GOAL To achieve a greater depth and breadth of knowledge and skills in regards to sustainable architecture, urban design, and public interest design in an environment powered by experimentation, creativity, and the posing of new questions.
EDUCATION
ALEX LIN (917) 328 - 3786 alexl1@andrew.cmu.edu 120-18 Rockaway Blvd S. Ozone Park, NY 11420
CARNEGIE MELLON UNIVERSITY BACHELOR OF ARCHITECTURE GPA 3.75/4.00 AVON HIGH SCHOOL HIGH SCHOOL DIPLOMA GPA 4.35/5.00
SKILLS
AWARDS
DIGITAL
COLLEGE OF FINE ARTS DEAN’S LIST SoA SCHOOL HONORS
Rhinoceros 3D Revit AutoCAD Photoshop Illustrator Indesign V-Ray Grasshopper DIVA/Ladybug Flow Design Laser Cutting CNC Routing HAL/RobotStudio Java Microsoft Suite Bluebeam
ANALOG
Metal Working Wood Working Hand Drawing
LANGUAGES
Fluent English Conv. Mandarin Conv. Spanish Latin
PITTSBURGH, PA MAY 2020 AVON, CT 2011-2015
2015-PRESENT 2015-2018
EXPERIENCE STRUCTURES TEACHING ASSISTANT | CARNEGIE MELLON UNIVERSITY AUGUST 2018 - PRESENT PITTSBURGH, PA - Responded to inquiries regarding fundamental principles of static structural systems
BLAIR E. PHILLIPS SCHOLAR (INTERN) | PERKINS EASTMAN ARCHITECTS JUNE 2018 - AUGUST 2018 WASHINGTON, D.C.
- Engaged a high school renovation project in schematic design contributing to the documentation of existing conditions and the design of the proposal - Attended meetings at various stages of projects to obtain insight on schematic design, project management, and construction administration - Participated in the LEED documentation of an elementary school
ASSISTANT MANAGER | FIRST CHOICE STAINLESS STEEL MAY 2015 - PRESENT
QUEENS, NY
SUMMER INTERN | HANSA BUILDING ENGINEERING SERVICES MAY 2016 - AUGUST 2016
QUEENS, NY
- Interacted with clients regarding design decisions while generating drawings - Obtained construction experience during installations
- Attended construction checkpoint inspections and conversed with professionals about building trends for sustainability in an urban residential context - Developed understanding of New York City’s Building and Zoning Code by engaging related processes through digital drafting and completing paperwork for projects - Generated a set of drawings for a new two family residential project using established priorities and criteria obtained by interacting with clients
INTERESTS
Cardistry Martial Arts Theatrical Arts Traveling Sustainability Bamboo
ACTIVITIES AIAS MEMBER OF CARNEGIE MELLON UNIVERSITY CHAPTER 2015 - 2016 | 2018 - PRESENT PITTSBURGH, PA - Participated in the chapter’s Freedom By Design project by aiding in the research, design, and distribution of a weather-proofing kit for the local low-income residents
T A B L E O F C O N T E N T S
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TABLE OF CONTENTS + PROFESSIONAL STATEMENT
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URBAN DESIGN BUILD STUDIO
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ENVIRONMENTAL CHARTER SCHOOL
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FREEDOM BY DESIGN: WEATHERIZATION KIT
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SHELTER 48: ENFOLD
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MATERIALS & ASSEMBLY
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HOOP HOUSE: AER
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SACO LAKE BATH HOUSE
PROFESSIONAL STATEMENT When my parents risked everything and left their native country to make something for themselves, they had absolute faith in the promises of the American dream. They knew that hard work, commitment, and discipline would bring them success. From a young age, these values were embedded in me as I worked alongside my parents in their restaurant, experiencing first hand their dedication and self-sacrifice to create opportunity for my sister and me. From this cultural background, I developed a desire to give back to the individuals, communities, and institutions that have made my educational career possible to prove that their investment was worth it. And in a world characterized by intricate problems intertwined in a web of other issues, architecture and design surely have a role to play in untangling the mess. While I define myself by my work ethic, architecture is complex, multifaceted, and profound in nature. Thus, only through the experience of designing real projects and buildings in a professional setting can one develop the holistic skill sets required to design architecture. My interest in professional practice lies in my belief that architecture inherently holds the capacity to affect positive change to the built environment and to spur the development of a more sustainable future in an environmental, community-based, and ultimately, human-oriented way.
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URBAN DESIGN BUILD STUDIO Deconstructing Blight explores the notions of deconstruction and blight in the multi-faceted and complex network of issues and topics that are inherently tied to the words. Deconstruction both in the literal sense of deconstructing a building for material reuse, as well as in the figurative sense of deconstructing the pre-existing notions of blight, concentrated poverty and targeted disinvestment. While blight is often perceived in a negative light as neglected, rundown, or deteriorated conditions in urban areas, there is also opportunity that can be used to ameliorate the situation. This work is then applied in the context of proposing two housing prototypes that aim to generate funds to be reinvested to prevent the displacement of existing community members. These housing prototypes strive to respond to the Pittsburgh context, establish priorities, and propose an innovative take on what a home in Pittsburgh should be. The experiences and work shown portray the range of interrogation, analysis, and experimentation in this accumulation of both individual and collaborative work. Note:The Urban Design Build Studio is a studio environment that promotes collective intelligence and collaboration. As such, some of the work shown is not by my sole authorship. These instances, however, are specified through the explanations of each collection of images and should be considered.
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INHERITED CONTEXT The premises of this studio lie in the issue of concentrated poverty, specifically in the context of Pittsburgh, mapped out below by the 20172018 UDBS cohort. Through a series of exercises establishing a knowledge of the history of systematic de jure and de facto segregation, its impact, and a library of vocabulary to be used FEELING UNWELCOME TO NEW DEVELOPMENT
PEOPLE GETTING PUSHED OUT
HOMELESSNESS
to discuss these issues, the studio familiarized itself with the scope of the work. This continued in a series of assignments and meetings to understand the organizations playing a key role in reversing the effects of concentrated poverty in Pittsburgh. Ultimately, these experiences served as a foundation for the work to be completed for the purpose of addressing these issues. NEW RESIDENTS LACK COMMUNITY REVERENCE
RISING RENTS
Image courtesy of Maya Dukmasova
NEGATIVE PERCEPTIONS OF OUTSIDERS
PAST EXPERIENCE WITH DEVELOPERS
GENERATIONS OF FAILED URBAN RENEWAL
NEGATIVE STEREOTYPES
LACK OF TRUST
DISENFRANCISEMENT
Images courtesy of ABC/NBC/FOX
Image courtesy of Lucas Jackson / Reuters
EVICTION
ABSENTEE LANDLORDS SLUMLORDS
POOR BUILT ENVIRONMENT
COMPLICATIONS WITH DISABILITY
HIGHER CRIME RATES
DEFICIENT EDUCATIONAL OPPORTUNITIES
Image courtesy of Iris Schneider / LA Times
Image courtesy of CIEH
LACK OF SKILLS TRAINING
Image courtesy of John Marino
HIGH COST OF LIVING
Image courtesy of Getty Images
SINGLE PARENTING
Image courtesy of Chris Saulit
MASS INCARCERATION
LACK OF OPPORTUNITY
LIMITED ECONOMIC MOBILITY
POOR QUALITY OF HEALTH
Image courtesy of Marion Post-Wolcott
Image courtesy of The Grio
Image courtesy of The Atlantic
Image courtesy of Yves Marchand
LARGE DEATH QUANTITIES
Image courtesy of Patrick Semansky / AP
Image courtesy of Randy Simes / UrbanCincy
UNAFFORDABLE HOUSING
DIMINISHED QUALITY OF LIFE
DECAY OF CULTURAL TRADITIONS
Image courtesy of Jahi Chikwendiu / The Washington Post
LACK OF COMMUNITY
CONCENTRATED POVERTY
POOR HOUSING CONDITIONS
STIGMATIZATION OF URBAN BLIGHT
LACK OF COMMUNICATION
Image courtesy of Louisa Marie Summer
Image courtesy of Rick Wood
LEGAL DISPUTES
Image courtesy of Deborah Svoboda / KQED
GENTRIFICATION
BIASED PERCEPTIONS
MEDIA-DRIVEN NARRATIVES
NORMALIZED PERCEPTION
NEIGHBORHOOD CHANGES SEEN AS NEGATIVE
Image courtesy of Detroit Urbex
Image courtesy of Metro Times
SENSE OF LOSS OF COMMUNITY
Image courtesy of Amy Stone
Image courtesy of Camilo José Vergara
Image source unable to be found
GANG ACTIVITY BECOMES A CULTURE
Image courtesy of okayplayer
LACK OF WELLPAYING JOBS
Image courtesy of John Dominis
Image courtesy of Seth Wenig / AP
Image courtesy of Megan Harris / WESA
DEPRESSION
Image courtesy of Getty Images
LACK TO TIME SPENT WITH CHILDREN
Image courtesy of The Washington Post
Image courtesy of Getty Images
DRUG ADDICTION
MULTIPLE LOW-WAGE JOBS NECESSARY
LIMITED ABILITY TO BUILD EQUITY
Image courtesy of Elvis Batiz
TEEN PREGNANCY
HOPELESSNESS
MAPPING BLIGHT: PHOTOGRAMMTERY In order to better understand the impact and physical presence of blight in Pittsburgh, we were tasked with making use of photogrammetry, that is the use of a series of photos to generate a 3D model of an object or environment, to begin understanding the dimensionality of urban blight. This work was performed using various softwares including Autodesk Recap and 3DF Zephyr which were crucial to developing an understanding of the process and how to make it more efficient. In collecting the imagery, we were also able to gain insight into the perceptions of the community as well as engage in active discussion regarding the issues of concentrated poverty, urban blight, as well as how to approach addressing these issues. Conversations also gave valuable insight to the range of sentiments regarding issues of development and gentrification in their neighborhoods.
“EVERYTHING STARTS IN THE HOME.�
PITTSBURGH RESIDENT OF 50 YEARS
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MAPPING BLIGHT: DISPARITY In collaboration with Carnegie Mellon University’s IDeATe Program, this project explored issues of blight on various scales using GIS data and representation software, ultimately aiming to tackle issues of materiality and quantity in regards to condemned buildings. My group took ownership of Wards 9-16 and decided to hone in on the greatest disparity of wealth, most severe demographic singularity, and most comprehensive portrayal of the impact of de facto and especially de jure segregation in the past, Homewood and Point Breeze. Point Breeze, one of the most affluent neighborhoods, is a mere 5 block widths away from Homewood, one of the the United States’ most devastatingly disinvested neighborhoods. While the straightforward analysis of median incomes and crime rates shows the statistical differences, the architectural aspect of the issue portrays that the combination of vacant lots and condemned buildings can be used to provide a more positive outlook .
MAPPING BLIGHT: MATERIAL In order to begin understanding the potential of deconstruction and material reuse, it was significant to understand what materials were present in the landscape and where opportunity could be found. Using GIS data and representation software, maps were generated showing how different materials populated specifically Homewood. When combining all of the maps, it is possible to begin understanding the general composition of Homewood in regards to material or vacancy. The adjacencies of buildings and vacancies portray a sense of the neighborhood and the scale of the issue. Even so, it is clear that much potential lies in regards to land that can be purposed for uplifting communities, and also that the abundance of brick and wood construction can provide opportunities for members of the community to develop valuable skills. Furthermore, these materials can be then reinvested into the community or sold to benefit the community.
Combined Material Map
Map of Vacant Lots
Map of Brick Buildings
Map of Wood Building
Map of Masonry Building 4
DECONSTRUCTION: IMPACT In regards to the magnitude of scale of the deconstruction, choosing to demolish a building could be more wasteful than an entire life’s production of waste, based on the following: Americans produce 4.4 pounds of trash/day * 365 days/year * 75 years/lifetime = 120,450 pounds of trash/lifetime However, deciding to demolish one building could easily produce around 120,000 pounds of waste alone. Deconstruction also is an issue greater than sustainability, or reducing how much trash we produce, or reusing what has already been environmentally paid for. Ultimately, deconstruction is inherently tied to human beings and people, that deconstruction is made to invest in people, not in landfills or material reuse facilities. While actually performing the deconstruction of a building on campus was difficult, timeconsuming, and tiring, it was extremely satisfying knowing the impact of our work.
Source: “The State of The Nations Housing 2013” Joint Center for Housing Studies of Harvard University
DECONSTRUCTION: COMPREHENSION The deconstruction of mechanical systems is quite like a puzzle, where by knowing a couple key principles, one can attempt to figure out the best way to deconstruct a system. The main principle, at least for plumbing, was to avoid cutting pieces at the joints so that washers/nuts/hardware would not get damaged and risk rendering the entire connection of the
pipe useless. Furthermore, when cutting along the length of a pipe, it is important to remember to keep as long of a length as possible intact so that it can be more easily reused. In order to begin understanding how systems came together, a series of drawings of “deconstructed� systems were produced to isolate the parts and produce clarity and relationships between parts.
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20-GAUGE FACE
2. RED MAPLE INTERIOR CLADDING 6. 1" BIRCH HARDWOOD TRIM WITH P.U. COATING 3. ¼” CYPRESS PLYWOOD 7. 1/2" DOMESTIC BIRCH PLYWOOD SHEATHING WITH P.U. COATING 4. ¾” THK x 3” WIDE OAK INTERIOR TONGUE-AND-GROOVE CLADDING 8. BIRCH HARDWOOD DADO BORDER WITH P.U. COATING 5. ⅜” THK OAK INTERIOR CEILING PANELS 9. ¼” ASH PLYWOOD VENEER 6. 1" BIRCH HARDWOOD TRIM WITH P.U. COATING 10. GYPSUM WALL BOARD 7. 1/2" DOMESTIC BIRCH PLYWOOD SHEATHING WITH P.U. COATING 11. BACKER ROD WITH DRY CAULK 8. BIRCH HARDWOOD DADO BORDER WITH P.U. COATING 12. HARDWOOD TRACK SHOE WITH GASKET SEAL 9. ¼” ASH PLYWOOD VENEER 13. BIFOLD DOOR TRACK 111 SERIES BY JOHNSON HARDWARE 61 53 10. GYPSUM WALL BOARD 14. MILLED HARDWOOD DOOR WITH GASKET SEAL 11. BACKER ROD WITH DRY CAULK 15. STANDING SEAM METAL ROOFING 12. HARDWOOD TRACK SHOE WITH GASKET SEAL 53 16. PERFORATED METALWORK 13. BIFOLD DOOR TRACK 111 SERIES BY JOHNSON HARDWARE 17. SOLID GALVANIZED STEEL AWNING 61 14. MILLED HARDWOOD DOOR WITH GASKET SEAL 18. PERFORATED GALVANIZED STEEL AWNING 15. STANDING SEAM METAL ROOFING 19. FIXED WINDOW: REFERENCE AS2.11 16. PERFORATED METALWORK 20. AWNING WINDOW: REFERENCE AS2.11 DIMENSIONAL LUMBER RESTS UPON SIMPSON HANGERS BOLTED TO SIP PANELS LUMBER BEAM TO COLUMN CONNECTION WITH 165 "METAL PLATE AND 17. SOLID GALVANIZED STEEL AWNING 21. MIXED TYPE WINDOW: REFERENCE AS2.11 AN LVL BEAM 3/4 - 10 X 2-1/4" HEX DRIVE 18. PERFORATED GALVANIZED STEEL AWNING 22. SINGLE EXTERIOR DOOR METAL WITH INSET GLAZING AND STATIONARY PANEL PARTIALLY-THREADED STEEL BOLTS 19. FIXED WINDOW: REFERENCE AS2.11 23. DOUBLE EXTERIOR DOOR METAL WITH INSET GLAZING 20. AWNING WINDOW: REFERENCE AS2.11 24. INTERIOR DOOR WOOD WITH INSET GLAZING DIMENSIONAL LUMBER RESTS UPON SIMPSON HANGERS BOLTED TO SIP PANELS N WITH 165 "METAL PLATE AND 21. MIXED TYPE WINDOW: REFERENCE AS2.11 25. INTERIOR DOOR WOOD AN LVL BEAM DRIVE GENERAL NOTES: 22. SINGLE EXTERIOR DOOR METAL WITH INSET GLAZING AND STATIONARY PANELMETAL DOOR FRAME 54 BOLTS 26. EXTERIOR TEEL 1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL 23. DOUBLE EXTERIOR DOOR METAL WITH INSET GLAZING 27. INTERIOR METAL DOOR FRAME PROPERTY OF THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD 24. INTERIOR DOOR WOOD WITH INSET GLAZING 28. LADDER TO LOFT STUDIO (UDBS). THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED 25. INTERIOR DOOR WOOD 29. PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED 26. EXTERIOR METAL DOOR FRAME 61 53 30. RACK FOR PV PANELS ON THE COVER SHEET AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY 27. INTERIOR METAL DOOR FRAME 31. SOLAR THERMAL COLLECTOR PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA 28. LADDER TO LOFT 32. RADIATOR FOR SOLAR THERMAL COLLECTOR AUTHORIZED WRITING BY THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD 29. PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE 33. 4” CELLULAR POLYCARBONATE INTERLOCKING PANEL GENERAL NOTES: STUDIO AND ITS DIRECTOR, JOHN FOLAN AIA, LEED AP. GENERAL NOTES: GENERAL NOTES: 61 30. RACK FOR PV PANELS 53 54 34. ⅝” TRIPLE WALL CELLULAR POLYCARBONATE 2. NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED 1.PROPERTY THESE DOCUMENTS ARE COPYRIGHTED PROPERTY AND INTELLECTUAL 1. THESE DOCUMENTS 1. THESE DOCUMENTS ARE THE COPYRIGHTED ARE THE COPYRIGHTED AND PROPERTY INTELLECTUAL ANDTHE INTELLECTUAL 31. SOLAR THERMAL COLLECTOR 35. POLYCARBONATE EDGE DETAIL TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES PROPERTY THE CARNEGIE MELLON PROPERTY OF PROPERTY THE CARNEGIE OF THEMELLON CARNEGIE UNIVERSITY MELLON UNIVERSITY URBANOF DESIGN URBAN BUILD DESIGN BUILD UNIVERSITY URBAN DESIGN BUILD 32. RADIATOR FOR SOLAR THERMAL COLLECTOR 36. ALUMINUM FRAMING FOR POLYCARBONATE UTILIZING THESE DOCUMENTS FOR COST ESTIMATION, BIDDING, QUANTITY STUDIO THE ARE NOT TO BE REPRODUCED OR UTILIZED STUDIO (UDBS). STUDIO THE(UDBS). DOCUMENTS THE DOCUMENTS ARE NOT TOARE BE REPRODUCED NOT(UDBS). TO BE REPRODUCED ORDOCUMENTS UTILIZEDOR UTILIZED 33. 4” CELLULAR POLYCARBONATE INTERLOCKING PANEL 37. SHIM/BLOCKING SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED 53 PURPOSE FOR ANYOTHER PURPOSE THAN OTHER ORIGINALLY THAN ORIGINALLY INTENDED AND INTENDED AS STIPULATED AND AS STIPULATED 53 34. ⅝” TRIPLE WALL CELLULAR POLYCARBONATE 38. 3/4" FOR RIGIDANY INSULATION INFORMATION LOCATED ON THIS SHEET AND ALL "G" SERIES (GENERAL ON THE COVER SHEET AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY ON THE COVER ON THE SHEET COVER AND SHEET TITLE BLOCK. AND TITLE USEBLOCK. OF THEUSE DOCUMENTS OF THE DOCUMENTS FOR ANY FOR ANY 35. POLYCARBONATE EDGE DETAIL 39. 1" RIGID INSULATION INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS STIPULATED SPECIFICALLY PURPOSE, STIPULATED STIPULATED ORWALLS NOT,PURPOSE, SHALL OR NOT, BE SPECIFICALLY GRANTED SHALL BEONLY GRANTED VIA ONLYOR VIANOT, SHALL BE GRANTED ONLY VIA 36. ALUMINUM FRAMING FOR POLYCARBONATE 40. APAPURPOSE, RATED OSB PLYWOODSPECIFICALLY SHEATHING FOR GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX AUTHORIZED WRITING THE CARNEGIE MELLON WRITING BYWRITING THE CARNEGIE BY THEMELLON CARNEGIE UNIVERSITY MELLON UNIVERSITY URBANBY DESIGN URBAN BUILD DESIGN BUILD UNIVERSITY URBAN DESIGN BUILD 37. SHIM/BLOCKING 41. OSBAUTHORIZED PLYWOOD AUTHORIZED SUBFLOOR BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL STUDIO AND ITS DIRECTOR, JOHN FOLAN AIA, LEED AP. STUDIO AND STUDIO ITS DIRECTOR, AND ITS JOHN DIRECTOR, FOLANJOHN AIA, LEED FOLAN AP. AIA, LEED AP. 38. 