CRAFT 2 2015 A Southwest Region publication organized and produced by the Gensler Los Angeles Technical and Design Directors
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INTRODUCTION
59 HMA HQ & TECH CENTER
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JACKSON HOLE AIRPORT
73 ASU COLLEGE AVENUE COMMONS
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VISTAMAR SCHOOL
83 MELROSE GATEWAY MONUMENT
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DENVER INT. AIRPORT CANOPY
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43 GRAND HYATT INCHEON 51
M BUILDING
BROKAW NEWS CENTER
103 EDITORIAL TEAM 104 PROJECT TEAMS
introduction
No design is possible until the materials with which you design are completely understood.
We live in a world of products; most everything surrounding us complies with minimum standards and has been optimized for manufacturing, material usage and cost. These products are designed to meet these standards to the minimum extent possible, to stay efficient, competitive and profitable. The availability and mass-market acceptance of products and objects that are absolutely uniform, with little or no distinction from one another, is reaching a saturation point. This trend of ubiquity has not spared architecture and construction. Even by their nature and specific use buildings remain highly customized and tailored to individual needs and site conditions, they are nevertheless mostly constructed entirely
- Ludwig Mies van der Rohe
from premade products and standardized materials. This reliance on uniformity is driven by the industry’s growing need to meet ever more stringent budgets and time constraints; and foremost to make the construction process and outcome highly predictable. This is not a new phenomenon, but instead has slowly emerged, starting with the industrial revolution of the 19th century where sophisticated machinery allowed for the replication of the exact same part over and over again. Even prefabricated homes are an invention of the 19th and early 20th century when Victorian homes and Craftsman bungalows have been offered through catalogues as prefabricated kits.
Against this historical and contemporary landscape of ubiquity and commoditization of the ordinary, custom crafted solutions have never been more appreciated. While the accessibility of digital form finding tools and additive manufacturing technologies are increasing what designers are able to achieve, as our practice remains committed to learning from the ordinary and celebrating the exceptional. The spirit and curiosity of these exceptions are celebrated by the selection of projects in the CRAFT books series. There exists a natural liaison between the craftsmen and the designer as they both think primarily about the project, whereas a manufacturer would think primarily about a
On few occasions this liaison between the craftsmen and the designer takes us back to pre-serial and standard production days; and let us explore possibilities rooted in specialized crafted production methods, which in turn opens a completely new horizon to design possibilities. Whether it is a special material and its treatment, or familiar materials used in new and unfamiliar ways this issue of CRAFT features projects that successfully reach beyond solutions offered from product catalogues.
The range of technologies explored in the book reaches from cutting edge 20th century technologies like water jet, plasma, laser cutting and CNC fabrication to the ancient technologies of metal castings, dating back more than 6,000 years. Equally the material choices are as ancient and modern as they could be, ranging from timber and stone to modern metal alloys and composite materials. Prioritizing craft does not mean we are looking to a return of a period of preindustrial technology or technique, quite the opposite. Craftsmen have kept pace with modern production technologies and found ways to incorporate new industrial processes
of product-oriented technology to lower the cost for custom projects. In many cases processes now attributed to mass production originated from craftsman’s ingenuity. We do not take lightly the opportunity to introduce a high level of innovation and customization into each project, but on rare occasions, and if seized collectively by the Design and Construction team, the processes transcends the norm and yields projects of unrivaled uniqueness and elegance. These successes can only be attributed to the close collaboration of committed teams of exceptional clients, dedicated craftsmen and innovative design teams. eha - Robert Garlipp with Shawn Ghele
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product; this shared interest makes custom a normality rather than the exception.
CLIENT: Jackson Hole Airport
PROGRAM: Airport
CONTRACTOR: Wadman Construction
OFFICE: Denver
subcONTRACTOR: RJP Construction Inc.
