2011 2010
Bird Blind
Fall Studio, Project 1
Fall Studio, Project 2
The Muybridge Collection Boys and Girls Club
Spring Studio, Final Project
Spring Studio, Preliminary Study
Fall Studio, Semeser Project
Central Park Comfort Station The Leviathon Newark
DOCUMENTATION
FORM FINDING
60 deg.
45 deg.
60 deg.
Designed to house the work of pioneer photographer Edward Muybridge, this museuem speaks to the expression of motion through the static arts. Forms were generated over several weeks through a series of iterative study models, culminating in a "structural tour-de-force" of curved glulam members that frames a series of transformations through space and time.
ARDSLEY COURT
OFFICES
LOADING DOCK (BELOW, EL. -4' - 0")
EL. +6' - 0"
U
D
TEMPORARY EXHIBIT (BELOW, EL. -4' - 0") D
HANGING GALLERY
HANGING GALLERY
EL. 0' -0"
EL. 0' -0"
D
D
TEMPORARY EXHIBIT (BELOW, EL. -4' - 0")
GLULAM SHELL MEMBERS CANVASSED SKIN, WITH PHOTOS PRINTED ON UNDERSIDE
MAIN GALLERY
MAIN GALLERY
EL. +6' - 0"
EL. +6' - 0"
0 8
U LOBBY EL. 0' - 0"
U
EL. +6' - 0"
ENTER
10' -0"
4' - 0"
10' -0"
43' - 0"
BROAD STREET
Elevation = 0' - 0"
16
The unique L-shaped site in SOHO, provided a unique challenge for the design of this Boys and Girls Club. Joining an infill on Thompson Street, and a large lot on the corner of Sullivan and Spring; the site required a programattic intervention that could unite it as one whole.
typos As a preliminary study in modularity and prefabrication, the project for a comfort station introduced us to fundamental concepts of program, site, and construction
topos 20’ - 0”
These three principles coalesced into a flexible and quickly deployable design process, that bore its fruits during the three-week investigation for the Boys and Girls Club 30’ - 0”
teknos
WOM EN
S LO
ST AF F CK ER MEN
RR S LO CK
ER
DIR + M ECT EE OR TIN 'S G S DE S PA K CE ST OR AG E
ME NS
LA DIE S
CENTRAL PARK COMFORT STATION intro to the tectonic culture
Program + Energy
Boys and Girls Club
Orthographic Projections of the Curtain Wall System
Tectonic Analysis
Proposed Elevations for a Passive Shading Device
Ground Floor
Third Floor
The Leviathon
NEWARK
CurveArea_VER37_39 A = 613.383139
CurveArea_VER37_40 A = 649.697681
CurveArea_VER37_41 A = 797.859482
CurveArea_VER37_42 A = 932.864318
CurveArea_VER37_43 A = 959.079585
CurveArea_VER37_44 A = 737.766077
CurveArea_VER37_26 A = 717.396861
CurveArea_VER37_27 A = 870.908886
CurveArea_VER37_28 A = 985.67385
CurveArea_VER37_29 A = 396.635862
CurveArea_VER37_30 A = 548.922214
CurveArea_VER37_31 A = 910.642393
CurveArea_VER37_13 A = 1149.571925
CurveArea_VER37_14 A = 1118.754509
CurveArea_VER37_15 A = 445.462818
CurveArea_VER37_16 A = 1067.484255
CurveArea_VER37_17 A = 682.659677
CurveArea_VER37_18 A = 474.055898
CurveArea_VER37_0 A = 1347.661571
CurveArea_VER37_1 A = 350.543087
CurveArea_VER37_2 A = 580.206258
CurveArea_VER37_3 A = 932.864318
CurveArea_VER37_4 A = 680.60659
CurveArea_VER37_5 A = 869.969387
NORFOLK STREET
BRANCH BROOK PARK
The proposal for this 165-unit multi-family housing development in the burgeoning Broad Sreet District of Newark, NJ seeks to revitalize the once downtrodden neighborhood, with an injection of bright color and vitality. A recondisderation of the specific case of the linear double-loaded corridor residential slab gives birth to the more general "spline-slab", a new housing prototype for the 21st Century, capable of traversing wide swaths of vacant or underutilized urban terrain. 280
