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Partnered Project working on a Live/Work Development in Greenville, South Carolina
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Use-Types Proximity-Types Project-Types
LIVE WITHlike an artist’s loft: a single space, including a kitchen below a mezzanine,sleeping space. First floor is also a largecontiguous working space. Greatestflexibility, fewest interior partitions, andamount of space devoted to “live” and “work” can be flexible to the needs of the occupant at that moment.
WAREHOUSE CONVERSION
LIVE NEARproximity is important, but need some separation between areas. Could be to minimize exposure to hazardous material, consideration for a roommate or partner, or just need the physical separation from comforts of home from work space. Resembles apartment or townhome, usually with the workspace below on the ground floor, or separated by a wall that is usually fire rated. Good for residents with families, or non-intimate roommates.
LIVE NEARBYa short walk through a courtyard separates the living portion and the work space. The work space is a separate structure from the living portion. Allows for further separation of spaces, yet the in-between spaces help promote a greater sense of community.
HOME OCCUPATION
entry to live/work unit
court
workingarea
livingarea
mezzanine
entry to living area & separated work area
livingarea
court
separate work area
mezzanine
entry to living arealivingarea
court
separate studio
mezzanine
work occurs within a residence-might or might not include a physically delineated work space-work use intensity is categorized as restricted
LIVE/WORKwork occurs within a unit; its dominance over residential activity will vary over time-residential component takes precedence over the work needs- must take into consideration noise, fumes, and other impacts-if work space is a separated form, then it can be of equal importance to the living area-clients are usually by appointment only and empolyees are sometimes permitted but typically limited in number-categorzied as limited
conversion of an existing commercial building to multiple live-work units, often called lofts
HOME OFFICEhome occupation in or on the same property as a residence of any kind
TOWNHOUSE/SHOPHOUSEa stand-alone building, either attached or detached, that is physically set up to accommodate a variety of uses by a single user
FLEXHOUSEa building that learns; flexible use in a townhouse module, live-works, housing-overoretail live-near units; separate entrances for live and work
COURTYARD LIVE-WORKa multiunit community of live-work units entering o� one or more courtyards
URBAN LOFT COMPLEXlifestyle lofts in a new vuilding or a renovated commercial building
HIGH DENSITY/PODIUMlive-work units in a taller building with structured parking and liner retail, live-work, or flexhouses entering at street level
WORK/LIVE residence occurs within or adjacent to a commercial space; therefore, the work use is dominant-needs of the work unit take precedence over the wants and needs of the living unit-employees and walk-in trade are welcome and usually on ground level-often involves the live-near or live-nearby configuration where the work space is separated
live work
work
work
live worklive
live
* all classifications based on Thomas Dolan’s book, Live-Work Planning and Design : Zero-Commute PROGRAM: LIVE/Work
Client: DeveloperApproach: We were asked to build a Live/Work community in the city of Greenville, South Carolina. Aspects of this new community were to focus on new, up-and-coming
businesses and entrepreneurs, their ideal, but separated living spaces, and an environmentally friendly building. We were tasked to explore Greenville, find an appropriate site,
and begin designing the new community. Studying the Live/Work communities, their functions, past successes and failures, we found the variety that most suited our views, and
more importantly, our clients’ wishes and needs as well. Separating the live and work areas and giving them separate, but equal importance is key to developing an integral
community. Unlike the original work/live spaces made for artists, these entrepreneurs need a division between their living and working spaces. Creating a sense of community
is also a key aspect in Live/Work developments. Creating this physical division as well as combing resources, such as a laundry room, gym, mail room, etc, the community has
many opportunities to interact and become familiar with each other. In a physical expression of this view, a courtyard community is the best choice for such interactions to occur.
