Scribner Portfolio

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Stump Pond

Rensselaer Lake

Sa

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Creek

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Krum Kill

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Normans Kill

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S T E P H E N S C R I B N E R

p o r t f o l i o[ 1 1 . 2 0 1 2 ]

Graduate Design Work

Parsons the New School for Design

Re:Source Albany - Masters Thesis (Astrid Lipka)

Shanghai Design Center (Henry Smith-Miller)

Solar Decathlon (David Lewis)

Upper West Side Urban Spring (David Leven)

Studio Walakuba (Jinga, Uganda)

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SUBMISSIONS:Prelim HARC 1 01.20.06Partner Set 1Partner Set 2 01.12.07Partner Set 3/Marketing 03.16.07Pricing 1 03.23.07Code Review 04.25.07

05.03.0706.13.07

10.05.0707.12.07

11.03.06

Construction 1/Pricing 2Code/Life SafetyPermit/CAA/Pricing 3Excavation Permit

02.29.08GMP 4/CD 2/Permit 203.31.08HARC CAA 3/Permit 3

185'

90 Units in 1983 Subdivision74 Units in 1996 Developers Agreement (Lapsed) (Includes 2 Employee Units)53 Units in Current Scheme: 38 Proposed units (Includes 2 Employee Units) + 15 Existing units (72% of 1996 density)

BUILDING MAXIMUM HEIGHTS:30% (Approx.) of New Structures to be at 60' Height Limit70% (Approx.) of New Structures to be at 45' Height Limit

GROSS ABOVE GRADE FLOOR AREA

Lobby/Bar/Luggage/KitchenCentral Building Wet Spa

COMMON AREAS:

82,561.8 S.F.

2343.1 s.f.1,673.4 s.f.

DENSITY:

SW. Bldg Lot Coverage:3696 s.f.l.c. (3.0% of Lot)60' Height Limit 45' Height Limit

Cntrl. Bldg. Lot Coverage:6362.8 SF (5.2% of Lot)

122,713.4 s.f. (2.8 acres)LOT SIZE:

1996 APPROVED LOT COVERAGE:

FLOOR AREA SUMMARYPER 3-210.C.11Allowable Max. 30,000 s.f. Per Structure

Central Building UnitsWest Building UnitsSouthWest Building UnitsSouth Building UnitsEast Building UnitsRiver Building UnitsTOTAL

FLOOR AREA12,391.1 s.f.18500.8 s.f.9,834.4 s.f.

15,567.0 s.f.17,429.1 s.f.

4822.9 s.f.78,545.3 s.f.

51,540 s.f.L.C.(42% Lot Size)

LOT COVERAGE BREAKDOWNNew Central BuildingNew West BuildingNew SouthWest BuildingNew South BuildingsNew East BuildingsNew River BuildingNew Mechanical SpaceTotal New Buildings

ALLOWABLE LOT COVERAGE 49,085.4 s.f. (40.0%) 30% for Lots > 100,000 s.f. = 36,814.0 s.f.L.C. +10% for 100% of Parking Enclosed = 12,271.3 s.f.L.C. =40% Net Allowable Lot Coverage = 49,085.4 s.f.L.C.

6362.8 s.f.L.C.6,325.6 s.f.L.C.3,696.0 s.f.L.C.6,534.8 s.f.L.C.8557.8 s.f.L.C.

2,362.8 s.f.L.C.787.5 s.f.L.C.

34,627.3 s.f.L.C.

55'-6" ABOVE FIN. GRADET.O. RIDGE

LAND USE SUMMARYLegal description :L.U.C. Zone district :HARC Treatment Area :

Use :

LOT COVERAGE SUMMARYPER 3-2100.C.15

Lot 1A, XYZ SubdivisionAccommodations IIAccommodations/

River Park Corridor Overlay/Transitional HillsideMulit-Family Dwelling Units/Affordable Housing/

Open Space

(Including Garage)

Lot Coverage:13232 s.f. (10.8% of Lot)

L.U.C.COMPLIANCE

SHEET

AFFORDABLE HOUSING MITIGATION CALCULATION:Per LUC 3-740

Proposed Freemarket Residential Units:Proposed Affordable Housing Units:

(Based on Lot Coverage)

SCALE:LAND USE CODE DIAGRAM

1" = 20'-0"B

E. Bldg. Lot Coverage:8557.8 s.f. (7.0% of Lot)45' Height Limit

BULK PLANE

1:1.5

39'-1

0"

PROPOSEDRIVER BUILDING

SAN MIGUELRIVER

EXISTING TERRACE River House Lot Coverage:2362.8 s.f. (1.9% of Lot)45' Height Limit

45' Height Limit

S. Bldgs Lot Coverage:6534.8 SF (5.3% of Lot)

70'-0

"

70'-0"

20.14'

22'-1112"

20.14'

LINE OF 60' HT. LIMIT

80'-0"

180'

-4"

BULK

PLA

NE1:

1.5

39'-1

0"

RIVER PARKCORRIDOR

BOUNDARY LINE


LINE OF 60'HEIGHT LIMIT

EXISTINGBUILDING

PROPOSED SCHEME SUMMARY

REQUIRED AFFORDABLE HOUSING:Per Jan. 2006 60' Height Waiver:Per L.U.C. (36 x .33/residential units x 350s.f./employee x .40 : + 1403.5 commercial s.f. x 4.5/1000 x 350s.f./employee x .40) :

GRANDFATHERED EXISTING CASCADES AREAS:Total Liveable Floor Area:Lobby Floor Area:TOTAL FLOOR AREA:Garage & Mech Floor Area

32,410.0 S.F.2,343.1 S.F.

34,753.1 S.F.7,039 S.F.

8807'-3"+ 44'-5" MAX HT.

8797'-5"+ 41'-5" MAX HT.

8791'-2"+59'-2"

LINE OF 70' ACCESS EASEMENT

20.1

4' S

KI E

ASE

MEN

T

8791'-0"+50'-0" MAX HT.

51'-8"

25'-9"

W. Bldg Lot Coverage:6325.6 s.f. (5.2% of Lot)60' Height Limit

8802'-7"+59'-7" MAX HT.

8783'-8 1/2"+ 44'-9" MAX HT.

8813'-3"+ 44'-3" MAX HT.

8825-3"+ 43'-8" MAX HT.

8815'-0 1/2"+37' MAX HT.

8800'-4"+40'-3" MAX HT.

8769'-10"+ 38' MAX HT.

8771'-10"+ 40'-4" MAX HT.

FUNICULAR

WESTBUILDING

SOUTHWESTBUILDING

CENTRAL BUILDING

SOUTH BUILDINGS

BUILDINGEAST

RIVERHOUSE

Existing Cascades BuildingExisting GarageExisting Lobby (Not below W Bldg.)Total Existing Structures

TOTAL LOT COVERAGE

9,683.1 s.f.L.C.2,800.2 s.f.L.C.1,865.9 s.f.L.C.

14,349.2 s.f.L.C.

48,976.5 S.F.L.C.(= 39.991% Lot Size)

5,233.4 s.f.1,663.2 s.f.

884.2 s.f.2,547.4 s.f.

362

8830'-9 1/2"+36' MAX HT.

8827'-8 1/2"+37'-8" MAX HT.

9'-2

1 2"

60'-4

"

87'-4

"

COMMERCIAL:1,403.5 S.F. = Office Commercial - in Existing Cascades Building5,256.8 S.F. = Max. Allowable (15% of 35,045 gross s.f. in Principle Building)1,403.5 S.F. = Total Proposed Commercial s.f.


1" = 20'-0"B

8831'-3"+ 41' MAX HT.

PARKING SUMMARYPER L.U.C. 3-D: 1 Space Per Dwelling Unit + 1 Space Per 1,000 s.f. Commercial Floor AreaPER 2003 IBC SECTION 1106, TABLE 1106.1: For 51 to 75 spaces provided, min. 3 accessible spaces

must be provided, one of which must be van accessible.NUMBER OF UNITS PER BUILDINGWest BuildingCentral BuildingSouthwest BuildingSouth 1 BuildingSouth 2 BuildingEast BuildingRiver Building Total Spaced Required per Units

10782272

38

TOTAL COMMERCIAL S.F. PER BUILDINGWest BuildingCentral Building Total S.F. Spaces Required per Commercial Area

2343.13431.15774.2

6

TOTAL NEW SPACES REQUIRED 44

PARKING SPACE SUMMARYExisting Unit SpacesNew SpacesAccessible Spaces

1844

3

TOTAL SPACES PROVIDED 64

Tommy Hein Architects Anam New City, Nigeria

Ophir Design/BuildElement 52 Residences

Bhatia Residence

Elk Run Residence

Professional Construction/ Management

r e : s o u r c e a l b a n y[ m a s t e r s t h e s i s ]_ a s t r i d l i p k a

TIPPING FLOOR

WASTE

DELIVER

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POST-PROCESSING

COLLECTION/ METERING

SORTING/ SCREENING LINE

ADMINISTRATION

EDUCATION CENTER

MECHANICAL & HAND SORTING LINE

BALING & STORAGE

ORGANIC MATERIAL SCREENING & MIXING

BIODIGESTION & SOLIDS SEPARATION

VISITORS CENTER

BIOGAS CONDITIONING

AND FILLING

SOUTH S

WAN ST.