280
STREET
R VE
ORANGE
IC
STREET STREET
Dr. MARTIN LUTHER KING Jr. BOULEVARD
NORFOLK STREET STREET
AD
R ST
EE
T
D KING Jr. BOULEVAR Dr. MARTIN LUTHER
CENTRAL AVENUE
CENTRAL AVENUE
CENTRAL AVENUE
O BR
ORANGE
NORFOLK STREET
Fall 2011
ORANGE
RI
280
ALGORITHMIC ALGORITHMIC STUDY I: CRACKING STUDY I: CRACKING Large Scale Retail
Luxury Condos
ALGORITHMIC STUDY I: CRACKING Large Scale Retail
Medium Scale Retail
Luxury Condos
Shared Green Space
ALGORITHMIC STUDY I: CRACKING
Medium Scale Retail
Shared Green Space
Crack 1: Major Programatic Divisions
Crack 2: Building Mass Articulation
Shared Green Space
Luxury Condos
Shared Green Space
CrackCrack 1: Major Programatic Divisions 1: Major Programatic Divisions Crack 2: Building Mass Articulation
Townhouses
ALGORITHMIC STUDY I: CRACKING
Large Scale Retail
Crack 2: Building M
Medium Scale Retail
Townhouses
Large Scale Retail
Shared Green Space
Community Facility
Luxury Condos
Shared Green Space
Private Courtyard
Medium Scale Retail
Townhouses
Medium Density Housing
Shared Green Space
Community Facility
Medium Density Housing Entrance
Shared Green Space
Private Courtyard
Medium Density Housing + Garage
Community Facility
Crack 1: Major Programatic Divisions Private Courtyard
ALGORITHMIC STUDY I: CRACKING
Large Scale Retail
Crack 2: Building Mass Articulation
Medium Density Housing Luxury Condos
Crack 3: Structural Articulation CrackMedium 2: BuildingScale Mass Retail Articulation
Crack 4: Structural Detailing
Townhouses
Medium Density Housing
Community Facility
Medium Density Housing Entrance
Medium Density Housing Entrance
Shared Green Space
Medium Density Housing + Garage
Medium Density Housing
Medium Density Housing Entrance
Medium Density Housing + Garage Crack 3: Structural Articulation
Crack 4: Structural Detailing
2010s
Crack 4: Structura
2000s
Medium Density Housing + Garage
1990s
Private Courtyard Crack 4: Structural Detailing
1970s
Medium Density Housing Entrance
1960s
Community Facility
1940s
Medium Density Housing
1930s
Townhouses
1920s
1910s
1900s
1890s
1870s
1860s
1850s
1840s
1830s
1820s
1810s
1800s
1790s
1880s
Crack 3: Structural Articulation
Crack 4: Structural Detailing Crack 3: Structural Articulation
Crack 3: Structural Articulation
Crack 2: Building Mass Articulation
1950s
Crack 4: Structural Detailing
Crack 1: Major Programatic Divisions
Medium Density Housing + Garage
Private Courtyard
Shared Green Space
Crack 3: Structural Articulation
1980s
Crack 1: Major Programatic Divisions
TYPOLOGY STUDY I : CORES|CORRIDORS
Cores : Clustered
Cores : Clustered
Cores : Connected
Periodic : Typical
Non-Periodic : Double Loaded
Cores Periodic : Connected : Intermittent Circulation
Non-Periodic : Circulate @ ti
Non-Periodic : Circulate @ t=0|t=1
Periodic : Central Circulation
Periodic : Typical
Non-Periodic : Single Loaded
IR TA R/S
Y DR UN LA
Non-Periodic : Single Loaded
O AT EV EL
TYPOLOGY STUDY I : CORES|CORRIDORS
Non-Periodic : Double Loaded
Non-Periodic : Circulate @ t=0|t=1
Non-Periodic : Circulate @ ti
Periodic : Intermittent Circulation
Periodic : Central Circulation
/S OR AT EV EL IR TA /STAIR
Y
ATOR ELEV
R LAUND
Apartment Distribution
X-TYPE
The structural design for the Leviathon relied on a series of staggered trusses running across the body of the slab. These coordinated with a stacked duplex apartment typology, arranged variously to form 1 bedroom and 2 bedroom units depending on the spline curvature.