LIV
E / W
OR
K
SITE SELECTION: StreamNeighborhood: Haynie-Sirrine198 Francis Street: With a choice of four site selections throughout Greenville, we felt the site in the Haynie-
Sirrine neighborhood would be an ideal location for a new work/live development to thrive and grow. On the
edge of future-planned expansion, a short walk to the west end of downtown and nearby bus routes and bike
lanes, this site is teeming with opportunity. The wooded residential area surrounding this land, along with the
topography dip and short introduction to a stream, creates a secluded calming effect that beckons peace and
tranquility. Reaching our business arm towards the busy four-lane highway of South Church Street will give this
community the upper-hand in advertising their space and their businesses.
INIT
IAL
SIT
E A
NA
LYS
IS
Access:Pedestrian, Bus, Bike, Car
Cars can access the site through multiple directions, easiest of which
is from the busy street of Church Street turning onto Haynie Street and
looping in. Bike paths are available on Church Street, though the speed
and frequency of car-goers on this road hinders the safety bikers wish to
have while riding. Although there are lanes on the Haynie/Pearl Street,
allowing for safer passage through Greenville. By foot most travelers
would be coming from the north, Greenville’s west-end of downtown. It is
within a fifteen minute walking distance to the west-end, a ten minute
walking distance to the courthouse lot, and a five minute walk to the
local gas station and Zaxby’s. But, never fear! With the up-and coming
expansion this area is sure to see more options of food, shopping and
entertainment coming in the near future.
Land:2 acres claimed, 1.5 developed
This neighborhood seems to have been wiped clean of houses, allowing
for vast areas where nothing but lush green grass, old oak trees, and a
small forest of bamboo has remained. The stream adds a calming effect,
although it currently looks like a trash chutes contents have been dumped
there, there is plenty of room for improvement and development.
Haynie-Sirrine: The site is sandwiched by large oak trees and a small copse of bamboo. A healthy layer of underbrush arises as the site slopes down towards the stream. On the upper east
corner of our site Springer Street cuts under the busy Church Street. This narrow tunnel made for two European-sized cars would be a perfect opportunity to enhance pedestrian
feasibility and accessibility to the site.
SITE VISIT
pressence on Church St
New development
Restaurant
Bar/Beer
Grocery
Bank
Office Supplies
Pint of milk in the morning
Pint of beer in the evening
New development
Restaurant
Bar/Beer
Grocery
Bank
Office Supplies
Pint of milk in the morning
Pint of beer in the evening
swamp rabbit trail
trails
route 10 augusta road
route 4 dunean/ grove road
major roads/highways
major thouroughfares
swamp rabbit trail
trails
route 10 augusta road
route 4 dunean/ grove road
major roads/highways
major thouroughfares
SASAKI: Master PlanWest End Development: Courthouse & Govt OfficesLooking Ahead: Our site is just south of Falls Park and the existing
courthouse. In the Sasaki Master Plan for the ongoing development
of Greenville is the turned government office park, which was once a
shopping mall, and is now government offices including the courthouse,
along with a large parking lot.
WEST END: Development PlanWest End Development: Live-Work-PlayLooking Ahead: Our site is central to this planned and explored option
for developing the neighborhood of Haynie-Sirrine. This development
looks to the intersection of Church Street and Haynie Street/Pearl
Avenue to become a new town square of sorts. It seeks to fill the area
with pedestrians, shoppers, workers, and families and continue the
southwestern march of Greenville expanding.