SOUTH S

WAN ST.

Integrated waste processing/ biofuel & energy production facility

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PUBLIC PATH

PUBLIC PATH

Re-source Albany re-imagines the relationship between Americans and their refuse by embedding waste management practices into the patterns of the everyday. The design integrates

landscape, architecture, and urban infrastructure, creating a new relationship between people and their waste while transforming byproducts into energy resources.

timothy grassfox-tailcrab-grassbrome grassbermuda grass

cilantrolemon grassmarigoldbasilnasturtiumparsleymarjoram

thymetarragonmarjorampeppermintsagestrawberryoreganoanise

BlueberryDogwoodelderberrywitch hazelbay laurellilacJuniperlavender

Eastern HemlockpineFirSprucecedar

maplebeechwalnutoakbirchelm

TIME

GRASSLAND VEGETABLE HERB SHRUB CONIFER HARDWOODSOIL

YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7

ECOLOGICAL STAGESSUCCESSION OF PLANT COMMUNITIES AT RE:SOURCE PARK

The rooftop park, which features playgrounds, community gardens and a handicap accessible path from downtown Albany to Sheridan Hollow, will track through time the processes in the facilitys heart: as fertilizer is produced (a by-product of the biodigestion process) it will be used as soil on the roof. The

roofscape will then change as more soil is added and the plant species evolve through biological succession. Inside, a direct route cuts through the heart of the building, providing glimpses of and access to the metabolic activity within.

Harnessing gravity on the sites steep natural slope, Re:Source Albany filters waste through a series of manual and mechanical processes. Over 150 semi-skilled workers will facilitate the sorting and digestion process.

Gravitational Metabolism

e c o l o g i c a l s u c c e s s i o n

MIXED RECYCLINGAND COMPOST

RECYCLEABLES

COMPOST

LARGE ITEMS

COMPOSTMETERING

HOPPER

RECYCLEABLESMETERING

HOPPER

PRE-SORTLINE

PRE-SORTCONVEYORS

TRASH

WEIGHSTATION

TIPPINGFLOOR

PRE-SORTLINE

COMBINATIONSCREEN

COMPOST & WATER BLENDING TANK

1ST STAGE ANAEROBIC

REACTOR

DISK SCREENS

COMPOST

SMALLOBJECTS

NEWSPAPER BALER

NEWSPAPER

GLASS PACKING FOR SHIPPING

BROKEN GLASS

MIXED PAPERBALER

RECYCLEABLE PAPER

LARGE

OBJECTS

HAND SORTCONVEYORS

CARDBOARDBALER

MIXED FIBER SORTING LINE

SMALLOBJECTS

NEW

SPAPER

COM

POST

NEWSPAPERSORTING LINE

MAGNET

MANUAL SORTING LINE

NEWSPAPERFILTER

RIGID

CO

NTAIN

ERS

STEELBALER

GLASS SCREEN

BIOSWALE

BIOSWALE

BIOTOPE

PAPER

COMPOST MIXING HOPPER

CONTAINERS

STEEL CANS

MIXED CONTAINERS

TRASH

YARD WASTE

SURFACERUNOFF WATER

STORMWATERSEWER

TRASH

TRASH

BIOLO

GICALLY

TREATED W

ATER

BIOLOGICALLY TREATED WATER

ALUMINUMBALER

PLASTICBALER

PLASTICBALER

PLASTICBALER

PLASTICBALER

PLASTICBALER

PLASTICBALER

PLASTICBALER

OPTICAL SORTING MACHINE

ALUMINUM

MIXED PLASTIC

PLASTIC #1P.E.T.

PLASTIC #2H.D.P.E.

PLASTIC #3PVC

PLASTIC #4LDPE

PLASTIC #5POLYPROPYLENE

PLASTIC #6POLYSTYRENE

PLASTIC #7OTHER

GLASH CRUSHER

EDDY CURRENT SEPARATOR

GLASS

PLASTIC & ALUMINUM

FERTILIZER

WASTE MANAGEMENT TRUCK FLEET

2ND STAGE ANAEROBIC

REACTOR

HEAT EXCHANGER

BIOGASCONDITIONING

ROTARY PRESS

EFFLUENT

LEACHATE HOT WATER

EFFLUENT

LEACHATE

METHANE

GENERATOR

BUILDING HEATING SYSTEM

PHYSICAL PLANT POWER SUPPLY

The waste management process is three-fold:

1) Process trash at the heart of the city, reducing transportation en-ergy use and creating urban jobs

2) Digest all organic material, generating energy and drastically reducing landfill volume

3) Reveal sorting and digestion processes, displaying the next phase of material life cycles and heightening public awareness

Albanys Sheridan Avenue is a lowland corridor of post-industrial neglect, in need of urban and ecological revitalization.

URBAN PRINCIPLES

Albany waste management network modelFinal model 1/8=1

Rhino model, sky view

study model

Bridging the derelict Sheridan Hollow neighborhood with the architecture of power of the State Government district, Re:Source Albany provides a social link and economic catalyst for downtown Albany.

s h a n g h a i d e s i g n c e n t e r[ s c h o o l o f c o n s t r u c t e d e n v i r o n m e n t s ]_ h e n r y s m i t h - m i l l e r

BUS ROUTE

BUS RO

UTE

These artifacts provide glimpses of alternative ways of being human-RICHARD RORTY

BUS ROUTE

BUS RO

UTE

At the scale of the narrow pe-destrian walkways, the SCE|SDC exists as small portals through and between the existing built fabric; the new buildings then rise above

the existing roofs, revealing the neighborhood in its entirety, be-fore leading students and faculty to expansive viewfinders on the ever-growing and changing city.

This intervention reflects Parsons programmatic requirements and pedagogical intents while responding to existing cultural, social, economic, and

physical conditions; it responds simultaneously to a fine-grained historic neighborhood and an exploding modern megacity

Shanghai campus for Parsons School of Constructed Environments

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A few steps past the entry gate to the neighborhood, a wide court-yard opens to left. This unusually wide space forms a sort of exterior lobby, into it a rusted steel frame projects from an historic building;

this pedestrian-scale storefront reads in the same language and materiality as the cantilevered form as viewed from the street, and one knows he has found the entrance to SCE.

Plan of studio and office spaces

section through stair, classrooms, studios

section through atrium, viewing dorms

This perspectival unfolding is an essential part of the experience that transforms the simultaneity of space into a sequence in time-RICHARD ARNHEIM

Co-opting an existing pocket park as a de-facto exterior lobby, the SDC building is entered through a compressed lobby inside an existing building; a tall

stair atrium then dramati-cally expands drawing one up past student housing into spacious studios and classrooms

1/32 massing model: view from north (main studio space shown in foreground)

The three buildings of the Shanghai Design Center are accessed from three different alleys. The main building (in the foreground above), is accessed from near the main bus route to the north, and projects over this main street.

The large north-facing aperture gives even daylight and a direct visual connection to Shanghai at the scale of the city to the studio space, and simultaneously presents the activity of Parsons to the activity below.

e m p o w e r h o u s e[ s o l a r d e c a t h l o n ]

P R O J E C T M A N A G E R_ d a v i d l e w i s

DD submittal rendering

Deanwood design review model

schematic submittal model

Deanwood schematic submittal model

1=1 final model

Net-Zero design-build competition hosted by DOE on national mallThe Parsons-Stevens proposal used passivhaus principles, in-depth solar analysis, energy modeling, and community feedback to generate form and organize

program. The competition module is now part of a duplex in a nearby underserved neighborhood of Washington DC

This competition board presents the Parsons-Stevens approach to the Solar Decathlon: to build a passivhaus duplex for a nearby low-income neighborhood of Wash-ington DC. We constructed one unit for display on the national mall; it was subsequently moved and added to by Habitat For Humanit, and will be inhabited by a deserving family by the end of the year. To accomplish this our design incorporated neighborhood feedback, site-specific solar analysis, energy modeling, and modular construction systems for multiple assembly/ disassembly.

The Parsons/ Stevens Solar Decathlon project spanned two years, over 10 disciplines, and more than 100 students. It evolved from individual and small group charrettes to large groups working very closely together. The images on this page show a few stages in this process, from an initial sketch I made (right), to the final 1/2=1 model (below).

Schematic rendering for DRB

DD models for DRB and competition

1=1 final model

Voted project manager because of my experience with various construction trades and architec-ture firms as well as my leadership abilities, my role on the Empower-house project included facilitating

collaboration between engineers, architects, and other involved stu-dent groups, spearheading permit and construction documentation processes, and helping organize and lead construction teams.