3/4" RIGID INSULATION 42. CLOSED CELL INSULATION INFORMATION AND DATA SHEET(S) ("G") PROVIDE CODE, PROCEDURAL AND USE 2.DRAWING NONE OF INDEX THE DOCUMENTS IN THE DRAWING INDEX ARE INTENDED 2. NONE OF 2. THE DOCUMENTS OF THE DOCUMENTS INCLUDED ININCLUDED THECONSTRUCTION IN THE DRAWING ARE INTENDED INDEX INCLUDED ARE INTENDED 39. 1" RIGID INSULATION 43. BIRCH PLYWOOD /NONE RIGID INSULATION COMPOSITE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL TOONE BE CONSIDERED IN PARTIES/ENTITIES ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES TO BE CONSIDERED TO BE CONSIDERED IN ISOLATION IN OF ISOLATION ONE ANOTHER. OF ALL ANOTHER. PARTIES/ENTITIES ALL 40. APA RATED OSB PLYWOOD SHEATHING FOR WALLS 44. 1” x 3” WOOD FURRING STRIPS BIDDERS, ESTIMATING, AND PRICING SHALL UTILIZE COMPLETE SETS OF THE THESE DOCUMENTS FOR COST ESTIMATION, BIDDING, QUANTITY UTILIZING THESE UTILIZING DOCUMENTS THESE DOCUMENTS FOR COST ESTIMATION, FORUTILIZING COST ESTIMATION, BIDDING, QUANTITY BIDDING, QUANTITY 41. OSB PLYWOOD SUBFLOOR 45. WALL MEMBRANE CCW 705 BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND AND/OR SURVEY, CONSTRUCTION AND/OR CONSTRUCTION SHALL CONSULT SHALL THE CONSULT GENERAL THE NOTES GENERAL ANDNOTES AND 42. CLOSED CELL INSULATION 46. ICE SURVEY, AND WATER SHIELD CONSTRUCTING. NEITHER THE OWNER, ARCHITECT, NOT URBAN DESIGN BUILD INFORMATION LOCATED THIS SHEET AND ALL "G" SERIES (GENERAL LOCATED ON LOCATED THIS SHEET ON THIS AND SHEET ALL "G"AND SERIES ALL (GENERAL "G" SERIESON (GENERAL 43. BIRCH PLYWOOD / RIGID INSULATION COMPOSITE CONSTRUCTION 47. TCSINFORMATION GUTTER INFORMATION STUDIO (UDBS) ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR INFORMATION AND AND DATA) SHEETS FOR INFORMATION AND CONDITIONS AND DATA) SHEETS AND DATA) FORSHEETS INFORMATION FOR INFORMATION AND CONDITIONS CONDITIONS 44. 1” x 3” WOOD FURRING STRIPS 2 9 O C T 48. TCSINFORMATION FLASHING INFORMATION MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX GOVERNING GOVERNING WORK DESCRIBED WORK IN DOCUMENTS IN DOCUMENTS LISTED IN THE LISTED DRAWING IN THEINDEX DRAWING INDEX 45. WALL MEMBRANE CCW 705 49. 10 GA GALVANIZED CARBON STEEL DESCRIBED COLLAR 2 0 1 8 BIDDING AND/OR CONSTRUCTION DOCUMENTS. BEFORE PROCEEDING WITH PROCUREMENT BEFORE PROCEEDING BEFORE PROCEEDING WITH PROCUREMENT WITH PROCUREMENT AND/OR CONSTRUCTION. AND/OR CONSTRUCTION. GENERAL GENERALAND/OR CONSTRUCTION. GENERAL 46. ICE AND WATER SHIELD 50. 20 GA GALVANIZED STEEL 3. EXISTING SITE CONDITIONS WILL REMAIN UNLESS NOTED OTHERWISE INFORMATION AND DATA SHEET(S) ("G") PROVIDE CODE, PROCEDURAL AND USE F O R INFORMATION INFORMATION AND DATA SHEET(S) AND DATA ("G") SHEET(S) PROVIDE ("G") CODE, PROVIDE PROCEDURAL CODE, PROCEDURAL AND USE AND USE 47. TCS GUTTER 51. PREFAB BRACKETS, 5/16” THK WELDED STEEL PLATE 4. MATERIAL YIELD WILL BE TRANSPORTED TO PROJECT RE_ UNLESS NOTED GUIDELINES GOVERNINGDOCUMENTS. ALL D E C O N GUIDELINES GUIDELINES GOVERNING ALL BID AND/OR ALL BID CONSTRUCTION AND/OR CONSTRUCTION DOCUMENTS. ALLBID AND/OR ALL CONSTRUCTION DOCUMENTS. ALL 48. TCS FLASHING 52. 3-1/2” X 9-1/4” PSL MEMBER GOVERNING 53 OTHERWISE BIDDERS, ESTIMATING, AND PRICING SHALL UTILIZE COMPLETE SETS OF THE BIDDERS, ESTIMATING, AND PRICING AND SHALL PRICING UTILIZE SHALL COMPLETE UTILIZE SETS COMPLETE OF THE SETS OF THE 49. 10 GA GALVANIZED CARBON STEEL COLLAR 53. LVL BIDDERS, MEMBER ESTIMATING, BIDDING AND/OR CONSTRUCTION AND/OR BIDDING CONSTRUCTION AND/OR CONSTRUCTION DOCUMENTSDOCUMENTS IN QUANTIFYING IN QUANTIFYING AND AND DOCUMENTS IN QUANTIFYING AND 50. 20 GA GALVANIZED STEEL 54. 2”X4”BIDDING DIMENSIONAL LUMBER CONSTRUCTING. THE OWNER,BUILD ARCHITECT, NOT URBAN DESIGN BUILD CONSTRUCTING. NEITHER THE NEITHER OWNER,THE ARCHITECT, OWNER, ARCHITECT, NOT URBANNEITHER NOT DESIGN URBAN BUILD DESIGN 51. PREFAB BRACKETS, 5/16” THK WELDED STEEL PLATE 55. 2”X6”CONSTRUCTING. DIMENSIONAL LUMBER STUDIO (UDBS) ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR STUDIO (UDBS) STUDIO ASSUMES (UDBS) RESPONSIBILITY ASSUMES RESPONSIBILITY FOR ERRORS, FOR OMISSIONS, ERRORS, OMISSIONS, OR OR 52. 3-1/2” X 9-1/4” PSL MEMBER 2 9 O C T 56. 2”X10" DIMENSIONAL LUMBER 53 9 OF O C 2 9T OSETS C TOF MISINTERPRETATIONS RESULTING FROM USE INCOMPLETE MISINTERPRETATIONS MISINTERPRETATIONS RESULTING RESULTING FROM THE USE FROM OFTHE INCOMPLETE USE OF INCOMPLETE SETS OF SETS OF THE 2 53. LVL MEMBER 57. 2"X12" DIMENSIONAL LUMBER 2 0 1 8 BIDDING AND/OR CONSTRUCTION DOCUMENTS.2 0 1 2 8 0 1 8 BIDDING LUMBER AND/OR BIDDING CONSTRUCTION AND/OR CONSTRUCTION DOCUMENTS. DOCUMENTS. 54. 2”X4” DIMENSIONAL LUMBER 58. COMPOSITE DECKING 3.REMAIN EXISTING SITE CONDITIONS WILL REMAIN UNLESS NOTED OTHERWISE F O R 3. EXISTING 3. SITE EXISTING CONDITIONS SITE CONDITIONS WILL REMAIN WILL UNLESS NOTED UNLESS OTHERWISE NOTED OTHERWISE F O F R O R 55. 2”X6” DIMENSIONAL LUMBER 59. COMPOSITE LUMBER RAILING MATERIAL YIELD WILL BEUNLESS TRANSPORTED PROJECT RE_ UNLESS NOTED D E C O N 4. MATERIAL 4.YIELD MATERIAL WILL BE YIELD TRANSPORTED WILL BE TRANSPORTED TO 4. PROJECT TO RE_ PROJECT UNLESS RE_ NOTED NOTED TO D E C OD NE C O N GENERAL NOTES: 56. 2”X10" DIMENSIONAL LUMBER 60. COMPOSITE LUMBER RISERS 4 KEY NOTES: 1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL OTHERWISE OTHERWISE PROPERTY OF THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD 57. 2"X12" DIMENSIONAL LUMBER 61. 10 ¼” THK SIP OTHERWISE STUDIO (UDBS). THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED ¾” THK CEDAR EXTERIOR CLADDING FOR 1. ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED 58. COMPOSITE LUMBER DECKING 62. ¾” THK PLYWOOD 37 ON THE COVER SHEET AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY 2. RED MAPLE INTERIOR CLADDING PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA 59. COMPOSITE LUMBER RAILING 63. ⅜” THK PLYWOOD AUTHORIZED WRITING BY THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD 3. ¼” CYPRESS PLYWOOD STUDIO AND ITS DIRECTOR, JOHN FOLAN AIA, LEED AP. 60. COMPOSITE LUMBER RISERS SIMPSON 64. WR GRACE WATERPROOF MEMBRANE 101 2. NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED 4. ¾” THK x 3” WIDE OAK INTERIOR TONGUE-AND-GROOVE CLADDING TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES 61. 10 ¼” THK SIP STRONG-TIE 2"X4" 65. 2’ 1-¾” LVL BLOCKING UTILIZING THESE DOCUMENTS FOR COST ESTIMATION, BIDDING, QUANTITY 5. ⅜” THK OAK INTERIOR CEILING PANELS SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND 62. ¾” THK PLYWOOD 37 20-GAUGE FACE INFORMATION LOCATED ON THIS SHEET AND ALL "G" SERIES (GENERAL 66. C 10X22 STEEL CHANNEL 53 INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS 6. 1" BIRCH HARDWOOD TRIM WITH P.U. COATING 51 63. ⅜” THK PLYWOOD GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX 67. WT 9X32.5 STEEL SECTION BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL 7. 1/2" DOMESTIC BIRCH PLYWOOD SHEATHING WITH P.U. COATING 64. WR GRACE WATERPROOF MEMBRANE INFORMATION AND DATA SHEET(S) ("G") PROVIDE CODE, PROCEDURAL AND USE 69 68. 18” DIA. CAST CONCRETE FOOTING W/ #4 BAR AND KEY STL BEARING PLATE NOTES: GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL 8. BIRCH HARDWOOD DADO BORDER WITH P.U. COATING KEY NOTES:KEY NOTES: 65. 2’ 1-¾” LVL BLOCKING BIDDERS, ESTIMATING, AND PRICING SHALL UTILIZE COMPLETE SETS OF THE 69. 3½” THK POURED CONCRETE SLAB W/ EMBEDDED PEX TUBING BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND 9. ¼” ASH PLYWOOD VENEER ¾” THK CEDAR EXTERIOR CLADDING 1. ¾” THK CEDAR ¾” THK EXTERIOR CEDAR CLADDING EXTERIOR CLADDING 1. 1. CONSTRUCTING. NEITHER THE OWNER, ARCHITECT, NOT URBAN DESIGN BUILD 66. C 10X22 STEEL CHANNEL 70. LIGHT FIXTURE 53 STUDIO (UDBS) ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR 10. GYPSUM WALL BOARD 2. RED MAPLE INTERIOR CLADDING 2 9 O C T MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF 2. RED MAPLE 2. BARRED INTERIOR MAPLECLADDING INTERIOR CLADDING 67. WT 9X32.5 STEEL SECTION 71. STAINLESS STEEL HANDLE 2 0 1 8 53 BIDDING AND/OR CONSTRUCTION DOCUMENTS. 11. BACKER ROD WITH DRY CAULK 3. ¼” CYPRESS PLYWOOD 3. EXISTING SITE CONDITIONS WILL REMAIN UNLESS NOTED OTHERWISE F O R 3. ¼” CYPRESS 3. ¼”PLYWOOD CYPRESS PLYWOOD 68. 18” DIA. CAST CONCRETE FOOTING W/ #4 BAR AND STL BEARING72. PLATE 69 SIMPSON WOODEN CUBBY 4. MATERIAL YIELD WILL BE TRANSPORTED TO PROJECT RE_ UNLESS NOTED D E C O N SIMPSON SIMPSON 12. HARDWOOD TRACK SHOE WITH GASKET SEAL 4. TONGUE-AND-GROOVE ¾” THK x 3” WIDE OAKCLADDING INTERIOR TONGUE-AND-GROOVE CLADDING OTHERWISE 53 4. ¾” THK4.x 3”CABINETRY WIDE ¾” THK OAK x 3”INTERIOR WIDE OAKTONGUE-AND-GROOVE INTERIOR CLADDING 69. 3½” THK POURED CONCRETE SLAB W/ EMBEDDED PEX TUBING 73. WOODEN STRONG-TIE 2"X4" KITCHEN SET STRONG-TIESTRONG-TIE 2"X4" 2"X4" 13. BIFOLD DOOR TRACK 111 SERIES BY JOHNSON HARDWARE ⅜” THK OAK INTERIOR CEILING PANELS 61 5.PANELS 5. ⅜”STEEL THK5.OAK ⅜” INTERIOR THK OAKCEILING INTERIOR PANELS CEILING 70. LIGHT FIXTURE 20-GAUGE FACE 74. STAINLESS MICROWAVE 20-GAUGE FACE 20-GAUGE FACE 53 14. MILLED HARDWOOD DOOR WITH GASKET SEAL 6. P.U. 1" BIRCH HARDWOOD TRIM WITH P.U. COATING 51 53 53 6. 1" BIRCH 6. HARDWOOD 1" BIRCH HARDWOOD TRIM WITH P.U. TRIMCOATING WITH COATING 71. STAINLESS STEEL BAR HANDLE 51 51 75. STAINLESS STEEL OVEN 15. STANDING SEAM METAL ROOFING 7. SHEATHING 1/2" DOMESTIC PLYWOOD SHEATHING WITH P.U. COATING 7. 1/2"STEEL DOMESTIC 7. STOVE 1/2"BIRCH DOMESTIC PLYWOOD BIRCHSHEATHING PLYWOOD WITH P.U. COATING WITHBIRCH P.U. COATING 72. WOODEN CUBBY 51 76. STAINLESS KEY NOTES: 16. PERFORATED METALWORK 8. COATING BIRCH HARDWOOD DADO BORDER WITH P.U. COATING 8. BIRCH 8. HARDWOOD BIRCH HARDWOOD DADO BORDER DADO WITH BORDER P.U. WITH P.U. COATING 73. WOODEN KITCHEN CABINETRY SET ¾” THK CEDAR EXTERIOR CLADDING 1. 77. OPEN CELL SPRAY FOAM INSULATION MAPLE INTERIOR CLADDING 17. SOLID GALVANIZED STEEL AWNING 3.2. ¼”REDCYPRESS PLYWOOD VENEER ¼” ASH9.PLYWOOD ¼” ASHVENEER PLYWOOD VENEER 9. ¼” ASH 74. STAINLESS STEEL MICROWAVE PLYWOOD 41 78. SEE9.MECHANICAL KEYNOTES SIMPSON 53 4. ¾” THK x 3” WIDE OAK INTERIOR TONGUE-AND-GROOVE CLADDING 18. PERFORATED GALVANIZED STEEL AWNING 10. GYPSUM 53 53 STRONG-TIE 2"X4" WALL BOARD 10. BRACKETS, GYPSUM 10. WALL GYPSUM BOARD WALL PLATE BOARD 75. STAINLESS STEEL OVEN 5. ⅜” THK OAK INTERIOR CEILING PANELS 79. PREFAB 1/2” THK STEEL 20-GAUGE FACE 53 53 1" BIRCH HARDWOOD TRIM WITH P.U. COATING 51 19. FIXED WINDOW: REFERENCE AS2.11 7.6. 1/2" 11. BACKER ROD WITH DRY CAULK 53 53 DOMESTIC BIRCH PLYWOOD SHEATHING WITH P.U. COATING 11. BACKER 11.ROD BACKER WITH DRY ROD CAULK WITH DRY CAULK 66 76. STAINLESS STEEL STOVE 80. OSHA-COMPLIANT CRANE HOOK 8. BIRCH HARDWOOD DADO BORDER WITH P.U. COATING 20. AWNING WINDOW: REFERENCE AS2.11 12.GASKET HARDWOOD TRACK SHOE WITH GASKET SEAL 9. ¼” ASH PLYWOOD VENEER DIMENSIONAL LUMBER RESTS UPON SIMPSON77. HANGERS BOLTED TO FOAM INSULATION PANELS 12. HARDWOOD TRACK SHOE TRACK WITH SHOE GASKET WITH SEAL SEAL OPEN CELL SPRAY WITH 165 "METAL PLATE AND 53 LUMBER 53 BEAM TO COLUMN CONNECTION53 81. SIP SPREADER BAR12. HARDWOOD 53 10. GYPSUM WALL BOARD 21. MIXED TYPE WINDOW: REFERENCE AS2.11 13. BY BIFOLD DOOR TRACK 111 SERIES BY JOHNSON HARDWARE 53 11. BACKER ROD WITH DRY CAULK 41 61 13. DOOR BIFOLD TRACK DOOR 111AT SERIES TRACK BY JOHNSON SERIES HARDWARE JOHNSON HARDWARE 78. SEE MECHANICAL KEYNOTES 54 3/4 - 10 X 2-1/4" HEX DRIVE 61 61AN LVL BEAM 82. 8' 0"13. TALLBIFOLD CONSTRUCTION FENCE WORK111 AREA BOUNDARY BY 12. HARDWOOD TRACK SHOE WITH GASKET SEAL 53 GENERAL 22. SINGLE EXTERIOR DOOR METAL WITH GLAZING STATIONARY PANEL 14. MILLEDSEAL HARDWOOD DOOR WITH GASKET SEAL 13. INSET BIFOLD DOOR TRACK 111 SERIESAND BY JOHNSON HARDWARE 61 14. MILLED14. HARDWOOD MILLED HARDWOOD DOOR WITHDOOR GASKET WITH SEAL GASKET 79. PREFAB BRACKETS, 1/2” THK STEEL PLATE PARTIALLY-THREADED STEEL BOLTS CONTRACTOR 14. MILLED HARDWOOD DOOR WITH GASKET SEAL 23. DOUBLE EXTERIOR DOOR METAL WITH INSETSEAM GLAZING 15. STANDING SEAM METAL ROOFING 15. STANDING METAL ROOFING 15. STANDING 15. PROVIDED SEAM STANDING METAL ROOFING METAL ROOFING 80. OSHA-COMPLIANT CRANE HOOK 16. PERFORATED METALWORK 83. PORTABLE TOILET BYSEAM GENERAL CONTRACTOR 52 24. INTERIOR DOOR WOOD WITH INSET GLAZING 16. PERFORATED METALWORK 17. SOLID GALVANIZED STEEL AWNING 16. ROLL PERFORATED 16. DUMPSTER PERFORATED METALWORK METALWORK 81. SPREADER BAR 18. PERFORATED GALVANIZED STEEL AWNING 84. 30 YARD OFF PROVIDED BY GENERAL CONTRACTOR 19. FIXED WINDOW: REFERENCE AS2.11 25. INTERIOR DOOR WOOD 17. SOLID GALVANIZED STEEL AWNING 54 17.CONNECTION SOLID 17. GALVANIZED SOLID GALVANIZED STEEL AWNING AWNING 82. 8' 0" TALL CONSTRUCTION FENCE AT WORK AREA BOUNDARY LUMBER BY 20. AWNING WINDOW: REFERENCE AS2.11 SIP PANELS 85.GENERAL DEGREE ACCESS GATE PROVIDED BYSTEEL GENERAL CONTRACTOR DIMENSIONAL LUMBER RESTS UPON SIMPSON HANGERS BOLTED TO BEAM180 TO COLUMN WITH "METAL PLATE AND 21. MIXED TYPE WINDOW: REFERENCE AS2.11 54 26. EXTERIOR METAL DOOR FRAME 18. AWNING PERFORATED GALVANIZEDAN LVL STEEL AWNING BEAM 3/4 - 10 X 2-1/4" HEX DRIVE 18. 18. PERFORATED PERFORATED GALVANIZEDGALVANIZED STEEL AWNING STEEL CONTRACTOR 22. SINGLE EXTERIOR DOOR METAL WITH INSET GLAZING AND STATIONARY PANEL 86. EXISTING TREE PARTIALLY-THREADED STEEL BOLTS 23. DOUBLE EXTERIOR DOOR METAL WITH INSET GLAZING 27. INTERIOR METAL DOOR FRAME 19. FIXED WINDOW: REFERENCE AS2.11 51 19. FIXED WINDOW: REFERENCE WINDOW: REFERENCE AS2.11 AS2.11 24. INTERIOR DOOR WOOD WITH INSET GLAZING 83. PORTABLE TOILET PROVIDED BY GENERAL CONTRACTOR 87. EXISTING LAMP 19. POSTFIXED 25. INTERIOR DOOR WOOD 28. LADDER TO LOFT AWNING WINDOW: REFERENCE AS2.11 5 54 DIMENSIONAL LUMBER RESTS UPON SIMPSON HANGERS BOLTED TO SIP PANELSSIP PANELS SIP PANELS 26. EXTERIOR METAL DOOR FRAME 20. AWNING 20. WINDOW: AWNING REFERENCE WINDOW: REFERENCE AS2.11 20.AS2.11 84. 30 YARD ROLL OFF DUMPSTER PROVIDED BY GENERAL CONTRACTOR 5 5 TO COLUMN CONNECTION WITH 16 LUMBER BEAM "METAL PLATE AND DIMENSIONAL DIMENSIONAL LUMBER RESTS LUMBER UPON RESTS SIMPSON UPON HANGERS SIMPSON BOLTED HANGERS TO BOLTED TO 88. EXISTING CURB AND SIDEWALK LUMBER BEAM LUMBER TO COLUMN BEAM TO CONNECTION COLUMN CONNECTION WITH 16"METAL WITH PLATE AND PLATE AND 27. INTERIOR METAL DOOR FRAME 52 16"METAL 29. PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE 28. LADDER TO LOFT AN LVL BEAM 21. MIXED 21. TYPEMIXED WINDOW: TYPE REFERENCE WINDOW: REFERENCE AS2.1121. MIXED AS2.11TYPE WINDOW: REFERENCE AS2.11 85. 180 DEGREE ACCESS GATE 19 PROVIDED BY GENERAL CONTRACTOR 3/4 - 10 X 2-1/4" HEX DRIVE AN LVL BEAM AN LVL BEAM 89. EXISTING PLUMBING EASEMENT/CONNECTIONS 29. PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE 3/4 - 10 X 2-1/4" 3/4 -HEX 10 XDRIVE 2-1/4" HEX DRIVE 61 53 30. RACK FOR PV PANELS 61 22. WITH SINGLE EXTERIOR DOOR METAL INSET GLAZING AND STATIONARY PANEL 53 30. RACK FOR PV PANELS 22. SINGLE 22. EXTERIOR SINGLE EXTERIOR METAL DOOR WITH INSET GLAZING INSET AND GLAZING STATIONARY AND STATIONARY PANEL WITHPANEL 86. EXISTING TREE PARTIALLY-THREADED STEEL BOLTS 90. 12' LONG X 8' WIDE X 3' HIGHDOOR 10-YARD ROLL OFFMETAL RECYCLING DUMPSTER 31. SOLAR THERMAL COLLECTOR PARTIALLY-THREADED PARTIALLY-THREADED STEEL BOLTS STEEL BOLTS 31. SOLAR THERMAL COLLECTOR 23. WITH DOUBLE EXTERIOR 32. RADIATOR FOR SOLAR THERMAL COLLECTOR 23. DOUBLE 23.EXTERIOR DOUBLE DOOR EXTERIOR METAL DOOR WITHMETAL INSET GLAZING INSET GLAZING DOOR METAL WITH INSET GLAZING 87. EXISTING LAMP POST PROVIDED BY GENERAL CONTRACTOR 33. 4” CELLULAR POLYCARBONATE INTERLOCKING PANEL 54 53 32. RADIATOR FOR SOLAR THERMAL COLLECTOR 24. INTERIOR DOOR WOOD WITH INSET GLAZING 34. ⅝” TRIPLE WALL CELLULAR POLYCARBONATE 24. OFF INTERIOR 24. DOOR INTERIOR WOOD DOOR WITH WOOD INSET WITH GLAZING INSET GLAZING 88. EXISTING CURB AND SIDEWALK 51 35. POLYCARBONATE EDGE DETAIL 91. 35' ROLL TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED BY GENERAL 33. 4” CELLULAR POLYCARBONATE INTERLOCKING PANEL 36. ALUMINUM FRAMING FOR POLYCARBONATE 25. INTERIOR DOOR WOOD 19 53 25. INTERIOR 25. DOOR INTERIOR WOOD DOOR WOOD 89. EXISTING PLUMBING EASEMENT/CONNECTIONS 37. SHIM/BLOCKING CONTRACTOR 53 54 53 54 38. 3/4" RIGID INSULATION 34. ⅝” TRIPLE WALL CELLULAR POLYCARBONATE 26. EXTERIOR METAL DOOR FRAME 54 54 26. CAPACITY EXTERIOR 26.NATIONAL METAL EXTERIOR DOOR METAL FRAME DOOR FRAME 90. 12' LONG X 8' WIDE X 3' HIGH 10-YARD ROLL OFF RECYCLING DUMPSTER 39. 1" RIGID INSULATION 92. 50-TON CRANE NBT50 MOUNTED ON A PETERBILT 359 4-AXLE 40. APA RATED OSB PLYWOOD SHEATHING FOR WALLS 35. POLYCARBONATE EDGE DETAIL 27. INTERIOR METAL DOOR FRAME 27. INTERIOR METAL INTERIOR DOOR METAL FRAME DOOR FRAME PROVIDED BY GENERAL CONTRACTOR 41. OSB PLYWOOD SUBFLOOR CHASSIS WITH A27. 102’-0” BOOM LENGTH PROVIDED BY GENERAL CONTRACTOR 42. CLOSED CELL INSULATION 36. ALUMINUM FRAMING FOR POLYCARBONATE 28. LADDER TO LOFT 28.W/LIFT TO LADDER LOFT LOFT 43. BIRCH PLYWOOD / RIGID INSULATION COMPOSITE CONSTRUCTION 91. 35' ROLL OFF TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED93. BY GENERAL FLAT28. BEDLADDER TRUCK GATETO FOR PORTABLE TOILET SERVICING PROVIDED BY 44. 1” x 3” WOOD FURRING STRIPS 37. SHIM/BLOCKING PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE 53 53 45. WALL MEMBRANE CCW 705 29. PV PANELS 29. BP5170 PV PANELS BP SOLAR BP5170MONO-CRYSTALLINE BP SOLAR 29. MONO-CRYSTALLINE CONTRACTOR GENERAL CONTRACTOR 53 46. ICE AND WATER SHIELD 61 53 38. 3/4" RIGID INSULATION 30. RACK FOR PV PANELS 61 53 53 47. TCS GUTTER 30.4-AXLE RACK FOR 30. PV RACK PANELS FOR PV PANELS 92. 50-TON CAPACITY NATIONAL CRANE NBT50 MOUNTED ON61 A PETERBILT 359 53 94. TEMPORARY ELECTRICAL SERVICE, 4 GFCI DUPLEX OUTLETS PROVIDED BY 48. TCS FLASHING 39. 1" RIGID INSULATION 31. SOLAR THERMAL COLLECTOR 49. 10 GA GALVANIZED CARBON STEEL COLLAR 31. SOLAR 31. THERMAL SOLARCOLLECTOR THERMAL COLLECTOR CHASSIS WITH A 102’-0” BOOM LENGTH PROVIDED BY GENERAL CONTRACTOR ELECTRICAL CONTRACTOR 50. 20 GA GALVANIZED STEEL 40. APA RATED OSB PLYWOOD SHEATHING FORBRACKETS, WALLS 32. COLLECTOR RADIATOR FOR SOLAR THERMAL COLLECTOR 51. PREFAB 5/16” THK WELDED STEEL PLATE 32. BY RADIATOR 32. FOR RADIATOR SOLAR FOR THERMAL SOLARCOLLECTOR THERMAL 93. FLAT 53BED TRUCK W/LIFT GATE FOR PORTABLE TOILET SERVICING 95. PROVIDED SCAFFOLDING 52. 3-1/2” X 9-1/4” PSL MEMBER 53 53 41. OSB PLYWOOD SUBFLOOR 33.INTERLOCKING 4”PANEL CELLULARPANEL POLYCARBONATE INTERLOCKING PANEL 53. LVL MEMBER 33. 4” CELLULAR 33. 4” POLYCARBONATE CELLULAR POLYCARBONATE INTERLOCKING GENERAL CONTRACTOR 54. 2”X4” DIMENSIONAL LUMBER 96. PORCELAIN CAROMA DUAL 53 FLUSH TOILET 54 55. 2”X6” DIMENSIONAL LUMBER 42. CLOSED CELL INSULATION 34. ⅝” TRIPLE WALL CELLULAR POLYCARBONATE 53 53 54 54 34. TRIPLE 34.SINK WALL ⅝” TRIPLE CELLULAR WALLPOLYCARBONATE CELLULAR POLYCARBONATE 94. TEMPORARY ELECTRICAL SERVICE, 4 GFCI DUPLEX BY ⅝” HAND 56. 