Live/Work Program
Square Footage Quantity General DimensionsResidential
2 Bed / 2 Bath 1,000 10 10,000 1 Bed / 1 Bath 750 12 9,000 Studio 500 18 9,000 Gym 1,200 1 1,200 Laundry 300 1 300 Lobby 300 1 300 Circulation/Mech 20% 5,960
29,800 35,760
ParkingStandard Space 180 86 15,480 9x20HC Space 280 5 1400 14x20Circulation 20% 3,376
16,880 20,256
OfficePrivate Office 150 20 3,000 10x15Open Cubicle 48 20 960 8x6Conference Room 300 2 600 15x20Meeting Room 225 2 450 15x15Reception 500 1 500 20x25Copy Room 150 1 150 15x10Break Room 300 1 300 15x20File Room / Storage 375 2 750 15x25Toilet 375 2 750 15x25Toilet 56 2 112 7x8Café / Bar 1,500 1 1,500 Convenience Store 400 1 400 Circulation/Mech 20% 1,894
9,472 11,366
Total 67,382
ESTCODE
DW
5 10 20 50
5 10 20 50 100
Live: 35,760 sqft Park: 20,256 sqft Work: 11,336 sqft
1 Bedroom
2 Bedroom
Studio
main bed
main bath
bedlive
dine
cook
bath
main bed
main bath
bed
live dine cook
bath
main bedmainbath
bed
live dine cook
bath
bedlive
dine
cook bath
bed
livedinecook
bath
LIVE/Work: ProgramInitial Program Development & Square Footages: Total SQFT: ~67,000 We strayed little from what the client asked for, providing an office building including individual offices, cubicles, copy rooms and storage spaces,
kitchenettes, and a reception space. We added a small deli to provide for what the surrounding neighborhood currently lacks. The living area includes three different sized units,
a studio, a one bedroom, and a two bedroom equipped with a community gym, reception and lobby area, and laundry room.
Back to the City: Enhance the developments’
connectivity to Greenville by relating it to the formation
of Greenville as a city itself, surrounding a beautiful strip
of land that was formed by water eroding it away and
enhancing and enlivening the area encompassing it. The
grids that reach out from the surrounding areas give point
to this place on the map where they all collide, unbroken
by erosion as of yet.
Water and Topography: Erosion has created some of
the most spectacular places on this globe. As the Reedy
River flows through Greenville and Falls Park highlights
the flow and erosion the water has taken on the land, so
will our small stream erode away at our building, forming
a natural canyon courtyard for the residents to enjoy.
Progress: As the lives and businesses of the residents
will evolve and grow, so will the city. It is important to
remember where you have been, and where you are going.
Cutting the site up, highlighting future important areas of
development, accomplishes the objective of always looking
ahead and reminding oneself of ones goals and future
aspirations.
at the crux of three city axes grid lines on our site
axes that are eroded away by topography and water grids eroded by water and land
axes of three grids surround site connection points to future developments
DESIGN PROCESS
INITIAL EXPLORATIONS
FINALDESIGN PROCESS
axes of three grids surround site future connections cutting building
stream eroding the grids separated parts to emphasize future
future development connections stream eroding building
placement of general floor area final design iteration
Private / ResidentialOFFICE OPENOFFICE GROWOFFICE SET
OFFICE GATHERPUBLIC COURTYARD
Private / Residential
Private / Residential
OFFICEPUBLIC COURTYARD
Private / ResidentialOFFICE OPENOFFICE GROWOFFICE SET
OFFICE GATHERPUBLIC COURTYARD
Private / Residential
Private / Residential
OFFICEPUBLIC COURTYARD
Plan Program Relation
Section Program Relation
REF
2 BR / 2 BA
REF
STUDIO
REF
(H)
Hei
ght m
ax 4
3’
S=x(h)
x = 2.15allows for Dec light @ 3pm(S) Spacing = min 20’
H2 =
62’
H1 =
43’
W2 = 377’
W1 = 73’
diffuse sunlight
lighter in colorfor solar reflection
reduce solar reflectance intoapts on south