4527.338714 854.856079
Weaving Plane 00:
u = Process 0.150 v = 0.661 height = 450 rotation = 215 tilt =Rotation: 65
Plane 01: Center:
u = center 0.115 point v = 0.661 of building height = 400 footprint rotation = 108 tilt =Range: 80
Plane 0 to02: 360
u = 0.864 v = 0.360 Scale: height = 685 Center: rotation = 309 tilt =ellipse 84 center
Plane 03: point
u = Range: 0.928 v = 0.488 1 to= 0.6 height 628at 100 =ft 51 rotation tilt =0.6 84to 0.9 at
200 ft 0.9 to 0.4 at 300
1199.803105
7384.306861 8748.493242 1.3110e+4 1114.698809 1.3110e+4 7170.858393 8748.493242 1.3110e+4 1032.724858 6960.54027 8748.493242 1.3110e+4 8748.493242 953.881253 6753.352493 8748.493242 1.3110e+4 878.167994 6549.295062 8745.816677 1.3110e+4 805.58508 1.3110e+4 6348.367977 8725.403713 1.3097e+4 736.132512 6150.571237 8697.965642 1.3057e+4 8675.211525 669.81029 5955.904843 8645.49514 1.2998e+4 606.618413 5764.368794 8608.53468 1.2920e+4 546.556882 1.2822e+4 5575.963091 8564.254987 1.2702e+4 489.625697 5390.687734 8481.783802 1.2558e+4 8335.878368 435.824857 5208.542722 8126.538684 1.2390e+4 385.154363 5029.528057 1.2200e+4 337.614215 1.1985e+4 4853.643736 1.1747e+4 293.204412 4680.889762 1.1485e+4 251.924955 4511.266133 1.1200e+4 213.775843 4344.772849 1.0904e+4 1699.663743 178.757078 1.0606e+4 4181.409912 1699.663743 1.0306e+4 146.868657 4021.17732 1699.663743 1.0003e+4 118.110583 3864.075073 1699.663743 9697.703339 92.482854 3710.103173 1699.663743 9390.152057 69.985471 9013.829293 3559.261618 8478.071034 5.0981e+5 50.618433 3411.550408 7782.347868 34.381742 3266.969545 6932.496124 21.275395 3125.519027 5982.610482 11.299395 5061.96735 2987.198854 4209.874412 4.45374 2852.009028 3426.331667 0.738431 2719.949546 2711.339115 2591.020411 2064.896757 1487.004592 2465.221621 977.662619 2342.553177 2223.015079 2106.607326 1993.329919
(offset, rotation) A1: (48, 291) B1: (50, 288) C1: (199, 250) D1: (90, 239) height = 560 charge = 1
Weaving Process Rotation: Center: center point of building footprint Range: 0 to 360 Scale: Center: ellipse center point Range: 1 to 0.6 at 100 ft 0.6 to 0.9 at 200 ft 0.9 to 0.4 at 300
9046.017731 7384.306861 3817.619919 7170.858393 9032.326819 6960.54027 3799.02515 6753.352493 9025.890068 3803.550544 6549.295062 9046.81436 6348.367977 3830.652631 6150.571237 9037.032296 5955.904843 3877.550963 5764.368794 8983.41853 5575.963091 3959.030707 3966.304444 5390.687734 8924.857041 5208.542722 3832.596547 5029.528057 8936.469267 4853.643736 3751.479154 4680.889762 8920.224986 3696.516217 4511.266133 8880.673556 4344.772849 3658.13898 4181.409912 8819.772801 4021.17732 3634.447107 3864.075073 8730.797761 3710.103173 3620.540349 8616.574816 3559.261618 3616.67525 3411.550408 8475.861396 3266.969545 3622.194905 3125.519027 8322.182935 2987.198854 3636.668509 2852.009028 8169.510914 3660.138647 2719.949546 8043.971984 2591.020411 3695.325065 2465.221621 7969.21288 2342.553177 3746.047849 2223.015079 7967.636833 3818.79418 2106.607326 8052.652477 1993.329919