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LOCATION: Jackson, Wyoming
AIRPORT IN THE PARK As the primary gateway to both Grand Teton and Yellowstone National Parks, Jackson Hole Airport is the only airport within the United States located inside the boundaries of a National Park. On approach to the airport, passengers are treated with a panoramic view of the cathedral group of the Grand Teton Mountain Range. This pristine natural environment greatly influenced the buildings material selections, heavy timber wood framing was selected to support the buildings’ visual and psychological connection with itscontext. The park has an 18 foot building height limitation dating back to the mid- 1900’s. This limitation presented a distinct challenge for the design team given the long span spaces typically found in airports. A traditional deep beam solution would have drastically reduced the ceiling height and volume. The solution was to design a clear-span queen post truss system that reduced beam depths and effectively increased the volume. 1. Early design studies of long span truss concept 2. Structural section, queen post truss 3. Queen post concept-double pinned rod connection 4. Queen post shown without rod 5. Queen post shown with rod
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C:\Documents and Settings\erics\Desktop\ESobel documents\ERS Revit Models (local)\21104_01-JH_Airport-ers.rvt
64' - 8 5/8"
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NOTE: CONTRACTOR TO PROVIDE 4k OF PRESTRESS TO THE TENSION ROD PRIOR TO ERECTION.
ADJUSTABLE CLEVIS BY TENSION ROD SUPPLIER
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ADJUSTABLE CLEVIS BY TENSION ROD SUPPLIER
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SEE
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GLULAM QUEENPOST TRUSS @ TICKETING HALL
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T/GLM
NOTE: CONTRACTOR TO PROVIDE 4k OF PRESTRESS TO THE TENSION ROD PRIOR TO ERECTION.
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ADJUSTABLE CLEVIS BY TENSION ROD SUPPLIER
ADJUSTABLE CLEVIS BY TENSION ROD SUPPLIER
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3 GLULAM QUEENPOST TRUSS @ SECURITY QUEUE
NOTE: COORD ALL DIMENSIONS W/
NOTE: SEE ARCH DWGS FOR LAMINATION
(2) 8 3/4 GLULAM BEAMS, SEE 20
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GLULAM 8 3/4"x30"
"
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JACKSON HOLE AIRPORT JACKSON, WYOMING
FFE
QUEEN POST FABRICATION Close collaboration between the designers and engineers produced a queen post truss solution that allowed for an 8 inch reduction in total structural depth. This solution employed a tensioned rod, exerting force upwards into the 3 foot deep glue laminated beam through two cast iron elements. Inspired by the large gondola supports of the nearby ski resort, the queen post elements were modeled in 3D, allowing for the engineers to test critical material thickness as well as coordinate the various radii of the 2 inch steel tension rods. Upon selection of the casting subcontractor, the 3D model was provided to assist with the prototyping. The 65-45-12 ductile iron queen posts were created through a sand casting process. Both loose wood patterns and wood core boxes were utilized for the sand castings. The wood elements are designed to account for the shrinkage allowance of the ductile iron, the dimensional changes that occur as the casting solidifies and cools to room temperature, upwards of 1/8 inch per foot.
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1. Queen post fabrication, cast queen posts 2. Queen post fabrication, wooden bracket form 3. Queen post fabrication, cast queen posts 4. timber column fabrication
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JACKSON HOLE AIRPORT JACKSON, WYOMING
TIMBER STRUCTURE FABRICATION The heavy timber elements are a combination of FSC certified Douglas fir glue laminated beams and 24 inch turned Douglas fir columns. The truss system has been engineered to provide a clear span of 49 ft and provide an additional 18 ft cantilevered overhang at the exterior drop off. A steel link at the center point of every other structural bay serves as the structural fuse for the frames. Wood beams and diagonal braces are sized to exceed the capacity of the fuse. Connections between wood and steel elements were made utilizing a series of steel pin connections imported from a fabricator in Germany. All cuts, bores, routing and staining were completed prior to shipment to allow for efficient erection. Internal conduit paths for lighting elements and penetrations for sprinkler piping were pre-coordinated.