act to increaseshadingcoefficient
2 2
W1 / H1 = 1.7 : 1 RatioW / H = 6 : 1 Ratio
~50% wind penetratesfrom above
Natural ventilation + Daylighting in courtyard
June 21: 3pmDecember 21: 3pm
June 21: 12pmDecember 21: 12pm
June 21: 9amDecember 21: 9am
SU
N &
WIN
D
REF
2 BR / 2 BA
REF
STUDIO
REF
(H)
Hei
ght m
ax 4
3’
S=x(h)
x = 2.15allows for Dec light @ 3pm(S) Spacing = min 20’
H2 =
62’
H1 =
43’
W2 = 377’
W1 = 73’
diffuse sunlight
lighter in colorfor solar reflection
reduce solar reflectance intoapts on south
act to increaseshadingcoefficient
2 2
W1 / H1 = 1.7 : 1 RatioW / H = 6 : 1 Ratio
~50% wind penetratesfrom above
June 21: 3pmDecember 21: 3pm
June 21: 12pmDecember 21: 12pm
June 21: 9amDecember 21: 9am
CLIMATE: Hot/HumidPassive Systems:
Cooling Only: Cross Ventilation
CLIMATE: LocalWind & Sun Diagrammatic Analysis of SiteComfort: Best combination for summer climate is shade with wind
Best combination for winter climate is sun with no wind
Shade | Sun
Win
d | N
one
Irrigated Green Space
Courtyard w/in 45° of prevailing winds
Primary Prevailing Winds
Solar Exposure
Site EntriesSecondary Prevailing Winds
EN
VIR
ON
ME
NTA
L
FA
CT
OR
S
UP
DN
UP
UPDN
UP
DN
UP
DN
UP
REF REF
REF
REF REF REF REF REF REF REF
REF
REF
REF
REF
REF
REF
REFREFREF REF REF
3B
3A
2C
1-10W
MECH
MECHMECH
HALLWAY
HALLWAY
HALLWAY
HALLWAY HALLWAYHALLWAY
STAIR
STAIR
CORRIDOR
GYM
TOILET
TOILET
LOBBY
A A
A
A
A
1 BR
STUDIOSTUDIOSTUDIO STUDIO STUDIOSTUDIOSTUDIO
1 BR
1 BR
1 BR 1 BR
2 BR 2 BR 2 BR 2 BR
1 BR
2 BR 2 BR 2 BR
B
2A
STAIR
STAIR
ELEV
STAIR
STAIRELEV
2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6
1-6 1-71-51-3 1-41-21-1
G
1-91-8 1-10
1A
3-53-4
F
3-33-1
C
D
E
1B
G
2-6
1-4 1-71-1
3-2
1-1
1C
C
C
1A
G
3-6
C
UP
UP
UP
UP
UP
4
10
10
10
88
STAIR
STAIR
PARKING
PARKING
FREEZER
STORAGE
STORAGE
3B
3A
2C
1-10W
A A
A
A
A
DELI
STAIR
ELEV
STAIR
B
2A
2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6
1-6 1-71-51-3 1-41-21-1
G
1-91-8 1-10
1A
3-53-4
F
3-33-1
C
D
E
1B
G
2-6
1-4 1-71-1
3-2
1-1
1C
C
C
1A
G
3-6
C
DN
DN
DN
DN
REF
REF REF
REF REFREF
REFREF
REFREF
REF REF
REF
REF
REF
REF REFREFREFREF
3B
3A
2C
1-10W
A A
MECHMECH
GYM
HALLWAY
HALLWAY
HALLWAY
HALLWAY HALLWAYHALLWAY
STAIR
MECH
A
A
A
1 BR
STUDIO
1 BR
STUDIOSTUDIOSTUDIO
STUDIO STUDIO
1 BR
2 BR 2 BR
STUDIO
STUDIOSTUDIOSTUDIOSTUDIO
1 BR1 BR
1 BR
2 BR
B
2A
2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6
1-6 1-71-51-3 1-41-21-1
G
1-91-8 1-10
1A
3-53-4
F
3-33-1
C
D
E
1B
G
2-6
1-4 1-71-1
3-2
1-1
1C
C
C
1A
G
3-6
C
STAIR
STAIR STAIR
ELEV
DN
UP
REF
3B
3A
2C
1-10W
A A
A
A
B
2A
2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6
1-6 1-71-51-3 1-41-21-1
G
1-91-8 1-10
1A
3-53-4
F
3-33-1
C
D
E
1B
G
2-6
1-4 1-71-1
3-2
1-1
1C
C
C
1A
G
3-6
C
Residential North & South BuildingsConstruction Type: IIb, Unprotected SteelOccupancy: Residential, R-2, SprinkledAllowed Maximum Travel Distance: 250’Allowed Maximum Common Path of Egress Travel: 125’
Parking DeckConstruction Type: IIb, Unprotected SteelOccupancy: Parking Garages, S-2Allowed Maximum Travel Distance: 400’Allowed Maximum Common Path of Egress Travel: 100’
Office BuildingConstruction Type: IIb, Unprotected SteelOccupancy: Business, B, SprinkledAllowed Maximum Travel Distance: 300’Allowed Maximum Common Path of Egress Travel: 100’
LIFE SAFETYCode Review
UP
UP
UP
chim
ney
resident main level
furn--aces
resident 2nd level
boiler
chilled water plant
fresh air intake filterfilter
preheat
cooling tower
reheat
sound trap
supply
cooling
fan
staticpressureregulator
conditioned space
conditioned space
VAV terminal
VAV terminalch
imne
y
resident main level
furn--aces
resident 2nd level
boiler
chilled water plant
fresh air intake filterfilter
preheat
cooling tower
reheat
sound trap
supply
cooling
