I want to understand the needs and frustrations of each team member and consultant so that we can identify conflicts and find solutions faster. Working with interior designers to get the stair design they desire but model it so that the structural team can make that vision happen is one example. It sounds simple but so frequently, people start to isolate during production and in fact, that couldn’t be further from what a lot of projects need.
Building Standards
71 UNITS EVEV BLDG 4 ( N ) ( N ) ( N ) ( N ) ( N ) ( N ) (N) (N) (N) (N) (N) (N) )N( ( N ) EV C EV C EV C EV C EV C EV EV EV EV EV EV EV EV EV C EV EV C EV C EV C EV C UP A.05 1 A.05 2 A3.4.01 1 A3.4.02 1 A3.4.01 2 A3.4.02 2 UNIT B1 UNIT A1 UNIT A1 UNIT A1 UNIT S1 STAIR 1 ELEV. STAIR 2 A3-4-02 1 A3-4-03 1 34' 1/2" 2' 3" 2' 3" 2' 3" 6' 4" 6' 4" UNIT C2.2 UNIT A1 UNIT A1 UNIT C2 UNIT B2 UNIT B2 UNIT B1.2 UNIT A1 UNIT B2 UNIT A2 UNIT A2 ISSUE: PROJECT: COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN D CONSENT OF JDAVIS ARCHITECTS, PC. 21120.00 MERIDIAN LAKEVIEW NORTHVIEW PARTNERS NOTFOR CONSTRUCTION REVISIONDESCIPTIONDATE
Allentown City Center
Location: Allentown, PA
Project type: 2 multi-family residential buildings, 2 office towers
Construction: IIIA construction over IA
Project Role(s): Designer, BIM manager
Project Team: Architecture - JDavis
Square Lofts West | Contributed to facade development and working in Sketchup to show design concepts
I was able to assist on designs for 3 of the 4 buildings that sought to add vibrancy to the city center of Allentown, PA. I served the role as architectural designer for the projects and was brought in to help build out both design concept presentations and documentation during critical deadlines. These buildings were very important to the design team as their purpose primarily was to help with Allentown’s place-making and downtown culture. They would be prominently featured and have lasting impact. Therefore, it was important for me to figure out how I could best serve the projects and work with the team.
Supplying critical modeling skills and software use as well as being able to contribute design opinions was important for me to provide and helped me understand how to both bring value to a team but also showed me, through how the projects were managed, how to bolster the strengths of other team members and help their value shine through as well. Working together made the designs all the more resilient and delivered high caliber buildings to the client.
Center
Center Square Lofts East | Contributed to documentation of facade and multiple areas of code documentation
Bringing the Value
414.63 403.97 393.31 382.66 370.00 344.00 356.00 352.00 BUILDING 3 A.G.P. 423.75 L05 L04 L03 L02 L01 P02 P01 344.00 F.V.A. BUILDING 1 & 360.26 BUILDING 2 A.G.P. 435.66 445.12 352.00 F.V.A. BUILDING 2 ABOVE BUILDING 2 LOWEST FIRE VEHICLE ACCESS 83' 7 7/8" MEZZ. FINISH FLOOR 07-LEVEL 07 - MEZZANINE 437.41 74' 9" AVG. ROOF LINE ABOVE BUILDING 3 AVG. GRADE PLANE ABOVE BUILDING 3 LOWEST FIRE VEHICLE ACCESS 70' 7 1/2" LEVEL 05 FINISH FLOOR AVG. ROOF LINE ABOVE BUILDING 2 AVG. GRADE PLANE 84' 10 1/4" 414.63 403.97 393.31 382.66 370.00 344.00 356.00 423.75 434.41 P01 P02 L01 L02 L03 L04 L05 L06 414.63 403.97 393.31 382.66 370.00 344.00 356.00 423.75 350.94 BUILDING 3 A.G.P. 344.00 