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Total fabrication time of the all the heavy timber elements, including the custom design steel connection plates was 16 weeks, completed by on average a six man fabrication crew. 1. 3d model of structural connection 2. Beam to column connection, gusset plate 3. Column base connection as seismic brace 4. Beam to column connection mock-up
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JACKSON HOLE AIRPORT JACKSON, WYOMING
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1. Queen post installation 2. Queen post tension rod clevis installation 3. Queen post 4. Timber framing erection 5. Beam to column connection, final 6. Column base, integrated brand signage
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INSTALLATION TO COMPLETION The columns, beams, and queen post elements were delivered to site ready for installation. Due to the pre-coordinated and fabricated building elements, a six man crew was able to place two structural bays per day. Resulting in a total erection time of six weeks for over 300 structural timber pieces.
Connected mid span by a sleeve-nut, the two rods were tightened using an oversized wrench to a pre-specified tension, creating a camber within the laminated beam and a tolerance of 1/8 inch over the 49 foot span. All structural steel elements were subsequently coated with an intumescent coating system.
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JACKSON HOLE AIRPORT JACKSON, WYOMING
Once the east-west large span laminated beams were in place and stabilized by the north-south purlin elements, the installation of the truss elements could be completed. Both queen post casts were bolted though the laminated beams using six 1/2 inch diameter bolts. #7 Clevis elements were then installed atop the column locations, allowing for the connection of the two 22ft, 2 inch round steel rods.
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JACKSON HOLE AIRPORT JACKSON, WYOMING
CLIENT: Vistamar School
PROGRAM: High School
CONTRACTOR: Turelk
OFFICE: Los Angeles
subcONTRACTOR: Ceiling Concepts/Madrid
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LOCATION: El Segundo, California
creative concept Vistamar School is an adaptive-reuse of an LAX-adjacent warehouse building into a private high school. As part of a multi-phased build out, the World Language Commons phase of construction provides classroom and interstitial learning spaces with the goal of creating high-quality, unique environments on an extremely tight budget. The approach focuses on directing daylight into the warehouse envelope from above through a unique composition of skylights. The existing warehouse, like most buildings of the typology, inherently lacks both daylight access and any sense of place or identity within. Both elements are critical for the building to function as a high-quality education and community environment. Despite budget constraints the design team created a unique, day-lit space with an unconventional use of material and fabrication techniques. The project takes inspiration from a tree canopy, hovering overhead and creating a sense of shelter while filtering light from above.
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ASSEMBLY ‘B’ - CEILING IN CLASSROOM ASSEMBLY ‘A’ - CEILING IN CORRIDOR
1. Rendering of corridor linking classroom cluster 2. Concept sketches of desired lighting effect
VISTAMAR SCHOOL EL SEGUNDO, CALIFORNIA
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4. Early reference image showing dappled light
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3. View looking down of ceiling structure 3
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1. CNC router milling a plywood profile 2. Assembled basswood physical model 3. Individual plywood baffle sections staged on-site 4. Basswood model pieces to test assembly 5. Typical panel baffle section 2
6. Section thru classroom & corridor
digital Fabrication
16’-7 6/16” (E) 4X14 PURLIN (E) 4X PURLIN
(E) GLB GIRDER
EQ
6"
NEW 2 X EA SIDE W/ 3/4 " DIA BOLTS @ 12 " O.C. FOR END CONNECTION SEE DETAIL 4
NEW 2X EA SIDE PER DETAIL 4
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2 (4 TOTAL)
4#10 SMS FOR BOTTOM CONNECTION SEE DETAIL 5
L4X4X12GA
NEW CHANNEL EA SIDE W/ 3/4 " DIA BOLTS @ 12 " O.C.
FOR BOTTOM CONNECTION SEE DETAIL 6
DETAIL 3
DETAIL 4
METAL STUD AT BACKING PLATE
600-S200-54 RUNNER CHANNEL NOTCH OVER STUDS OR PRE-NOTCHED BACKING
PLAN VIEW
4-#10 SMS
AND 4-#10 WOOD SCREWS to WOOD MEMBER
4 X 4 MTL CLIP
4-#10 WOOD
SECTION VIEW
AND 4-#10
BACKING SHALL EXTEND ONE STUD BEYOND THE POINT AT WHICH BACKING IS REQUIRED.
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SECTION VIEW
DETAIL 7
DETAIL 8
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LINTEL WALL PER PLAN TYP.
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TYP ATTACH CEILING FRAMING TO WALL PER NOTE #3 ON S1 TYP.