2”X10" DIMENSIONAL LUMBER 53 OUTLETS PROVIDED 97. PORCELAIN 57.COMPOSITE 2"X12" DIMENSIONAL LUMBER 43. BIRCH PLYWOOD / RIGID INSULATION58. CONSTRUCTION 35. POLYCARBONATE EDGE DETAIL 35. POLYCARBONATE 35. POLYCARBONATE EDGE DETAIL EDGE DETAIL ELECTRICAL CONTRACTOR COMPOSITE LUMBER DECKING 98. BATHROOM FIXTURES 53 59. COMPOSITE LUMBER RAILING 44. 1” x 3” WOOD FURRING STRIPS 36. ALUMINUM FRAMING FOR POLYCARBONATE 69 36. ALUMINUM 36. FRAMING ALUMINUM FOR FRAMING POLYCARBONATE FOR POLYCARBONATE 95. SCAFFOLDING 60. COMPOSITE LUMBER RISERS 4 99. OAK RAILING 3' 6-1/8" LONG X 1' 0-9/16" WIDE, 44" ABOVE FLOOR 61. 10 ¼” THK SIP 45. WALL MEMBRANE CCW 705 37. SHIM/BLOCKING 62. ¾” THK PLYWOOD 37. SHIM/BLOCKING 37. BATHROOM SHIM/BLOCKING 37 96. PORCELAIN CAROMA DUAL FLUSH TOILET 100. ¾” THICK X 3” WIDE DECKING 53 63. ⅜” THK PLYWOOD 46. ICE AND WATER SHIELD 38. 3/4" RIGID INSULATION 53 53 BEAM TO COLUMN BRIDLE JOINT 64. WR GRACE WATERPROOF MEMBRANE 101 38. SUPPORT 3/4" RIGID 38.FOR INSULATION 3/4" RIGIDFLOOR INSULATION 97. PORCELAIN HANDLUMBER SINK 101. METAL RAISED PANEL 65. 2’ 1-¾” LVL BLOCKING 47. TCS GUTTER 39. 1" RIGID INSULATION 66. C 10X22 STEEL CHANNEL 39. 1" RIGID 39.INSULATION 1" RIGID INSULATION 98. BATHROOM FIXTURES 102. CONTINUOUS PIANO HINGE 53 53 67. WT 9X32.5 STEEL SECTION 51 37 37 37 37 48. TCS FLASHING 40. WALLS APA RATED OSB PLYWOOD SHEATHING FOR WALLS 69 68. 18” DIA. CAST CONCRETE FOOTING W/ #4 BAR AND STL BEARING PLATE 40. PLYWOOD APA RATED 40.FLOOR APA OSBPANEL RATED PLYWOOD OSBSHEATHING PLYWOOD SHEATHING FOR FOR WALLS 99. OAK RAILING 3' 6-1/8" LONG X 1' 0-9/16" WIDE, 44" ABOVE FLOOR 103. 4”X3/4” 69. 3½” THK POURED CONCRETE SLAB W/ EMBEDDED PEX TUBING 49. 10 GA GALVANIZED CARBON STEEL COLLAR 70. LIGHT FIXTURE PLYWOOD 41. OSBSUBFLOOR PLYWOOD SUBFLOOR 41. OSB PLYWOOD SUBFLOOR 100. ¾” THICK X 3” WIDE BATHROOM DECKING 71. STAINLESS STEEL BAR HANDLE 104. 2”X2”41. LVL OSB FLOOR SPACER 69 50. 20 GA GALVANIZED STEEL 72. WOODEN CUBBY STEEL FOR TENSILE CABLE 42. FLOOR CLOSED 42.CELL CLOSED INSULATION CELL INSULATION 42. CLOSED CELL INSULATION 101. METAL SUPPORT RAISED FLOOR PANEL 73. WOODEN KITCHEN CABINETRY SET 105. STEEL RISER 74. STAINLESS MICROWAVE 51. PREFAB BRACKETS, 5/16” THK WELDED STEELSTEEL PLATE 43. BIRCH PLYWOOD / RIGID INSULATION COMPOSITE CONSTRUCTION 43. BIRCH 43. PLYWOOD BIRCH / PLYWOOD RIGID INSULATION / RIGID INSULATION COMPOSITE COMPOSITE CONSTRUCTION CONSTRUCTION 102. CONTINUOUS PIANO HINGE 75. STAINLESS STEEL OVEN 51 37 37 37 37 51 76. STAINLESS STEEL STOVE 52. 3-1/2” X 9-1/4” PSL MEMBER 53 44. 1” x 3” WOOD 44. 1”FURRING x 3” WOOD STRIPS FURRING STRIPS44. 1” x 3” WOOD FURRING STRIPS 103. 4”X3/4” PLYWOOD FLOOR PANEL 77. OPEN CELL SPRAY FOAM INSULATION 53 51 41 78. SEE MECHANICAL KEYNOTES 53. LVL MEMBER 45. WALL MEMBRANE CCW 705 45. WALL MEMBRANE 45. WALL MEMBRANE CCW 705 CCW 705 79. PREFAB BRACKETS, 1/2” THK STEEL PLATE 104. 2”X2” LVL FLOOR SPACER 66 80. OSHA-COMPLIANT CRANE HOOK STEEL TENSILE CABLE 54. 2”X4” DIMENSIONAL LUMBER 46. ICE AND WATER SHIELD 81. SPREADER BAR 46. ICE AND 46.WATER ICE AND SHIELD WATER SHIELD 105. STEEL FLOOR RISER 54 82. 8' 0" TALL CONSTRUCTION FENCE AT WORK AREA BOUNDARY BY GENERAL 55. 2”X6” DIMENSIONAL LUMBER 47. TCS GUTTER CONTRACTOR 47. TCS GUTTER 47. TCS GUTTER 83. PORTABLE TOILET PROVIDED BY GENERAL CONTRACTOR 52 56. 2”X10" DIMENSIONAL LUMBER 48. TCS FLASHING 53 84. 30 YARD ROLL OFF DUMPSTER PROVIDED BY GENERAL CONTRACTOR 48. TCS FLASHING 48. TCS FLASHING 51 85. 180 DEGREE ACCESS GATE PROVIDED BY GENERAL CONTRACTOR 51 57. 2"X12" DIMENSIONAL LUMBER 49. 10 GA GALVANIZED CARBON STEEL COLLAR 86. EXISTING TREE 49. 10 GA GALVANIZED 49. 10 GA GALVANIZED CARBON STEEL CARBON COLLAR STEEL COLLAR 51 87. EXISTING LAMP POST 58. COMPOSITE LUMBER DECKING 50. 20 GA GALVANIZED STEEL 88. EXISTING CURB AND SIDEWALK 52 50. 20 GA GALVANIZED 50. 20 GA GALVANIZED STEEL STEEL 19 89. EXISTING PLUMBING EASEMENT/CONNECTIONS 59. COMPOSITE LUMBER RAILING 90. 12' LONG X 8' WIDE X 3' HIGH 10-YARD ROLL OFF RECYCLING DUMPSTER 51. PREFAB BRACKETS, 51. PREFAB 51.BRACKETS, PREFAB BRACKETS, 5/16” THK WELDED 5/16” THK STEEL WELDED PLATE STEEL PLATE 5/16” THK WELDED STEEL PLATE 69 PROVIDED BY GENERAL CONTRACTOR 51 91. 35' ROLL OFF TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED BY GENERAL 60. COMPOSITE LUMBER RISERS 4 53 53 52. 3-1/2” X52. 9-1/4” 3-1/2” PSL XMEMBER 9-1/4” PSL MEMBER 52. 3-1/2” X 9-1/4” PSL MEMBER CONTRACTOR 53 53 51 92. 50-TON CAPACITY NATIONAL CRANE NBT50 MOUNTED ON A PETERBILT 359 4-AXLE 61. 10 ¼” THK SIP 53. LVL MEMBER 53. LVL MEMBER 53. LVL MEMBER CHASSIS WITH A 102’-0” BOOM LENGTH PROVIDED BY GENERAL CONTRACTOR 93. FLAT BED TRUCK W/LIFT GATE FOR PORTABLE TOILET SERVICING PROVIDED BY 53 62. ¾” THK PLYWOOD 37 53 54. 2”X4” DIMENSIONAL 54. 2”X4” DIMENSIONAL LUMBER LUMBER 54. 2”X4” DIMENSIONAL LUMBER GENERAL CONTRACTOR 94. TEMPORARY ELECTRICAL SERVICE, 4 GFCI DUPLEX OUTLETS PROVIDED BY 63. ⅜” THK PLYWOOD ELECTRICAL CONTRACTOR 55. 2”X6” DIMENSIONAL 55. 2”X6” DIMENSIONAL LUMBER LUMBER 55. 2”X6” DIMENSIONAL LUMBER 52 LUMBER BEAM TO COLUMN BRIDLE JOINT 95. SCAFFOLDING 64. WR GRACE WATERPROOF MEMBRANE 101 53 96. PORCELAIN CAROMA DUAL FLUSH TOILET 56. 2”X10" 56. DIMENSIONAL 2”X10" DIMENSIONAL LUMBER LUMBER 56. 2”X10" DIMENSIONAL LUMBER 53 53 97. PORCELAIN HAND SINK 65. 2’ 1-¾” LVL BLOCKING 57. 2"X12" DIMENSIONAL LUMBER 98. BATHROOM FIXTURES 53 57. 2"X12" 57. DIMENSIONAL 2"X12" DIMENSIONAL LUMBER LUMBER 99. OAK RAILING 3' 6-1/8" LONG X 1' 0-9/16" WIDE, 44" ABOVE FLOOR 53 66. C 10X22 STEEL CHANNEL 100. ¾” THICK X 3” WIDE BATHROOM DECKING 58. COMPOSITE 58. COMPOSITE LUMBER DECKING LUMBER DECKING58. COMPOSITE LUMBER DECKING 101. METAL SUPPORT FOR RAISED FLOOR PANEL 67. WT 9X32.5 STEEL SECTION 59. COMPOSITE LUMBER RAILING 102. CONTINUOUS PIANO HINGE 51 37 37 37 37 LOFT BASE JOINT 52 59. COMPOSITE 59. COMPOSITE LUMBER RAILING LUMBER RAILING 103. 4”X3/4” PLYWOOD FLOOR PANEL 69 2”X2”BAR LVL FLOOR SPACERSTL BEARING PLATE 68. 18” DIA. CASTSTEEL CONCRETE FOOTING W/104.#4 AND 4 TENSILE CABLE 60. COMPOSITE 60. COMPOSITE LUMBER RISERS LUMBER RISERS 60. COMPOSITE LUMBER RISERS 4 4 105. STEEL FLOOR RISER 69 69. 3½” THK POURED CONCRETE SLAB W/ EMBEDDED PEX TUBING 61. 10 ¼” THK SIP 61. 10 ¼” THK 61. SIP 10 ¼” THK SIP 51 70. LIGHT FIXTURE 62. ¾” THK PLYWOOD 37 62. 62. ¾” THK PLYWOOD ¾” THK PLYWOOD 37 37 LOFT BASE JOINT 71. STAINLESS STEEL BAR HANDLE 63. ⅜” THK PLYWOOD 63. ⅜” THK63. PLYWOOD ⅜” THK PLYWOOD 51 EAM TO COLUMN BRIDLE JOINT 69 72. WOODEN CUBBY 64. WR GRACE WATERPROOF MEMBRANE 101 64. WR GRACE 64. WATERPROOF WR GRACE WATERPROOF MEMBRANE MEMBRANE 101 101 69 73. WOODEN KITCHEN CABINETRY SET 65. 2’ 1-¾” LVL BLOCKING 65. 2’ 1-¾” 65. LVL BLOCKING 2’ 1-¾” LVL BLOCKING 53 NOT TO SCALE 74. STAINLESS STEEL MICROWAVE 66. C 10X22 STEEL CHANNEL 66. C 10X22 66.STEEL C 10X22 CHANNEL STEEL CHANNEL 52 75. STAINLESS STEEL OVEN 67. WT 9X32.5 67. STEEL WT 9X32.5 SECTION STEEL SECTION 67. WT 9X32.5 STEEL SECTION 51 69 76. STAINLESS STEEL STOVE 68. AND 18” CAST CONCRETE FOOTING 69 69 LOFT BASE JOINT 68. 18” DIA.68. CAST 18”CONCRETE DIA. CAST CONCRETE FOOTING W/FOOTING #4 BAR W/ DIA. #4 STL BAR BEARING AND STL PLATE BEARING PLATEW/ #4 BAR AND STL BEARING PLATE 77. OPEN CELL SPRAY FOAM INSULATION 69. 3½” THK69TUBING POURED CONCRETE 69. 3½” THK 69.POURED 3½” THK CONCRETE POURED CONCRETE SLAB W/ EMBEDDED SLAB W/ EMBEDDED PEX PEX TUBING SLAB W/ EMBEDDED PEX TUBING NOT TO SCALE 41 78. SEE MECHANICAL KEYNOTES 70. LIGHT FIXTURE 70. LIGHT FIXTURE 70. LIGHT FIXTURE STRUCTURE EXPLODED PERSPECTIVE 79. PREFAB BRACKETS, 1/2” THK STEEL PLATE 71. STAINLESS STEEL BAR HANDLE 71. STAINLESS 71. STEEL STAINLESS BAR HANDLE STEEL BAR HANDLE NOT TO SCALE 66 69 THE 5/16" THK STEEL PLATE 80. OSHA-COMPLIANT CRANE HOOK 72. WOODEN CUBBY 69 69 72. WOODEN 72. CUBBY WOODEN CUBBY 19 OF 37 81. SPREADER BAR 73. WOODEN KITCHEN CABINETRY SET 73. WOODEN 73. KITCHEN WOODEN CABINETRY KITCHEN CABINETRY SET SET 54 82. 8' 0" TALL CONSTRUCTION FENCE AT WORK AREA BOUNDARY BY GENERAL 74. STAINLESS STEEL MICROWAVE 74. STAINLESS 74. STEEL STAINLESS MICROWAVE STEEL MICROWAVE THE 5/16" THK STEEL PLATE 19 OF 37 CONTRACTOR 75. STAINLESS STEEL OVEN 75. STAINLESS 75. STEEL STAINLESS OVENSTEEL OVEN THE 5/16" THK STEEL PLATE 51 83. PORTABLE TOILET PROVIDED BY GENERAL CONTRACTOR 76. STAINLESS STEEL STOVE 51 51 52 76. STAINLESS 76. 19 STEEL STAINLESS STOVE STEEL STOVE OF 37 84. 30 YARD ROLL OFF DUMPSTER PROVIDED BY GENERAL CONTRACTOR 77. OPEN CELL SPRAY FOAM INSULATION 77. OPEN CELL 77. OPEN SPRAYCELL FOAM SPRAY INSULATION FOAM INSULATION 41 85. 180 DEGREE ACCESS GATE PROVIDED BY GENERAL CONTRACTOR 41 41 78. SEE MECHANICAL 78. SEE MECHANICAL KEYNOTES KEYNOTES 78. SEE MECHANICAL KEYNOTES 86. EXISTING TREE 79. PREFAB 79. PREFAB 79.BRACKETS, PREFAB BRACKETS, 1/2” THK STEEL 1/2” PLATE THK STEEL PLATE BRACKETS, 1/2” THK STEEL PLATE 51 66 87. EXISTING LAMP POST 80. OSHA-COMPLIANT CRANE HOOK 66 66 80. OSHA-COMPLIANT 80. OSHA-COMPLIANT CRANE HOOK CRANE HOOK 88. EXISTING CURB AND SIDEWALK 81. SPREADER BAR 81. SPREADER 81. BAR SPREADER BAR 52 54 89. EXISTING PLUMBING EASEMENT/CONNECTIONS 82.AREA 8' 0" TALLAREA CONSTRUCTION FENCE AT WORK AREA BOUNDARY BY19GENERAL 54 54 82. 8' 0" TALL 82. CONSTRUCTION 8' 0" TALL CONSTRUCTION FENCE AT WORK FENCE AT WORK BOUNDARY BOUNDARY BY GENERAL BY GENERAL 90. 12' LONG X 8' WIDE X 3' HIGH 10-YARD ROLL OFF RECYCLING DUMPSTER CONTRACTOR CONTRACTOR CONTRACTOR PROVIDED BY GENERAL CONTRACTOR 83. PORTABLE TOILET PROVIDED BY GENERAL CONTRACTOR 52 83. PORTABLE 83. TOILET PORTABLE PROVIDED TOILETBY PROVIDED GENERAL BYCONTRACTOR GENERAL CONTRACTOR 52 52 51 91. 35' ROLL OFF TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED BY GENERAL 30 YARDBYROLL OFF DUMPSTER PROVIDED BY GENERAL CONTRACTOR 84. 30 YARD 84.ROLL 30 YARD OFF DUMPSTER ROLL OFF DUMPSTER PROVIDED84. BY PROVIDED GENERAL CONTRACTOR GENERAL CONTRACTOR 53 GENERAL NOTES: GENERAL NOTES: CONTRACTOR 85. 180 DEGREE ACCESS GATE PROVIDED BY GENERAL CONTRACTOR 85. 180 DEGREE 85. 180 ACCESS DEGREE GATE ACCESS PROVIDED GATEBY PROVIDED GENERAL BYCONTRACTOR GENERAL CONTRACTOR 1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD359 4-AXLE 92. 50-TON CAPACITY NATIONAL CRANE PROPERTY NBT50OFMOUNTED ON A PETERBILT 86. EXISTING TREE 1. THESE DOCUMENTS ARE THE COPYRIGHTE 86. EXISTING 86. TREE EXISTING TREE STUDIO (UDBS). THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED 61 51 FOR ANY PURPOSE OTHER THAN INTENDED AND AS STIPULATED 51 51 CHASSIS WITH A 102’-0” BOOM LENGTH PROVIDED BYORIGINALLY GENERAL CONTRACTOR 87. EXISTING LAMP POST 87. EXISTING 87. LAMP EXISTING POST LAMP POST ON THE COVER SHEET AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PROPERTY OF THE CARNEGIE MELLON UNIVE PURPOSE, SPECIFICALLY STIPULATEDSERVICING OR NOT, SHALL BE GRANTED ONLY VIA HARD HAT 93. FLAT BED TRUCK W/LIFT GATE FOR PORTABLE TOILET PROVIDED BY 88. EXISTING CURB AND SIDEWALK 88. EXISTING 88. CURB EXISTING AND SIDEWALK CURB AND SIDEWALK 52 AUTHORIZED WRITING BY THE CARNEGIE MELLON UNIVERSITY URBAN DESIGN BUILD 52 52 53 STUDIO (UDBS). THE DOCUMENTS ARE NOT T STUDIO AND ITS DIRECTOR, JOHN FOLAN AIA, LEED AP. 19 HIGH VISIBILITY VEST GENERAL CONTRACTOR 89. EXISTING PLUMBING EASEMENT/CONNECTIONS 19 19 2. NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED 89. EXISTING 89. PLUMBING EXISTINGEASEMENT/CONNECTIONS PLUMBING EASEMENT/CONNECTIONS TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES WINDOW HANGAR FOR ANY PURPOSE OTHER THAN ORIGINALLY 94. TEMPORARY ELECTRICAL SERVICE, 4UTILIZING GFCI DUPLEX OUTLETS PROVIDED BY 90.OFF12'RECYCLING LONGOFF X 8' RECYCLING WIDE X 3' HIGH 10-YARD ROLL OFF RECYCLING DUMPSTER THESE DOCUMENTS FOR COST ESTIMATION, BIDDING, QUANTITY WORK GLOVES 90. 12' LONG 90.X 8'12'WIDE LONG X 3' X 8' HIGH WIDE 10-YARD X 3' HIGH ROLL 10-YARD ROLL DUMPSTER DUMPSTER SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND 19 ELECTRICAL CONTRACTOR PROVIDED BY GENERAL CONTRACTOR INFORMATION LOCATED ON THIS SHEET AND ALL "G" SERIES (GENERAL ON THE COVER SHEET AND TITLE BLOCK. USE PROVIDED BY PROVIDED GENERALBYCONTRACTOR GENERAL CONTRACTOR INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS 51 95. SCAFFOLDING 91. 35'OFROLL OFF TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED BY GENERAL GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX 51 51 91. 35' ROLL 35'TRUCK ROLL OFF FORTRUCK DELIVERY FOROF DELIVERY DUMPSTERS DUMPSTERS PROVIDED BY PROVIDED GENERAL BY GENERAL PURPOSE, SPECIFICALLY STIPULATED OR NO BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL 53 91.OFF CARLISLE CCW 53 53 96. PORCELAIN CAROMA DUAL FLUSH TOILET CONTRACTOR INFORMATION AND DATA SHEET(S) ("G") PROVIDE CODE, PROCEDURAL AND USE CONTRACTOR CONTRACTOR GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL 7. ONCE THE WINDOW IS FREE, TRANSPORT AUTHORIZED WRITING BY THE CARNEGIE ME 97. PORCELAIN HAND SINK BIDDERS, ESTIMATING, AND PRICING SHALL UTILIZE COMPLETE SETS OF THE 92.MOUNTED 50-TON CAPACITY NATIONAL CRANE 359 NBT50 MOUNTED ON A PETERBILT 359 4-AXLE THE DECONSTRUCTED WINDOW TO THE 92. 50-TON92. CAPACITY 50-TONNATIONAL CAPACITYCRANE NATIONAL NBT50 CRANE NBT50ON MOUNTED A PETERBILT ON A 359 PETERBILT 4-AXLE 4-AXLE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND DESIGNATED MATERIAL STORAGE LOCATION CONSTRUCTING. NEITHER THE OWNER, ARCHITECT, NOT URBAN DESIGN BUILD 98. BATHROOM FIXTURES CHASSIS WITH ABY102’-0” BOOMCONTRACTOR LENGTH PROVIDED53 BY GENERAL CONTRACTOR (2 PEOPLE) STUDIO AND ITS DIRECTOR, JOHN FOLAN AIA CHASSIS WITH CHASSIS A 102’-0” WITH BOOM A 102’-0” LENGTH BOOM PROVIDED LENGTH BY PROVIDED GENERAL CONTRACTOR GENERAL STUDIO (UDBS) ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR 2 9 O C T MISINTERPRETATIONS FROMFLOOR THE USE OF INCOMPLETE SETS OF 99. OAK RAILING 3' 6-1/8" LONG X 1' 0-9/16" WIDE, 44"RESULTING ABOVE BED TRUCK W/LIFT GATE BY FOR PORTABLE 93. FLAT BED 93. 26TRUCK FLAT BED W/LIFT TRUCK GATEW/LIFT FOR PORTABLE GATE93. FORFLAT TOILET PORTABLE SERVICING TOILET PROVIDED SERVICING PROVIDED BY TOILET SERVICING PROVIDED BY 2 0 1 8 BIDDING AND/OR CONSTRUCTION DOCUMENTS. 2. NONE OF THE DOCUMENTS INCLUDED IN T 61 53 3. EXISTING SITE CONDITIONS WILL REMAIN UNLESS NOTED OTHERWISE 53 53 F O R 100. ¾” THICK X 3” WIDE BATHROOM DECKING GENERAL CONTRACTOR HARD HAT GENERAL CONTRACTOR GENERAL CONTRACTOR 4. MATERIAL YIELD WILL BE TRANSPORTED TO PROJECT RE_ UNLESS NOTED D E C O N TAR MASTIC TO BE CONSIDERED IN ISOLATION OF ONE AN OTHERWISE 101. METAL SUPPORT FOR RAISED FLOOR PANEL 94. TEMPORARY ELECTRICAL SERVICE, 4 GFCI DUPLEX OUTLETS PROVIDED BY MEP 15 94. TEMPORARY 94. 26 TEMPORARY ELECTRICALELECTRICAL SERVICE, 4 GFCI SERVICE, DUPLEX 4 GFCI OUTLETS DUPLEX PROVIDED OUTLETSBY PROVIDED BY 63 102. CONTINUOUS PIANO HINGE ELECTRICAL CONTRACTOR UTILIZING THESE DOCUMENTS FOR COST EST 51 37 37 37 37 HAMMER ELECTRICALELECTRICAL CONTRACTOR CONTRACTOR STEEL CROWBAR 103. 4”X3/4” PLYWOOD FLOOR PANEL 95. SCAFFOLDING 95. SCAFFOLDING 95. SCAFFOLDING SURVEY, AND/OR CONSTRUCTION SHALL CON 19 104. 2”X2” LVL FLOOR SPACER 96. TOILET PORCELAIN CAROMA DUAL FLUSH TOILET 96. PORCELAIN 96. 26 PORCELAIN CAROMA DUAL CAROMA FLUSHDUAL TOILET FLUSH STEEL TENSILE CABLE KEY NOTES: WINDOW HANGAR INFORMATION LOCATED ON THIS SHEET AND 105. STEEL FLOOR RISER 97. PORCELAIN HAND SINK ¾” THK CEDAR EXTERIOR CLADDING 1. 97. PORCELAIN 97. PORCELAIN HAND SINK HAND SINK 2. RED MAPLE INTERIOR CLADDING INFORMATION AND DATA) SHEETS FOR INFOR 98. BATHROOM FIXTURES 3. ¼” CYPRESS PLYWOOD 53 98. BATHROOM 98. 26 BATHROOM FIXTURES FIXTURES 4. ¾” THK x 3” WIDE OAK INTERIOR TONGUE-AND-GROOVE CLADDING 53 53 6. WITH A STEEL CROWBAR AND HAMMER, DIG 51 5. ⅜” THK OAK INTERIOR CEILING PANELS 99.0-9/16" RAILING 6-1/8" FLOOR LONG X 1' 0-9/16" WIDE, 44" ABOVE FLOOR GOVERNING WORK DESCRIBED IN DOCUMEN 99. OAK RAILING 99. OAK 3' 6-1/8" RAILING LONG 3' 6-1/8" X 1' 0-9/16" LONGWIDE, X 1' 44"OAK ABOVE WIDE, FLOOR 44" 3' ABOVE INTO THE WOOD BLOCKING UNDERNEATH THE 6. 1" BIRCH HARDWOOD TRIM WITH P.U. COATING WINDOW, THEN PUSH OUTWARDS ON THE 7. 1/2" DOMESTIC BIRCH PLYWOOD SHEATHING WITH P.U. COATING ¾” E01 THICK X 3” WIDE BATHROOM DECKING CROWBAR TO FREE THE WINDOW. REPEAT 100. ¾” THICK 100.X 3” ¾”WIDE THICKBATHROOM X 3” WIDE BATHROOM DECKING 100. DECKING 8. BIRCH HARDWOOD DADO BORDER WITH P.U. COATING BEFORE PROCEEDING WITH PROCUREMENT ALONG THE BOTTOM OF THE WINDOW, THEN 9. ¼” ASH PLYWOOD VENEER 101. METAL SUPPORT FOR RAISED FLOOR PANEL PUSHING THE WINDOW MANUALLY OUTWARDS 101. METAL101. SUPPORT METALFOR SUPPORT RAISEDFOR FLOOR RAISED PANEL FLOOR PANEL 10. GYPSUM WALL BOARD AS POSSIBLE. BE SURE THAT PEOPLE ARE INFORMATION AND DATA SHEET(S) ("G") PROV 11. BACKER ROD WITH DRY CAULK READY OUTSIDE TO CATCH THE WINDOW (4 51 37 37 37 37 102. CONTINUOUS 102. CONTINUOUS PIANO HINGE PIANO HINGE 102. CONTINUOUS PIANO HINGE 12. HARDWOOD TRACK SHOE WITH GASKET SEAL 51 37 51 37 37 37 37 37 PEOPLE, 1 TO PRY, 1 TO PUSH ON INSIDE, 2 TO 13. BIFOLD DOOR TRACK 111 SERIES BY JOHNSON HARDWARE 103. 4”X3/4” PLYWOOD FLOOR PANEL RECEIVE ON OUTSIDE) GUIDELINES GOVERNING ALL BID AND/OR CO 14. MILLED HARDWOOD DOOR WITH GASKET SEAL 51 103. 4”X3/4”103. PLYWOOD 4”X3/4”FLOOR PLYWOOD PANEL FLOOR PANEL F 15. STANDING SEAM METAL ROOFING 26 104. 2”X2” LVL FLOOR SPACER 16. PERFORATED METALWORK 2”X2” CABLE LVL 104.FLOOR 2”X2” SPACER LVL FLOOR SPACER BIDDERS, ESTIMATING, AND PRICING SHALL U STEEL104. TENSILE 17. SOLID GALVANIZED STEEL AWNING STEEL TENSILE CABLE STEEL TENSILE CABLE TAR MASTIC 105. STEEL FLOOR RISER 18. PERFORATED GALVANIZED STEEL AWNING 105. STEEL105. FLOOR STEEL RISER FLOOR RISER 51 SIMPSON STRONG-TIE 2"X4" 20-GAUGE FACE
53
URBAN DESIGN BUILD STUDIO CARNEGIE MELLON UNIVERISTY 5 0 0 0 F O R B E S A V E N U E 201 COLLEGE OF FINE ARTS P I T T S B U R G H , P A 1 5 2 1 3
URBAN DESIGN BUILD STUDIO CARNEGIE MELLON UNIVERISTY 5 0 0 0 F O R B E S A V E N U E 201 COLLEGE OF FINE ARTS P I T T S B U R G H , P A 1 5 2 1 3
5000 FORBES AVENUE PITTSBURGH, PA 15213
5000 FORBES AVENUE DE_CON 01 PITTSBURGH, PA 15213
DE_CON 01 STRUCTURE PERSPECTIVE
4 EXP ODED AP
LOFT BASE JOINT
1 1
1
1
G
A
NOT TO SCALE
B
B
C
4. UNFASTEN THE SCREWS TO FREE THE WINDOW HANGARS FROM THE VERTICAL LVL MEMBERS (1 PERSON)
STRUCTURE EXPLODED PERSPECTIVE STRUCTURE STRUCTURE EXPLODED EXPLODED PERSPECTIVE PERSPECTIVE NOT TO SCALE NOT TO SCALE
THE 5/16" THK STEEL PLATE
NOT TO SCALE
3/8" OAK CEILING PANEL
1" OAK TRIM
HARD HAT
STEEL CROWBAR
SAFETY GLASSES HAMMER
D
E
3. ON THE INSIDE OF THE WINDOW, BEGIN BY USING A STEEL CROWBAR AND HAMMER TO PRY OFF THE OAK TRIM NAILED TO THE ASSEMBLY (1 PERSON)
THE 5/16" THK STEEL PLATE
19 DESIGNATOR A B C D E F G H J K
20 5/16" SOCKET BIT
5/16" X 2" PHILLIPS PAN HEAD SCREW*
POWER DRILL
2. IF AN OPERABLE WINDOW, THE WINDOW MUST FIRST BE OPENED, THE SCREW UNFASTENED, THEN THE WINDOW CLOSED AGAIN *NOTE: IN SOME CASES, MAY BE A #2 X 2" PHILLIPS PAN HEAD SCREW (1 PERSON)
NOT TO SCALE
FOAM PIPE INSULATION
CARLISLE CCW
63
MATERIALS REMOVED FOR REUSE: WINDOWS, WINDOW HANGARS, FASCIA BOARDS, 1" OAK TRIM
WINDOW TYPE FIXED FIXED FIXED FIXED FIXED AWNING-CASEMENT-AWNING AWNING AWNING AWNING FIXED
R.O. SIZE H W 191 4" 67" 191 4" 921 2" 191 4" 823 4" 291 2" 343 4" 291 2" 173 4" 291 2" 873 4" 191 4" 1151 4" 1 19 4" 921 2" 191 4" 823 4" N/A N/A
OF
37 19
OF
19
37
OF
37
GLAZING
FRAMING MATERIAL
HARDWARE
INTERIOR FINISH
EXTERIOR FINISH
MANUFACTURER
MODEL NO.