[ u p p e r w e s t s i d e ]

u r b a n s p r i n g_ d a v i d l e v e n

Holistic stormwater drainage and circulation solution

This project seeks to turn New York citys current stormwater drainage crisis into a desireable resource by treating rainwater through surface biological processes, and creating a community well gathering hub and educational facility. re-

figuring the original watershed in the area through bioswales, wetlands, and living machine treatment cells.

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west end ave

broadway

amsterdam ave

columbus ave

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community well level plan (01)

1. community well2. living machine cells/ exhibit3. anoxic pre-clean cells4. fountain5. road6. bike path

7. boat storage/ rental8. bathrooms9. dirty water cistern10. pre-cleaned water storage11. clean water storage12. train

A

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e-w section through wetlands, highway, train, greenhouse, and estuary

ne-sw section through highway, train, drainage swale, greenhouse, community well, landscaped riverbank, and river

1) A landscape/ biological process that uses vegetated swales, constructed wet-lands, and enclosed biological treatment cells to slow, filter, and purify rainwater from the neighborhood watershed and provide clean usable water.

2) An experiential path that facilitates interaction with and understanding of the water filtering processes as it brings residents to their newly desir-able resource, culminating in a new neighborhood gathering hub.

Urban Spring uses the site to hybridize two parallel systems:

basement level plan (00)

A

B

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BA

B

A

B

A

B

roof plan traffic level plan (02)

3155

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

MASTERBEDROOM

ENTRYPORCH

CEMENT PLASTER CEILING ON 50 X 75BRANDERINGS25 X 230 FASCIA BOARDS

FLOOR:25MM CMT. SCREED ON100MM CONCRETE FLOOR SLAB ON150MM HARDCORE230MM BURNT CLAY PLINTH WALL ON690 X 230MM CONCRETE STRIPFOUNDATION ONTERMITE TREATED COMPACTED MURRAM

CONCRETE SPLASH APRON, TYP.

10.2

0

2845

3075

26.57

50 X 150 TIMBER BEAM TO SUPPORT PORCHROOF

1 : 1008SECTION CC

1 : 1007SECTION DD

WINDOW SCHEDULE

MARK

1

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NOTE: T.O. of all windows aligns to B.O. of ring beam

1

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9 AXONOMETRIC VENTILATION DIAGRAM

OPENING FROM BEDROOMINTO STORAGE SPACE

VENTILATOR BRICK LOUVER, TYP.

NOTE: FLOOR SLAB TO BE ABOVE GRADE SOTHAT SEWAGE LINE MAY SLOPE 1:50 TO NWSMAIN SEWAGE LINE. CONTRACTOR TO VERIFYIN FIELD.

LOUVERS OVER ALLWINDOWS AND DOORS, TYP.

NOTE: ALL CEILINGS TO BE ON UNDERSIDEOF ROOF STRUCTURE, EXCEPT RENTERBATHROOM CEILING AND VESTIBULE TO BE2400 MM ABOVE FINISH FLOOR

STORAGE SPACE OVERBATHROOM CEILING


STORAGE SPACE OVERVESTIBULE CEILING


s t u d i o w a l a k u b a[ internat ional f ie ld program_uganda]_michael cohen, b i l l morr ish

Rendering of proposed house for Jane and Simon Ibanda.

Rendering of house for Jane

House for Miriam - under construction 04.2011 Lot and sewer map of SWID lots, created by Studio Walakuba

TUESDAY JUNE 8DISCUSSED PLAN OPTIONS AT SWID OFFICE

Presentation of designs at early savings group meeting

Studio Walakuba was a team of four Parsons architecture students. In the summer of 2010 we traveled to Jinja, Uganda, to create housing designs for Slum Womens

Initiative for Development (SWID), a grassroots NGO which was formed to empower local women to purchase their land through savings cooperatives.

Housing Design work for African womens organization

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10128.5

.2

.

.

3

1

5.

8.

4

SEWAGELINE

GULLEYTRAP

MANHOLE

TO MUNICIPALSEWAGE LINE

SEWAGELINE

GULLEYTRAP

MANHOLEGULLEYTRAP

6

STORE

MASTER BEDROOM4200 X 2700

KITCHEN2850 X 3050

VERANDA

ENTRY PORCH

25mm f.f. CEMENT-SAND SCREED



BEDROOM 13400 x 2500


7

91

ROOM 43400 x 2700


3

8

1775

ROOM 33400 x 2500

SITTING3650 X 5450


2

800

1465

0

7.

6.

900

MANHOLE


1600

2095

1600

600

150 3400 150 3000

150

2700

150

3050

150

5450

150

1465

0

150

2700

150

1600

150

2500

150

2500

150

1600

150

2700

150

150 4200 150 3000

7500

SOIL VENT PIPE

SOIL VENT PIPE

LINE OF ROOFABOVE

SPLASH APRON

4

2

5

1

1

1

1

2

2

2

1

2

1

1

2

1

AA

BB

CC

DD

1525

1525

2000

700

1275 2125

1300

300

600

1200

700

1250

1250

900

1800

2100 2100

925

1775

505

1095

1600 1250 800

1100

2950

1400

10

MANHOLE MANHOLE

600 1000STEPS ASREQ`D

800

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

T.O. ROOF5200

SITTINGBATH

26.57

3155

2600

AA

3155

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

8.

T.O. ROOF5200

ROOM 3 BEDROOM 2 MASTERBEDROOM

7.

6.

BATHROOM 4 BATH

BB CC DD

N

1466

0

2905

6540

600

6545

6002110

4000

7500

2130

2340

26

24

22

MUDDUAW

ULIRA(MUDDUNI) ROAD

BOUN

DARY

23.5m

BOUN

DARY

25m

BOUNDARY12.2m

BOUNDARY14.2m

ParkingArea

Path

Path

Manhole

Gulley Trap

Manhole

Manhole

Manho

le

Manhole

Gulley TrapSewage Line

N

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

MASTERBEDROOM

ENTRYPORCH

ROOF:SLOPE 26.57, 10.2PRE-PAINTED IRON RIDGE ON50 X 150 ROOF JOISTS ON100 X 75 WALL PLATECEMENT PLASTER CEILING ON 50 X 75BRANDERINGS25 X 230 FASCIA BOARDS



10.2

0

3075

4774

2845

3075

26.57

AA


GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

T.O. ROOF5200

KITCHENBATH

AA

3155

3188

26.2

5

PROPOSED RESIDENTIAL BUILDING TO BE BUILT ONPLOT __, ________ ROAD, JINJA TOWN COUNCIL

Jinja Office, Plot 53 Oboja Road, Box 1828, Jinja.

Telephone 033 276068; 0772 544450

JERUSALEM INTERNATIONAL LTD

Scales:

Dwgs

DateClient:

Client Signature

Drawn by:

Sheet:

Title

FilenameSCRIBNER STEPHEN

A01

SWID 02

..........................................

VARIOUSChecked by:

ARCH. KOMAKECH STEPHEN

PLANS, SECTIONS, ELEVATIONS, NOTES AND SCHEDULES

1 of 1

SWID 02

JUNE 2010

1 : 5012GROUND FLOOR

1 : 1004SIDE ELEVATION 2

1 : 1008SECTION CC

1 : 1005SECTION AA

1 : 25011BLOCK PLAN

1 : 200010LOCATION PLAN

1 : 1001FRONT ELEVATION

1 : 1003REAR ELEVATION


1 : 1007SECTION DD

1 : 1006SECTION BB

GENERAL NOTES

Pre-painted iron ridge to match on pre-painted ironroofing sheets on 100 x 150mm timber purlins on 100 x75mm wall-plate. Ridge should extend oneither side to prevent leaking.

Cement plaster ceiling on expanded metal lath on 75 x50mm softwood branderings at 600mm c/c on roof joists.

All exterior walls, load-bearing and interior walls are 1wythe thick (140mm) of230 x 140 x 10mm burnt clay bricks with 1.5mm mortarjoints. All walls are plastered and/or painted. All walls toinclude hoop irons every 2 courses of brick. Damp proofcourse under all walls.

25mm f.f. cement-sand screed on 100mm oversiteconcrete mix 1:3:6 on 150mm thick hardcore oncompacted gravel.

230mm thich burnt clay brick plinth wall, depth to bedetermined on site, min. 500mm on 690 x 230mmconcrete footer, mix 1:3:6 on termite treated compactedlevelled murram.