KICKER PER
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KICKER PER PLAN TYP.
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PLAN VIEW
LINTEL WALL PER PLAN TYP.
TYP
VISTAMAR SCHOOL EL SEGUNDO, CALIFORNIA
(3)-#12x1/2" LOW-PROFILE HEAD SCREWS AT EA STUD TYPICAL
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It took seven days to mill the baffles. After PLAN TYP. the completion of the milling each part was laid out in the shop in sequence and after sorting placed back in the CNC machine to be labeled with a code representing their direction, row and sequence in the erection process. The larger baffles were composed of up to nine individual pieces, each weighing up to 40 pounds.
DETAIL 1
DETAIL 2
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The millwork fabricator used the same digital profiles to cut the baffles on a CNC machine. In all, 250 standard sheets of 4ft x 8ft plywood were used. For the most precise cut, the plywood boards were held in place by clamps and suction cups to create the flattest working surface possible. The baffles are made of stained and sealed 3/8” thick baltic birch plywood. A lower grade face was used so that knotting & variations in grain were visible, which creates a natural, industrial look. TYP
2’-6”
EQ
EQ
3’-6”
The undulating ceiling form was modeled in 3D, subsequently a computer script was written to extract 2d geometry into flat profiles. The resulting profiles were utilized to build a scaled model to validate the overall form and verify the 2d profiles would assemble correctly at full scale.
NOTCH NEW 2X AS REQUIRED, AND PROVIDE FULL BEARING
construction sequence A structural sub-frame was engineered to suspend the baffled ceiling from the barrel vaulted roof above. It consists of a grid of flat 2 x 4 inch wood studs, supported by a series of kickers, 12 GA wire and framing angles of the new, full-height walls. A three-man team installed the panels one piece at a time within 14 days. The engraved label on each panel was used to identify the exact location and orientation on-site. Because the construction model was based on field verified, existing dimensions, there were essentially no field modifications required – all of the pieces fit together perfectly like a puzzle.
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To bring light into inboard rooms, skylights were sporadically punched through the roof and held up high above the sub-frame to maximize the light spread through the eggcrate ceiling system. The egg-crate cells, in turn, direct light from these skylights down into the spaces below. Each cell lights up a little bit differently based on how the light hits it forming a dynamic patchwork above.
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1. A three-man team installs the ceiling baffles 2. Half-way through the installation process 3. The sub-frame & supports attached to the roof 4. New walls being framed in 5. Skylights visible at the existing roof
VISTAMAR SCHOOL EL SEGUNDO, CALIFORNIA
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7. Plywood panels mid-way through installation
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6. The wood sub-frame in place at two elevations 6
space-defining details The egg-crate ceiling is interconnected and attached to the sub-frame with steel clips and angles. All of the structure and fasteners are left exposed. The project team was successful in negotiating with the fire department to keep the sprinklers above the baffles, allowing the curved edges to be uninterrupted.
In addition to natural lighting, a unique series of light fixtures were installed throughout the egg-crate. Seven linear pendants were strategically located in the corridor as the main accent lights. A more affordable set of jelly-jar lights were installed on a threaded rod to set them at a consistent height above the undulating bottom of the ceiling.