fan
staticpressureregulator
conditioned space
conditioned space
VAV terminal
VAV terminal
Residential:Forced Air System+ minimal maintenance+ minimal visual obtrusiveness + minimize system noise + maximize control of air velocity & quality
Ground Level Ceiling
Main Level
Second Residential Level
HVACResidential Building
North Building
South Building
Residential HVAC Axon
zone 1.0
zone 2.0
zone 2.1 zone 2.2 zone 2.3
zone 1.1
zone 2.4 zone 2.5 zone 2.6
zone 2.7
zone 3.7
zone 4.7
zone 3.1 zone 3.2 zone 3.3 zone 3.4 zone 3.5 zone 3.6
zone 4.1 zone 4.2 zone 4.3 zone 4.4 zone 4.5 zone 4.6
zone 3.0
zone 4.0
fanroom
3rd Floor
Office Section HVAC Diagram
2nd Floor Ground FloorMain Floor3rd Floor Ceiling
HVACOffice Building
Office Building:Variable Air Volume (VAV) System
most versatile and widely used +high degree of local control +
economical operations +reheat system for variables between zones +
minimize system noise +minimize operating costs and energy consumption +
maximize individual control over temperature +
Office HVAC Axon
STRUCTUREResidential Building
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
Wall
Section &
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STRUCTUREOffice Building
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
Wall
Section &
Deta
ils
3RES
1RES
2RES
CONCRETE FLOOR SLAB WITHFIBER REINFORCING
TUBE STEEL COLUMN
STEEL PLATEw/BOLT & ANCHORS
NON-SHRINK GROUT
CONCRETE PIER
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
FIBER EXPANSION JOINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
STOREFRONT WINDOW
REINFORCED CONCRETE SLABON STEEL DECKING
STOREFRONT WINDOW
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING
BLOCKING AS REQ'D
GYPSUM BOARD CEILING
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
LIGHT GAGUE FRAMING
GYPSUM BOARD CEILING
ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON
METAL DECKING
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
EXTEND RIGID INSULATION TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID CONNECTION @MOMENT FRAME BEYOND
STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION
CONCRETE FLOOR SLAB
STEEL BEAM
BLOCKING AS REQ'D
LT. GA. STEEL BOX BEAM
WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO
FACE OF COLUMN
PERFORATED STEEL PANELS
3-13-1
SECOND FLOOR12'-0"
PARKING LEVEL-12'-0"
FIRST FLOOR0'-0"
P
1
2
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANE
REINFORCED CONCRETE FOUNDATION WALL
GRAVEL FILL
VAPOR BARRIER
STRUCTURAL FILL
STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM
DRAINAGE MAT
THICKENED SLAB @COLUMN BEYOND
6OFC
5OFC
4OFC
STEEL COLUMN -BEYOND
STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING
-EXTEND TO UNDERSIDE OF DECK
TYP. HORIZONTAL CABLERAILING
-POSTS SET IN CONC. SLAB
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING
-EXTEND INSUL. TO UNDERSIDE OF DECK
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM
REINFORCED CONCRETE SLABON STEEL DECKING
CURTAIN WALL GLAZING SYSTEM
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
CURTAIN WALL GLAZING SYSTEM
STEEL BEAM
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
STEEL BEAM
STEEL COLUMN -BEYOND
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ON LT. GA. STEEL STUDS
TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT
TYP. GALVANIZED STEELSUPPORT STRAP
CLOTH SOLAR SHADING SAIL
CLOTH SOLAR SHADING SAIL
BATT INSULATION
CONCEALED GUTTER
CONTINUOUS STEEL C CHANNEL
CURTAIN WALL GLAZING SYSTEM
CONTINUOUS STEEL ANGLE
CONTINUOUS STEEL C CHANNEL
BATT INSULATION
STEEL COLUMN -BEYOND
STEEL COLUMN -BEYOND
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
3-1
GROUND FLOOR-12'-0"
FIRST FLOOR0'-0"
SECOND FLOOR15'-0" AFF
THIRD FLOOR30'-0"
G
1
2
3
SLOPE