FOUNDATION

FLOOR

WALLS

CEILING

ROOF1

2

3

4

5

DOOR SCHEDULEWINDOW SCHEDULE

MARK FAMILY & TYPE LOCATION HEIGHT WIDTH

1 SINGLE-PANEL 2 : EXTERIOR SITTING ROOM 2050 mm 960 mm

2 SINGLE-PANEL 2 : EXTERIOR ROOM 4 2050 mm 860 mm

3 BATH 2050 mm 860 mm


5 SINGLE-PANEL 2 : EXTERIOR KITCHEN 2050 mm 860 mm

6 SINGLE-FLUSH : INTERIOR KITCHEN 2050 mm 860 mm

7 SINGLE-FLUSH : INTERIOR BEDROOM 1 2050 mm 860 mm

8 BATH 2050 mm 860 mm

9 MASTER BEDROOM 2050 mm 860 mm

10 ROOM 3 2050 mm 860 mm

SINGLE-FLUSH : INTERIOR




1 CASEMENT DBL WITH TRIM BEDROOM 1 1200 mm 1000 mm

ROOM 3

ROOM 4

AREA

1.2 sq. m

BATH

ROOM 4

1

1

1

1

1

2

2

2

2

2

2


CASEMENT DBL WITH TRIM





KITCHEN

MASTER BEDROOM

SITTING ROOM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

MASTER BEDROOM

SITTING ROOM

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

MASTER BEDROOM

1 CASEMENT DBL WITH TRIM 1200 mm 1000 mm 1.2 sq. m


SITTING ROOM

BATH

KITCHEN











SINGLE-PANEL 2 : EXTERIOR

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRO

DU

CED

BY AN AU

TOD

ESK STUD

ENT PR

OD

UC

T


PRO

DU

CED

BY

AN A

UTO

DES

K ST

UD

ENT

PRO

DU

CT

DN

79

81

83

85

87

89

91

93

95

97

99

101

103

26

24

22

20

18

16

14

12

10

8

6

1

3

5

7

9

11

1328

26

24

22

20

18

16

14

12

10

8

6

4

2

1

3

5

7

9

11

13

15

17

19

21

23

25

79

24

22

20

18

12

10

8

6

4

2

1

3

5

7

9

11

13

15

17

19

21

23

25

128

126

124

122

120

118

116

114

112

110

108

106

104

4

24

2220

18

1614

6563

61

5957

5553

51 10

11

13

15

67

8

9

67

69

71

73

75

77

79

100

98

96

94

92

90

88

86

8482

8078

11

12

13

1

3

5

79

2

475

4

132

130

9

16

14

SCOTT ROAD

MWONDHA ROAD

JOHNMAGEZI ROAD

MUDDUAW

ULIRA(MUDDUNI) ROAD

MUTEKANGA

ROAD

KYAB

AZIN

GARO

AD

MUKU

BACL

OSE

MUKU

BA

KYABAZINGALANE

OSE

10128.5

.2

.

.

3

1

5.

8.

4

SEWAGELINE

GULLEYTRAP

MANHOLE

TO MUNICIPALSEWAGE LINE

SEWAGELINE

GULLEYTRAP

MANHOLEGULLEYTRAP

6

STORE

MASTER BEDROOM4200 X 2700

KITCHEN2850 X 3050

VERANDA

ENTRY PORCH




BEDROOM 13400 x 2500


7

91

ROOM 43400 x 2700


3

8

1775

ROOM 33400 x 2500

SITTING3650 X 5450


2

800

1465

0

7.

6.

900

MANHOLE


1600

2095

1600

600

150 3400 150 3000

150

2700

150

3050

150

5450

150

1465

0

150

2700

150

1600

150

2500

150

2500

150

1600

150

2700

150

150 4200 150 3000

7500

SOIL VENT PIPE

SOIL VENT PIPE

LINE OF ROOFABOVE

SPLASH APRON

4

2

5

1

1

1

1

2

2

2

1

2

1

1

2

1

AA

BB

CC

DD15

2515

25

2000

700

1275 2125

1300

300

600

1200

700

1250

1250

900

1800

2100 2100

925

1775

505

1095

1600 1250 800

1100

2950

1400

10

MANHOLE MANHOLE

600 1000STEPS ASREQ`D

800

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

T.O. ROOF5200

SITTINGBATH

26.57

3155

2600

AA

3155

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

8.

T.O. ROOF5200

ROOM 3 BEDROOM 2 MASTERBEDROOM

7.

6.

BATHROOM 4 BATH

BB CC DD

N

1466

0

2905

6540

600

6545

6002110

4000

7500

2130

2340

26

24

22

MUDDUAW

ULIRA(MUDDUNI) ROAD

BOUN

DARY

23.5m

BOUN

DARY

25m

BOUNDARY12.2m

BOUNDARY14.2m

ParkingArea

Path

Path

Manhole

Gulley Trap

Manhole

Manhole

Manho

le

Manhole

Gulley TrapSewage Line

N

GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

MASTERBEDROOM

ENTRYPORCH

ROOF:SLOPE 26.57, 10.2PRE-PAINTED IRON RIDGE ON50 X 150 ROOF JOISTS ON100 X 75 WALL PLATECEMENT PLASTER CEILING ON 50 X 75BRANDERINGS25 X 230 FASCIA BOARDS



10.2

0

3075

4774

2845

3075

26.57

AA


GROUND FLOOR0

B.O. RINGBEAM2100

FOUNDATION-800

5.

T.O. ROOF5200

KITCHENBATH

AA

3155

3188

26.2

5

PROPOSED RESIDENTIAL BUILDING TO BE BUILT ONPLOT __, ________ ROAD, JINJA TOWN COUNCIL

Jinja Office, Plot 53 Oboja Road, Box 1828, Jinja.

Telephone 033 276068; 0772 544450

JERUSALEM INTERNATIONAL LTD

Scales:

Dwgs

DateClient:

Client Signature

Drawn by:

Sheet:

Title

FilenameSCRIBNER STEPHEN

A01

SWID 02

..........................................

VARIOUSChecked by:

ARCH. KOMAKECH STEPHEN

PLANS, SECTIONS, ELEVATIONS, NOTES AND SCHEDULES

1 of 1

SWID 02

JUNE 2010

1 : 5012GROUND FLOOR


1 : 1008SECTION CC

1 : 1005SECTION AA

1 : 25011BLOCK PLAN

1 : 200010LOCATION PLAN

1 : 1001FRONT ELEVATION

1 : 1003REAR ELEVATION


1 : 1007SECTION DD

1 : 1006SECTION BB

GENERAL NOTES

Pre-painted iron ridge to match on pre-painted ironroofing sheets on 100 x 150mm timber purlins on 100 x75mm wall-plate. Ridge should extend oneither side to prevent leaking.

Cement plaster ceiling on expanded metal lath on 75 x50mm softwood branderings at 600mm c/c on roof joists.

All exterior walls, load-bearing and interior walls are 1wythe thick (140mm) of230 x 140 x 10mm burnt clay bricks with 1.5mm mortarjoints. All walls are plastered and/or painted. All walls toinclude hoop irons every 2 courses of brick. Damp proofcourse under all walls.

25mm f.f. cement-sand screed on 100mm oversiteconcrete mix 1:3:6 on 150mm thick hardcore oncompacted gravel.

230mm thich burnt clay brick plinth wall, depth to bedetermined on site, min. 500mm on 690 x 230mmconcrete footer, mix 1:3:6 on termite treated compactedlevelled murram.

FOUNDATION

FLOOR

WALLS

CEILING

ROOF1

2

3

4

5

DOOR SCHEDULEWINDOW SCHEDULE


1 SINGLE-PANEL 2 : EXTERIOR SITTING ROOM 2050 mm 960 mm


3 BATH 2050 mm 860 mm


5 SINGLE-PANEL 2 : EXTERIOR KITCHEN 2050 mm 860 mm

6 SINGLE-FLUSH : INTERIOR KITCHEN 2050 mm 860 mm

7 SINGLE-FLUSH : INTERIOR BEDROOM 1 2050 mm 860 mm

8 BATH 2050 mm 860 mm

9 MASTER BEDROOM 2050 mm 860 mm

10 ROOM 3 2050 mm 860 mm





1 CASEMENT DBL WITH TRIM BEDROOM 1 1200 mm 1000 mm

ROOM 3

ROOM 4

AREA

1.2 sq. m

BATH

ROOM 4

1

1

1

1

1

2

2

2

2

2

2







KITCHEN

MASTER BEDROOM

SITTING ROOM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

CASEMENT WITH TRIM

MASTER BEDROOM

SITTING ROOM

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

1200 mm 1000 mm 1.2 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

400 mm 600 mm 0.24 sq. m

MASTER BEDROOM



SITTING ROOM

BATH

KITCHEN











SINGLE-PANEL 2 : EXTERIOR

PRODUCED BY AN AUTODESK STUDENT PRODUCTPR

OD

UC

ED BY AN

AUTO

DESK STU

DEN

T PRO

DU

CT


PRO

DU

CED

BY

AN A

UTO

DES

K ST

UD

ENT

PRO

DU

CT

t o m m y h e i n a r c h i t e c t s[ t e l l u r i d e c o l o r a d o ]

SKI RUN

PROPOSED EASTBUILDING BEYOND

EXISTINGCASCADESBUILDING

"SYMBOLICAVENUE"