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD OAK WOOD
WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD
TRACO TRACO TRACO TRACO TRACO TRACO TRACO TRACO TRACO TRACO
TR-2000 TR-2000 TR-2000 TR-2000 TR-2000 TR-2000 TR-2000 TR-2000 TR-2000 TR-2000
NOTES
DOOR NO.
LOCATION
A01 A02 B01 C01 D01 E01 F01
VESTIBULE VESTIBULE MECHANICAL ROOM BATHROOM BEDROOM LIVING ROOM STORAGE ROOM
DOOR TYPE DBL FLUSH W/ PANELS DBL FLUSH W/ PANELS SGL FLUSH SGL FLUSH W/ PANELS SGL FLUSH W/ PANELS DBL FLUSH W/ PANELS SGL FLUSH
MANUFACTURER
MODEL
GLAZING
TRACO TRACO TRACO TRACO TRACO HURD TRACO
TR200 TR200 TR200 TR200 TR200 OUTSWING FRENCH TR200
YES YES NO YES YES YES NO
W 36" 36" 36" 36" 36" 36" 36"
R.O. SIZE H 84" 84" 80" 80" 80" 84" 80"
THK 3 21" 3 21" 3 21" 3 21" 3 21" 3 21" 3 21"
JAMB X X X X X X X
DETAIL HEAD X X X X X X X
SILL X X X X X X X
FRAME
HARDWARE
METAL METAL OAK OAK OAK METAL OAK
#2 1 21 " PHILLIPS #2 1 21 " PHILLIPS #2 1 21 " PHILLIPS #2 1 21 " PHILLIPS #2 1 21 " PHILLIPS #2 1 21 " PHILLIPS #2 1 21 " PHILLIPS
FINISH
19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. 94.
NOT TO SCALE
FASCIA BOARDS
1. THE FASCIA BOARDS AROUND THE FIXED WINDOWS ON THE OUTSIDE MUST FIRST BE PRIED OFF USING A FLAT BAR AND HAMMER OR UNSCREWED USING A POWER DRILL WITH A SQUARE #2 BIT (2 PEOPLE, 1 TO PRY, 1 TO HOLD)
1 1 1 1 1 1 1 1 1 1
2 WINDOW SCHEDULE
SQUARE #2 SCREW
19
DISASSEMBLY TYPE
K
3 EXPLODED APERTURE PERSPECTIVE
19
THE 5/16" THK THE STEEL 5/16" PLATE THK STEEL PLATE
STRUCTURE PERSPECTIVE
LOFT BASE JOINT LOFT BASE JOINT 69
53
H
STRUCTURE EXPLODED PERSPECTIVE
AS3.13
53
WINDOW HANGAR POWER DRILL
69
H
LOFT BASE JOINT
TAR MASTIC 19
STRUCTURE PERSPECTIVE
53
52 #2 X 2" PHILLIPS PAN HEAD SCREW
69
J
STRUCTURE PERSPECTIVE
HARD HAT 53
52
NOT TO SCALE
51
AS3.13 AS3.13
69 52
4 EXPLODED APERTURE PERSPECTIVE
53
WINDOW HANGAR
NOTES
95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105.
FIXED WINDOW: REFERENCE AS2.11 AWNING WINDOW: REFERENCE AS2.11 MIXED TYPE WINDOW: REFERENCE AS2.11 SINGLE EXTERIOR DOOR METAL WITH INSET GLAZING AND STATIONARY PANEL DOUBLE EXTERIOR DOOR METAL WITH INSET GLAZING INTERIOR DOOR WOOD WITH INSET GLAZING INTERIOR DOOR WOOD EXTERIOR METAL DOOR FRAME INTERIOR METAL DOOR FRAME LADDER TO LOFT PV PANELS BP5170 BP SOLAR MONO-CRYSTALLINE RACK FOR PV PANELS SOLAR THERMAL COLLECTOR RADIATOR FOR SOLAR THERMAL COLLECTOR 4” CELLULAR POLYCARBONATE INTERLOCKING PANEL ⅝” TRIPLE WALL CELLULAR POLYCARBONATE POLYCARBONATE EDGE DETAIL ALUMINUM FRAMING FOR POLYCARBONATE SHIM/BLOCKING 3/4" RIGID INSULATION 1" RIGID INSULATION APA RATED OSB PLYWOOD SHEATHING FOR WALLS OSB PLYWOOD SUBFLOOR CLOSED CELL INSULATION BIRCH PLYWOOD / RIGID INSULATION COMPOSITE CONSTRUCTION 1” x 3” WOOD FURRING STRIPS WALL MEMBRANE CCW 705 ICE AND WATER SHIELD TCS GUTTER TCS FLASHING 10 GA GALVANIZED CARBON STEEL COLLAR 20 GA GALVANIZED STEEL PREFAB BRACKETS, 5/16” THK WELDED STEEL PLATE 3-1/2” X 9-1/4” PSL MEMBER LVL MEMBER 2”X4” DIMENSIONAL LUMBER 2”X6” DIMENSIONAL LUMBER 2”X10" DIMENSIONAL LUMBER 2"X12" DIMENSIONAL LUMBER COMPOSITE LUMBER DECKING COMPOSITE LUMBER RAILING COMPOSITE LUMBER RISERS 10 ¼” THK SIP ¾” THK PLYWOOD ⅜” THK PLYWOOD WR GRACE WATERPROOF MEMBRANE 2’ 1-¾” LVL BLOCKING C 10X22 STEEL CHANNEL WT 9X32.5 STEEL SECTION 18” DIA. CAST CONCRETE FOOTING W/ #4 BAR AND STL BEARING PLATE 3½” THK POURED CONCRETE SLAB W/ EMBEDDED PEX TUBING LIGHT FIXTURE STAINLESS STEEL BAR HANDLE WOODEN CUBBY WOODEN KITCHEN CABINETRY SET STAINLESS STEEL MICROWAVE STAINLESS STEEL OVEN STAINLESS STEEL STOVE OPEN CELL SPRAY FOAM INSULATION SEE MECHANICAL KEYNOTES PREFAB BRACKETS, 1/2” THK STEEL PLATE OSHA-COMPLIANT CRANE HOOK SPREADER BAR 8' 0" TALL CONSTRUCTION FENCE AT WORK AREA BOUNDARY BY GENERAL CONTRACTOR PORTABLE TOILET PROVIDED BY GENERAL CONTRACTOR 30 YARD ROLL OFF DUMPSTER PROVIDED BY GENERAL CONTRACTOR 180 DEGREE ACCESS GATE PROVIDED BY GENERAL CONTRACTOR EXISTING TREE EXISTING LAMP POST EXISTING CURB AND SIDEWALK EXISTING PLUMBING EASEMENT/CONNECTIONS 12' LONG X 8' WIDE X 3' HIGH 10-YARD ROLL OFF RECYCLING DUMPSTER PROVIDED BY GENERAL CONTRACTOR 35' ROLL OFF TRUCK FOR DELIVERY OF DUMPSTERS PROVIDED BY GENERAL CONTRACTOR 50-TON CAPACITY NATIONAL CRANE NBT50 MOUNTED ON A PETERBILT 359 4-AXLE CHASSIS WITH A 102’-0” BOOM LENGTH PROVIDED BY GENERAL CONTRACTOR FLAT BED TRUCK W/LIFT GATE FOR PORTABLE TOILET SERVICING PROVIDED BY GENERAL CONTRACTOR TEMPORARY ELECTRICAL SERVICE, 4 GFCI DUPLEX OUTLETS PROVIDED BY ELECTRICAL CONTRACTOR SCAFFOLDING PORCELAIN CAROMA DUAL FLUSH TOILET PORCELAIN HAND SINK BATHROOM FIXTURES OAK RAILING 3' 6-1/8" LONG X 1' 0-9/16" WIDE, 44" ABOVE FLOOR ¾” THICK X 3” WIDE BATHROOM DECKING METAL SUPPORT FOR RAISED FLOOR PANEL CONTINUOUS PIANO HINGE 4”X3/4” PLYWOOD FLOOR PANEL 2”X2” LVL FLOOR SPACER STEEL FLOOR RISER
4 EXP ODED APERTURE PERSPECT VE 1 DOOR SCHEDULE NOT TO SCALE
REQUIRES: 4 PEOPLE
19
17
2 W NDOW SCHEDU E
KEY NOTES: 1.37 ¾” THK CEDAR EXTERIOR CLADDING 2. RED MAPLE INTERIOR CLADDING 3. ¼” CYPRESS PLYWOOD 4. ¾” THK x 3” WIDE OAK INTERIOR TONGU 5. ⅜” THK OAK INTERIOR CEILING PANELS 6. 1" BIRCH HARDWOOD TRIM WITH P.U. CO 7. 1/2" DOMESTIC BIRCH PLYWOOD SHEAT 8. BIRCH HARDWOOD DADO BORDER WITH 9. ¼” ASH PLYWOOD VENEER 10. GYPSUM WALL BOARD 11. BACKER ROD WITH DRY CAULK 12. HARDWOOD TRACK SHOE WITH GASKET 13. BIFOLD DOOR TRACK 111 SERIES BY JO 14. MILLED HARDWOOD DOOR WITH GASKE 15. STANDING SEAM METAL ROOFING 16. PERFORATED METALWORK 17. SOLID GALVANIZED STEEL AWNING 18. PERFORATED GALVANIZED STEEL AWNI 19. FIXED WINDOW: REFERENCE AS2.11 20. AWNING WINDOW: REFERENCE AS2.11 21. MIXED TYPE WINDOW: REFERENCE AS2 22. SINGLE EXTERIOR DOOR METAL WITH IN 23. DOUBLE EXTERIOR DOOR METAL WITH I 24. INTERIOR DOOR WOOD WITH INSET GLA 25. INTERIOR DOOR WOOD 26. EXTERIOR METAL DOOR FRAME 27. INTERIOR METAL DOOR FRAME 28. LADDER TO LOFT 29. PV PANELS BP5170 BP SOLAR MONO-CR 30. RACK FOR PV PANELS 31. SOLAR THERMAL COLLECTOR 32. RADIATOR FOR SOLAR THERMAL COLLE 33. 4” CELLULAR POLYCARBONATE INTERLO 34. ⅝” TRIPLE WALL CELLULAR POLYCARBO 35. POLYCARBONATE EDGE DETAIL 36. ALUMINUM FRAMING FOR POLYCARBON 37. SHIM/BLOCKING 38. 3/4" RIGID INSULATION 39. 1" RIGID INSULATION 40. APA RATED OSB PLYWOOD SHEATHING 41. OSB PLYWOOD SUBFLOOR 42. CLOSED CELL INSULATION 43. BIRCH PLYWOOD / RIGID INSULATION CO 44. 1” x 3” WOOD FURRING STRIPS 45. WALL MEMBRANE CCW 705 46. ICE AND WATER SHIELD 47. TCS GUTTER 48. TCS FLASHING 49. 10 GA GALVANIZED CARBON STEEL COL 50. 20 GA GALVANIZED STEEL 51. PREFAB BRACKETS, 5/16” THK WELDED 52. 3-1/2” X 9-1/4” PSL MEMBER 53. LVL MEMBER 54. 2”X4” DIMENSIONAL LUMBER 55. 2”X6” DIMENSIONAL LUMBER 56. 2”X10" DIMENSIONAL LUMBER 57. 2"X12" DIMENSIONAL LUMBER 58. COMPOSITE LUMBER DECKING 59. COMPOSITE LUMBER RAILING 60. COMPOSITE LUMBER RISERS 61. 10 ¼” THK SIP 62. ¾” THK PLYWOOD 63. ⅜” THK PLYWOOD 64. WR GRACE WATERPROOF MEMBRANE 65. 2’ 1-¾” LVL BLOCKING 66. C 10X22 STEEL CHANNEL 67. WT 9X32.5 STEEL SECTION 68. 18” DIA. CAST CONCRETE FOOTING W/ # 69. 3½” THK POURED CONCRETE SLAB W/ E 70. LIGHT FIXTURE 71. STAINLESS STEEL BAR HANDLE 72. WOODEN CUBBY 73. WOODE
3 EXP ODED AP
DISASSEMBLY TYPE 1
3 EXP ODED APERTURE PERSPECT VE
OF
BIDDING AND/OR CONSTRUCTION DOCUMENT CONSTRUCTING. NEITHER THE OWNER, ARCH STUDIO (UDBS) ASSUMES RESPONSIBILITY FO MISINTERPRETATIONS RESULTING FROM TH BIDDING AND/OR CONSTRUCTION DOCUMENT 3. EXISTING SITE CONDITIONS WILL REMAIN U 4. MATERIAL YIELD WILL BE TRANSPORTED T OTHERWISE STRUCTURE PERSPECTIVE
26
51
63
AS3.13
19
5. USING A RECIPROCATING SAW, CAREFULLY PENETRATE THROUGH THE FOAM PIPE INSULATION AND TAR MASTIC BETWEEN THE WINDOW AND THE LVL MEMBER, THEN CUT THE WINDOW FREE, AVOIDING THE WINDOW HANGARS (1 PERSON)
WINDOWS + DOORS EXPLODED PERSPECTIVE
51
51
51
AS3.11
MEP 15
51
RECIPROCATING SAW
52
5000 FORBES AVENUE DE_CON 01 PITTSBURGH, PA 15213
URBAN DESIGN BUILD STUDIO CARNEGIE MELLON UNIVERISTY 5 0 0 0 F O R B E S A V E N U E 201 COLLEGE OF FINE ARTS P I T T S B U R G H , P A 1 5 2 1 3
1
AS3.13
1 STRUCTURE EXPLODED PERSPECTIVE 1 STRUCTURE EXPLODED PERSPECTIVE
STRUCTURE PERSPECTIVE
5 16
URBAN DESIGN BUILD STUDIO CARNEGIE MELLON UNIVERISTY 5 0 0 0 F O R B E S A V E N U E 201 COLLEGE OF FINE ARTS P I T T S B U R G H , P A 1 5 2 1 3
to demolition, our studio collaborated to, over the course of the deconstruction project, generate a set of drawings that portrayed the process of deconstructing a building in a similar format to construction documents, but, of course, with the opposite goal. By producing a volume of work that describes deconstruction and serves as an example to build off of, the studio can hopefully inspire
5000 FORBES AVENUE DE_CON 01 PITTSBURGH, PA 15213
The main barrier to theproliferation of deconstruction work is the lack of deconstruction documentation and a system of securing adequate permissions from authorities having jurisdiction and financing projects due to the comparatively higher risk in comparison to demolition. Even so, given the potential health detriments linked
URBAN DESIGN BUILD STUDIO CARNEGIE MELLON UNIVERISTY 5 0 0 0 F O R B E S A V E N U E 2 0R 1B ACNO D L LE ES G S U I GEN OBFU IFL IDN ES TAURDTI O P 5 I2S 1T Y3 C AI RT NTESG BI EU MREGL LHO,N PU NA I V 1E R 5 0 0 0 F O R B E S A V E N U E 201 COLLEGE OF FINE ARTS P I T T S B U R G H , P A 1 5 2 1 3
DECONSTRUCTION: DOCUMENTATION
5000 FORBES AVENUE AS3.13 5000 FORBES AVENUE DE_CON 01 PITTSBURGH, PA 15213 DE_CON 01 PITTSBURGH, 15213 5000 FORBES PA AVENUE DE_CON 01 PITTSBURGH, PA 15213
53
5000 FORBES AVENUE DE_CON 01 PITTSBURGH, PA 15213
51
STRUCTURE PERSPECTIVE
53
AS3.13
53
OF
37
DECONSTRUCTION: ANALYSIS Another crucial aspect of deconstruction documentation is understanding the yield, required tools, and labor force associated with the project. I designed the graphic to begin explaining where the material ended up, whether it was salvaged or sent to landfill, then distinguishing the breakdown of amount recycled, reused, or lost to material processing. This creates a foundation for a database of knowledge that can be furthered to inform future deconstruction projects. In conjunction with this graphic was the tool portfolio which outlined the tools used during the deconstruction project. This information can then serve as a reference portfolio for deconstruction trainees to use in seeking out jobs after their training of their experience working with a plethora of tools. Furthermore, the tool portfolio shows the wide range of equipment necessary to deconstruct even a small, modular structure, albeit one that was fully conditioned and serviced in regards to mechanical systems.
6
DECONSTRUCTION: EPILOGUE After the deconstruction project had ended, much was executed in parallel with the project and after its conclusion to make full use of the work performed. The UDBS compiled and curated an exhibit that was displayed in the Great Hall of the College of Fine Arts Building.Materials reclaimed were sorted for what was useful, denailed to allow for stacking, catalogued, wrapped, then organized by material type into gaylords for storage. This process also portrayed the quantity of material, hypothesize its possible uses, and also to comprehend the amount of labor that is invested in such a process.Working in collaboration with the Reality Computing (IDeATe) students, a deconstruction game catered to job skills training was produced. By creating a platform of conveying information and getting simulated practice with deconstructing, this game could eventually become a powerful tool for teaching deconstruction in a safer, more manageable, and more digestible manner to deconstruction
RE_CON HOUSING PROTOTYPES The 2017-2018 cohort of UDBS students performed extensive research to determine that the fee simple development proposal was deemed the most suitable for the funds and time available. In this proposal, houses are designed, built, and sold at market rate. The profit generated from the project is then invested in an escrow account to support existing community members by offseting rising rent costs or supplementing house repairs. In addition, the replacement of a vacant lot also drastically increases the value of surrounding homes, thus generating wealth for their owners. Our role in achieving the maximum impact rests in designing a marketable, replicable home that can be constructed efficiently to make as much profit margin as possible to make the maximum impact. However, we must also reconcile how our collective and individual opinions and passions inform the design of the house whether in regards to sustainability, technology, beliefs, or otherwise.
RE_CON 01 LEVERAGING MARKET RATE TOWARD AFFORDABILITY
MARKET RATE
AFFORDABLE
FEE SIMPLE DEVELOPMENT PROPOSAL
FEE SIMPLE DIRECTED TOWARDS MARKET RATE BUYERS
NOT IN THE WORKFORCE
AFFORDABLE
EDITH
SHERRY + KIDS
$28,399
$36,540
Annual Income:
<60% AVERAGE MEDIAN INCOME
Annual Income:
WORKFORCE AFFORDABILITY
MARKET RATE
MIKE + NINA + KIDS
NIKHIL + ADITI
$46,650
$156,023
60 - 80% AVERAGE MEDIAN INCOME
Annual Income:
Annual Income:
LAND + HOUSE OWNED BY BUYER
17.3% of people in East Liberty are seniors 65+
69.6% of households in East Liberty are single mothers
23.8% of families in East Liberty are families with kids
79.1% of families
in East Liberty are familes without kids Source:StatisticAtlas.com Source:Bureau Labor of Statistics
FEE SIMPLE JOB SKILLS TRAINING NATIONAL SUPPLIER IN THIS SCENARIO, THE OWNER OWNS HE LAND AS WELL AS THE HOUSE. HERE, THERE IS NO LIMIT TO SELLING PRICE AND THERE IS ULIMITED LIABILITY WITH THE OWNER OF THE HOUSE.
TAKTL IS THE NATIONAL SUPPLIER OF PROJECTS ACROSS THE COUNRTY THE ULTRA HIGH PERFORMANCE PRODUCT IS SHIPPED INTERNATIONALLY , AND TAKTL IS THE ONLY MANUFACTURER OF ITS KIND IN THE THE COUNTRY
HIGH PERFORMANCE CONCRETE PANEL
RE_CON 01 REPURPOSES THE OVERSTOCK OF THIS DURABLE MATERIAL, AND THE PROCESSING OF THE PANELS WILL PROVIDE JOB SKILL TRAINING AND ENTREPRENEURIAL OPPORTUNITIES
7
RE_CON HOUSING PROTOTYPES: CONTEXT In scaling the solution to the problem, replicability is a principle that cannot be overlooked. While one solid project can make an impact, a project that is replicable can inspire others to do the same, knowing that it can succeed. The impact of a project can be multiplied many times over if one researches the context in which they are working and VACANT PARCELS PITTSBURGH VACANT LOT ANALYSIS
carefully designs to ensure that their design can be repeated without significant loss of concept or value. Considering the significance of this concept, it was important to highlight crucial aspects of East Liberty and its adjacent neighborhoods that may have strong implications for the design. For a project like RE_CON, one critical element of replication is the types of vacant lots that the design will VACANT PARCELS EAST LIBERTY, GARFIELD, AND LARIMER VACANT LOT ANALYSIS
OVER 32,000 LOTS LOTS OVER 32,000
VACANT PARCELS EAST LIBERTY: OVERALL ANALYSIS
6% ARE ALLEYWAY ADJACENT 4 LOTS
81% ARE INFILL LOTS EA
ST
52 LOTS
LIB
ER TY
GARF
IELD
64 LOTS LA
34% ARE GROUPED LOTS 54 LOTS
R
IM
E
R
RE_CON HOUSING PROTOTYPES: CONTEXT (cont.) be applied to and how they compares to the first sites. In this case, by working through ArcGIS, the Pittsburgh Real Estate Portal, and other resources, we catalogued specific attributes in vacant lots in Garfield, East Liberty, and Larimer. We focused on issues of lot size, whether lots were grouped or individual, whether they were corner or infill VACANT PARCELS EAST LIBERTY: LOT SIZE ANALYSIS
60%
38 INFILL / CORNER LOTS
VACANT PARCELS EAST LIBERTY: ORIENTATION ANALYSIS
25’x125’
30’x70’
7 INFILL / CORNER LOTS
3 CORNER LOTS
25’x100’*
11%
lots, whether they were adjacent to an alleyway, and their dominant orientation of the longer axis of the lot. This information allowed us to determine the mindset that should be applied to RE_CON 01 & 02. From how we position the stair, to the width of the wall section, and how the envelope is managed, understanding the context and executing due diligence is absolutely critical.