F.V.A. BUILDING 1 & ABOVE BUILDING 3 LOWEST FIRE VEHICLE ACCESS 70' 7 1/2" LEVEL 05 FINISH FLOOR 352.00 F.V.A. BUILDING 2 LOWEST FIRE VEHICLE ACCESS 73' 3 3/8" LEVEL 06 ABOVE BUILDING 2 07-LEVEL 07 - MEZZANINE 437.41 AVG. ROOF LINE ABOVE BUILDING 3 AVG. GRADE PLANE 75'9 3/4" 426.75 MEZZANINE BEYOND 414.63 403.97 393.31 382.66 370.00 344.00 356.00 425.28 435.41 445.12 MEZZ. L06 L05 L04 L03 L02 L01 P02 P01 84' 10 1/4" AVG. ROOF LINE ABOVE FIRE AREA 2 AVG. GRADE PLANE 356.20 BUILDING 1 A.G.P. BUILDING AVG. GRADE PLANE 26' 5 1/2" AVG. ROOF LINE ABOVE 352.00 F.V.A. BUILDING (7TH ST) 07-LEVEL 07 - MEZZANINE 437.41 360.26 BUILDING 2 AGP 370.00 344.00 F.V.A. BUILDING 1 & ABOVE FIRE AREA 1 LOWEST F.V.A. 25' 11 7/8" FIN. FLR ABOVE BUILDING 2 LOWEST FIRE VEHICLE ACCESS 83' 4 7/8" MEZZ. FINISH FLOOR 446.37 443.83 445.12 BUILDING 1 FIREA AREA -1 CONSTRUCTION BUILDING 2 FIRE AREA -3 CONSTRUCTION BUILDING 3 FIRE AREA -3 CONSTRUCTION DRAWN BY: © 2015 JDAVIS ARCHITECTS EXPRESSLY RESERVES ITS COM MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN D CONSENT OF JDAVIS ARCHITECTS, PLLC. CHECKED BY: CONTENT: REVISIONS: ISSUE: PROJECT: DATE 510 South Wilmington Street Raleigh, NC 27601 el 919.835.1500 1218 Chestnut St., 7th Floor Philadelphia, PA 19 107 tel 215.545.0121 SCHEMATIC SET 10/01/18 DESIGN DEVELOPMENT 11/19/18 UNDERGROUND PERMIT 12/19/18 ABV GRD PERMIT (50% IFC) 02/15/19 18041 SVN Square East 36 S. 7th Street, ALLENTOWN, PA 18101 5 CITY CENTER BUILDING SECTIONS - CODE SUMMARY CS.05 Author Checker 1/16" 1'-0" 1 BUILDING SECTION 1 1/16" 1'-0" 2 BUILDING SECTION 2 1/16" 1'-0" 3 BUILDING SECTION 3 1/4" = 1'-0" FIRE AREA KEY L NEN LINEN L NEN PAN REF DW-170-7 TDH R R H R H H2 R H2 R 2 R 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR P 1FP 1 F 1FP 1FP 1FP 1H R R H R170-7 TD 875CPT(125'MAX)-RH2 H 2 R RH2 RH R H 2HR 2HR 2HR 1FP F P F1 1FP 1FP MASTER BEDROOM MASTER BATH W.I.C. BEDROOM LIVING ROOM BATH KITCHEN U01 U03 U03 U02 U04 U02 U04 U06 U06 U08 U12 U05 11' 8 3/4" 7' 8 1/2" +/14' 6 3/4" 22' 1 1/2" 14' 11 1/2" 3' 5" A5.01 Sim 34' 0" + - 16 - 2 1 2 11 - 8 3 4 6 - 2 1 4 2 7 1 0 12 8 1 4 + /1 51 3 /4 40' 6" A5.01 11 Sim P4.1 P3.1 P05 P05 P03 P3.1 P03 P03 P4.1 P03 P03 U08 P3.1 P3.1 P03 P3.1 P03 P02 P05 P05 P03 P03 P03 P03 P03 P03 P03 P03 P03 P03 P03 P03 P03 2' 8"5' 3/4" 3/4"1' 3 1/2" 7' 7 1/4" 4' 1/2" 3/4"2' 4 1/2" 1 - 1 9 - 7 31 1 62 3 / 4 W/D LOFT OPEN TO BELOW U08 U16 6' 8 1/4" 6' 3/16" ENCLOSED SPACE 10' 0" 18' 0" DECK 2/16/2019 12:31:34 AM \\jda-fs01\UserFldr$\kamans\Documents\Autodesk\My P rojects\7th and Walnut residential-Central__kamans. rvt 1/4" 1'-0" 3 UNIT B4 L -LOWER -ANSI TYPE 'B' OPTION 'A' UNIT 1/4" 1'-0" 4 UNIT B4 L -UPPER 1/4" 1'-0" 5 UNIT B1.3 L -LOWER
Center Square Lofts East
This project presented many code challenges in regard to site positioning and height. While ultimately the final design removed the loft units at the top of the building, the original submission of the documents included thorough exhibits that I created to demonstrate the adherence to height restrictions and egress requirements for the loft units. I also contributed to the project by helping create and annotate the elevations of what was a materialistically intricate facade. Alternating panel colors and brick detailing needed to be carefully documented to meet design intent.