1.1740e+4 1.1740e+4 1.1740e+4 1.1740e+4 1.1740e+4 1.1740e+4 1.1740e+4 1.1738e+4 1.1725e+4 1.1703e+4 1.1670e+4 1.1627e+4 1.1573e+4 1.1509e+4 1.1435e+4 1.1351e+4 1.1256e+4 1.1150e+4 1.1014e+4 1.0840e+4 1.0608e+4 1.0302e+4 9920.227259 9465.156898 8966.726977 8439.401879 7878.48922 7271.553993 6622.834878 5932.507278 2468.298414 2737.008138 2196.408038 2271.091905 1940.190817 1792.675452 1699.646753 1351.054634
9046.017731 3817.619919 9032.326819 3799.02515 9025.890068 3803.550544 9046.81436 3830.652631 9037.032296 3877.550963 8983.41853 3959.030707 3966.304444 8924.857041 3832.596547 8936.469267 3751.479154 8920.224986 3696.516217 8880.673556 3658.13898 8819.772801 3634.447107 8730.797761 3620.540349 8616.574816
1.3498e+4 1199.803105 1.3520e+4 1114.698809 1.3543e+4 1032.724858 1.3548e+4 953.881253 1.3497e+4 878.167994 1.3415e+4 805.58508 1.3227e+4 1.2900e+4 736.132512 3908.872749 669.81029 8608.933351 606.618413 3816.788976 546.556882 8502.391209 489.625697 3747.271245 435.824857 8461.75032 3691.687802 385.154363 8482.469021 337.614215 3644.91217 293.204412 8558.453801 251.924955 3604.67965
footprint Range: 0 to 360
Scale: Center: Unit ellipse center point Range: 0.6 to 1 at 160 ft 1 to 0.2 at top
1033.959492 4756.370323 1200.641622 4756.370323 1379.774156 1571.357093 5.0570e+5 1775.390433 1991.874177 00: 2220.808324 Plane 5.1081e+5 2462.192875 u = 0.150 v = 0.661 2716.02783 height = 450 2982.313187 rotation = 215 3261.048949 tilt = 65 3552.235114 Plane 01: u = 0.115 3855.871682 v = 0.661 4171.958654 height = 400 4500.49603 rotation = 108 4841.483809 tilt = 80 5194.921991 Plane 02: u = 0.864 v = 0.360 height = 685 rotation = 309 tilt = 84
Plane 03:
u = 0.928 v = 0.488 height = 628 rotation = 51 tilt = 84
(offset, rotation) A1: (0, 291) B1: (50, 100) C1: (100, 256) D1: (0, 234) height = 575 charge = 1
213.775843 178.757078 146.868657
4.9880e+5 118.110583
92.482854 69.985471 50.618433 34.381742 21.275395 11.299395 4.45374 0.738431
5.0681e+5
1.3498e+4 1.3520e+4 1.3543e+4 1.3548e+4 1.3497e+4 1.3415e+4 1.3227e+4 1.2900e+4 3908.872749 8608.933351 3816.788976 8502.391209 3747.271245 8461.75032 3691.687802 8482.469021 3644.91217 8558.453801 3604.67965
Parametric Tower Studies - Spring 2012 height = 560 charge = 1