EXISTING/PROPOSED GRADE

SCALE:ELEVATION FROM "SYMBOLIC STREET" LOOKING EAST

3/32" = 1'-0"1

WESTCOMPILED


05.03.0706.13.07

10.05.0707.12.07

11.03.06



PROPOSEDSOUTHBUILDINGS

PROPOSED CENTRALBUILDING

RIDGE 8830'-9 1/2"36'-0" ABOVE LOWESTGRADE BELOW

GRADE BELOW

RIDGE 8797'-5"43'-0 1/2" ABOVE LOWEST


GRADE BELOW

RIDGE 8807'-3"44'-5" ABOVE LOWEST

RIDGE 8813'-3"44'-3" ABOVE LOWESTGRADE BELOW

1210

1A3.15

1A3.15

SCALE:KEY PLAN

N.T.S.2

129

124

912

ENTRYPORCH

"SYMBOLIC"FRONT YARD


05.03.0706.13.07

10.05.0707.12.07

11.03.06



SCALE:LEVEL 05 COMPILED PLAN

3/32" = 1'1

LEVEL 05COMPILED

PLAN

N

PLAN CUT AT EL. 8792'-6"

UNIT E-58783'-3"T.O. SLAB



UNIT S2-B8790'-0"T.O. SLAB

UNIT S2-A8784'-0"T.O. SLAB

UNIT S1-B8783'-6"T.O. SLAB

UNIT S1-A8789'-0"T.O. SLAB

UNIT SW-4028788'-0"T.O. SLAB

UNIT SW-4018788'-0"T.O. SLAB

LINE OF 10' TELSKI EASEMENTAND LICENSING AGREEMENT

SKI RUN

PROPOSED EASTBUILDING BEYOND

EXISTINGCASCADESBUILDING

"SYMBOLICAVENUE"

EXISTING/PROPOSED GRADE

SCALE:ELEVATION FROM "SYMBOLIC STREET" LOOKING EAST

3/32" = 1'-0"1

WESTCOMPILED


05.03.0706.13.07

10.05.0707.12.07

11.03.06



PROPOSEDSOUTHBUILDINGS

PROPOSED CENTRALBUILDING


GRADE BELOW

RIDGE 8797'-5"43'-0 1/2" ABOVE LOWEST


GRADE BELOW

RIDGE 8807'-3"44'-5" ABOVE LOWEST

RIDGE 8813'-3"44'-3" ABOVE LOWESTGRADE BELOW

1210

1A3.15

1A3.15

SCALE:KEY PLAN

N.T.S.2

129

124

912

ENTRYPORCH

"SYMBOLIC"FRONT YARD

42-unit, 100,000 sf ski-in/ ski-out multifamily development

e l e m e n t 5 2

On a tight, complex and highly regulated (nearby historic district, federal wetland regulations)hillside site, this project included a funicular, spa, and very deep

parking garage. My work ranged from schematic proposals and code analysis to construction documentation and consultant coordination

XX

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X X X


05.03.0706.13.07

10.05.0707.12.07

11.03.06



185'

90 Units in 1983 Subdivision74 Units in 1996 Developers Agreement (Lapsed) (Includes 2 Employee Units)53 Units in Current Scheme: 38 Proposed units (Includes 2 Employee Units) + 15 Existing units (72% of 1996 density)

BUILDING MAXIMUM HEIGHTS:30% (Approx.) of New Structures to be at 60' Height Limit70% (Approx.) of New Structures to be at 45' Height Limit

GROSS ABOVE GRADE FLOOR AREA

Lobby/Bar/Luggage/KitchenCentral Building Wet Spa

COMMON AREAS:

82,561.8 S.F.

2343.1 s.f.1,673.4 s.f.

DENSITY:

SW. Bldg Lot Coverage:3696 s.f.l.c. (3.0% of Lot)60' Height Limit 45' Height Limit

Cntrl. Bldg. Lot Coverage:6362.8 SF (5.2% of Lot)

122,713.4 s.f. (2.8 acres)LOT SIZE:

1996 APPROVED LOT COVERAGE:

FLOOR AREA SUMMARYPER 3-210.C.11Allowable Max. 30,000 s.f. Per Structure

Central Building UnitsWest Building UnitsSouthWest Building UnitsSouth Building UnitsEast Building UnitsRiver Building UnitsTOTAL

FLOOR AREA12,391.1 s.f.18500.8 s.f.9,834.4 s.f.

15,567.0 s.f.17,429.1 s.f.

4822.9 s.f.78,545.3 s.f.

51,540 s.f.L.C.(42% Lot Size)

LOT COVERAGE BREAKDOWNNew Central BuildingNew West BuildingNew SouthWest BuildingNew South BuildingsNew East BuildingsNew River BuildingNew Mechanical SpaceTotal New Buildings

ALLOWABLE LOT COVERAGE 49,085.4 s.f. (40.0%) 30% for Lots > 100,000 s.f. = 36,814.0 s.f.L.C. +10% for 100% of Parking Enclosed = 12,271.3 s.f.L.C. =40% Net Allowable Lot Coverage = 49,085.4 s.f.L.C.

6362.8 s.f.L.C.6,325.6 s.f.L.C.3,696.0 s.f.L.C.6,534.8 s.f.L.C.8557.8 s.f.L.C.

2,362.8 s.f.L.C.787.5 s.f.L.C.

34,627.3 s.f.L.C.

55'-6" ABOVE FIN. GRADET.O. RIDGE

LAND USE SUMMARYLegal description :L.U.C. Zone district :HARC Treatment Area :

Use :

LOT COVERAGE SUMMARYPER 3-2100.C.15

Lot 1A, XYZ SubdivisionAccommodations IIAccommodations/

River Park Corridor Overlay/Transitional HillsideMulit-Family Dwelling Units/Affordable Housing/

Open Space

(Including Garage)

Lot Coverage:13232 s.f. (10.8% of Lot)

L.U.C.COMPLIANCE

SHEET

AFFORDABLE HOUSING MITIGATION CALCULATION:Per LUC 3-740

Proposed Freemarket Residential Units:Proposed Affordable Housing Units:

(Based on Lot Coverage)


1" = 20'-0"B

E. Bldg. Lot Coverage:8557.8 s.f. (7.0% of Lot)45' Height Limit

BULK PLANE

1:1.5

39'-1

0"


SAN MIGUELRIVER

EXISTING TERRACE River House Lot Coverage:2362.8 s.f. (1.9% of Lot)45' Height Limit

45' Height Limit

S. Bldgs Lot Coverage:6534.8 SF (5.3% of Lot)

70'-0

"

70'-0"

20.14'

22'-1112"

20.14'

LINE OF 60' HT. LIMIT

80'-0"

180'

-4"

BULK

PLA

NE1:

1.5

39'-1

0"

RIVER PARKCORRIDOR

BOUNDARY LINE


LINE OF 60'HEIGHT LIMIT

EXISTINGBUILDING

PROPOSED SCHEME SUMMARY

REQUIRED AFFORDABLE HOUSING:Per Jan. 2006 60' Height Waiver:Per L.U.C. (36 x .33/residential units x 350s.f./employee x .40 : + 1403.5 commercial s.f. x 4.5/1000 x 350s.f./employee x .40) :

GRANDFATHERED EXISTING CASCADES AREAS:Total Liveable Floor Area:Lobby Floor Area:TOTAL FLOOR AREA:Garage & Mech Floor Area

32,410.0 S.F.2,343.1 S.F.

34,753.1 S.F.7,039 S.F.

8807'-3"+ 44'-5" MAX HT.

8797'-5"+ 41'-5" MAX HT.

8791'-2"+59'-2"

LINE OF 70' ACCESS EASEMENT

20.1

4' S

KI E

ASE

MEN

T

8791'-0"+50'-0" MAX HT.

51'-8"

25'-9"

W. Bldg Lot Coverage:6325.6 s.f. (5.2% of Lot)60' Height Limit

8802'-7"+59'-7" MAX HT.

8783'-8 1/2"+ 44'-9" MAX HT.

8813'-3"+ 44'-3" MAX HT.

8825-3"+ 43'-8" MAX HT.

8815'-0 1/2"+37' MAX HT.

8800'-4"+40'-3" MAX HT.

8769'-10"+ 38' MAX HT.

8771'-10"+ 40'-4" MAX HT.

FUNICULAR

WESTBUILDING

SOUTHWESTBUILDING

CENTRAL BUILDING

SOUTH BUILDINGS

BUILDINGEAST

RIVERHOUSE

Existing Cascades BuildingExisting GarageExisting Lobby (Not below W Bldg.)Total Existing Structures

TOTAL LOT COVERAGE

9,683.1 s.f.L.C.2,800.2 s.f.L.C.1,865.9 s.f.L.C.

14,349.2 s.f.L.C.