121
PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND
w/ MIN OF 3" GRAVEL
FOOTING
UNDISTURBED SOILOR STRUCTURAL FILL
COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION
ON PROTECTION BOARD
REINFORCED CONCRETE FOUNDATION WALL
GROUND FLOOR-12'-0"
SOFFIT ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.
Z FURRING
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO
UNDERSIDE OF DECK
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
STEEL BEARING PLATEON NON-SHRINK GROUT
SECURED w/BOLT & ANCHORS
RIGID INSULATION ON Z FURRING
REINFORCED CONCRETE SLABON STEEL DECKING
BACKER ROD & SEALANT
REINFORCED CONCRETE FOUNDATION WALL
COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON
PROTECTION BOARD
FINISHED FLOOR
STEEL BEAM
CONT. STEEL C CHANNEL
BATT INSULATION
CONT. METAL PLATE
STEEL COLUMN
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CONT. STEEL BENT ANGLE
CURTAIN WALL GLAZING SYSTEM
WOOD BLOCKING AS REQ'D
BACKER ROD & SEALANT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYFULLY ADHERED TPO ROOF
OVER RIGID INSULATION ONSTEEL DECKING
TAPERED STEEL BEAM
RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND
INSUL. TO UNDERSIDE OF DECK
SAIL ARMATURE-BOLTED THRU TO STEEL PLATE
CLOTH SOLAR SHADING SAIL
ALUMINUM GUTTER W/CONT CLEAT FASTENED TO
WOOD BLOCKING
LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER
CONCEALED DOWNSPOUT
PT WOOD BLOCKING AS REQ'D
FINISHED FLOOR
SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP
METAL BOX BEAM
EXTRUDED ALUM.STOREFRONT HEAD
BACKER ROD & SEALANT
FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD
SEAL JOINT
GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING
WOOD BLOCKING AS REQ'D
PT WOOD BLOCKING AS REQ'D
REINFORCED CONCRETE SLABON STEEL DECKING
STEEL BEAM
SHIM AS REQ'D
BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT
BACKER ROD & SEALANT
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON
WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING
CONT. STEEL ANGLE
WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS
PT WOOD BLOCKING AS REQ'D
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO
FACE OF COLUMN
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF INSULATION
FINISHED FLOOR
TUBE STEEL COLUMN
CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT
SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON
VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING
PT WOOD BLOCKING AS REQ'D
METAL EDGE CAP
PERFORATED CORTENSTEEL PANELS
STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM
SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN
HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB
REINFORCED CONCRETE SLABON STEEL DECKING
BUILDING WRAP - EXTENDUP WALL & TERMINATE @
TOP OF BLOCKING
CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"
SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"
EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"
INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"
PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"
CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"
Structure Model
Vertical Load
Lateral Load
01WALL
02WALL
01WALL
02WALL BUILDING SECTION
Sect
ion
ASe
ctio
n B
Sect
ion
CSe
ctio
n D
SITE SECTIONS
Stream Section South 1/32” = 1’-0”
Stream Section North 1/32” = 1’-0”
LONG SECTIONS
Perforation DesignLouver Design
Office Fins & Residential Skin: Brains & Beauty: The fins on the office building are rotatable cloth shading devices. Since the office buildings main curtain wall is facing west-south-west, there needed
to be substantial shading devices put on the building in order to counter-act the heat gain and solar glare that would undoubtedly occur on the occupants computer screens.