8171.067011 2247.435404 5406.496113 Weaving 1850.847216 8033.944748 4756.370323 5406.496113 8550.719383 7820.421416 1476.092288 Process 4756.370323 5406.496113 8121.566509 7530.497013 1123.81613 5406.496113 4756.370323 5406.496113 7703.462072 812.971485 7164.171542 Region union552.341312 148.71698 5406.496113 6721.445 7296.406072 of three 6202.317389 341.92561 5406.496113 215.795882 6900.39851 5634.884001 5406.496113 ellipses 295.325187 6515.439386 5085.462992 5406.496113 387.304896 5406.496113 6141.528698 4557.875244 Rotation: 491.735008 5406.496113 4052.120756 5778.666448 Center: 3568.199528 608.615524 5406.496113 5426.852636 3106.11156 center point 737.946443 5406.496113 5086.087261 2665.856852 5406.496113 of building 879.727766 5406.496113 4756.370323
5.0681e+5
3931.783976 8237.051043 1.2838e+4 1.3257e+4 1.3389e+4 1.3448e+4 1.3477e+4
(offset, rotation) A1: (48, 291) B1: (50, 288) C1: (199, 250) D1: (90, 239)
1474.775845 953.089277 1265.578094 598.779381 292.577365 1072.053498 88.651398 894.202059 2.979356 732.023775 585.518648 454.686677 339.527862 240.042204
4.9880e+5
(offset, rotation) A1: (0, 291) B1: (50, 100) C1: (100, 256) D1: (0, 234) height = 575 charge = 1
1.0121e+4 4756.370323 1.0835e+4 4756.370323 1.1663e+4 4756.370323 1.2421e+4 Region union 1.3028e+4 148.71698 of three 1.3457e+4 215.795882 ellipses 1.3684e+4 295.325187 1.3681e+4 387.304896 Rotation: 4094.738458 491.735008 Center: 9141.06791 608.615524 center point 3907.987554 737.946443 of building 8991.63248 879.727766 3816.34369 footprint 1033.959492 8907.292213 Range: 1200.641622 3761.844894 0 to 360 1379.774156 8831.241893 1571.357093 3728.69398 Scale: 1775.390433 8748.603035 Center: 1991.874177 3712.911578 Unit ellipse 2220.808324 center point 8645.263943 2462.192875 3712.984302 Range: 2716.02783 8528.589454 0.6 to 1 at 2982.313187 3729.198771 160 ft 3261.048949 8439.820348 1 to 0.2 at 3552.235114 3769.217088 top 3855.871682 8448.023377 4171.958654 3852.429109 4500.49603 8622.997062 4841.483809 4055.897969 5194.921991 9035.087745 1.4162e+4 1.3938e+4 1.2874e+4 3930.720505 7667.192782 3815.054897 7248.029625 3752.148695 7349.581686 3
Weaving Process
1.0121e+4 1.0835e+4 1.1663e+4 1.2421e+4 1.3028e+4 1.3457e+4 1.3684e+4 1.3681e+4 4094.738458 9141.06791 3907.987554 8991.63248 3816.34369 8907.292213 3761.844894 8831.241893 3728.69398 8748.603035 3712.911578 8645.263943 3712.984302 8528.589454 3729.198771
717.911606 8550.719383 7741.293663 8121.566509 3703.389394 7703.462072 8160.40214 7296.406072 3705.167364 6900.39851 8481.074858 6515.439386 3724.207766 6141.528698 8693.415793 5778.666448 3759.635819 5426.852636 8830.846593 5086.087261 3822.101479 8934.107678 4756.370323 3924.230087 4756.370323 9034.267163 4756.370323 4121.652215 9189.51035 1.4024e+4 1.3987e+4 1.3513e+4 5.1081e+5 1.2730e+4 1.1785e+4 1.0842e+4 1.0108e+4