48,976.5 S.F.L.C.(= 39.991% Lot Size)

5,233.4 s.f.1,663.2 s.f.

884.2 s.f.2,547.4 s.f.

362

8830'-9 1/2"+36' MAX HT.

8827'-8 1/2"+37'-8" MAX HT.

9'-2

1 2"

60'-4

"

87'-4

"

COMMERCIAL:1,403.5 S.F. = Office Commercial - in Existing Cascades Building5,256.8 S.F. = Max. Allowable (15% of 35,045 gross s.f. in Principle Building)1,403.5 S.F. = Total Proposed Commercial s.f.


1" = 20'-0"B

8831'-3"+ 41' MAX HT.

PARKING SUMMARYPER L.U.C. 3-D: 1 Space Per Dwelling Unit + 1 Space Per 1,000 s.f. Commercial Floor AreaPER 2003 IBC SECTION 1106, TABLE 1106.1: For 51 to 75 spaces provided, min. 3 accessible spaces

must be provided, one of which must be van accessible.NUMBER OF UNITS PER BUILDINGWest BuildingCentral BuildingSouthwest BuildingSouth 1 BuildingSouth 2 BuildingEast BuildingRiver Building Total Spaced Required per Units

10782272

38

TOTAL COMMERCIAL S.F. PER BUILDINGWest BuildingCentral Building Total S.F. Spaces Required per Commercial Area

2343.13431.15774.2

6

TOTAL NEW SPACES REQUIRED 44

PARKING SPACE SUMMARYExisting Unit SpacesNew SpacesAccessible Spaces

1844

3

TOTAL SPACES PROVIDED 64

BUILDINGSECTIONS

SUBMISSIONS:

RESIDENCE

MOUNTAINVILLAGE, CO

LOT 246135 PALMYRA LANE

DRB SKETCH 11.07.06CLIENT REVIEW 01.25.07CLIENT MEETING 02.12.07PROGRESS 02.26.07STRUCTURAL PROGRESS 04.09.07PROGRESS 04.30.07FOUNDATION PERMIT 05.14.07CONSTRUCTION 1 06.21.07DRB FINAL 07.03.07CONSTRUCTION 2/ PRICING 1 08.09.07DRB FINAL CONTINUANCE 09.05.07PERMIT 10.16.07

SCALE:SECTION 1

1/4" = 1'-0"1

SCALE:SECTION 3

1/4" = 1'-0"3

SE

E 1

/A4.

1

9708'-3"T.O. BEAM

9696'-6"T.O. PLY

9707'-0"T.O. BEAM

LIVINGFOYER

GUESTTREEHOUSE

BEDROOM 3

MECHANICAL

ENTRY BRIDGE

ENTRY

CARETAKERSTORAGE

GARAGE

MASTER BEDROOM

9720'-1"T.O. CHANNEL

9726'-1 1/2"T.O. RIDGE

9708'-4"T.O. PLY9708'-0"T.O. DECK


9726'-1 1/2"T.O. RIDGE

9698'-0"T.O. PLY

9696'-6"T.O. PLY

9686'-0"T.O. SLAB

9677'-9"T.O. SLAB

9689'-0"T.O. CAP

9690'-0"T.O. WALL

9689'-0"T.O. SLAB

9686'-0"T.O. CAP

9690'-0"T.O. WALL

9713'-0"T.O. CAP

9714'-6"T.O. CAP

9699'-9 1/2"T.O. PLY

9699'-0"T.O. PLY

9713'-10"T.O. RIDGE

9705'-0 1/2"T.O. PLATE

9712'-3 1/4"T.O. BEAM

77A4.68

A4.79

A4.810

A4.811

A4.9

1A4.1

8 8.2 8.4 8.6 8.8 9 10 11

E CL D

EXISITING GRADE

EXISITING GRADE

127

129

129

129

129

12 3

127

4A5.1

3A5.1

F5

F6

F5

F1

F1

F5

2A8.3

8A8.6

5A8.6

F6

F1 F1

F3

1A8.3

12A8.6

12A8.6

BUILDINGSECTIONS

SUBMISSIONS:

RESIDENCE

MOUNTAINVILLAGE, CO



SCALE:SECTION 2

1/4" = 1'-0"2

SEE

1/A

4.2

9713'-0"T.O. CAP

9708'-4"T.O. PLY


9690'-0"T.O. WALL

9686'-0"T.O. SLAB

9696'-6"T.O. PLY

9708'-3"T.O. BEAM

9696'-6"T.O. PLY

2A4.1

MASTER BATH MASTER BEDROOM MASTER CLOSET KITCHEN DINING LIVING FOYER

BUNK ROOM 4 GAMES MEDIA BEDROOM 3

MECHANICAL

OFFICE

TREEHOUSE BRIDGE

GUESTTREEHOUSE

9712'-3 1/8"T.O. RIDGE

9726'-1 1/2"T.O. RIDGE

9677'-9"T.O. SLAB

9698'-0"T.O. PLY

9708'-4"T.O. PLY9708'-0"T.O. DECK


9726'-1 1/2"T.O. RIDGE

MASTERBATH

SCALE:SECTION 1

1/4" = 1'-0"1

9712'-3 1/4"T.O. RIDGE

3A4.21 2 3 4 5 6 7

4A4.3

5A4.4

6A4.5

8A4.7

1A4.1

E CL D

EXISITING GRADE

EXISITING GRADE

129

129

129

127

7A4.6

2A8.3

12A8.6

2A8.3

4A5.1

F5

1A8.3

F1

F5

2A8.3

F5

F6

F6

F6

F1

SUBMISSIONS:

RESIDENCE

MOUNTAINVILLAGE, CO



SCALE:LEVEL 01 MAIN HOUSE FLOOR PLAN

1/4" = 1'-0"1

1 2 3 4 5 6 7 8

COL

A

CL

G

E

D

2A4.1

3A4.2

4A4.3

5A4.4

6A4.5

8A4.7

A4.11

1 2 3 4 5 6 7 8

UP

MEDIA22'-O" X 17'-0"

BEDROOM 312'-1" X 20'-3"

CLOSET5'-3" X 7'-2"

BATH 312'-1" X 11'-0"

benc

h

LAUNDRY11'-9" X 9'-0"

TERRACE

SPA

9686'-0"T.O. SUB-FLOOR

GAMES19'-8" X 17'-1"

BATH 412'-1" X 8'-8"

CL.CL.

W

D

WET

BAR

BUNK ROOM 412'-1" X 18'-9"

1A3.3

1A3.2

1A3.4

1A3.1

UP

15'-3" 18'-0" 13'-0" 18'-0" 18'-0" 21'-0" 13'-0"

116'-3"

13'-6

"13

'-6"

4'-6

"4'

-6"

10'-0

"

10 X 10TIMBERCOLUMN -TYP

LEVEL 02 ABOVE

DECK ABOVE

LEVEL 02 ABOVE LEVEL 02 ABOVE

FIRE PIT TOWER

10 X 10 TIMBERCOLUMN - TYP

SEE

1/A

2.5

N

101

102

103

105

106 107 108 109

114

113

7A4.6

6'-6"10'-512"10'-6

14"1'-6"4'-9"4'-9"9'-0

14"8'-11

12" 6'-6"1'-6" 2'-9"2'-9"

15'-0"19'-6" 22'-6"

2'-1

0"3'

-2"

6'-0

"

1'-6

"

2'-1

0"3'

-2"

6'-0

"

2'-1

0"

2'-1

11 2"

2'-3

"11

'-21 2"

3'-1112" 2'-012" 1'-9" 4'-5

12"

8'-3

"

8'-6

"91 2

"

3'-412"6'-3"3'-412"

6'-0" 6'-212"

3'-2

1 2"

22'-6"15'-0"19'-6"3'-412"6'-3"3'-4

12"

8'-6

"

2'-0"2'-2"1'-1012"1'-10

12"2'-2"1'-8"9

12"

3'-10" 3'-9" 4'-2"

5'-2

1 2"91 2

"

6'-0

"

2'-1

1 2"2'

-83 4"

3'-3

3 4"3'

-3"

91 2"

6'-6"6'-6"

4'-5

"

6"

2'-512"4'-912"4'-9

12"2'-5

12"

4'-9

1 4"2'

-111 2

"

5'-2

3 4"2'

-0"

17R

@ 7

9/1

6"

14T

@ 1

0 1/

2"

17R @ 7 5/8"

16T @ 10 1/2"

W7

W15

W2

W2

W2

W15

W7W7

W5

W7

STAIR(see 5/A6.1)

STAIR(see 4/A6.1)

Liveable Area - 1982.8 sf.