The skin of the residential building acts in the same manner. While in a hot and humid climate, one of the few passive strategies for cooling is natural ventilation. In order to
optimize the wind and minimize the sun, a skin was designed to wrap around the entirety of the buildings. The skin is made of a gold-copper alloy, affixed to a steel grid system
and attached via spider joints. The perforation pattern is derived from the trees on the site, but are placed carefully as well. On the north side, there are many more and much
larger perforations, while on the south side there are fewer and smaller perforations. This combined with the lush trees will help shade the building in the summer, and since the
plant life is mostly oak, they will shed their leaves in the winter allowing for more sunlight to penetrate and warm the space in the few winter months.
Live/Work Program
Square Footage Quantity General DimensionsResidential
2 Bed / 2 Bath 1,000 10 10,000 1 Bed / 1 Bath 750 12 9,000 Studio 500 18 9,000 Gym 1,200 1 1,200 Laundry 300 1 300 Lobby 300 1 300 Circulation/Mech 20% 5,960
29,800 35,760
ParkingStandard Space 180 86 15,480 9x20HC Space 280 5 1400 14x20Circulation 20% 3,376
16,880 20,256
OfficePrivate Office 150 20 3,000 10x15Open Cubicle 48 20 960 8x6Conference Room 300 2 600 15x20Meeting Room 225 2 450 15x15Reception 500 1 500 20x25Copy Room 150 1 150 15x10Break Room 300 1 300 15x20File Room / Storage 375 2 750 15x25Toilet 375 2 750 15x25Toilet 56 2 112 7x8Café / Bar 1,500 1 1,500 Convenience Store 400 1 400 Circulation/Mech 20% 1,894
9,472 11,366
Total 67,382
Third Level
Second Level
PLANS
Main Level
Parking Level
LIVING BEDROOM
BATHROOM
KITCHEN
REF
LIVING BEDROOM
BEDROOMBATHROOM
BATHROOM
KITCHEN
REF
KITCHEN
LIVING BEDROOM
BATHROOM
REF
1 Bed / 1 Bath 675 sqft12 units | (Accessible)
2 Bed / 2 Bath1000 sqft10 units
Studio | 500 sqft18 units
FINAL MODEL
From office building, looking onto the stream and courtyard
From western bridge, looking onto the stream and office building
Dusk from Church Street looking west
Autumn, from the north west corner looking towards the development
Main Residential Entrance
FINAL PRESENTATION
MODELS
Final Presentation: The title of the class, ‘Comprehensive,’ lived up to its name. From designing for an actual client, to studying and learning the in-depth needs of an
architectural project that has the potential to be built, this project became a well-thought-out, well-implemented design. Every aspect of the design had a purpose enhanced
with a meaning of growth and community behind it, and that ultimately is the goal of this development. Residents who live and work here would be proud to live in such a close-
knit community that strives for excellence and opportunity and growth. The design pampers to interactions, meeting and brainstorming and the evolution of ideas.