-25° N/S
-25° E/W*
17 LOTS
45 LOTS
26%
70%
5° N/S
5° E/W
1 LOT
1 LOT
2%
2%
5%
N
VACANT PARCELS 315 & 317 N SAINT CLAIR ST.
VACANT PARCELS REPLICABLE ADAPTABILITY
89% ARE INFILL LOTS 80% ARE GROUPED LOTS
1,139 LOTS
1,024 LOTS
317 315
25’x100’
27%
7% ARE -25° E/W 90 LOTS
345 INFILL / CORNER LOTS
27% ARE 25’X100’ 346 LOTS
20’x100’
25’x70’
327 INFILL / CORNER LOTS
35 CORNER LOTS
26%
3%
N
8
RE_CON HOUSING PROTOTYPES: MARKET TRENDS Last May (2018), a cohort of students presented in front of the East Liberty Development Inc. (ELDI) and were met with many positive comments regarding the work. Even so, there were some concerns brought up about the proposed design that were discussed as points of improvement and aspects of the design to revisit. While some issues were related to simple fixes in code compliance of bathrooms and stairs, others were concerning the marketability of the design due to the lack of storage space, the sizes of bedrooms, and the issue of safety and privacy with the first floor. Another comment was that the proposal did not look like Pittsburgh in its exterior aesthetic. These issues were to be resolved, however a significant change of the type of site from a corner lot to a double infill condition occurred which changed the resultant approach to designing the building.
RE_CON HOUSING PROTOTYPES: ANALYSIS Throughout the process of designing the housing prototypes, various aspects of the building we considered in relation to the current market rate comparables. By using contextual examples that have been sold by the real estate agent that we are working with, it is much easier to weigh priorities, understand where risks may be too great, and establish boundaries of comfort and ease of selling. In designing the prototype, not only were the design of the spaces and the general organization of the houses carefully discussed, but also ideas of how materials could be repurposed were implemented to begin imagining the deconstructed materials in a new life. By using recent examples that sold in our target price range, we were able to apply these values and proportions to the prototypes. Furthermore, we were careful to retain crucial characteristics that we believed to be fundamental to Pittsburgh, for example, the front porch.
RE_CON 01 & 02 RE-USED MATERIAL YIELDED FROM DE_CON 01
9
RE_CON HOUSING PROTOTYPES: SUSTAINABILITY
ENERGY STANDARDS MEASURING EFFICIENCY AND ENERGY PERFORMANCE
IECC 2009
$305 / mo.
Passive House Institute U.S & D.O.E
U.S. EPA Energy Certification focusing on system efficiency. Satisfies many IECC 2015 requirements
International Code Council Higher insulation & efficiency requirements than IECC 2006
Existing Typical U.S Home
PHIUS+
ENERGY STAR V3.1
$200/mo.
Meets ZERH and ENERGY STAR V3.1 -Insulative approach -EPA Indoor AirPlus Program -EPA PV Ready
$143/mo.
HERS 85-90
HERS 55-65
$71/mo. HERS 35-45
MORE ENERGY
LESS ENERGY
150
140
130
120
110
100
HERS 100
90
$235 / mo. IECC 2006
International Code Council
Standard Reference Home
Climate Zone Systems Envelope requirements
80
70
60
50
HERS 48-55
40
30
20
$117/mo.
IECC 2015
International Code Council HERS 50-55 Current PA Code. Includes Energy Rating Index (ERI) Tighter envelope requirement.
10
0
HERS 0
$0/mo.
ZERH
Zero Energy Ready Home D.O.E HERS 48-55 Baseline: ENERGY STAR V3.1 -EPA PV Ready -EPA Indoor AirPlus
PHIUS+ SourceZero
Passive House Institute U.S & D.O.E extends from PHIUS+ Building generates as much energy as it uses
Source: Resnet HERS Index Report Analysis of 1800 sqft home w/ basement in Cincinatti, Ohio Energy.gov, phius.org, energystar.gov * HERS Index based on exterior walls, ceilings, HVAC systems, windows.
BEAUTY + SPIRIT
SOLAR DECATHLON GOALS
AFFORDABILITY LIFE CYCLE COST
HIGH ENERGY PERFORMANCE
BALANCE HIGH PERFORMANCE DESIGN W/ APPROPRIATE CONSTRUCTION COSTS
HIGH SYSTEM EFFICIENCY
HUMAN SCALE AND HUMAN PLACES
EQUITABLE INVESTMENT
SITE
BEAUTY
ENERGY & ENVIRONMENTAL PERFORMANCE
RESILIENCY RESPOND & RECOVER LOCATIONAL DISASTERS BIOPHILIC ENVIRONMENT
NATURE CONNECTION. EACH PROJECT TEAM MUST ENGAGE IN A MINIMUM OF ONE ALL-DAY EXPLORATION OF THE BIOPHILIC DESIGN POTENTIAL FOR THE PROJECT. THE EXPLORATION MUST RESULT IN A BIOPHILIC FRAMEWORK AND PLAN FOR THE PROJECT THAT OUTLINES THE FOLLOWING:
INSPIRATION + EDUCATION
HABITAT EXCHANGE
U.S. Department of Energy (DOE)
HEALTHY INTERIOR ENVIRONMENT
CIVILIZED ENVIRONMENT
EVERY REGULARLY OCCUPIED SPACE MUST HAVE OPERABLE WINDOWS THAT PROVIDE ACCESS TO FRESH AIR AND DAYLIGHT.
LOCALLY RESPONSIVE AESTHETIC AND FUNCTIONAL EXPECTATIONS OF OCCUPANTS
HEALTHY INDOOR ENVIRONMENT
EMBODIED CARBON FOOTPRINT
THE PROJECT MUST ACCOUNT FOR THE TOTAL APPEALS TO BOTH INTENDED EMBODIED CARBON (TCO2E) IMPACT FROM ITS CONSTRUCTION THROUGH A ONE-TIME CARBON OFFSET FROM AN APPROVED CARBON OFFSET OCCUPANTSPROVIDER. AND CONSTRUCTION INDUSTRY
INDOOR QUALITY
• COMPLIANCE WITH THE CURRENT VERSION OF ASHRAE 62, OR INTERNATIONAL EQUIVALENT. • SMOKING MUST BE PROHIBITED WITHIN THE PROJECT BOUNDARY. • RESULTS FROM AN INDOOR AIR QUALITY TEST BEFORE, AND NINE MONTHS AFTER, OCCUPANCY. • COMPLIANCE WITH THE CDPH STANDARD METHOD V1.1-2010 (OR INTERNATIONAL EQUIVALENT) FOR ALL INTERIOR BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO EMIT VOLATILE ORGANIC COMPOUNDS (VOCS). • DEDICATED EXHAUST SYSTEMS FOR KITCHENS, BATHROOMS, AND JANITORIAL AREAS. • AN ENTRY APPROACH THAT REDUCES PARTICULATES TRACKED IN THROUGH SHOES. • AN OUTLINE OF A CLEANING PROTOCOL THAT USES CLEANING PRODUCTS THAT COMPLYWITH THE EPA DESIGN FOR THE ENVIRONMENT LABEL (OR INTERNATIONAL EQUIVALENT).
MARKET POTENTIAL DESIRABILITY
TO PROMOTE GOOD INDOOR AIR QUALITY, A PROJECT MUST CREATE A HEALTHY INTERIOR ENVIRONMENT PLAN THAT EXPLAINS HOW THE PROJECT WILL ACHIEVE AN EXEMPLARY INDOOR ENVIRONMENT, INCLUDING THE FOLLOWING:
EACH NEW PROJECT SHOULD CONTRIBUTE TOWARD THE CREATION OF WALKABLE, PEDESTRIAN ORIENTED COMMUNITIES AND MUST NOT LOWER THE DENSITY OF THE EXISTING SITE. TEAMS MUST EVALUATE THE POTENTIAL FOR A PROJECT TO ENHANCE THE ABILITY OF A COMMUNITY TO SUPPORT A HUMAN POWERED LIFESTYLE, AND PROVIDE A MOBILITY PLAN, WHICH ADDRESSES THE INTERIOR AND EXTERIOR OF THE PROJECT AND DEMONSTRATES AT A MINIMUM THE FOLLOWING: ALL PROJECTS: • SECURE, WEATHER-PROTECTED STORAGE FOR HUMAN POWERED VEHICLES THAT PROVIDE FACILITIES TO ENCOURAGE BIKING. • CONSIDERATION AND ENHANCEMENT OF PEDESTRIAN ROUTES, INCLUDING WEATHER PROTECTION ON STREET FRONTAGES. • PROMOTION OF THE USE OF STAIRS OVER ELEVATORS THROUGH INTERIOR LAYOUT AND QUALITY OF STAIRWAYS. • ADVOCACY IN THE COMMUNITY TO FACILITATE THE UPTAKE OF HUMAN POWERED TRANSPORTATION.
PROJECTS IN TRANSECTS L4-L6 MUST ALSO PROVIDE:
• A TRANSIT SUBSIDY FOR ALL OCCUPANTS OF THE BUILDING (IF OWNER OCCUPIED) OR A REQUIREMENT FOR TENANT EMPLOYERS TO PROVIDE SUCH A SUBSIDY. • SHOWERS AND CHANGING FACILITIES THAT CAN BE ACCESSED BY ALL OCCUPANTS OF THE BUILDING. • AT LEAST ONE ELECTRIC VEHICLE CHARGING STATION. SINGLE FAMILY HOMES (ALL TRANSECTS): AN ASSESSMENT OF HOW THE RESIDENTS CAN REDUCE THEIR TRANSPORTATION IMPACT THROUGH CAR SHARING, USE OF PUBLIC TRANSPORTATION, ALTERNATIVE FUELED VEHICLES, OR BICYCLES IS REQUIRED.
SITE
SITE
• DESIGN PHASE, INCLUDING THE CONSIDERATION OF APPROPRIATE DURABILITY IN PRODUCT SPECIFICATION. • CONSTRUCTION PHASE, INCLUDING PRODUCT OPTIMIZATION AND COLLECTION OF WASTED MATERIALS. • OPERATION PHASE, INCLUDING A COLLECTION PLAN FOR CONSUMABLES AND DURABLES. • END OF LIFE PHASE, INCLUDING A PLAN FOR ADAPTABLE REUSE AND DECONSTRUCTION.
DURING CONSTRUCTION, THE PROJECT TEAM MUST DIVERT WASTED MATERIAL TO THE FOLLOWING LEVELS:
UNIVERSAL ACCESS TO NATURE & PLACE
ALL PRIMARY TRANSPORTATION, ROADS AND NON-BUILDING INFRASTRUCTURE THAT ARE CONSIDERED EXTERNALLY FOCUSED MUST BE EQUALLY ACCESSIBLE TO ALL MEMBERS OF THE PUBLIC REGARDLESS OF BACKGROUND, AGE AND SOCIOECONOMIC CLASS—INCLUDING THE HOMELESS—WITH REASONABLE STEPS TAKEN TO ENSURE THAT ALL PEOPLE CAN BENEFIT FROM THE PROJECT’S CREATION. ACCESS FOR THOSE WITH PHYSICAL DISABILITIES MUST BE SAFEGUARDED THROUGH DESIGNS MEETING THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES.
SITE PROJECT F.A.R. 1.0 < 1.49 MINIMUM PERCENTAGE OF PROJECT AREA FOR FOOD PRODUCTION REQUIRED 10%
MATERIAL MINIMUM DIVERTED/WEIGHT METAL 99% PAPER AND CARDBOARD 99% SOIL AND BIOMASS 100% RIGID FOAM, CARPET, AND INSULATION 95% ALL OTHERS – COMBINED WEIGHTED AVERAGE 90% FOR ALL PROJECT TYPES, THERE MUST BE DEDICATED INFRASTRUCTURE FOR THE COLLECTION OF RECYCLABLES AND COMPOSTABLE FOOD SCRAPS. A PROJECT THAT IS LOCATED ON A SITE WITH EXISTING INFRASTRUCTURE MUST COMPLETE A PRE-BUILDING AUDIT THAT INVENTORIES AVAILABLE MATERIALS AND ASSEMBLIES FOR REUSE OR DONATION.
HEIDELBERG HEIDELBERG PHIUS (PASSIVE PHIUS (PASSIVE HOUSEHOUSE ) STANDARDS ) STANDARDS BUILDINGBUILDING HEATING &HEATING COOLING & COOLING ANALYSISANALYSIS
BUILDINGBUILDING HEATING &HEATING COOLING & COOLING ANALYSISANALYSIS
ROOF ROOF U-Value 0.01 U-Value 0.01
ROOF ROOF U-Value 0.03 U-Value 0.03
WINDOWSWINDOWS U-Value 0.35 U-Value 0.35
SLAB SLAB U-Value 0.81 U-Value 0.81
WALLS WALLS U-Value 0.082 U-Value 0.082
BEAUTY
URBAN AGRICULTURE
MATERIALS
RE_CON 01 & 02 COMP ENERGY PERFORMANCE ANALYSIS 727 N. EUCLID 727 N. EUCLID AVE AVE IECC 2009 IECCCODE 2009 COMPLIANT CODE COMPLIANT
MATERIALS
FOR STONE, PROJECT TEAMS MUST ADVOCATE TO QUARRIES AND/OR MANUFACTURERS OF ALL DIMENSION STONE PRODUCTS USED WITHIN THE PROJECT FOR CERTIFICATION UNDER THE NATURAL STONE COUNCIL (NSC) 373 STANDARD.
NET POSITIVE WASTE
PROJECTS MAY ONLY BE BUILT ON GREYFIELDS OR BROWNFIELDS: PREVIOUSLY DEVELOPED SITES THAT ARE NOT CLASSIFIED AS ON OR ADJACENT TO ANY OF THE FOLLOWING SENSITIVE ECOLOGICAL HABITATS: • WETLANDS: MAINTAIN AT LEAST 15 METERS, AND UP TO 70 METERS OF SEPARATION. • PRIMARY DUNES: MAINTAIN AT LEAST 40 METERS OF SEPARATION. • OLD-GROWTH FOREST: MAINTAIN AT LEAST 60 METERS OF SEPARATION. • VIRGIN PRAIRIE: MAINTAIN AT LEAST 30 METERS OF SEPARATION.
THE PROJECT MUST ADVOCATE FOR THE CREATION AND ADOPTION OF THIRD-PARTY CERTIFIED STANDARDS FOR SUSTAINABLE RESOURCE EXTRACTION AND FAIR LABOR PRACTICES. APPLICABLE RAW MATERIALS INCLUDE STONE AND ROCK, METAL, MINERALS, AND TIMBER.
ALL PROJECTS MUST USE, AT A MINIMUM, ONE DECLARE PRODUCT FOR EVERY 500 SQUARE METERS OF GROSS BUILDING AREA, AND MUST SEND DECLARE PROGRAM INFORMATION TO AT LEAST TEN MANUFACTURERS NOT CURRENTLY USING DECLARE.
ENERGY
THE PROJECT TEAM MUST STRIVE TO REDUCE OR ELIMINATE THE PRODUCTION OF WASTE DURING DESIGN, CONSTRUCTION, OPERATION, AND END OF LIFE IN ORDER TO CONSERVE NATURAL RESOURCES AND TO FIND WAYS TO INTEGRATE WASTE BACK INTO EITHER AN INDUSTRIAL LOOP OR A NATURAL NUTRIENT LOOP. ALL PROJECTS MUST FEATURE AT LEAST ONE SALVAGED MATERIAL PER 500 SQUARE METERS OF GROSS BUILDING AREA OR BE AN ADAPTIVE REUSE OF AN EXISTING STRUCTURE. THE PROJECT TEAM MUST CREATE A MATERIALS CONSERVATION MANAGEMENT PLAN THAT EXPLAINS HOW THE PROJECT OPTIMIZES MATERIALS IN EACH OF THE FOLLOWING PHASES:
WATER
FOR TIMBER, ALL WOOD MUST BE CERTIFIED TO FOREST STEWARDSHIP COUNCIL (FSC) 100% LABELING STANDARDS, FROM SALVAGED SOURCES, OR FROM THE INTENTIONAL HARVEST OF ON-SITE TIMBER FOR THE PURPOSE OF CLEARING THE AREA FOR CONSTRUCTION OR RESTORING/MAINTAINING THE CONTINUED ECOLOGICAL FUNCTION OF THE ON-SITE BIONETWORK.
105% OF THE PROJECT’S ENERGY NEEDS MUST BE SUPPLIED BY ON-SITE RENEWABLE ENERGY ON A NET ANNUAL BASIS, WITHOUT THE USE OF ON-SITE COMBUSTION. PROJECTS MUST PROVIDE ONSITE ENERGY STORAGE FOR RESILIENCY.
SITE
PROJECT WATER USE AND RELEASE MUST WORK IN HARMONY WITH THE NATURAL WATER FLOWS OF THE SITE AND ITS SURROUNDINGS. ONE HUNDRED PERCENT OF THE PROJECT’S WATER NEEDS MUST BE SUPPLIED BY CAPTURED PRECIPITATION OR OTHER NATURAL CLOSED-LOOP WATER SYSTEMS, AND/OR BY RECYCLING USED PROJECT WATER, AND MUST BE PURIFIED AS NEEDED WITHOUT THE USE OF CHEMICALS. ALL STORMWATER AND WATER DISCHARGE, INCLUDING GREY AND BLACK WATER, MUST BE TREATED ONSITE AND MANAGED EITHER THROUGH REUSE, A CLOSED LOOP SYSTEM, OR INFILTRATION. EXCESS STORMWATER CAN BE RELEASED ONTO ADJACENT SITES UNDER CERTAIN CONDITIONS.
RESPONSIBLE INDUSTRY
MATERIALS
NET POSITIVE ENERGY
THE PROJECT MUST HELP CREATE A MORE JUST, EQUITABLE SOCIETY THROUGH THE TRANSPARENT DISCLOSURE OF THE BUSINESS PRACTICES OF THE MAJOR ORGANIZATIONS INVOLVED. AT LEAST ONE OF THE FOLLOWING PROJECT TEAM MEMBERS MUST HAVE A JUST LABEL FOR THEIR ORGANIZATION: • ARCHITECT OF RECORD • MEP ENGINEER OF RECORD • STRUCTURAL ENGINEER OF RECORD • LANDSCAPE ARCHITECT OF RECORD • INTERIOR ARCHITECT OF RECORD • OWNER/DEVELOPER • OWNER’S REPRESENTATIVE OR PROJECT MANAGER • SUSTAINABILITY CONSULTANT • CONTRACTOR
LIMITS TO GROWTH
HUMAN POWERED LIVING
MATERIALS
THERE ARE TEMPORARY EXCEPTIONS FOR NUMEROUS RED LIST ITEMS DUE TO CURRENT LIMITATIONS IN THE MATERIALS ECONOMY. REFER TO THE V3.1 MATERIALS PETAL HANDBOOK FOR COMPLETE AND UP-TO-DATE LISTINGS. THE PROJECT CANNOT CONTAIN ANY OF THE FOLLOWING RED LIST MATERIALS OR CHEMICALS:
• ALKYLPHENOLS • ASBESTOS • BISPHENOL A (BPA) • CADMIUM • CHLORINATED POLYETHYLENE AND CHLOROSULFONATED POLYETHYLENE • CHLOROBENZENES • CHLOROFLUOROCARBONS (CFCS) AND HYDROCHLOROFLUOROCARBONS (HCFCS) • CHLOROPRENE (NEOPRENE) • CHROMIUM VI • CHLORINATED POLYVINYL CHLORIDE (CPVC) • FORMALDEHYDE (ADDED) • HALOGENATED FLAME RETARDANTS (HFRS) • LEAD (ADDED) • MERCURY • POLYCHLORINATED BIPHENYLS (PCBS) • PERFLUORINATED COMPOUNDS (PFCS) • PHTHALATES • POLYVINYL CHLORIDE (PVC) • POLYVINYLIDENE CHLORIDE (PVDC) • SHORT CHAIN CHLORINATED PARAFFINS • WOOD TREATMENTS CONTAINING CREOSOTE, ARSENIC OR PENTACHLOROPHENOL • VOLATILE ORGANIC COMPOUNDS (VOCS) IN WET-APPLIED PRODUCTS
JUST ORGANIZATIONS
Collegiate competition to design highly efficient and innovative buildings powered by renewable energy consisting of “Contests.” INDOOR QUALITY
SITE EDUCATIONAL MATERIALS ABOUT THE OPERATION AND PERFORMANCE OF THE PROJECT MUST BE PROVIDED TO THE PUBLIC TO SHARE SUCCESSFUL SOLUTIONS AND TO MOTIVATE OTHERS TO MAKE CHANGE. ALL PROJECTS MUST PROVIDE: • A LIVING BUILDING CHALLENGE CASE STUDY. • AN ANNUAL OPEN DAY FOR THE PUBLIC. • A COPY OF THE OPERATIONS AND MAINTENANCE MANUAL.
FOR EACH HECTARE OF DEVELOPMENT, AN EQUAL AMOUNT OF LAND AWAY FROM THE PROJECT SITE MUST BE SET ASIDE IN PERPETUITY THROUGH THE INSTITUTE’S LIVING FUTURE HABITAT EXCHANGE PROGRAM OR AN APPROVED LAND TRUST ORGANIZATION. THE MINIMUM OFFSET AMOUNT IS 0.4 HECTARE.
• HOW THE PROJECT WILL BE TRANSFORMED BY DELIBERATELY INCORPORATING NATURE THROUGH ENVIRONMENTAL FEATURES, LIGHT AND SPACE, AND NATURAL SHAPES ANDFORMS. • HOW THE PROJECT WILL BE TRANSFORMED BY DELIBERATELY INCORPORATING NATURE’S PATTERNS THROUGH NATURAL PATTERNS AND PROCESSES AND EVOLVED HUMAN-NATURE RELATIONSHIPS. • HOW THE PROJECT WILL BE UNIQUELY CONNECTED TO THE PLACE, CLIMATE, AND CULTURE THROUGH PLACE-BASED RELATIONSHIPS. • THE PROVISION OF SUFFICIENT AND FREQUENT HUMAN-NATURE INTERACTIONS IN BOTH THE INTERIOR AND THE EXTERIOR OF THE PROJECT TO CONNECT THE MAJORITY OF OCCUPANTS WITH NATURE DIRECTLY. THE PLAN MUST CONTAIN METHODS FOR TRACKING BIOPHILIA AT EACH DESIGN PHASE. THE PLAN SHOULD INCLUDE HISTORICAL, CULTURAL, ECOLOGICAL, AND CLIMATIC STUDIES THAT THOROUGHLY EXAMINE THE SITE AND CONTEXT FOR THE PROJECT.
NET POSITIVE WATER
MATERIALS
RED LIST
SITE
INDOOR QUALITY
THE PROJECT MUST INCORPORATE PLACE-BASED SOLUTIONS AND CONTRIBUTE TO THE EXPANSION OF A REGIONAL ECONOMY ROOTED IN SUSTAINABLE PRACTICES, PRODUCTS, AND SERVICES. MANUFACTURER LOCATION FOR MATERIALS AND SERVICES MUST ADHERE TO THE FOLLOWING RESTRICTIONS:
• 20% OR MORE OF THE MATERIALS CONSTRUCTION BUDGET29 MUST COME FROM WITHIN 500 KILOMETERS OF CONSTRUCTION SITE. • AN ADDITIONAL 30% OF THE MATERIALS CONSTRUCTION BUDGET MUST COME FROM WITHIN 1000 KILOMETERS OF THE CONSTRUCTION SITE OR CLOSER. • AN ADDITIONAL 25% OF THE MATERIALS CONSTRUCTION BUDGET MUST COME FROM WITHIN 5000 KILOMETERS OF THE CONSTRUCTION SITE. • 25% OF MATERIALS MAY BE SOURCED FROM ANY LOCATION. • CONSULTANTS MUST COME FROM WITHIN 2500 KILOMETERS OF THE PROJECT LOCATION.30
THE PROJECT MUST BE DESIGNED TO INCLUDE ELE(ie: gridMENTS outages) THAT NURTURE THE INNATE HUMAN/
PASSIVE STRATEGIES
COMFORT & ENVIRONMENTAL QUALITY
LIVING ECONOMY SOURCING
BEAUTY
FOR EVERY DOLLAR OF TOTAL PROJECT COST, THE DEVELOPMENT MUST SET ASIDE AND DONATE HALF A CENT OR MORE TO A CHARITY OF ITS CHOOSING OR CONTRIBUTE TO ILFI’S LIVING EQUITY EXCHANGE PROGRAM, WHICH DIRECTLY FUNDS RENEWABLE INFRASTRUCTURE FOR CHARITABLE ENTERPRISES
THE PROJECT MUST MEANINGFULLY INTEGRATE PUBLIC ART AND CONTAIN DESIGN FEATURES INTENDED SOLELY FOR HUMAN DELIGHT AND THE CELEBRATION OF CULTURE, SPIRIT, AND PLACE APPROPRIATE TO THE PROJECT’S FUNCTION.