[ c o n s t r u c t i o n d o c u m e n t a t i o n _ d e t a i l i n g ]

SUBMISSIONS:

RESIDENCE

MOUNTAINVILLAGE, CO



SCALE:LEVEL 01 MAIN HOUSE FLOOR PLAN

1/4" = 1'-0"1

1 2 3 4 5 6 7 8

COL

A

CL

G

E

D

2A4.1

3A4.2

4A4.3

5A4.4

6A4.5

8A4.7

A4.11

1 2 3 4 5 6 7 8

UP

MEDIA22'-O" X 17'-0"

BEDROOM 312'-1" X 20'-3"

CLOSET5'-3" X 7'-2"

BATH 312'-1" X 11'-0"

benc

h

LAUNDRY11'-9" X 9'-0"

TERRACE

SPA

9686'-0"T.O. SUB-FLOOR

GAMES19'-8" X 17'-1"

BATH 412'-1" X 8'-8"

CL.CL.

W

D

WET

BAR

BUNK ROOM 412'-1" X 18'-9"

1A3.3

1A3.2

1A3.4

1A3.1

UP

15'-3" 18'-0" 13'-0" 18'-0" 18'-0" 21'-0" 13'-0"

116'-3"

13'-6

"13

'-6"

4'-6

"4'

-6"

10'-0

"

10 X 10TIMBERCOLUMN -TYP

LEVEL 02 ABOVE

DECK ABOVE

LEVEL 02 ABOVE LEVEL 02 ABOVE

FIRE PIT TOWER

10 X 10 TIMBERCOLUMN - TYP

SEE

1/A

2.5

N

101

102

103

105

106 107 108 109

114

113

7A4.6

6'-6"10'-512"10'-6

14"1'-6"4'-9"4'-9"9'-0

14"8'-11

12" 6'-6"1'-6" 2'-9"2'-9"

15'-0"19'-6" 22'-6"

2'-1

0"3'

-2"

6'-0

"

1'-6

"

2'-1

0"3'

-2"

6'-0

"

2'-1

0"

2'-1

11 2"

2'-3

"11

'-21 2"

3'-1112" 2'-012" 1'-9" 4'-5

12"

8'-3

"

8'-6

"91 2

"

3'-412"6'-3"3'-412"

6'-0" 6'-212"

3'-2

1 2"

22'-6"15'-0"19'-6"3'-412"6'-3"3'-4

12"

8'-6

"

2'-0"2'-2"1'-1012"1'-10

12"2'-2"1'-8"9

12"

3'-10" 3'-9" 4'-2"

5'-2

1 2"91 2

"

6'-0

"

2'-1

1 2"2'

-83 4"

3'-3

3 4"3'

-3"

91 2"

6'-6"6'-6"

4'-5

"

6"

2'-512"4'-912"4'-9

12"2'-5

12"

4'-9

1 4"2'

-111 2

"

5'-2

3 4"2'

-0"

17R

@ 7

9/1

6"

14T

@ 1

0 1/

2"

17R @ 7 5/8"

16T @ 10 1/2"

W7

W15

W2

W2

W2

W15

W7W7

W5

W7

STAIR(see 5/A6.1)

STAIR(see 4/A6.1)

Liveable Area - 1982.8 sf.

Single-family residence in southwest Colorado

b h a t i a r e s i d e n c e

On a steep, wooded site with ski run access, this house recalled his-toric mining vernacular, particularly the bridges common in the rugged terrain.

I was central to all phases of de-velopment, from site schematics to construction documents and consultant and contractor coordi-nation.

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2/8/

2006

3:2

7:26

PM

ROOFDETAILS

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

SUBMISSIONS:

CHERRYRESIDENCE

SD PROGRESS

ASPENCOLORADO

2.11.05

0109 SHAVANO DRIVE

SD PROGRESS 4.21.05DRB Conceptual 2 6.09.05DD Evolution 6.22.05

08.04.05DD/ DRB 312.19.05DRB FINAL

LOT 40, BLOCK EMOORE FAMILY P.U.D.

THA PROGRESS 03.23.0604.06.06PERMIT06.02.06PRICING

PROGRESS 09.14.06CONSTRUCTION 1& REVISED FINISHSCHEDULE

09.20.06

CONSTRUCTION 1 09.26.06REFENESTERATION 1 11.15.06

12.08.06CONSTRUCTION 2

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8/20

06 3

:24:

50 P

M

DETAILS& RAIL

SUBMISSIONS:

CHERRYRESIDENCE

SD PROGRESS

ASPENCOLORADO

2.11.05

0109 SHAVANO DRIVE


08.04.05DD/ DRB 312.19.05DRB FINAL




09.20.06



SCALE:NORTH TERRACE STONE CAP

1" = 1'-0"1

6" X 24" STONECAP

5" STONE VENEER,SEE SPEC.

GALVANIZEDCORRUGATED STEELSTONE HANGER, TYP.

STEEL TIE RODDOWELLED INTO

CONCRETE

STONE HEADER

STONE SILL

2X FURRING RIPPED TOSLOPE 5

STEEL TIE RODDOWELLED INTO

CONCRETE @ 16" O.C.,8" AT TOP OF CMU

CMU STONESUPPORT

CONC. FOOTER

8" CAST-IN-PLACECONCRETE WALL

F7 SIM

W8 & 22

W20 & 22

W23

SCALE:TYPICAL WALL SECTION

1" = 1'-0"2

W24

F10

W11

F8

F9

F5

W1 SIM.

grid

R2

ALIGN FACE OFBEAM WITH FACE

OF SIDING - TYP

ALIGN FACE OFBEAM WITH FACEOF INTERIORFINISH - TYP

T.O. SUBFLOOR

T.O. SLAB

T.O. SLAB

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A8.

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LS, 1

2/8/

2006

3:2

7:26

PM

ROOFDETAILS

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

SUBMISSIONS:

CHERRYRESIDENCE

SD PROGRESS

ASPENCOLORADO

2.11.05

0109 SHAVANO DRIVE


08.04.05DD/ DRB 312.19.05DRB FINAL




09.20.06



e l k r u n r e s i d e n c e sTimber and steel residential construction in southwest Colorado

The details and photos shown on this and the following page are of three timber and steel houses in San Miguel County. I worked direct-ly with the principle and structural engineers to develop these connec-tion and waterproofing details.

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A4.

4, 1

2/8/

2006

3:2

2:12

PM

SECTIONSBUILDING

SCALE:BUILDING SECTION 7

1/4" = 1'-0"1


1/4" = 1'-0"2

KJIHGFEDCBA

SUBMISSIONS:

CHERRYRESIDENCE

SD PROGRESS

ASPENCOLORADO

2.11.05

0109 SHAVANO DRIVE


08.04.05DD/ DRB 312.19.05DRB FINAL




09.20.06



BEDROOM 4

55'-2 1/4"T.O. RIDGE

BATH 4 BEDROOM 5

EXERCISE

WEST TERRACEBATH 1MARY'SCLOSET

BEDROOM 3 CLOSET 4 HALL BATH 5

EXERCISE

BUILT-INSTORAGE

PILATES

MASTER SUITEMARY'SCLOSETLOFT

39'-2"T.O. BEAM

33'-9"T.O. SUBFLOOR

21'-6"T.O. SLAB

30'-7"T.O. WALL

20'-9"T.O. SLAB

33'-9"T.O. SUBFLOOR

39'-2"T.O. BEAM

21'-6"T.O. SLAB

30'-1"T.O. WALL

20'-9"T.O. SLAB

1A4.1

2A4.1

1A4.2

2A4.2

1A4.3

2A4.3

1A4.2

1A4.1

2A4.1

2A4.2

1A4.3

2A4.3

L

A

B C FE

D

G IH KJ L

8A8.4

8A8.4

W6

W2

W12 W11

W11W2

W7

W11

W12

W11

W11

W2

W7

W11W11

W6

F8 F8F6

F10

F8 F8 F8 F12

F6 F8

F10

W11

6A8.4

6A8.4

R2

LOFT

SIM. F12

R1

W12

W11

F10F10

(SEE STRUCT'S)

F7

6A5.1

DRAIN

FOUNDATIONDRAIN

FOUNDATIONDRAIN

3A5.1

SIM.W2 3'

-51 4"

EGRESSW11 W12 W11

W12

R1

F10 F10

W7

FOUNDATIONDRAIN

FOUNDATIONDRAIN

R2

8A8.5 TYP.

8A8.5 TYP.

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A4.