01-LEVEL_01 - PODIUM 370.00 02-LEVEL_02 382.66 03-LEVEL_03 393.31 04-LEVEL_04 403.97 05-LEVEL_05 414.63 06-LEVEL 06 425.28 06.9-ROOF BEARING NORTH 434.41 00 RESIDENTIAL ENTRANCE 358.50 FIBER CEMENT SIDING ALTERNATING REVEALS (1) 6" PIECE AND (2) 8" PIECES (HARDIE -AGED PEWTER) BALCONY WITH GLASS RAILING FIBER CEMENT PANEL (HARDIE -CUSTOM COLOR) FIBER CEMENT PANEL (HARDIE -COUNTRY LANE RED) FIBER CEMENT PANEL (HARDIE -CUSTOM PAINT) BRICK (GLEN GERY -CARBON BLACK) FABRICATED MTL. JULIET (COLOR TO MATCH FIBER CEMENT PANEL) MAGIC PAK LOUVER (COLOR TO MATCH FIBER CEMENT PANEL) FIBER CEMENT PANEL (HARDIE -AGED PEWTER METAL PANEL (COUNTRY LANE RED) BRICK (GLEN GERY WHITEFORD RANGE) BALCONY WITH GLASS RAILING BRICK (GLEN GERY URBAN GRAY) BLACK WINDOW 07.1 NORTH PARAPET 439.41 07-LEVEL 07 - MEZZANINE 437.41 P0-PARKING LOWER LEVEL 344.00 01-LEVEL_01 - PODIUM 370.00 02-LEVEL_02 382.66 03-LEVEL_03 393.31 04-LEVEL_04 403.97 05-LEVEL_05 414.63 P1-PARKING UPPER LEVEL 356.00 06-LEVEL 06 425.28 FIBER CEMENT PANEL (HARDIE AGED PEWTER) BRICK (GLEN GERY -WHITEFORD RANGE) 1" RECESSED BRICK (GLEN GERY -URBAN GRAY) BRICK (GLEN GERY -CARBON BLACK) MAGIC PAK LOUVER (AGED PEWTER) WINDOWS (BLACK) BRICK (GLEN GERY -URBAN GRAY) BALCONY WITH GLASS RAILING METAL PANEL (COUNTRY LANE RED) PAINTED MURAL 06.1 SOUTH PARAPET 428.75 01-LEVEL_01 - PODIUM 370.00 02-LEVEL_02 382.66 03-LEVEL_03 393.31 04-LEVEL_04 403.97 05-LEVEL_05 414.63 06-LEVEL 06 425.28 06.9-ROOF BEARING NORTH 434.41 00 RESIDENTIAL ENTRANCE 358.50 FIBER CEMENT SIDING ALTERNATING REVEALS (1) 6" PIECE AND (2) 8" PIECES (HARDIE -AGED PEWTER) FIBER CEMENT PANEL (HARDIE -CUSTOM COLOR) FIBER CEMENT PANEL (HARDIE -CUSTOM COLOR) FIBER CEMENT PANEL (HARDIE -COUNTRY LANE RED) BLACK WINDOWS BRICK (GLEN GERY CARBON BLACK) MAGIC PAK LOUVER (COLOR TO MATCH FIBER CEMENT PANEL) PREFABRICATED MTL. JULIET (COLOR TO MATCH FIBER CEMENT PANEL) BALCONY WITH GLASS RAILING 08-ROOF BEARING MEZZANINE 442.22 08.1 MEZZANINE PARAPET 447.84 07.1 NORTH PARAPET 439.41 P0-PARKING LOWER LEVEL 344.00 01-LEVEL_01 - PODIUM 370.00 02-LEVEL_02 382.66 03-LEVEL_03 393.31 04-LEVEL_04 403.97 05-LEVEL_05 414.63 05.9-ROOF BEARING SOUTH 423.75 06-LEVEL 06 425.28 06.9-ROOF BEARING NORTH 434.41 00 RESIDENTIAL ENTRANCE 358.50 METAL PANEL (COUNTRY LANE RED) FIBER CEMENT PANEL (HARDIE -AGED PEWTER) METAL PANEL (COUNTRY LANE RED) MAGIC PAK LOUVER (AGED PEWTER) BRICK (GLEN GERY WHITEFORD RANGE) BRICK (GLEN GERY URBAN GREY) MAGIC PAK LOUVER (COLOR TO MATCH BRICK) BLACK WINDOWS BRICK (GLEN GERY CARBON BLACK) ELEV. 3 - TRASH 354.00 08.1 MEZZANINE PARAPET 447.84 07.1 NORTH PARAPET 439.41 06.1 SOUTH PARAPET 428.75 07-LEVEL 07 - MEZZANINE 437.41 ELEVATION GENERAL NOTES: SMOKE REMOVAL - PROVIDE TEMPERED WINDOWS EVERY 50FT OR OPERABLE WINDOW TO GET SMOKE OUT PER SECTION 403.4.7. WINDOWS NEED TO BE CLEARLY