Solar Decathlon Design Challenge Criteria
AESTHETICS
Given that Pennsylvania (and thus PIttsburgh as well) recently adopted the 2015 International Energy Conservation Code (IECC 2015), the requirements in regards to energy consumption in residential buildings have become more aggressive. Even so, many would consider it insufficient and many rating systems (ex. Living Building Challenge) were researched to identify benchmarks to aim for. While ambitious rating systems such as the Passive House Standard were appealing, the price associated with certification could be better invested. Although the argument could be made that for replicability, getting one prototype certified would imply that all iterations of the design would be of comparable energy performance, the risks associated with getting certified were too great. Thus, the Solar Decathlon Competition seemed to be an ideal option. Many of the goals of the competition lie parallel to the objectives listed for RE_CON and
WINDOWSWINDOWS U-Value 0.15 U-Value 0.15
WALLS WALLS U-Value 0.027 U-Value 0.027
SLAB SLAB U-Value 0.05 U-Value 0.05
DOORS DOORS U-Value 0.25 U-Value 0.25
DOORS DOORS U-Value 0.33 U-Value 0.33
it would provide a platform to evaluate our proposal and gain experience in designing sustainable homes. Furthermore, given that the spectrum of sustainability for the project would range from IECC 2015 to the Passive House Standard, the Solar Decathlon Competition allows for the project to find a healthy medium between the two where the intent of the project itself is not overly burdened by the cost or inhibited by the reduction of building width, but also where the project strives to reduce energy consumption. One issue in reconciling the choice to be more sustainable is the initial investment and lifecycle as well as maintenance costs. While investing more initially can save a homeowner a large sum, it is uncertain as to how this converts into actual value for the pricing of a building. In essence, what is the price tag of sustainability in homes? What aspects of sustainability are marketable and will compel buyers to invest? And where is the healthy balance between meeting code, pursuing rating systems, or designing zero energy housing?
RE_CON 01 & 02 TOTAL ANNUAL HEATING AND COOLING COMPARISION
HEATING
IECC 2009
$1128.05
$76.56
PASSIVE HOUSE
$426.96
$56.41
SAVINGS $721.24 CONSIDERATION IN LIFECYCLE COST
QUANTIFIES THE DEMAND FOR ENERGY TO HEAT OR COOL A BUILDING PER YEAR. $10 AVG PRICE FROM PEOPLE’S GAS SUPPLY
PITTSBURGH HEATING DEGREE DAYS : 5176 @ 65 F PITTSBURGH COOLING DEGREE DAYS : 232 @ 75 F
RE_CON 01 & 02 IECC 2015
QUANTIFIES THE DEMAND FOR ENERGY TO HEAT OR COOL A BUILDING PER YEAR. $10 AVG PRICE FROM PEOPLE’S GAS SUPPLY ROOF
ROOF
U-Value 0.03
U-Value 0.01 Area 850 sqft 1.055 MMBTU/YR
WINDOWS
U-Value 0.15
Area 850 sqft 3.167712 MMBTU/YR
WINDOWS
U-Value 0.35 Area 311 sqft 13.52178 MMBTU/YR
Area 311 sqft 5.795 MMBTU/YR
WALLS
WALLS INFILTRATION HEATED VOLUME 14250 SQFT 22.94 MMBTU/YR
U-Value 0.027
INFILTRATION HEATED VOLUME 14250 SQFT 38.23615 MMBTU/YR
Area 2289 sqft 7.6774 MMBTU/YR
ESTIMATED PASSIVE HOUSE CONSTRUCTION
7-15% PREMIUM
SLAB
Area 37.5 sqft 1.1646 MMBTU/YR
92%
39.84
MMBTU/YR HEATING SYSTEM DEMAND
COOLING SYSTEM SEER RATING
IECC 2009
International Code Council Higher insulation & efficiency requirements than IECC 2006
Existing Typical U.S Home
$305 / mo.
$200/mo.
+ LOWER COST TO BUILD REPAIR AND REPLACE + LOWER COST OF FUEL
ENERGY STAR V3.1
+ CAPACITY WATER AVAILABLE EVEN DURING POWER OUTAGE
U.S. EPA Energy Certification focusing on system efficiency. Satisfies many IECC 2015 requirements
$143/mo.
HERS 85-90
HERS 55-65
100
HERS 100
90
80
70
60
50
$117/mo.
International Code Council
International Code Council
Standard Reference Home
Climate Zone Systems Envelope requirements
Source: Resnet HERS Index Report Analysis of 1800 sqft home w/ basement in Cincinatti, Ohio Energy.gov, phius.org, energystar.gov * HERS Index based on exterior walls, ceilings, HVAC systems, windows.
HEATING SYSTEM EFFICIENCY REQUIRED
90.2441
RE_CON 01 & 02 COMBINED MULTI-ZONE SPLIT HEAT PUMP - TANKLESS ON-DEMAND WATER HEATER
ADVANTAGES
DISADVANTAGES
+ ALMOST HALF THE COST OF ASSEMBLED SYSTEM + NO COST OF RUNNING DUCTS + NO HEAT LOSS THROUGH DUCTS + CAN COMBINE MORE UNITS
- ENERGY LOST THROUGH LENGTH OF DUCTS - DOES NOT FIT PROPERLY WITHIN CURRENT CORE AS PER CODE. - HOUSE NOT ZONED - NEEDS MORE SPACE
MMBTU/YR HEATING SYSTEM DEMAND
+ NO HEAT LOSS THROUGH TANK BODY + LESS FLOOR SPACE GIVEN TO EQUIPMENT + HIGH EFFICIENCY
DISADVANTAGES - INITIAL COST MORE THAN CONVENTIONAL SYSTEM - PROTRUDES FROM WALLS - INITIAL COST MORE THAN CONVENTIONAL TANK - MIGHT NEED MULTIPLE UNITS TO SERVE MORE THAN 2 BATHROOMS
INDOOR TERMINAL UNIT FURNACE DUCTS
ERV DUCTS ERV
ERV ELECTRIC PANEL
$71/mo.
CONVENTIONAL WATER HEATER WITH TANK
CENTRAL GAS FURNACE
TANKLESS ON-DEMAND WATER HEATER
ELECTRIC PANEL OUTDOOR CONDENSER UNIT
HERS 35-45
$235 / mo. IECC 2006
80%
PHIUS+ Passive House Institute U.S & D.O.E
LESS ENERGY 110
14
- HEAT LOSS THROUGH TANK BODY AND PIPES - MORE INTERIOR SPACE TO HOUSE THE EQUIPMENT - ENERGY LOSS DUE TO CONTINUOUS HEATING.
MORE ENERGY 120
Area 37.5 sqft 12.375 MMBTU/YR
RE_CON 01 & 02 WHOLE-HOUSE FORCED AIR HVAC - CONVENTIONAL WATER HEATER TANK
ADVANTAGES
130
U-Value 0.33
COOLING LOAD 42,000 BTU COOLING DEMAND FACTOR: 2.21
HEATING SYSTEM EFFICIENCY REQUIRED
ENERGY STANDARDS MEASURING EFFICIENCY AND ENERGY PERFORMANCE
140
DOORS
Area 104 perimeter 10.46463 MMBTU/YR
COOLING LOAD 42,000 BTU COOLING DEMAND FACTOR: 2.21
150
Area 2289 sqft 23.3166 MMBTU/YR
$320,000-$350,000
U-Value 0.81
U-Value 0.25
19
U-Value 0.082
TARGET CONSTRUCTION COST
SLAB
DOORS
U-Value 0.05
Area 104 perimeter 0.645 MMBTU/YR
COOLING SYSTEM SEER RATING
PER YEAR
OF PASSIVE HOUSE
PITTSBURGH HEATING DEGREE DAYS : 5176 @ 65 F PITTSBURGH COOLING DEGREE DAYS : 232 @ 75 F
RE_CON 01 & 02 PHIUS (PASSIVE HOUSE)
COOLING
40
IECC 2015
30
ZERH
Zero Energy Ready Home D.O.E HERS 35-55
SOLAR DECATHLON
U.S DEPARTMENT OF ENERGY Meets ENERGY STAR V3.1 and ZERH Aims to be for high performance and efficiency appropriate to situation
20
10
RE_CON 01 & 02 MULTI-ZONE SPLIT HEAT PUMP - TANKLESS ON-DEMAND WATER HEATER
RE_CON 01 & 02 WHOLE-HOUSE FORCED AIR HVAC - CONVENTIONAL WATER HEATER TANK
0
HERS 0
$0/mo.
PHIUS+ SourceZero
Passive House Institute U.S & D.O.E extends from PHIUS+ Building generates as much energy as it uses
ADVANTAGES + DOES NOT PROTRUDE FROM WALLS + NO COST OF RUNNING DUCTS + NO HEAT LOSS THROUGH DUCTS + NO HEAT LOSS THROUGH TANK BODY + LESS FLOOR SPACE GIVEN TO EQUIPMENT + HIGH EFFICIENCY
DISADVANTAGES
ADVANTAGES
- INITIAL COST MORE THAN OTHER SYSTEMS - CANNOT AFFORD MULTIPLE UNITS - OVERSIZED FOR COOLING, UNDERSIZED FOR HEATING.
+ LOWER COST TO BUILD REPAIR AND REPLACE + LOWER COST OF FUEL + CAPACITY WATER AVAILABLE EVEN DURING POWER OUTAGE
- INITIAL COST MORE THAN CONVENTIONAL TANK - MIGHT NEED MULTIPLE UNITS TO SERVE MORE THAN 2 BATHROOMS
INDOOR TERMINAL UNIT
DISADVANTAGES - ENERGY LOST THROUGH GREATER LENGTH OF DUCTS - HOUSE NOT ZONED - DUCT ROUTING NEEDS TO BE CONSIDERED IN DESIGN - HEAT LOSS THROUGH TANK BODY AND PIPES - ENERGY LOSS DUE TO CONTINUOUS HEATING.
FURNACE DUCTS
ERV DUCTS
ERV ELECTRIC PANEL OUTDOOR CONDENSER UNIT
TANKLESS ON-DEMAND WATER HEATER
FURNACE DUCTS ERV ELECTRIC PANEL CENTRAL GAS FURNACE
CONVENTIONAL WATER HEATER WITH TANK
10
RE_CON HOUSING PROTOTYPES: PLANS
heavily focused along the south, west, and east facades and is very conservative with fenestration along the north facade. This general strategy differs greatly from the natural lighting strategy for RE_CON 02 and will be one of the most considerable differences between the two designs.
After much discussion and working through a variety of proposals, it was decided that the barbell scheme would be used in consideration of the abundance of narrower vacant lots in general. Furthermore, in regards to achieving a sense of spaciousness, it was important to not lose width by positioning the stair along the long axis of the building as it would make spaces more narrow in nature and create a more claustrophobic effect. The design also incorporates a more informal carport in the place of a garage which is intended to dissuade people from parking there in favor of using the space as an extension of the porch. The issues brought up during the May 2018 meeting have been resolved, with more storage space implemented, the code compliance issues resolved, and bedrooms have been sized to compete with market rates homes. Regarding issues of privacy and safety stemming from the quantity of fenestration on the first floor presented in May are no longer as relevant considering that the infill situation makes the first floor open porch concept illogical. Because RE_CON 01 is the southern house, the design of the fenestration is
Sprinkled within the plans, diagrams, and renders are proposed ways in which the UDBS can design and build pieces of the house. Given the timeline, logistics, and other challenges related to having students build the houses from foundation to finishes, it has been decided that a general contractor will build the project. Although it would have been a fantastic learning experience, it would be less feasible and it is quite valuable to have a general contractor on board who can interpret and test the drawings and design to see if it is buildable by the construction force and contractors in Pittsburgh. In regards to replicability, relating the work to the skills and capabilities of the regional talent is absolutely critical.
2
3
PEARL
ST
0’
2
Y
.
N
GEM WA
33 sq. ft. 48 sq. ft. 65 sq. ft. 155 sq. ft.
3
60’
5’-5” x 6’-0” 6’-0” x 8’-0” 5’-0” x 13’-0” 15’-5” x 10’-0”
1
4 30’
1. OPEN TO BELOW 2. LAUNDRY 3. WALK-IN CLOSET 4. MASTER BATH 5. MASTER BEDROOM
N
162 sq. ft. 178 sq. ft. 33 sq. ft. 27.5 sq. ft. 186 sq. ft. 85 sq. ft.. 162 sq. ft.
Y
60’
9’-0” x 18’-0” 15’-5” x 11’-5” 5’-5” x 6’-0” 5’-0” x 5’-5” 15’-5” x 12’-0” 15’-5” x 5’-5” 9’-0” x 18’-0”
N
N
1. FRONT PORCH 2. LIVING ROOM 3. POWDER ROOM 3. MECH ROOM 4. KITCHEN 5. DINING/FLEX SPACE 6. BACK PORCH
4
SECOND FLOOR PLAN
2
15’
30’
5
FIRST FLOOR PLAN
GEM WA
15’
1
S MATHILDA ST
THIRD FLOOR PLAN
1. BEDROOM 2. FLEX SPACE 3. FULL BATH 4. BEDROOM
13’-0” x 11’-0” 10’-0” x 11’-5” 5’-0” x 11’-0” 13’-0” x 12’-0”
MASSING STRATEGY
2
4
MASSING STRATEGY
S MATHILDA ST
3 1
PENN AVE
3
143 sq. ft. 115 sq. ft. 55 sq. ft. 165 sq. ft. .
N
1
1
0’
3
5
The project uses a bar massing strategy to take advantage of Pittsburgh’s climate and the site’s positioning.
2
-6”
-6”
6
1
1
-22”
4
IE AVE
4
ST
COMR
5
1
1
PENN AVE
IE AVE
2
4
2
COMR
5
EDMOND -78”
3 1
6
1
IE AVE
-22”
3
COMR
-78”
2
2
OLL ST
ST
CARR
IE AVE
.
COMR
OLL ST
CARR
33 sq. ft. 48 sq. ft. 65 sq. ft. 155 sq. ft.
.
162 sq. ft. 178 sq. ft. 33 sq. ft. 27.5 sq. ft. 186 sq. ft. 85 sq. ft.. 162 sq. ft.
EDMOND
2
3
2
The project uses a bar massing 1 strategy to take advan143 sq. ft. tage of Pittsburgh’s climate and the site’s positioning. 115 sq. ft. 55 sq. ft. 165 sq. ft.
_CON 01 & 02 FIRST FLOOR PLANS RE_CON 01 & 02 SECOND FLOOR PLAN RE_CON 01 & 02 THIRD FLOOR PLAN 3
3
Summer Sun Shading 11 AM & 5 PM
ST
3
PEARL
13’-0” x 11’-0” 10’-0” 4 x 11’-5” 5’-0” x 11’-0” 13’-0” x 12’-0”
Summer Sun Shading 11 AM & 5 PM
5’-5” x 6’-0” 6’-0” x 8’-0” 5’-0” x 13’-0” 15’-5” x 10’-0”
9’-0” x 18’-0” 15’-5” x 11’-5” 5’-5” x 6’-0” 5’-0” x 5’-5” 15’-5” x 12’-0” 15’-5” x 5’-5” 9’-0” x 18’-0”
3
4
4
4
4
4
5
RE_CON 01 & 02 SECOND FLOOR PLAN
1. BEDROOM 2. FLEX SPACE 5 3. FULL BATH 4. BEDROOM
5
1. OPEN TO BELOW 2. LAUNDRY 3. WALK-IN CLOSET 4. MASTER BATH 5. MASTER BEDROOM
1. FRONT PORCH 2. LIVING ROOM 3. POWDER ROOM 3. MECH ROOM 4. KITCHEN 5. DINING/FLEX SPACE 6. BACK PORCH
5
RE_CON 01 & 02 FIRST FLOOR PLANS
6
6
RE_CON HOUSING PROTOTYPES: FEEDBACK During the final review, we were extremely lucky to have a large of people of diverse backgrounds take the time to gather and review the work done during this semester. The subject and focus of the review was the marketablility of the house design and its feasibility in regards to cost. In conversing with a few architects, we realized that understanding the cost of what was drawn would be critical to finding success and that consulting a contractor often would be crucial to understanding the cost of design decisions. Even so, it was also great to have a seasoned real estate agent such as Sarah Madia available to begin answering questions about what sells, what doesnâ&#x20AC;&#x2122;t, and what directly raises or lowers the value of a home. Looking forward, the schedule is to generate a construction documentation set during the Spring 2019 semester with meetings amd deadlines lining up for construction of RE_CON 01 & 02 to begin during the Summer of 2019. RE_CON 01 & 02 EXTERIOR FROM NORTH SAINT CLAIR ST
RE_CON 01 & 02 COST ESTIMATIONS
$325,000 - $350,000 CONSTRUCTION COST FOR EACH $550,000 - $700,000 SALE PRICE FOR EACH
11
ENVIRONMENTAL CHARTER SCHOOL The Environmental Charter School of Pittsburgh’s mission is toprovide a safe, healthy environment to educate engaged, active citizens of society. In this effort, the keystone of the success of a school lies in the ability of the school is in providing inspiring places for student to learn. As such, the private, schoolcentered spaces should be allocated sufficient space and positioned in a way benefiting students’ education. Even so, the ECS mission is lofty and believes that the school must also provide a permeable design that allows for community-space sharing, while ensuring the safety of learners and faculty members and implementing collaborative and independent spaces. As such, two imperative aspects of the project will be the maintenance of the safety of students while being inviting to community members and the variety of spaces accessible to the students in their learning experiences.
MASSING & CONTEXT The general massing of the project follows a modified bar format. Due to the site’s primary E-W axis, it provides a great opportunity to make use of the sun’s positioning to create well lit spaces indoors as well as provide plenty of outdoor space for the teachers and students to use. The orientation of the site hints to the use of the northern edge of the site for productivity dependent spaces such as the offices for administration, teachers, and faculty, as well as the studio classrooms. These spaces would be able to avoid glare and would experience day lit spaces optimal for visual The project uses a bar massing strategy to take advantage of Pittsburgh’s climate and the site’s positioning.
and thermal comfort. Along the south, more public spaces would be positioned with green spaces and outdoor spaces to provide plenty of opportunities to get fresh air and shift learning spaces outdoors. This arrangement allows for sunlight to penetrate the southern facade of the building, creating contrasting lighting conditions suitable for more active learning as well as more sedentary learning. The project site rests along Penn Avenue which divides the residential context to the south from the commercial hallway created by the avenue. This presents an interesting condition where The project uses a bar massing strategy to take advantage of Pittsburgh’s climate and the site’s positioning.
MASSING STRATEGY GEM WAY
PENN AVE
PEARL
EDMOND
ST
ST
S MATHILDA ST
-78”
COMRIE
AVE
COMRIE
-78”
COMRIE
+Positives
+Secure, enclosed +Strong Western mass to block wind +Administrative massing divided into various chunks across site +Central courtyards with less shadow cast over them
-Negatives -”Closed off” from community -Ground floor greenspace will have shadows cast on it by southern masses -Courtyards are quite small, will need greenspace on buildings
15’
+Positives
+Secure, enclosed +Strong Western mass to block wind +Administrative massing divided into various chunks across site +Central courtyards with less shadow cast over them +SE corner addresses context
-Negatives -”Closed off” from community -Ground floor greenspace will have shadows cast on it by southern masses -Courtyards are quite small, will need greenspace on buildings
+Positives
+Positives
30’
Summer Sun Shading 11 AM & 5 PM
60’
+Positives
off” from community floor greenspace will have on it by southern masses rds are quite small, will need buildings
+Positives
+Secure, enclosed +Strong Western mass to block wind +Administrative massing divided into various chunks across site +Central courtyards with less shadow cast over them +SE corner addresses context
-Negatives -”Closed off” from community -Ground floor greenspace will have shadows cast on it by southern masses -Courtyards are quite small, will need greenspace on buildings
22
+Positives
+Positives
+Positives
+Positives
+Campus Style, separation of spaces +Continues strong Penn Ave presence +Continues strong Penn Ave presence +Continues strong Penn Ave presence +Central courtyards with less shadow +A lot of outdoor greenspace +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the cast over them +Opens up to the context, except the ground and building level ground and building level +Opens up to the context, except the residential units to the south +Opens up to the context, especially +Opens up to the context, especially residential units to the south the residential units to the south the residential units to the south +Similar classroom experiences -Negatives -Negatives +Administrative spaces as cores near -Negatives -Small multipurpose public space classroom spaces -Inter-spatial type circulation outdoors -Ground floor greenspace will have shadows -Uneven classroom experiences cast on it by southern masses -Ground floor greenspace will have -Ground level outdoor space unsecure -Uneven classroom experiences shadows cast on it by southern masses -Will require weird circulation -Negatives -Strong EW Axis, allows winter wind to -Strong EW Axis, allows winter wind to -Ground level outdoor space unsecure blow through the site blow through the site
+Positives
+Positives
-Negatives
-Negatives
+Continues strong Penn Ave presence +Continues strong Penn Ave presence +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the ground and building level ground and building level +Opens up to the context, especially +Opens up to the context, especially the residential units to the south the residential units to the south +Similar classroom experiences +Similar classroom experiences
- Some uneven classroom experiences -Ground level outdoor space unsecure
+Positives
+Campus Style, separation of spaces +Continues strong Penn Ave presence +Continues strong Penn Ave presence +Continues strong Penn Ave presence +A lot of outdoor greenspace, on the +Central courtyards with less shadow +A lot of outdoor greenspace +A lot of outdoor greenspace, on the cast over them +Opens up to the context, except the ground and building level ground and building level +Opens up to the context, especially +Opens up to the context, except the residential units to the south +Opens up to the context, especially the residential units to the south residential units to the south the residential units to the south +Similar classroom experiences -Negatives -Negatives +Administrative spaces as cores near -Negatives -Small multipurpose public space classroom spaces -Inter-spatial type circulation outdoors -Ground floor greenspace will have shadows -Uneven classroom experiences -Ground level outdoor space unsecure -Ground floor greenspace will have cast on it by southern masses -Will require weird circulation -Negatives shadows cast on it by southern masses -Uneven classroom experiences -Ground level outdoor space unsecure -Strong EW Axis, allows winter wind to -Strong EW Axis, allows winter wind to blow through the site blow through the site
The Environmental Charter School
enclosed Western mass to block wind trative massing divided into across site courtyards with less shadow
-6”
L ST
Winter Sun Shading 11 AM & 5 PM
-Negatives
AVE
CARROL
L ST
-”Closed off” from community -Higher story construction to south facing residential units -Ground floor greenspace will have shadows cast on it by southern masses
AVE
-6”
CARROL
+Secure, enclosed +Strong Western mass to block wind +Administrative massing divided into various chunks across site +Central courtyard
0’
S MATHILDA ST
EDMOND
0’
AVE
+Positives
-22”
ST
ST
COMRIE
GEM WAY
PENN AVE
-22”
PEARL
“[The Environmental Charter School] defines sustainability as acting in the best interest of our planet and our people. Our purpose as an academic institution and stewards of the planet is to educate our students on how to respect and value the natural world and its resources. We seek to reflect our values and teachings in how we operate our building and model responsible behaviors for our students and the wider community.”
MASSING STRATEGY
+Positives
+Positives
+Positives
+Continues strong Penn Ave presence +Continues strong Penn Ave presence +Continues strong Penn Ave presence +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the ground and building level ground and building level ground and building level +Opens up to the context +Opens up to the context +Opens up to the context, especially +Similar classroom experiences +Similar classroom experiences the residential units to the south +Simple arrangement of spaces +Similar classroom experiences +Administration positioned near -Negatives classrooms -Negatives -Uneven classroom experiences
-Ground level outdoor space unsecure -Uneven classroom experiences -Awkward placement of classroom -Ground level outdoor space unsecure spaces -Small multipurpose space -Will require weird circulation -Administrative spaces placed awkwardly
-Uneven classroom experiences -Ground level outdoor space unsecure -Negatives -Segregated arrangement of spaces -Uneven classroom experiences -Ground level outdoor space unsecure -Tall space close to southern edge
15’
+Positives
+Positives
-Negatives
-Negatives
+Continues strong Penn Ave presence +Continues strong Penn Ave presence +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the ground and building level ground and building level +Opens up to the context, especially +Opens up to the context, especially the residential units to the south the residential units to the south +Similar classroom experiences +Similar classroom experiences
- Some uneven classroom experiences -Ground level outdoor space unsecure
+Positives
30’
60’
+Positives
+P
+Continues strong Penn Ave presence +Continues strong Penn Ave presence +A lot of outdoor greenspace, on the +A lot of outdoor greenspace, on the ground and building level ground and building level gr +Opens up to the context +Opens up to the context +Similar classroom experiences +Similar classroom experiences th +Simple arrangement of spaces
-Negatives
cl -Negatives -Uneven classroom experiences -Uneven classroom experiences -Uneven classroom experiences -Ground level outdoor space unsecure -Ground level outdoor space unsecure -Ground level outdoor space unsecure -N -Awkward placement of classroom -Small multipurpose space -Segregated arrangement of spaces spaces -Administrative spaces placed -Will require weird circulation awkwardly
The project uses a bar massing strategy to answer the siteâ&#x20AC;&#x2122;s unique commercial and residential context.
MASSING STRATEGY
MASSING & CONTEXT (cont.) the Environmental Charter School can more easily engage in partnerships will organizations such as Assemble while remaining accessible to the general public. Furthermore, the green space within the Allegheny Cemetery across Penn Avenue also serves as a larger greenspace for students to explore and learn from which runs parallel to their mission and their way of teaching. The projectâ&#x20AC;&#x2122;s proposed circulation strategy features two sets of stairs for vertical ascension on the east and west sides of the building connected by a long, straight hallway. This design provides a simplistic circulation route to prevent confusion. In addition, the linearity of the hallways allow for fewer blind spots, allowing the teachers to more easily check for any issues and also preventing The problems such as bullying.
COMMERCIAL
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project uses a bar massing strategy to develop a simple circulation route for the building.