1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1817e+4 1.1816e+4 1.1796e+4 1.1754e+4 1.1691e+4 1.1607e+4 1.1488e+4 1.1327e+4 1.1124e+4 1.0880e+4 5165.823692 5437.281765 5139.782426 5165.374379 5113.76426 4872.432102 5087.769196 4558.454933 5061.797233 4223.442872 5035.848372 3867.39592 5009.922612 3490.314076 3109.70998 4984.019954 2750.889913 4958.140396 2414.059368 4931.51896 2099.218346 4890.270789 1806.366847 4829.228679 1535.504871 4748.39263 1286.632417 4647.762642 1059.749487 4527.338714 854.856079
(offset, rotation) A1: (0, 291) B1: (50, 100) C1: (100, 256) D1: (0, 234) height = 1200 charge = .5
4.9864e+5
717.911606 7741.293663 3703.389394 8160.40214 3705.167364 8481.074858 3724.207766 8693.415793 3759.635819 8830.846593 3822.101479 8934.107678 3924.230087 9034.267163 4121.652215 9189.51035 1.4024e+4 1.3987e+4 1.3513e+4 1.2730e+4 1.1785e+4 1.0842e+4 1.0108e+4
(offset, rotation) A1: (0, 291) B1: (50, 100) C1: (100, 256) D1: (0, 234) height = 1200 charge = .5
4387.120848 671.952195 4227.109042 511.037833 4047.433574 372.112994 3858.173577 255.177677 3665.648508 160.231884 3469.858369 3270.803158 105.403821 285.870716 3068.482877 454.0313 2862.897525 607.183899 2654.047102 3155.696956
1.0284e+4 1010.0910547384.306861 1.0284e+4 Weaving 1010.0910547170.858393 1.0284e+4 Process 1010.091054 6960.54027 1.0284e+4 1010.091054 1.0284e+4 Rotation: 1010.0910546753.352493 1.0284e+4 1010.0910546549.295062 Center: 1.0284e+4 1010.0910546348.367977 1.0284e+4 center point 6150.571237 1.0284e+4 of building 5.1214e+5 5955.904843 1.0284e+4 footprint 5764.368794 1.0284e+4 Range: 1.0282e+4 5575.963091 0 to 360 1.0227e+4 5390.687734
Scale: Center: Unit ellipse center point Range: 1 to 0.2
5208.542722 5029.528057 4853.643736 4680.889762 4511.266133 4344.772849 4181.409912 4021.17732 3864.075073 3710.103173 3559.261618 3411.550408 3266.969545 3125.519027 2987.198854 2852.009028 2719.949546 2591.020411 2465.221621 2342.553177 2223.015079 2106.607326 1993.329919 1883.182857 1776.166141 1672.279771
4990.108554 Weaving 5205.509546 Process 5497.19776 5812.972569 Rotation: 6117.082084 Center: 6387.686058 center point of6613.365962 building 6784.216169 footprint 6886.52953 Range: 06908.704518 to 360 6801.529167 1964.517787 Scale: 4570.070347 Center: 1903.815882 Unit ellipse 4503.394615 center point 1864.594152 Range: 4437.510474 1 to 0.2 1835.978739 4354.124007 1815.016778 4242.386605 2100.560421 1797.981158 1999.483773 2056.019356 1784.72188 1964.958769 2025.917296 1773.832792 1943.21355 2005.991615 1764.992062 1930.508534 1992.119338 1758.936431 1923.875232 1985.978518 1752.399069 1921.327141 1984.223543 1