MARKED AND PROVIDE 40 SF GLASS PANELS. ALTERNATIVELY, MECHANICALLY VENTILATION TO BE PROVIDED AT EXHAUST AIR CHANGE EVERY 15 MIN FOR AREA INVOLVED. DRAWN © 2015 JDAVIS ARCHITECTS EXPRESSLY RESERVES ITS COM MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES PLANS. THESE PLANS AR E NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FO RM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNE D TO ANY THIRD PARTY WI THOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AN D CONSENT OF JDAVIS ARCHITECTS, PLLC. CHECKED CONTENT: REVISIONS: ISSUE: PROJECT: 2/16/2019 12:29:59 AM \\jda-fs01\UserFldr$\kamans\Documents\Autodesk\My P rojects\7th and Walnut residential-Central__kamans. rvt 1/16" = 1'-0" 2 NORTH A ELEVATION -COLOR 1/16" = 1'-0" 1 SOUTH A ELEVATION -COLOR 1/16" = 1'-0" 3 WEST A ELEVATION -COLOR 1/16" = 1'-0" 4 EAST ELEVATION -COLOR
20 ONE CENTER SQUARE ALLENTOWN PA SOUTH ELEVATION - PLAZA LEVEL PLANTING BIKE RACKS REMOVABLE BOLLARDS
1 Center Square Redesign effort including facade adjustments, plaza design, exterior lighting scheme and material explorations
PLANTING PLANTING SCULPTURE SCULPTURE PLANTING PLANTING PLANTING PLANTING BENCHES SEAT WALL
TABLES RACKS
CAFE
RAMP
BIKE RACKS
BENCH INFORMATIONAL KIOSK
CUBE SEATS
TRASH CAN 10' 5' 0 10' 20' SCALE: 1" = 10'
TERRACE
OPENING UNTIL
ABOVE ADJACENT ROOF
75% ALONG PORTION OF FACADE THAT FALLS WITHIN 15’ TO LESS THAN 20’ OF ADJACENT BUILDING ONLY 75% OPENING IS ALLOWED ON THIS PORTION OF FACADE
01-FIRST FLOOR 365' - 0" 02-SECOND FLOOR 387' - 6" 03-THIRD FLOOR 404' - 6" 04-FOURTH FLOOR 418' - 6" 05-FIFTH FLOOR 432' - 6" 06-SIXTH FLOOR 446' 07-SEVENTH FLOOR 460' 08-EIGHT FLOOR 474' 09-NINTH FLOOR 488' 6" 10-TENTH FLOOR 502' 11-ELEVENTH FLOOR 516' 12-TWELTH FLOOR 530' 13-THIRTEENTH FLOOR 544' 14-FOURTEENTH FLOOR 558' 15-FIFTHTEENTH FLOOR 572' 16-SIXTEENTH FLOOR 586' ROOF 602' 6" 18-EIGHTEENTH FLOOR 612' 01-FIRST FLOOR 365' - 0" 02-SECOND FLOOR 387' - 6" 03-THIRD FLOOR 404' - 6" 04-FOURTH FLOOR 418' - 6" 05-FIFTH FLOOR 432' - 6" 06-SIXTH FLOOR 446' - 6" 07-SEVENTH FLOOR 460' - 6" 15'0" 1 B C D E E F F .1 G 1 2 3 4 2 .3 2 .4 Allowable wall openings: 45% Actual wall openings: 35% p o te n tia l n e w c o lu m n to s h o r te n s p a n 1 7 '1 0 ± 9 '6 ± 8 '0 x 1 7 '1 0 1 0 '7 x 1 7 '1 0 1 1 '0 x 2 1 '8 1 1 '0 2 1 '8 1 1 '4 x 1 4 '1 0 1 3 '0 x 1 6 '9 1 4 3 N S F 1 8 9 N S F 2 3 8 N S F 2 3 8 N S F 1 6 6 N S F 2 1 2 N S F N O R T H \N E L E V A T O R \N B A N K S O U T H \N E L E V A T O R \N B A N K N O R T H \N S T A IR \N T O W E R S O U T H \N S T A IR \N T O W E R F IR E \N P U M P \N R O O M W A T E R \N S E R V IC E \N R O O M 038 1 2 010 " Run generator exhaust out this wall, so not pointed at apartments 8'-11" 8'-11" 8'-11" 8'-11" 8 14'-3 "± 10'-6"± '-8 6 25'-2" 2 8'-11" 8'-11" B C D E F F.1 15 '1 1 1 / 2 " 1 0 '0 " 1 0 '0 " 1 8 '8 1 / 2 " 1 0 '0 " 2 1 '5 " 1 0 '0 " 2 4 '9 " 1 0 '0 " 25 '3 " 75%