4, 1

2/8/

2006

3:2

2:12

PM

SECTIONSBUILDING


1/4" = 1'-0"1


1/4" = 1'-0"2

KJIHGFEDCBA

SUBMISSIONS:

CHERRYRESIDENCE

SD PROGRESS

ASPENCOLORADO

2.11.05

0109 SHAVANO DRIVE


08.04.05DD/ DRB 312.19.05DRB FINAL




09.20.06



BEDROOM 4

55'-2 1/4"T.O. RIDGE

BATH 4 BEDROOM 5

EXERCISE

WEST TERRACEBATH 1MARY'SCLOSET

BEDROOM 3 CLOSET 4 HALL BATH 5

EXERCISE

BUILT-INSTORAGE

PILATES

MASTER SUITEMARY'SCLOSETLOFT

39'-2"T.O. BEAM

33'-9"T.O. SUBFLOOR

21'-6"T.O. SLAB

30'-7"T.O. WALL

20'-9"T.O. SLAB

33'-9"T.O. SUBFLOOR

39'-2"T.O. BEAM

21'-6"T.O. SLAB

30'-1"T.O. WALL

20'-9"T.O. SLAB

1A4.1

2A4.1

1A4.2

2A4.2

1A4.3

2A4.3

1A4.2

1A4.1

2A4.1

2A4.2

1A4.3

2A4.3

L

A

B C FE

D

G IH KJ L

8A8.4

8A8.4

W6

W2

W12 W11

W11W2

W7

W11

W12

W11

W11

W2

W7

W11W11

W6

F8 F8F6

F10

F8 F8 F8 F12

F6 F8

F10

W11

6A8.4

6A8.4

R2

LOFT

SIM. F12

R1

W12

W11

F10F10

(SEE STRUCT'S)

F7

6A5.1

DRAIN

FOUNDATIONDRAIN

FOUNDATIONDRAIN

3A5.1

SIM.W2 3'

-51 4"

EGRESSW11 W12 W11

W12

R1

F10 F10

W7

FOUNDATIONDRAIN

FOUNDATIONDRAIN

R2

8A8.5 TYP.

8A8.5 TYP.

e l k r u n r e s i d e n c e s

a n a m n e w c i t y[ a n a m b r a , n i g e r i a ]

timber truss roof structure:

prefabricated for cost and efficiency

extend roof andupper walls at gable ends for additional

shading and to create spaces for shops and gathering

thatch layer over bottom cord of truss to

absorb heat re-radiated from roof

yam storage: hanging and shelved for maximum loading and unloading efficiency, rodent and

insect-proofing, and inspectability

pvc vents cast into floor and stemwalls to optimize air flow

ventilated bricks above 1.75m aff to maximize

ventilationbicycle trailer yam delivery enterprise

o g w u y o n e i g h b o r h o o d[ a n a m c i t y ]

Master plan, housing design, construction management

gutter for rainwater collection, typ.

water tank in plenum space near roof for gravity distribution to xtures

50mm x 75mm purlin, typ.

vent pipe for biogas digestion tank

passive solar water heater

ceiling below roof structure to block heat

radiated from roong and reduce sound

ring beam, typ.

exposed compressed stabilized earth brick wall,

made from locally fabricated bricks of local soil

locally fabricated wood furniture

concrete drainage pan to move water away

from house

ventilation pipe for biogas digester

blackwater inlet into biodigestion tank

kitchen located near exterior cooking

porch

greywater from sink reused to

ush toilet

hanging yam storage

stand-alone biogas digestion tank - part of decentralized wast management system

methane gas outlet

oce area for home business

ventilation louvers over all windows for passive

cooling

vent pipe for underground biogas digestion waste treatment system

louver bricks in high part of wall to facilitate passive cooling

louver bricks in high part of wall to facilitate

passive cooling

concrete ring beam, typ.

greywater from sink reused to

ush toilet

50mm x 150mm timber beam at porch overhang

100mm x 100mm steel column

green screen living shade wall

concrete column below porch (use concrete to resist termites)

large overhang to south to provide shade and prevent solar heat gain

large overhang to south to provide shade and prevent solar heat gain

outdoor kitchen/ cooking area

rainwater storage tank

solar panel array, tied to local microgrid (cooperative utility)

inci

dent

sola

r ra

diat

ion

inci

dent

sola

r ra

diat

ion

gravity-fed biological water lter

A hybrid rural-urban model for sustainable development in Africa, the Anam City project balances ecology with economic growth. Focusing on the first

neighborhood, I designed several prototype houses, an agricultural storage facility, workshed structures, and a health center

Sheet IDProject NameANAM NEW CITY, NIGERIAANAMCITY.COM

Sheet IDGeneral NotesItems

Rev.

DESIGNED BY:CHIFE FOUNDATION

DATE:

DWN BY: CKD BY:

SUBMITTED BY:

PLOT SCALE:

SIZE:A3

FILE NAME:

PLOT DATE:

PROJECT CODE:

SUBPROJECT CODE:

FILE ADDRESS:A001

BUNGALOW HOUSE - AHSG10.05.2012

SLS

ADC COVEROGW-H3.a

1 SKY VIEW PERSPECTIVE

AFFORDABLE HOUSING

BUNGALOW HOUSE

Sheet List

A001 COVERA101 SITE PLANA200 GROUND FLOOR PERSPECTIVE PLANA201 GROUND FLOOR PLANA202 FOUNDATION PLANA203 CONCRETE COLUMN PLANA204 ROOF PLANA301 ELEVATIONSA302 ELEVATIONSA303 SECTIONSA401 WALL SECTIONA402 BATHROOM FLOOR SECTIONSA403 BATHROOM FLOOR AXONSA501 WALL DETAILSA502 FOUNDATION DETAILSA503 ROOF FRAMING PLANA504 ROOF FRAMING DETAILSA601 BRICK STACKING DIAGRAMSA602 BRICK STACKING PLANSA603 BRICK PLANS - WINDOW COURSESA604 BRICK PLANS - WINDOW COURSESA700 SCHEDULESA801 INTERIOR ELEVATIONSE201 ELECTRICAL PLAN

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

OUTLINE SCHEDULE

SUBSTRUCTURE & FLOOR

WALLS

ROOF

FINISHES

ELECTRICAL AND MECHANICAL

14 DAYS

30 DAYS

21 DAYS

45 DAYS

10 DAYS

450,000 NAIRA

970,000 NAIRA

440,000 NAIRA

610,000 NAIRA

160,000 NAIRA

120 DAYS 2,630,000 NAIRA

68 square meter 2-bedroom house withliving room, kitchen, and one bathroom,as well as outdoor cooking and sittingporches. This house has inexpensivefinishes, including painted ceilings andplumbing; bedroom and bathroom wallswill be unfinished brick, living room willbe plastered. Floors will be 600 x 600vitrified tile.

DESCRIPTION


PRO

DU

CED

BY AN AU

TOD

ESK STUD

ENT PR

OD

UC

T


PRO

DU

CED

BY

AN A

UTO

DES

K ST

UD

ENT

PRO

DU

CT



Rev.


DATE:

DWN BY: CKD BY:

SUBMITTED BY:

PLOT SCALE:

SIZE:A3

FILE NAME:

PLOT DATE:

PROJECT CODE:

SUBPROJECT CODE:

FILE ADDRESS:A001

WALAKUBA HOUSE AHSG

10.05.2012

SLS

ADC COVEROGW-H4.a

AFFORDABLE HOUSING

WALAKUBA HOUSE A

1 Street View2 Birds Eye From Back Yard


PRO

DU

CED

BY AN AU

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COMPACT HOUSE 2HSG28.01.2012

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H6.a

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A601OGW-H3.b-BUNGALOW HOUSE - BHSG/ H3.b

10.05.2012

Author

Checker BRICK STACKINGDIAGRAMS

1A TYP. CORNER - ODD

1B TYP. CORNER - EVEN 2B CORNER 2 - EVEN 3B CORNER 3 - EVEN 4B CORNER 4 - EVEN 5B CORNER 5 - EVEN 6B CORNER 6 - EVEN

7B CORNER 7 - EVEN 8B CORNER 8 - EVEN 9B CORNER 9 - EVEN 10B CORNER 10 - EVEN

1 : 1001BRICK STACKING KEY PLAN

2A CORNER 2 - ODD 3A CORNER 3 - ODD 4A CORNER 4 - ODD 5A CORNER 5 - ODD 6A CORNER 6 - ODD

7 CORNER 7 - ODD 8 CORNER 8 - ODD 9 CORNER 9 - ODD 10 CORNER 10 - ODD


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o f f - g r i d a f f o r d a b l e h o u s i n g[ a n a m c i t y ]

Under construction, the affordable housing neighborhood was designed to use locally-produced compressed-earth bricks and unskilled labor. I designed 6 house typologies of varying complexity,

costing between $2,000 and $26,000. These off-grid structures hybridize local knowledge and appropriate sustainable technologies.

To provide temporary sheltered outdoor workspaces, this project was an exciting collaboration with local bamboo craftsmen. Harnessing local knowledge and indigenous building techniques, and capitalizing

on skills and craftsmanship particular to bamboo construction, we were able to create very stable space-frame truss systems to carry fairly expansive roofs on limited columns.

b a m b o o s p a c e - f r a m e s[ a n a m c i t y ]

2500 sf design-build sustainable gut remodel

o p h i r d e s i g n / b u i l d[ o p h i r , c o l o r a d o ]

I purchased this log house in 2006; design goals included energy efficiency improvements and extensive material re-use.

Reconstructed interior and exterior framing, fenestration, lighting, heating, plumbing, electrical systems, and finishes.

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