MASSING S
Think Labs
Classrooms
Outdoor Space Study Halls
Circulation
Offices Lobby/Library
Outdoor Learning Space Outdoor Greenspace
12
South Mathilda Street Edmond Street
CONTEXTUAL RESPONSE Given the commercial context to the north of and along Penn Avenue, the north facade maintains the tempo of the commercial hallway along the north street frontage using balconies and opening outdoor space along the north facade. Considering however, how the commercial zone to the north dissolves into a residential zone to the Edmond Street south, it was important to address this by also changing materiality
Comrie Way
24
North North Scale North Scale Scale North Scale
Elevation Elevation 1/16” = Elevation 1/16” = 1/16” = Elevation 1/16” =
1’ 1’ 1’ 1’
-
0” 0” 0” 0”
South South Scale South Scale Scale South Scale
Elevation Elevation= 1/16” Elevation= 1/16” 1/16” Elevation= 1/16” =
1’ 1’ 1’ 1’
-
0” 0” 0” 0”
West Elevation West Scale Elevation 1/16” = West Scale Elevation 1/16” = Scale 1/16” = West Elevation Scale 1/16” =
1’ 1’ 1’ 1’
-
0” 0” 0” 0”
East Elevation East Elevation Scale 1/16” = East Scale Elevation 1/16” = Scale 1/16” = East Elevation Scale 1/16” =
1’ 1’ 1’ 1’
-
0” 0” 0” 0”
from the commercial corrugated metal to brick which is more familiar to the residential houses to the south. As such, the building attempts to break down its facade from the formal response to the Penn Avenue context to a smaller scale along the southern facade.This transition also uses the east and west facades as gradients to begin this transformation andStreetdissolving to the south. South Mathilda
Penn Avenue
INTEGRATION OF PUBLIC The Environmental Charter School seeks to incorporate the local community in its culture and daily operation. The public should be welcome to utilize the resources of the school, to view the work of students, and to share designated spaces as a resource to the community during appropriate hours. Furthermore, parents, when visiting the school, should experience the variety of spaces and also be exposed to the range of work done. As a building situated in a unique context bordering both commercial and residential zones of Bloomfield, the school should also strive to provide a resource to the public to not only advertise the work of the school and its students, but also to integrate more seamlessly into the context and welcome the local community to its premises to promote trust.
The public library is located on the first floor just past the entrance vestibule of the school. It is furnished with bookshelf benches and features work tables and seating closer to the southern edge of the building. The concept is not to have a strict library card system, but rather a trust system where community members are welcome to donate and borrow books freely. In this way, a system of trust can be developed between community members and the school. The public can also then donate and invest in the schoolâ&#x20AC;&#x2122;s resources as well as see the ECS studentsâ&#x20AC;&#x2122; work displayed in the public area. The space can also then be used by community members as work spaces available to them at reasonable hours. Furthermore, this space can pioneer the formation of the relationship that the ECS desires to have with the local community in the way it manifests that spirit physically.
Think Lab 2080 SQ FT
G
Classroom Studios 1350 +/- SQ FT EA
Penn Avenue
Teacher Office 182 SQ FT EA
Admin. Offices 147 SQ FT EA
Health Office 426 SQ FT
Teacher Workspace 390 SQ FT
Restrooms 177 SQ FT EA
Storage 92 SQ FT
Reception Office 300 SQ FT
Public Library 1500 SQ FT
a Street South Mathild
Edmond Street
Conference Room 405 SQ FT
Multipurpose Space 3970 SQ FT
Comrie Way
13
CONNECTION TO NATURE
The ECS has allotted spaces on all floors to have a connection to the outdoors. Third Floor Framing Plan From the balcony areas of the upper Scale 1/40” = 1’ - 0” floors to the outdoor learning spaces and gardening spaces at grade, the design allows for occupants to experience Roof Plan Fourth Flo Scale 1/16” = 1’ - 0” Scale 1 and have a constant connection to the outside, thus generating a more Roof Plan Fourth Floor Framing comfortable and humane environment Scale 1/16” = 1’ - 0” Scale 1/40” = 1’ to teach, learn, and work in. The upper floors position balconies reaching towards the south, however the first floor not only opens into the green spaces Roof Plan Fourth Floor Framing Second Floor Framing Plan Scale 1/16” = 1’ - 0” Plan but also the multipurpose space opensScale 1/40” = 1’ Second Floor Framing Scale 1/40” = 1’ - 0” Scale 1/40” = 1’ - 0” with large garage doors to both outdoor Roof Plan Fourth Floor green spaces to the east and west. It isFraming Plan Scale 1/16” = 1’ - 0” Scale 1/40” = 1’ - 0” Gem Way noticeable that the outdoor spaces are a Gem Way Fourth Floor Plan Third Fl bit unevenly distributed across the floors, Scale 1/16” = 1’ - 0” Scale 1 which is alleviated by the fact that the firstThird Floor Framing Fourth Floor Plan Scale 1/16” = 1’ - 0” floor spaces are available to the public forScale 1/40” = 1’ use and that the upper floors share their outdoor space. The relationship between spaces on the upper floors differs from that of the first floor which generates a dialogue betweenThird Floor Framing Fourth Floor Plan
Fourth Floor Plan Scale 1/16” = 1’ - 0”
Third Floor Framing Plan Scale 1/40” = 1’ - 0”
Fourth Floor Plan Scale 1/16” = 1’ - 0”
Think Lab 2080 SQ FT
Think Lab 2080 SQ FT
s to blend .
EXPERIENTIAL STRATEGY
Third FloorFloor Plan Framing Plan Fourth Third Floor Plan ScaleScale 1/16” = 1’ =- 1’0”- 0” 1/40” Scale 1’ - 0” Plan Fourth1/16” Floor= Framing Scale 1/40” = 1’ - 0”
Classroom Studios
Classroom Studios 1350 1350 +/- SQ FT +/- SQ FT EA EA
Think Lab 2080 SQ FT
Scale First 1/16” = 1’ - 0” Plan Floor Framing Scale = 1’Floor - 0”Framing Plan Fourth Floor1/40” PlanFirst
Second Floor Plan Scale 1/16” = Framing 1’ - 0” Plan Third FloorPlan Second Floor 1/40” ScaleScale 1/16” = 1’ =- 1’0” - 0” Third Floor Framing Plan The Scale 1/40” = 1’ - 0”
Conference Room 405 SQ FT
Admin. Offices 147 SQ FT EA
Scale 1/40” = 1’ Roof Plan
Third Floor Framing Plan Scale 1/16” Scale 1/40” = 1’ - 0”
Scale 1/16” = 1’ - 0”
project provides many opportunities to blend indoor Penn andAvenue outdoor spaces, on all floors.
Roof Plan Scale 1/16” = 1’ - 0” Roof Plan Scale 1/16” = 1’ - 0”
Think Lab 2080 SQ FT
Penn Avenue Teacher Office 182 SQ FT EA
Scale 1/40” = 1’ - 0”
EXPERIENTIAL STRATEGY
Roof Plan Second Flo Scale 1/16” Second Floor Framing Scale 1 Scale 1/40” = 1’
Third FloorFloor Plan Framing Plan Fourth Third Floor Plan ScaleScale 1/16” = 1’ =- 1’0”- 0” 1/40” Scale 1’ - 0” Plan Fourth1/16” Floor= Framing Scale 1/40” = 1’ - 0”
Reception Office 300 SQ FT
Think Lab 2080 SQ FT
Public Library 1500 SQ FT
The project provides many opportunities to blend indoor and outdoor spaces, on all floors. Public Library 1500 SQ FT
Storage 92 SQ FT Multipurpose Space 3970 SQ FT
Scale 1/16” = 1’ - 0” Fourth Floor Plan Site Plan Scale 1/16” = Gem 1’ -Way 0” Scale 1/16” = 1’ - 0” Gem Way
Comrie Way
Reception Office 300 SQ FT
EA
Edmond Street
Teacher Workspace 390 SQ FT
Health Office 426 SQ FT
First Floor Framing Plan
Public Library 1500 SQ FT
Restrooms
177 SQ FT Storage 92 SQ FT EA
Public Library 1500 SQ FT
Scale Scale 1/40”1/16” = 1’ =- 1’ 0” - 0” Penn Avenue Roof Plan Scale 1/16” = 1’ - 0” Penn Avenue
MEP Room 1135 SQ FT
ThirdFraming Floor Plan First Floor Plan Scale 1/16” 1’ - 0” Scale 1/40” = 1’ -= 0” ThirdFraming Floor Plan First Floor Plan Scale 1/16” 1’ - 0” Basement Plan Scale 1/40” = 1’ -= 0”
Storage 92 SQ FT Multipurpose Space 3970 SQ FT
Second Floor Framing Plan Scale 1/40” = 1’ - 0” Second Floor Framing Plan Basement Structural Plan = 1’ - 0” Scale 1/40” Scale 1/40” = 1’ - 0” Conference Room 405 SQ FT
Edmond Street
Conference Room 405 SQ FT
Classroom Studios 1350 +/- SQ FT EA
Teacher Office 182 SQ FT EA
Admin. Offices 147 SQ FT EA
Admin. Offices
147 SQ FT EA Health Office 426 SQ FT
Teacher Workspace 390 SQ FT
Site Plan Scale 1/16” = 1’ - 0”
Edmond Street
Classroom Studios 1350 +/- SQ FT EA
Basement Plan Scale 1/16” = 1’ - 0”
athilStdareetStreet h hilMda utat SouthSoM
Teacher Workspace 390 SQ FT
Reception Office 300 SQ FT
Teacher Office 182 SQ FT Restrooms 177 SQ FT EA
The project provides many opportunities to blend Scale 1/40”First = 1’Floor - 0”Framing 1/40” 0” Scale 1/40” = 1’ ScaleScale 1/16” = 1’ =- 1’0” -indoor and outdoor spaces, on all floors. Third Roof Floor Plan Framing Plan Third FloorFloP Fourth
Carroll St
26
Admin. Offices 147 SQ FT EA Health Office 426 SQ FT
Second Floor Plan Scale 1/16” = Framing 1’ - 0” Plan Third FloorPlan Second Floor
Think Lab 2080 SQ FT
Think Lab 2080 SQ FT
Teacher Office 182 SQ FT EA
Admin. Offices 147 SQ FT EA
Conference Room 405 SQ FT
Edmond Street
MEP Room 1135 SQ FT
Health Office 426 SQ FT
Teacher Workspace 390 SQ FT
Reception Office 300 SQ FT
Comrie Way Reception Office 300 SQ FT
EA
Public Library 1500 SQ FT
Gem Way Restrooms 177 SQ FT Storage 92 SQ FT EA
Gem Way
Comrie Way Public Library 1500 SQ FT
Site Plan ScaleBasement 1/16” = Structural 1’ - 0” Plan
Storage 92 SQ FT
Scale 1/40” = 1’ - 0”
Multipurpose Space 3970 SQ FT
Carroll St
Classroom Studios 1350 +/- SQ FT EA
Plan = 1’ - 0” Plan = 1’ - 0”
Carroll St
Second Floor Framing Plan Scale 1/40” = 1’ - 0” Second Floor Plan FourthFraming Floor Plan Scale Scale 1/40”1/16” = 1’ -= 1’ 0” - 0” Fourth Floor Plan Site Plan Scale 1/16” = Gem 1’ -Way 0”
Way First FloorGem Framing Plan Scale 1/40” = 1’ - 0” Site Plan First Floor Framing Plan Scale 1/16” Basement = 1’ - 0” Plan = 1’ - 0” Scale 1/40”
Classroom Studios 1350 +/- SQ FT EA
Comrie Way Basement Structural Scale 1/40” = 1’ Conference Room 405 SQ FT
Penn Avenue Penn Avenue
Scale 1/16 Third Flo Second Floor 1 ScaleScale 1/16” Third Flo Scale 1
MEP Room 1135 SQ FT
Scale 1/16” = 1’ - 0”
MEP Room 1135 SQ FT
Carroll St
Second Floo
Multipurpose Space 3970 SQ FT
Comrie Way
Scale 1/16” = 1’ - 0”
Third Floor
ScaleScale 1/16” 1/ Scale Fourth1/16 Flo Scale 1/
Multipurpose Space 3970 SQ FT
Teacher Office 182 SQ FT Restrooms 177 SQ FT EA
MEP Room 1135 SQ FT
Third Floor Plan Scale 1/16” = 1’ - 0” Third Floor Plan Scale 1/16” = 1’ - 0”
Second Floor Scale 1/16” Second Floor Scale 1/16”
Scale 1
Penn Avenue
Think Lab 2080 SQ FT
Think Lab 2080 SQ FT
ScaleFraming 1/16” First Floor Scale 1/40”First = 1’Flo
Penn Avenue
Comrie Way Conference Room 405 SQ FT
Scale 1/16” = 1’ - 0”
Classroom Studios 1350 1350 +/- SQ FT +/- SQ FT EA EA
1/40” ScaleScale 1/16” = 1’ =- 1’0” - 0” Third Floor Framing Plan Scale 1/40” = 1’ - 0”
Fourth Floor Plan Scale 1/16” = 1’ - 0” Fourth Floor Plan Scale 1/16” = 1’ - 0”
Fourth Floor Gem Way
Classroom Studios
Site Plan Scale 1/16” = 1’ - 0”
Carroll St
Fourth Floor Scale 1/16”
Second Floor Plan Scale 1/16” = Framing 1’ - 0” Plan Third FloorPlan Second Floor
Multipurpose Space 3970 SQ FT
Second Floor Framing
Second Floor Framing Plan Scale 1/40” = 1’ Scale 1/40” = 1’ - 0”
Street South Mathilda
Second Floor Framing Plan Scale 1/40” = 1’ - 0” Second Floor Framing Plan Fourth Floor Plan Scale 1/40” = 1’ - 0”
EXPERIENTIAL STRATEGY
Third FloorFloor Plan Framing Plan Fourth Third Floor Plan ScaleScale 1/16” = 1’ =- 1’0”- 0” 1/40” Scale 1’ - 0” Plan Fourth1/16” Floor= Framing Scale 1/40” = 1’ - 0”
Think Lab 2080 SQ FT
Street
Roof Plan Scale 1/16” = 1’ - 0” Roof Plan Scale 1/16” = 1’ - 0”
Restrooms 177 SQ FT Storage 92 SQ FT EA
Street South Mathilda
EA
Teacher Workspace 390 SQ FT
Health Office 426 SQ FT
Street South Mathilda
426 SQ FT
Classroom Studios 1350 1350 +/- SQ FT +/- SQ FT EA EA
Think Lab 2080 SQ FT
Street South Mathilda
Teacher Workspace 390 SQ FT
Reception Office 300 SQ FT
Street South Mathilda
Admin. Offices 147 SQ FT EA Health Office
Teacher Office 182 SQ FT Restrooms 177 SQ FT EA
Street South Mathilda
Edmond Street
Edmond Street
Classroom Studios
Conference Room 405 SQ FT
Conference Room 405 SQ FT
CONNECTION TO NATURE (cont.) the private administration spaces and the public spaces that surround it. On the upper floors, because ECS teachers are all assigned their own room, the classroom spaces are private spaces for each class which are flanked to the south by communal Study Hall spaces and Think Lab spaces. The more private spaces are occupied for more extended periods of time and thus make use of northern day lit whereas the more public spaces are contrastingly bright given the sunlight that lights these spaces. These spaces provide a more diverse set of spaces for the Environmental Charter School to work and allows for the teachers to have more flexibility in regards to their â&#x20AC;&#x153;classroomâ&#x20AC;?. The project features landscaped green spaces, both for educational purposes and for planting/growing use that are available to the community. These spaces ultimately can help to give back to the community and serve as yet another potential way to form relationships with
14
SPAIGR WALL SECTIONS
EPIC Toris 6” DECKING
CORRUGATED METAL HANGER
STEEL WIDE FLANGE I-BEAM THERMAL BREAK PANEL
[R] CORRUGATED METAL
STEEL WIDE FLANGE I-BEAM W36X12 160 STEEL WIDE FLANGE I-BEAM W27X14 336
[S] STEEL 8X8 COLUMN
HOPPER WINDOW
[S] COLD ROLLED METAL STUDS W/ BATT INSULATION
[P] PANEL
[A] AIR BARRIER
[G] AIR GAP
[I] RIGID INSULATION CavityRock by Rockwool NA
CONCRETE FOUNDATION WALL
FOUNDATION DRAIN
South Wall Section Detail with Partial Elevation Scale 3/4” = 1’ - 0”
SOUTHERN WALL SECTION 28
The Environmental Charter School applies the SPAIGR model of detailing wall sections to enable the building to have a more continuous thermal envelope and to minimize thermal breaks. The thermal envelope currently has a high R-value exceeding code, however it can be further adjusted to have even more insulative capacity. The southern facade of the school features more vulnerable fenestration which is shaded by a combination of balconies and horizontal wooden slats hung
from balconies. The shading devices accommodate for the 45 degree angle of sun at its lowest point in the cooling dominated times of the year in Pittsburgh and lets in the lower sun angles in the winter. This shading system allows for less glare to penetrate and makes the interior public spaces more comfortable for individual reading and learning exploration for students. Furthermore, the balconies serve as extensions of the classrooms to the outdoors and can serve as storage for exterior experiements, broadening the range of spaces available to teachers.
[R] CORRUGATED METAL CORRUGATED METAL HANGER
DROP CEILING
STEEL WIDE FLANGE I-BEAM W36X12 160 STEEL WIDE FLANGE I-BEAM W27X14 336
DOUBLE HUNG WINDOW
[S] STEEL 8X8 COLUMN
[S] COLD ROLLED METAL STUDS W/ BATT INSULATION
[P] PANEL
[A] AIR BARRIER
[I] RIGID INSULATION CavityRock by Rockwool NA
[G] AIR GAP
[R] BRICK
BRICK HANGER
EPIC Toris 6” DECKING
CONCRETE FOUNDATION WALL
FOUNDATION DRAIN
North Wall Section Detail with Partial Elevation Scale 3/4” = 1’ - 0”
NORTHERN WALL SECTION 15
WEATHERIZATION KIT CMU FREEDOM BY DESIGN
20 HOUSEHOLDS
HEIDI WALTERS TED GERSTEIN
MATE
RIAL
DONAT
IONS
20 HO
USEH
OLDS
$$$
JOHN FOLAN DESIGN DIRECTOR
PROJECT HIP OF SORS SPON
ALEXIS MCCUNE FACULTY ADVISOR
R
SN
M
FREEDOM BY DESIGN CARNEGIE MELLON UNIVERSITY
EA
A P T E R AIAS
*The American Institute of Architecture Students (AIAS) is an independent, nonprofit, student-run organization dedicated to providing unmatched progressive programs, information, and resources on issues critical to architecture and the experience of education. **The National Council of Architectural Registration Boards (NCARB) is a nonprofit organization made up of the architectural licensing boards of 55 states and territories. While each jurisdiction is responsible for regulating the practice of architecture within its borders, NCARB develops and administers national programs for licensure candidates and architects to ensure they have the mobility to go wherever their career takes them.
PRODUCTION
TERRY WILES COMMUNITY OUTREACH COORDINATOR
CM U FBD T
ATIO N AL
WEATHERIZATION KITS DISTRIBUTION
LS TOO ND
MUNITY R OOM F COM EO A US
CA
GIE M ELL ON
CH
AIA
DOW NS WIN ND TRATIO RA S DOO EMON D FOR
DEMONSTRATION
Physical, Educational, Environmental, SocioEconomic, Cultural Freedom by Design™ (FBD) encourages students to serve their communities by addressing issues with design solutions. FBD provides real-world experience through working with clients, learning from local licensed architects and contractors, and experiencing the practical impacts of architecture and design.
40 LARIMER HOUSEHOLDS
$$$
NE
Freedom by Design™, the AIAS* community service program in partnership with the National Council of Architectural Registration Boards (NCARB)**, uses the talents of architecture students to radically impact the lives of people in their community through modest design and construction solutions. The program embraces efforts to provide both design-build and engagement solutions to address 5 barriers:
MALIK BANKSTON EXECUTIVE DIRECTOR
EXEC UTIVE D IRECTOR
NETWORK The weatherization kit project identifies an issue of lack of awareness about sustainability in regards to infiltration which can often be quite high, especially in a cold climate like Pittsburgh. The cohort of students that worked on this project over the course of one and a half years saw this as an opportunity not only for advocacy and activism, but also an opportunity to help individuals in the low income sector. The distribution of weatherization kits and the knowledge to apply
them strive to help lower heating bills in the winter for residents through fairly inexpensive means that can be recreated there after. Although small in scale, this project was made possible through the generosity and support of many organizations, including Project RE_, Construction Junction, the Carnegie Mellon University School of Architecture, the Kingsley Association, NCARB, and Frost King. These organizations helped to sponsor boxes, provided materials, funding, workspace, and an audience of residents who could benefit from the project.
SPECIAL SPECIALTHANKS THANKSTOTOOUR OURSPONSORS: SPONSORS:
PPRREE PPAARR AATTIIOO NN W WIINNTT EERR
Ene Ene rgy rgyand andCos Cos t Sav t Sav ing ingStra Stra tegi tegi eses
30
NCARB GRANT APP / RECEIVE GRANT CHOOSE PROJECT
Sep.
*WEEKLY MEETINGS
PROTOTYPING PART 1
PROTOTYPING PART 2
BOOK RESEARCH
BRANDING
BOOK CONTENT PRODUCTION - SUBMIT FOR EDITING + COMPILATION
Oct.
Nov.
REFINE PROJECT IDEA - CONSULT W/ JOHN
MAKE BOOK TEMPLATE
Dec.
BOOK COMPILATION
Jan.
Feb.
TAKE PHOTOS FOR BOOK OVER BREAK
APPLY FOR NCARB GRANT
Mar.
LEGAL REVIEW
Apr.
May BOOK SUBMITTED FOR LEGAL REVIEW
REVISE PROTOTYPE OF BOX HAVE ALL PHOTOS FOR BOOK
JOHN REVIEWS BOOK FOR LANGUAGE AND CLARITY
RESTRUCTURE ASSIGNMENT SYSTEM FOR TASKS RECEIVE NCARB GRANT
COLLECT SMALL DONATIONS / HOST SMALL FUNDRAISERS $$$ PGH SMALL GRANT APPLICATIONS $$$ - FOR EXPANSION OF PROJECT INSTALLATION HELP RSVP TO EVENT PRODUCE BOXES
Jul.
PRINT BOOKS
Aug.
Sep.
7/15 SUBMIT FINAL VERSION FOR CMU APPROVAL / ORDER MATERIAL AND ITEMS FOR BOXES
Oct.
Nov.
9/4 NEW MEMBER BOX MAKING WORKSHOP - FIRST 20 BOXES
RECEIVE BOOK FROM CMU LEGAL WITH NOTES
8/20-24 FINISH APPLYING FOR SUMMER GRANTS
11/10 DISTRIBUTION EVENT
10/1 FINALIZE SPONSORS FOR BOOK
SCHEDULING The project’s schedule for the initial set up of the project was roughly one and a half years. The first year supported the development of the book and initial prototypes of the weatherization kit. After this period of time, grants were applied for and the assembly workshops for the boxes began. After the distribution event, several students were assigned to outreach for individuals who had determined that they would require assistance for installing the weatherization components
Electric Socket Insulator
Dec.
10/21 HAVE ALL BOXES ASSEMBLED + ALL OBJECTS FOR EVENT
2018 DISTRIBUTION COMPLETE!
EVALUATION + RESPONSE
in their homes. The development of the booklet serves to not only graphically represent how to utilize the components featured in the boxes, but also can be reused in coming years. This project excels at giving students the opportunity to engage with community members and develop relationships with organizations in the local area. Looking forward, it will also serve as a way to inbound new members of CMU’s Freedom by Design Chapter. Lastly, considering that the infrastructure for the entire operation is already solidified and strong, the project can be a annual project that the community can rely upon.
WEATHERSTRIPPING WARNING
1
Required Tools: Screwdriver (Included)
WEATHERSTRIPPING WARNING
SOCKET INSULATOR WARNING
Place socket insulator in the wall cut-out
Remove plastic socket cover
WHY?
WEATHERSTRIPPING WARNING WEATHERSTRIPPING WARNING
The following should be considered before installing electric outlet and switch sealers as there is a risk for electric shock: Do not push insulators too far into socket. Do not touch the relay terminal (live parts) or socket terminal (live parts) while the power is on. Do not insert screws or screwdriver into wall socket ports. Do not cut or tamper with any wires on the duplex receptacle.
WEATHERSTRIPPING WARNING
SOCKET INSULATOR WARNING
INSULATION PLASTIC WARNING
5
3
Example of Foam Socket Insulator
The spaces behind electrical outlets and light switches are often the least insulated places in a wall. In older houses it is common to feel cold drafts coming from electrical outlets, especially on exterior walls. This may not seem significant, but any air leakage can increase heating bills during the winter. On average, an estimated 2-4% of heat loss occurs through electrical outlets and light switches.1
SOCKET INSULATOR WARNING
INSULATION PLASTIC WARNING
SOCKET INSULATOR WARNING
INSULATION PLASTIC WARNING
INSULATION PLASTIC WARNING
WEATHERSTRIPPING WARNING
SOCKET INSULATOR PLASTIC Beware of Electric INSULATION Shock WARNING WARNING
SOCKET INSULATOR PLASTIC Beware of Electric INSULATION Shock WARNING WARNING
Turn power off before installation by: Tripping circuit switches to off position OR Temporarily removing fuses during installation
2 4
Unscrew plastic socket cover
6 Re-install the socket cover
Poke a hole in center for screw with a sharp pencil or scissor.
You are done! Seemingly small improvements such as this can reduce your heating bills greatly! Do this for all of your electrical sockets, and switch plates. 2
3
4
5
16
PRODUCTION & ASSEMBLY The production of the boxes involves a series of operations, from laser cutting thin cardboard sheets and spray painting, to careful folding and hot gluing pieces together to form handles. The assembly of the boxes became a great tradition to get to know each other while making boxes. It also exercises teamwork and collaborative strategy in optimizing for efficiency by creating assembly lines and helping out where more hands are needed. The boxes reached this form through various iterations of testing, experimentation, and starting over. The small details like the handle and how it would be attached and support weight were also carefully detailed to ensure that the boxes would be able to handle a walk home from the distribution event. In creating a brand and aesthetic for the boxes, a spray painting strategy was used for visual and graphic effect both as a box on its own, but also in an aggregated form which begins to spell â&#x20AC;&#x153;weatherization kitâ&#x20AC;?, hopefully sparking intrigue.