7384.306861 747.147797 7170.858393 1924.194509 6960.54027 1988.598499 6753.352493 1743.405855 6549.295062 1931.682031 6348.367977 1999.303457 1740.162914 6150.571237 1946.753356 5955.904843 2020.496963 5764.368794 1737.901017 5575.963091 1969.066921 5390.687734 2058.869875 5208.542722 1735.745661 5029.528057 2009.744195 4853.643736 1735.246594 4680.889762 4210.233384 4511.266133 1735.36732 4344.772849 4261.246816 4181.409912 1734.218938 4021.17732 4296.171817 3864.075073 1734.827896 3710.103173 4319.203171 3559.261618 1736.457946 3411.550408 4319.197817 3266.969545 1738.908493 3125.519027 4317.939115 2987.198854 1742.096637 2852.009028 4316.179769 2719.949546 1746.359106 2591.020411 4319.111658 2465.221621 1752.785869 2342.553177 4331.225913 2223.015079 1759.781578 2106.607326 4346.427482 1993.329919 1770.448779 1883.182857 4360.696162 1776.166141 1785.236639 1672.279771 4361.82923 1806.253211 4299.53608
4990.108554 5205.509546 5497.19776 5812.972569 6117.082084 6387.686058 6613.365962 6784.216169 6886.52953 6908.704518 6801.529167 1964.517787 4570.070347 1903.815882 4503.394615 1864.594152 4437.510474 1835.978739 4354.124007 1815.016778 4242.386605 2100.560421 1797.981158
747.147797 1924.194509 1988.598499 1743.405855 1931.682031 1999.303457 1740.162914 1946.753356 2020.496963 1737.901017 1969.066921 2058.869875 1735.745661 2009.744195 1735.246594 4210.233384 1735.36732 4261.246816 1734.218938 4296.171817 1734.827896 4319.203171 1736.457946
Plane 00: 1473.898068 u 1379.402734 = 0.250 v = 0.424 1288.037747 height = 450 1199.803105 rotation = 150 tilt1114.698809 = 75 Plane 01: 1032.724858 u 953.881253 = 0.115 v = 0.885 878.167994 height = 536 805.58508 rotation = 107 tilt736.132512 = 50 Plane 02: 669.81029 u 606.618413 = 0.115 v = 0.832 546.556882 height = 685 489.625697 rotation = 274 tilt435.824857 = 84 Plane 03: u = 0.136 v = 0.500 height = 628 rotation = 85 tilt = 89
5.1981e+5
1473.898068 1379.402734 1288.037747 1199.803105 1114.698809 1032.724858 953.881253 878.167994 805.58508 736.132512 669.81029 606.618413 546.556882 489.625697 435.824857
1979.960899 1837.752818 2081.003586 1914.153649 1889.972826 2071.148004 1869.560934 1999.872479 2140.668334 1838.498319 4430.443548 1814.158546 4362.957148 1795.208632 4182.823374 1780.644175 3961.58252 1769.668451 3751.546671 1760.361398 3599.521936 1752.854979 3540.603582 1747.344566 3581.093002 1742.128545 3697.088691 1738.000263 3848.755653 1736.148156 4003.275184 1734.139858 4139.007273 1732.487785 4240.923831 1732.03618 4299.669021 1732.787284 4314.064106 1733.217095 4287.610485 1734.695672 4218.445975 1736.559399 2035.93971 2010.894316 1740.03181 1993.625247 1967.336786 1743.277903 1973.833087 1945.587002 1748.958998 1965.408445 1934.359739 1754.236468 1964.084522 1930.387006 1761.879225 1971.601169 1934.524905 1770.567798 1985.859369 1944.353855 1781.284732 2009.575288 1962.432981 1795.422455 2044.731112 1992.214356 1813.393999 2106.601032 2045.236116 1835.312685 4331.848331 1865.004396 4434.854118 1906.589757 4517.861306 1969.349784 4591.94037 2086.764016 4692.453066 7086.411457 7069.998157 6886.735841 6592.112678 6237.201647 5859.375103 5496.962322 5190.962701 4982.97332