UNLIMITED OPENINGS
15’
4’ SPANDREL ALLOWABLE OPENINGS - SOUTH FACADE
MONARCH SIZE FOR PLANTER WALLS
alternate: Glen Gery - Carbon Black - Titan
UTILITY SIZE FOR BUILDING
alternate: Glen Gery - Carbon Black - Utility
MATERIAL ELEVATION - EAST
A blend of code requirements and sense of identity drove the design. This proposed design was to be the last piece put in place to round out the redeveloped Allentown core. Creating proper infill and rounding out the brand identity became the focus of the package.
E G 5 lu fo te ra c e u p o 2 2 4 0 "± 01-FIRST FLOOR 365' - 0" 02-SECOND FLOOR 387' - 6" 03-THIRD FLOOR 404' - 6" 04-FOURTH FLOOR 418' - 6" 05-FIFTH FLOOR 432' - 6"
BELDEN - BLACK DIAMOND VELOUR
BELDEN - BLACK DIAMOND VELOUR
COLOR BODY PORCELAINCHARCOAL
COLUMN BASE
BRUSHED ALUMINUM
COLUMN WRAP
EXISTING FACADE
Location: Prince Georges County, MD
Project type: Multi-Family Residential building, low density, surface
parking and small garages
Number of Units: 164
Construction: wood VA
Project Role(s): Designer, BIM manager
Project Team: Architecture - JDavis
Woodmore Grand
P&D D&P TRASHCMPT TRASH CMPT A3.00 A3.00 A3.01 3 1 2 A3.01 1 A3.01 2 A3.02 2 A3.02 1 A3.01 4 A12.05 6 A12.05 7 A12.05 5 A12.05 3 A12.05 4 A12.06 1 A12.06 2 A3.01 5 A3.01 6 BUILDING 1 CLUBHOUSE BUILDING 2
DNARG YAW DRAVELUOB '07( DETACIDED CILBUP )W/R
GARAGEA GARAGEB
GARAGE D A12.10 1 A12.10 3 A12.10 2 A12.10 4 POOL A12.05 1 A12.05 2 A5.03 3 4
GARAGEC
Woodmore Grand was the first project I was fully entrusted to do 100% of the modeling, rendering production and documentation. This project gave me many lessons learned especially when it came to integrating everything I had learned thus far into one project outcome. For the first time, I was the one in charge of making sure that every task was accounted for and that I had considered all the design criteria that needed to be reached for both the project and our standards. I learned tough lessons about how to communicate my work status properly, when to ask for help and how to own up to and discuss missteps. But I also learned that not knowing things was more than okay and that simply asking is so much better than pretending you have a handle on something that is out of control.
AGE E A12.06 3 4 DRAWN BY: 510 South Wilmington St. Raleigh, NC 27601 tel 919.835.1500 ARCHITECTS EXPRESSLY RESERVES ITS COM MON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES E PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHAN ND CONSENT OF JDAVIS ARCHITECTS, PLLC. CHECKED BY: CONTENT: REVISIONS: ISSUE: PROJECT: DATE 1518 Walnut St., Suite 1308 | Philadelphia, PA 1910 2 tel 215.545.0121 SCHEMATIC DESIGN DESIGN DEVELOPMENT 06.25.2018 08.10.2018 18015 SITE PLAN Author Checker Off
Deep End
the
Thank You