DISTRIBUTION The distribution event took careful planning, setup, and splitting of roles. Individuals were assigned to greeting, documentation, cooking waffles for the community members, and other tasks. The event took place at Project RE_ at Construction Junction and was an event to not only distribute the boxes, but also to demonstrate in person how applying the contents of the box could look. This became a great experience for individuals to interact with community members with respect, but also authority in speaking to their own knowledge regarding weatherization and sustainability. Also, it gave community members the opportunity to try out some of the products in person and to ensure that they would be confident doing the same at home. The first distribution event was a fantastic success and it has set the stage for the project to continue to run in the future to make a consistent positive impact while also looking to new opportunities and projects pursue.
17
ENFOLD SHELTER 48 PARTNER
GHALYA ALSANEA
“This challenge focuses on natural disasters by looking at the concept and definition of shelter in their immediate aftermath and by posing the question: how can architecture and design help protect, shelter and save lives when they strike? Natural disasters kill thousands of people a year. Typically, the biggest killer isn’t the actual event itself, but the hours following the event. Often, it is the lack of adequate shelter – a basic human need to survive – coupled with the obliteration of infrastructures and services and the lack of provisions, which make the 48 hours post-disaster a critical zone for the victims: a determining factor between survival or death. ‘Shelter 48’ seeks a guardian angel, a protector, and an emergency lifesupport system to be deployed rapidly after natural disasters strike.” Eleven Magazine
34
APPROACH Enfold details a deployable container packed with expandable structures with space for storage. It hones in on water, first aid, shelter, and information as its key principles, yet simplifies other logistical aspects to enable survivors to access the container promptly. To make efficient use of space, it was important to design collapsible structures that fill minimal space when folded yet expand to sizable
domes as the container is deployed, allowing the remnant space to store systems, medical supplies, or other resources. Furthermore, it is modular and can be scaled up to the magnitude and extent of the disaster. Enfold proposes a highly customizable, compact, and easily deployed solution to the issue of post-disaster relief support systems that can serve a large number of people and also be repurposed to help a community rebuild in the long term.
PV Panels
Water Collection Modularity System
Wind Resistant
PVC Expandable Structure Type I
PVC Expandable Structure Type II
Medical Supply Storage Space
2.59 m General Supply Storage Space
6.09 m
Water Filtration System
2.44 m
18
MATERIALS & ASSEMBLY
CONSTRUCTION MATERIAL KEY:
3 4
1. 2'-0" X 2'-0" X 2" CONCRETE PAVER
5
2. 4” X 4” X .375” STEEL ANGLE BOLTED 3. STEEL SECONDARY BEAM W8X21 @ 24’-0” O.C. 4. STEEL BAR JOIST 5. STEEL TUBE 8” X 2” X .375” @ 8’-0” O.C. VERTICALLY AND @ 2’-6” HORIZONTALLY
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6. PAVE EL PEDESTAL WITH PROTECTION PAD
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7. STAINLESS FLASHING
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8. EPDM ROOFING
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9. HIGH LOAD RIGID INSULATION
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10. TREATED WOOD BLOCKING
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11. STEEL DECKING 12. STEEL SECONDARY BEAM W8X40 @ 12’-0” O.C. 13. POLISHED CONCRETE SLAB 14. KAWNEER WINDOW 451T SPACED 4’-0” O.C. 15. .375" THICK STEEL PLATE WELDED TO TUBE & BOLTED TO CHANNEL
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16. THERMAL BREAK
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17. STEEL CHANNEL C15X50
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18. STEEL PRIMARY BEAM W16X45 @ 24'-0" O.C 19. STEEL COLUMN W8X24 @ 24'-0" O.C 20. FLASHING 21. WELDED WIRE MESH 22. 1/2" TK. FIBER CEMENT PANEL 15
23. COLD ROLLED METAL FRAMING @ 16" O.C. SPACING
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24. CORRUGATED METAL SIDING
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25. VAPOR BARRIER 26. RIGID INSULATION
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27. 5/8" TYPE X GYPSUM BOARD
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28. SILL SEAL
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29. GRAVEL BACKFILL
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30. CONCRETE SLAB W/ WELDED WIRE MESH
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31. COMPACTED GRAVEL BACKFILL
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32. WATERPROOFING
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24
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34. 10" TK. CAST IN PLACE CONCRETE FOUNDATION WALL
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35. RIGID INSULATION
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33. 18" WIDE CONCRETE PIER WITH 1/2" DIA. ANCHOR BOLTS IN NON SHRINK GROUT BED
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36. FOUNDATION DRAIN W/ GEO TEXTILE FABRIC
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37. REINFORCED CONCRETE FOOTING
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EXPLODED ISOMETRIC SCALE: 1/4” = 1’-0”
SCOPE OF WORK Thisa series of drawings was completed using Rhinoceros 5 and Adobe Illustrator exclusively. These drawings feature and hone in on aspects of enclosure, structure, zoning code, and emphasize the details of construction. The projects vary DETAIL 1
in regards to the type, material system, time of construction, and the scale of detail, but all of the work done seeks to look deeper into how buildings are assembled and their embedded logic. The course engaged both buildings at both the scale of steel construction in a company building to
CONSTRUCTION MATERIAL KEY:
SCALE: 1/2” = 1’-0”
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1. STEEL COLUMN W8X24 @ 24'-0" O.C 2. STEEL BOLT (NUT AND WASHER) 3. 1/2" DIA. ANCHOR BOLTS WITH NON SHRINK GROUT BED 4. 18" WIDE CONCRETE PIER 5. 10" TK. CAST IN PLACE CONCRETE 6. STEEL REBAR
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BUILDING: 1939 BRAZILIAN PAVILION NEW YORK, US OSCAR NIEMEYER
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CONSTRUCTION TYPE: 1A OCCUPANCY TYPE: A-3 ORCHID HOUSE AGRICULTURAL BUILDING 808 SQ FT 3 OCCUPANTS
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BIRDHOUSE STORAGE AREA 729 SQ FT 3 OCCUPANTS AQUARIUM STORAGE AREA
3 4
IBC TABLE 503 | TYPE 1A CONSTRUCTION WITH GROUP A-3 USE ALLOWS FOR BOTH AN UNLIMITED NUMBER OF STORIES AND UNLIMITED FLOOR AREA. THIS BUILDING IS THREE STORIES HIGH AND HAS A TOTAL FLOOR AREA OF 44954 SQ FT, AND IS THEREFORE COMPLIANT WITH THE CODE
SNAKES STORAGE AREA 610 SQ FT 3 OCCUPANTS
5 ASSEMBLY (UNCONC.) 1220 SQ FT 81 OCCUPANTS
TABLE 1015 | ONE MEAN OF EGRESS IS SUFFICIENT IF THE OCCUPANT LOAD IS BELOW 49 PER FLOOR, THUS ONE MEAN OF EGRESS WITH BE INSUFFICIENT FORTHIS PROJECT
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TABLE 601 | FIRE RESISTANCE RATINGS FOR TYPE 1A CONSTRUCTION ARE 3 HOURS FOR EXTERIOR AND INTERIOR BEARING WALLS AS WELL AS THE STRUCTURAL FRAME. THE FLOOR CONSTRUCTION IS TO BE 2 HOUR RATED AND THE ROOF IS TO BE 1 1/2 HOUR RATED.
INFO DESK BUSINESS 75 SQ FT 1 OCCUPANT ASSEMBLY (UNCONC.) 1115 SQ FT 75 OCCUPANTS
2
DANCE FLOOR ASSEMBLY (UNCONC.) 2116 SQ FT 142 OCCUPANTS
COFFEE BAR BUSINESS 280 SQ FT 3 OCCUPANTS COFFEE EXHIBIT ASSEMBLY (UNCONC.) 722 SQ FT 49 OCCUPANTS
RESTAURANT ASSEMBLY (UNCONC.) 1294 SQ FT 87 OCCUPANTS
TABLE 1016.1 | EXIT ACCESS TRAVEL DISTANCE WITH A SPRINKLER SYSTEM, THE EXIT ACCESS TRAVEL DISTANCE FOR A OCCUPANCY IS RAISED TO 250 FT.
STORAGE STORAGE AREA 466 SQ FT 2 OCCUPANTS
KITCHEN COMMERCIAL KITCHEN 538 SQ FT 3 OCCUPANTS
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FIRST FLOOR PLAN SCALE: 1/32" = 1' - 0"
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5
FIRST FLOOR OVERVIEW TOTAL FLOOR AREA: 20301 SQ FT TOTAL OCCUPANCY: 849
532 SQ FT CLOAKROOM STORAGE ROOM 2 OCCUPANTS
13. AREAS OF REFUGE NOT REQUIRED FOR BUILDINGS WITH SPRINKLERS AS PRESCRIBED BY SECTION 1007.7.4, HOWEVER ARE INCLUDED AS AN ADDED SAFETY MEASURE IN THE CASE THAT THE RAMPS FAIL OR AN OBSTRUCTION BLOCKS A PATH TO THE NEAREST RAMP
MEANS OF EGRESS (STAIRS & RAMPS)
ESPLANADE ASSEMBLY (UNCONC.) 6620 SQ FT 442 OCCUPANTS
ASSIGNMENT 2 PAGE: 1 OF 4
OFFICES BUSINESS 879 SQ FT 9 OCCUPANTS
DETAIL 1
INSTRUCTOR: DAMIANI
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SCALE: 1/4” = 1’-0”
48-215 MATERIALS & ASSEMBLY SPRING 2017
EXHIBITION HALL ASSEMBLY (UNCONC.) 11,100 SQ FT 740 OCCUPANTS
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CODE ANNOTATION KEY:
12. EGRESS DOORS GENERALLY ARE TO SWING IN THE DIRECTION OF EXITING TRAFFIC
LECTURE HALL STAGE 255 SQ FT 165 OCCUPANTS [148 SEATS + 17 OCCUPANTS]
ASSEMBLED ISOMETRIC
TABLE 1019.1 | REQUIRED MEANS OF EGRESS FIRST FLOOR: OCCUPANT LOAD GREATER THAN 500 AND LESS THAN EQUAL TO 1000, THUS WITH 849 TOTAL OCCUPANCY, 3 MEANS OF EGRESS ARE REQUIRED SECOND FLOOR: OCCUPANT LOAD GREATER THAN 1000, THUS WITH 1358 TOTAL OCCUPANCY, 4 MEANS OF EGRESS ARE REQUIRED THIRD FLOOR: OCCUPANT LOAD BETWEEN 1 AND 500, THUS WITH 352 TOTAL OCCUPANCY, 2 MEANS OF EGRESS ARE REQUIRED
1. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 20' 2. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 65' 3. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 30' 4. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 32' 5. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 29' - 3" 6. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 32' 7. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 97' 8. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 75' - 6" 9. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 131' - 3" 10. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 107' - 6" 11. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 67' - 6"
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CMU School of Architecture
PRIMARY DESIGN CHANGES: ADDITION OF AN AUTOMATIC SPRINKLER SYSTEM ALONG WITH PASSIVE FIRE PROTECTION SYSTEMS TO MAKE THE BUILDING A TYPE 1A CONSTRUCTION, THUS ALLOWING FOR LESS STRINGENT EGRESS REQUIREMENTS CODE REVIEW: SECTION 301 | BUILDING FUNCTIONS PRIMARILY AS AN EXHIBITION SPACE, THUS IS CLASSIFIED AS A GROUP A-3 USE BUILDING
OUTDOOR EXHIBITION ASSEMBLY (UNCONC.) 5900 SQ FT 394 OCCUPANTS
722 SQ FT 3 OCCUPANTS
0 3/8"
“This course concerned the detailed development and refinement of architectural design as informed by the meaning, aesthetics and techniques related to the usage of materials and the process of construction. It introduced and examined the fundamentals between design intent and construction materials, the science of materials and their assemblies. After developing the fundamentals of aesthetics and techniques related to the use of materials and the process of construction, opportunities arose for in-depth explorations of these fundamentals of construction through a direct application and synthesis of new knowledge. This course solidified an understanding of the selection, design, preliminary sizing and methodology of construction systems organized by the 16 divisions of construction, as defined by the Construction Specifications Institute (CSI) as well as and introduction to the International Building Code (IBC) with special attention given to fire protection, types of construction, and means of egress.”
1 2
SECOND FLOOR PLAN SCALE: 1/32" = 1' - 0"
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13
10
9
SECOND FLOOR OVERVIEW TOTAL FLOOR AREA: 19386 SQ FT TOTAL OCCUPANCY: 1358
CONSTRUCTION MATERIAL KEY: 1. 2'-0" X 2'-0" X 2" CONCRETE PAVER 2. STAINLESS FLASHING 3. WATERPROOFING 4. STEEL DECKING 5. STEEL CHANNEL C15X50 (BOLTED TO WELDED PLATE CONNECTION TO SECONDARY BEAMS) 6. 0.375" THICK STEEL PLATE 7. STEEL PRIMARY BEAM W16X45 8. GLASS PANE 9. MECHNICAL SPIDER CONNECTION 10. 0.5" DIAMETER CABLE 11. TRUSS CABLE GLASS STRUCTURAL ASSEMBLY 12. STEEL COLUMN W10X10 @ 12'-0" O.C. 13. KAWNEER WINDOW 451T SPACED 4'-0" O.C 14. 4" X 4" X .375" STEEL ANGLE WELDED 15. CONCRETE SLAB W/ WELDED WIRE MESH 16. STEEL SECONDARY BEAM W12X12 @ 12'-0" O.C. 17. 3" STEEL DECKING 18. FLASHING 19. BEARING STRIP (TO SECURE GLASS) 20. 0.5" DIA. ANCHOR BOLTS WITH NON SHRINK GROUT BED 21. VAPOR BARRIER 22. RIGID INSULATION 23. 10" TK. CAST IN PLACE CONCRETE FOUNDATION WALL 24. 9" DIAMETER PILING (46' PENETRATION DEPTH) 25. PAVE EL PEDESTAL WITH PROTECTION PAD 26. HIGH LOAD RIGID INSULATION
CODE ANNOTATION KEY:
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1. EGRESS DOORS ARE TO BE A MINIMUM OF 80" TALL; 90" IS THUS COMPLIANT 2. ACCORDING TO SECTION 1009.3, STAIRS MUST HAVE A MINIMUM TREAD OF 11" AND A RISER BETWEEN 4" AND 7" 3. HANDRAILS MUST EXTEND A FULL TREAD'S WIDTH BEYOND THE LAST TREAD
SECTION SCALE: 1/32" = 1' - 0"
4. ACCORDING TO SECTION 1012.2, HANDRAILS ARE TO BE AT A HEIGHT BETWEEN 34" AND 38" 5. EACH FLIGHT OF STAIRS SHALL NOT EXCEED THE HEIGHT CHANGE OF 12' WITHOUT AN INTERMEDIARY LANDING
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6. ACCORDING TO SECTION 1009.3.3, NOSINGS MAY PROJECT A MAXIMUM DISTANCE OF 1.25" 7. ACCORDING TO SECTION 1012, HANDRAILS WILL HAVE AT LEAST 1.5" CLEARANCE FROM THE WALL AND WHEN CIRCULAR IN SECTION, THE DIAMETER OF A HANDRAIL MUST FALL BETWEEN 1.25" AND 2" 8. 2" THICK FIRE-RATED DOOR
NORTH ELEVATION SCALE: 1/32" = 1' - 0"
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SOUTH ELEVATION SCALE: 1/32" = 1' - 0"
ALEX LIN
7 8 9 10 2
3
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11 12 13
EAST ELEVATION SCALE: 1/32" = 1' - 0"
24"
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12"
36"
84"
6"
12"
30"
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MEANS OF EGRESS (STAIRS & RAMPS)
STAIRCASE SECTION DETAIL SCALE: 1/8" = 1' - 0"
80"
THIRD FLOOR STAIR PLAN DETAIL SCALE: 1/8" = 1' - 0"
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ASSIGNMENT 2 PAGE: 3 OF 4
36" 1.5"
84"
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1.5"
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16 17
8 WEST ELEVATION SCALE: 1/32" = 1' - 0"
ENCLOSURE
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144"
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ASSIGNMENT 4B PAGE: 2 OF 2
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48-215 MATERIALS & ASSEMBLY SPRING 2017
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INSTRUCTOR: DAMIANI
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ALEX LIN
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48-215 MATERIALS & ASSEMBLY SPRING 2017
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INSTRUCTOR: DAMIANI
EXPLODED ISOMETRIC SCALE: 3/16" = 1' - 0"
ALEX LIN
SCOPE OF WORK (cont.) the use of wooden stud frame construction in a residential project. The work also aims to explore issue of code compliance in applying current codes to buildings constructed in the past as well as ensuring that design work completed abides by these regulations. Ultimately,
these srawings strive to better understand not only the assembly sequences and order that are embedded in construction, but also to begin understanding the principles and responsibilities associated with designing a building.
MATERIAL KEY: 1. 5.5" X 1.5" TOP PLATE 2. ROOF TRUSS FRAMING @ 48" O.C. 3. GUSSET TRUSS HANGAR 4. 1.5" X 7.25" SEALING FRAME @ 24" O.C.
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5. 3.5" X 1.5" SKYLIGHT FRAMING @ 24" O.C.
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6. 5.5" X 1.5" WOOD STUD @ 24" O.C.
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7. BRIDGING / BRACING BLOCKS
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8. 3.5" X 1.5" INTERIOR WALL STUD @ 24" O.C.
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9. SOLE PLATE W/ 0.75" THK PLYWOOD SUBFLOOR UNDERNEATH
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10. 0.5" THK CAPILLARY PAD
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11. 18" X 3.5" PSL
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12. WINDOW ASSEMBLY
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13. 0.75" THK PLYWOOD SUBFLOOR
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14. TOP FLANGE HANGAR (LT SERIES)
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15. 1.5" THK STAIR TREAD AND RISER
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16. 5.5" X 1.5" TIMBER STRINGER 17. 3.5" X 1.5" SLEEPER STUD @ 16.5" (VENTILATION GAP)
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18. STEEL WINDOW MULLIAN
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19. CONCRETE FOOTING
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20. BOARD FORMED CONCRETE PIER 21. 5.5" X 1.5" TOP PLATE
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22. 11.25" X 1.5" HEADER
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23. 5.5" X 1.5" TRIMMER STUD
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24. 5.5" X 1.5" CRIPPLE STUD @ 24" O.C.
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25. 3.5" X 18" TIMBER I-JOIST @ 24" O.C.
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AXONOMETRIC OF BALLOON FRAME AND CONCRETE FOUNDATION SCALE: 1/4" = 1' - 0"
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A
B
1. INTERIOR WALL AIR SPACE
2. TOP FLANGE HANGAR (LT SERIES)
2. 0.5" DRYWALL
3. 3.5" X 18" TIMBER I-JOIST @ 24" O.C.
3. 3.5" X 1.5" INTERIOR WALL STUD @ 24" O.C.
4. WINDOW ASSEMBLY 5. 3.5" X 1.5" INTERIOR SOLE PLATE
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6. 18" X 3.5" PSL
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MATERIAL KEY:
1. 5.5" X 1.5" WOOD STUD @ 24" O.C.
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5 C
MATERIAL KEY:
4. INTERIOR DOOR FRAME 5. 5.5" X 1.5" WOOD STUD @ 24" O.C. 1
7. FRAMED OPENING FOR STAIRS
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8. CAST CONCRETE FOUNDATION
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9. BOARD FORMED CONCRETE PIER
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10. 3.5" X 1.5" INTERIOR WALL STUD @ 24" O.C.
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11. 3.5" X 1.5" TIMBER CROSS BRIDGING
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12. 3.5" X 1.5" INTERIOR GUARD WALL TOP PLATE
6. AIR SPACE 7. 0.75" EXTERIOR GRADE PLYWOOD 8. WATERPROOF MEMBRANE 9. 1.5" X 0.75" LARCH SLAT 10. 5.5" CLOSED CELL INSULATION
13. ROOF TRUSS FRAMING @ 48" O.C. 14. 3.5" X 1.5" INTERIOR WALL TOP PLATE 15. 1.5" X 7.25" SEALING FRAME @ 24" O.C.
SECOND FLOOR FRAMING PLAN
16. 3.5" X 1.5" SKYLIGHT FRAMING @ 24" O.C.
SCALE: 3/16" = 1' - 0"
INTERIOR CORNER DETAIL A SCALE: 3" = 1' - 0"
INTERIOR CORNER DETAIL B
SCALE: 3" = 1' - 0"
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5 6 7
13 14
WOOD FRAMING
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ROOF FRAMING PLAN SCALE: 3/16" = 1' - 0"
WOOD FRAMING
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ASSIGNMENT 3 PAGE: 2 OF 3
ASSIGNMENT 3 PAGE: 3 OF 3
48-215 MATERIALS & ASSEMBLY SPRING 2017
48-215 MATERIALS & ASSEMBLY SPRING 2017 INSTRUCTOR: DAMIANI
INSTRUCTOR: DAMIANI ALEX LIN
EXTERIOR CORNER DETAIL C
SCALE: 3" = 1' - 0"
EXTERIOR CORNER DETAIL D SCALE: 3" = 1' - 0"
ALEX LIN
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AER HOOP HOUSE TEAM
NIKA POSTNIKOV ERIC CHEN AUSTIN GARCIA MAX FORSYTH
This project called for the design, documentation, and construction of hoop houses to extend the growing season of raised planting beds located on the roof of the David L. Lawrence Convention Center in downtown Pittsburgh. “Premise 1: In the last 30 years patterns of land use in many post-industrial cities have undergone dramatic transitions as declining population and displaced manufacturing industries have thinned the fabric of the built environment. Premise 2: Urban agriculture has garnered sustained interest and energy as a viable practice to supply residents with fresh produce and reclaim vacant property within communities. Premise 3: Vernacular architecture has a long history of shaping the identity of the agrarian landscape. Consider the recognizability of a grain silo or red barn punctuating the expansive horizon of a cultivated field. Meanwhile, the physical makeup of urban agriculture— its architectural and infrastructural instantiation(s)—remains relatively undeveloped. Conclusion: Definition of these physical components could be a key element in (re)shaping the emerging condition of the postindustrial city. There is important work to be done in posing architectural questions to the Urban Farm.”
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APPROACH
featuring hinge-like details to not secure it to the hoop house. The hoop house was attached to the Our design primarily sought to utilize curvature to planter via a system of anchors connected to the aerodynamically redirect the harsh winter winds of bottom of the structure. This project was designed, Pittsburgh away from the structure. In regards to fabricated, and installed entirely by our team. access and caring for the plants, a folding door
analyze condemned building(s) to then better understand, calculate, and reinterpret potential positive futures for the structures in regards to their materiality, their context, and their neighborhood. My group took ownership of wards 9-16 and decided to hone in on the greatest disparity of wealth, most severe demographic singularity, and most comprehensive
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Eric Chen Max Forsyth Austin Garcia Alex Lin Nika Postnikov
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Assembly
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David L. Lawrence Convention Center 1000 Fort Duquesne Blvd Pittsburgh, PA 15222
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David L. Lawrence David L. Lawrence Convention Convention Center Center Eric Chen Eric Chen Max Forsyth Max Forsyth 1000 Fort1000 Duquesne Fort Duquesne Blvd Blvd Austin Garcia Austin Garcia Pittsburgh, Pittsburgh, PA 15222PA 15222 Alex Lin Alex Lin Nika Postnikov Nika Postnikov
A
Scale: 1" =Scale: 16" 1" = 16" 10/06/2016 10/06/2016 25 of 36 25 of 36
In collaboration with IDeATe, this project assigned a series of wards to a group to then explore issues of blight on various scales, ultimately aiming to tackle issues of materiality and quantity in regards to condemned buildings. The project also called for the use of Autodesk Recap to
Assembly: Assembly: Component Component A+E A+E Aer Aer
MAPPING BLIGHT
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SACO LAKE BATH HOUSE “This studio explores the rich potential of matter to inform architectural thinking and physically instantiate architectural ideas. Relying upon curiosity, critical thinking, and reflection, it considers how materials and systems are constructed and utilized to substantiate design intent. By exploring methods of design that foreground material systems, it addresses questions of architectural performance and human experience. This studio seeks to develop a working methodology engaged in the material reality of architecture. As such, it capitalizes on skills related to conceptual, technical, urban and societal issues to promote a holistic understanding of the design process in which multiple factors are simultaneously in play and interdependent. Through a rigorous process of modeling and prototyping, exploring architecture’s form, material and structure strives for a material gestalt in which the sum is greater than its parts.” CMU School of Architecture
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CONTEXT This project was situated in the foresty slopes of Carroll, New Hampshire bordering Saco Lake and an extensive resource of natural greenery and foliage. My project specifically dealt with the use of a courtyard to become a unifying experience to carry visitors through a procession of bathes ranging from a cold bath to a warmer bathes and culminating in a steamy relaxation space looking over the expansive lake and the mountains that frame it. The courtyard is furthermore used as not only a gathering point, but also as the core which extends access and views to all other programmatic spaces and to the site itself. The
blend of material between warmer and natural wood with harsher and harder concrete aims to blend with the landscape throughout the seasonal changes inherent to the context. By situating the building close to the edge of the water, the design splits up the different views, varying by the bath’s positioning. Furthermore, it makes use of the natural beauty of the context, whether water, nature, or even opening up to the outside air. In developing the design, a keystone to the design was embracing the site and putting on display the grace and beauty afforded by nature with a tree as a centerpiece around which the baths and service cores rotate. The design strives to create an experience which relaxes its visitors and
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