5.1981e+5
5.0247e+5
1979.960899 1837.752818 2081.003586 1914.153649 1889.972826 2071.148004 1869.560934 1999.872479 2140.668334 1838.498319 4430.443548 1814.158546 4362.957148 1795.208632 4182.823374 1780.644175 3961.58252 1769.668451 3751.546671 1760.361398 3599.521936 1752.854979 3540.603582 1747.344566 3581.093002 1742.128545 3697.088691 1738.000263 3848.755653 1736.148156 4003.275184 1734.139858 4139.007273 1732.487785 4240.923831 1732.03618 4299.669021 1732.787284 4314.064106 1733.217095 4287.610485 1734.695672 4218.445975 1736.559399 2035.93971 2010.894316 1740.03181 1993.625247 1967.336786 1743.277903 1973.833087 1945.587002 1748.958998 1965.408445 1934.359739 1754.236468 1964.084522 1930.387006 1761.879225 1971.601169 1934.524905 1770.567798 1985.859369 1944.353855 1781.284732 2009.575288 1962.432981 1795.422455 2044.731112 1992.214356 1813.393999 2106.601032 2045.236116
ROOF SLOPES AT 1" FOR EVERY 12" TOWARDS CENTRAL DRAINAGE
EPDM MEMBRANE ROOF FINISH 1" EXTERIOR GRADE PLYWOOD DECKING 2" AIR SPACE R30 FIBERGLASS BATT ROOF INSULATION WITH INTEGRAL VAPOR BARRIER 5/8" GYPSUM BOARD CEILING FINISH 2" x 4" BLOCKING
CONTINUOUS METAL FLASHING AND DRIP EDGE 2" x 6" BLOCKING
2" x 6" BLOCKING
1' - 0"
2" x 6" FASCIA 2" x 10" HEADER/SUBFASCIA
CONTINUOUS DOUBLE 2" x 6" TOP PLATES
1/2" PLYWOOD SOFFIT 1'
-0
"
10' - 0"
1 1/2" CONTINUOUS AIR VENT WITH 3" OD GRILLE
BROAD ST
E KINNEY ST
R19 FIBERGLASS BATT WALL INSULATION WITH INTEGRAL VAPOR BARRIER
SITE PLAN
2" x 6" WALL STUD @ 24" OC 10' - 0"
5/8" GYPSUM WALL BOARD INTERIOR FINISH
BUILDING PAPER (AIR BARRIER)
3/4" PLYWOOD SUBFLOORING
1" EIFS COMBED FINISH CLADDING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING
2" X 10" FLOOR JOIST
2" x 6" SOLE PLATE 2" x 10" RIM JOIST TERMITE SHIELD 1/2" FIBROUS SILL SEAL INSULATION 2" x 8" PRESSURE TREATED SILL PLATE 5/8" OD ANCHOR BOLT
4" EXPANSION JOINT (PREMOLDED FILLER AND SEALANT)
GROUND SLOPED AWAY FROM FOUNDATION @ 5%
10' - 0"
4" CONCRETE GROUND SLAB 6 MIL POLYETHYLENE VAPOR BARRIER 2" SAND 4" BASE COURSE OF CRUSHED STONE
2" RIGID INSULATION
COMPACTED SOIL BASE
RUBBERIZED ASPHALT R10 WATERPROOFING MEMBRANE 1
4" CANT STRIP
0" '-
6"
FILTER FABRIC 4" OD PERFORATED FOOTING PIPE W/ 6" GRAVEL COVER
1' - 0"
2" x 3" MECH. KEY
2'
-0
"
#5 REBAR REINFORCEMENT @ FTG (5/8")
SYSTEMS 541, WALL SECTION Section - Student Project , Fall 2010 ELIWall MELTZER CRITIC: MOSTOLLER
12/3/2010 1 1/2" = 1' - 0"
Meltzer/Mandl Architects
eli.meltzer@gmail.com 347.325.7943