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SCALE
PLANS PREPARED BY:
CONTRACTOR:
DATE FILENAME DESIGNED BY: DESCRIPTION
SCALE
PLANS PREPARED BY:
CONTRACTOR:
DATE FILENAME DESIGNED BY: DESCRIPTION
ENGR
1
DATE
APPD DATE
DRAWN BY: CHECKED BY:
OWNER:
VISTAMAR SCHOOL WORLDS LANGUAGE ARTS CLASSROOM
PROJECT:
13905 Maryton Avenue Santa Fe Springs, CA 90670
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ENGR
DATE
APPD DATE
13905 Maryt Santa Fe Spring
DRAWN BY: CHECKED BY:
PROPOSED CEILING VISTAMAR SCHOOL 737 HAWAII STREET EL SEGUNDO, CA 90245
DRAWING NO:
REVISION:
SHEET NO:
A004 000
4 OF 8
1. Attachment angles and engraved ID number 2. Connection detail at wall 3. Panel butt joint replaced by biscuit joint 4. Connection detail at waffle joint
VISTAMAR SCHOOL EL SEGUNDO, CALIFORNIA
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6. Looking up through the egg-crate
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5. Jelly-jar light on a threaded rod 6
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VISTAMAR SCHOOL EL SEGUNDO, CALIFORNIA
CLIENT: Westin
PROGRAM: Hotel/Transit Center
CONTRACTOR: Mortensen/Hunt/Saunders
OFFICE: Los Angeles/Denver
subcONTRACTOR: Harmon Inc./Canam Group
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LOCATION: Denver, Colorado
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DESIGNING THE FORM
The cantilevering glass canopies provide an expansive, pristine surface of glass to welcome and protect guests, while fitting within a narrow buildable zone that navigates between structural demands, programatic requirements and taller, deeper and shorter spans. Though derived from a simple form, the canopies of the Denver International Airport are anything but simplistic in their design, engineering, and execution.
1. Hotel canopy roof plan 2. Hotel canopy section
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3. Detail view showing integrated building systems
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CONTINUOUS RAIL C HOTEL AND TRAIN C GLAZING AT HOTEL A SEGMENTED STR PROVIDE HIGH PER OF CANOPIES. 4. PROVIDE FULLY SPR CANOPY WITH CON 5. INTEGRATED GUTTE OF BOTH HOTEL AN 6. LIGHTNING PROTEC HOTEL AND TRAIN C 7. SNOW GUARD PROV CANOPIES TYPICAL 8. REFER TO STRUCTU REGARDING CANOP 9. REFER TO SHEET A 10. PROVIDE REMOVAB SYSTEM MOUNTED OF DIAGRID CANOP 2.
2 A5.73
GENERAL SH
DENVER INTERNATIONAL AIRPORT CANOPY DENVER, COLORADO
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UNITIZED CURTAIN UNITIZED CURTAIN UNITIZED CURTAIN GLAZING ASSEMBLY UNITIZED CURTAIN SLAB AT VERTICAL UNITIZED CURTAIN GLAZING ASSEMBLY POINT-SUPPORTED WITH STAINLESS ST SNOW GUARDS, TY LIGHTNING PROTEC ROOF MAINTENENC VERTICAL FACADE CAST IN 1" HIGH X 2 STRUCTURAL GLAS DIAGRID CANOPY IN STRUCTURE FASCIA EDGE AT PL SLOPED GLAZED W TERMINAL HEAT TRACE CONT ASSEMBLY PAINTED STEEL ASS STRUCTURAL SPRIN BE ARCHITECTURAL CURTAIN WALL GRI FLOOR SLAB, PER S INTERIORS COLUMN PER STRU INTERIORS FRAMING/ASSEMBL EXTERIOR PAVED D EXPANSION JOINT, BACKER ROD ROOF ASSEMBLY FIRE SEAL AND SMO
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A world-class airport, a train station, an international convention center, a 500 key hotel, an urban plaza, and a planned extension of the internal airport peoplemover. The Denver International Airport train and hotel canopies grew out of a rich negotiation of a demanding and sometimes contradictory program that passes above, below, and through it.
Hotel Canopy | Structural Support
Major project statement goes here to introduce readers to the idea you are trying to convey.
CITY & COUNTY CITY & COUNTY GENERAL SHEET GENERAL NOTES SHEET NOTES of DENVER of DENVER 1. 2.
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DENVER DENVER INTERNATIONAL INTERNATIONAL AIRPORT AIRPORT
SE A L SYSTEM MOUNTED BETWEEN SYSTEM STRUCTURAL MOUNTEDMEMBERS BETWEEN STRUCTURAL MEMBERS OF DIAGRID CANOPIES. OF DIAGRID CANOPIES. 1
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DENVER
PROVIDE FULLY SPRINKLERED 4. PROVIDE HOTEL FULLY ANDSPRINKLERED TRAIN HOTEL AND TRAIN 1. CONTINUOUS RAIL CAPTURED 1. CONTINUOUS GLAZING TYPICAL RAIL CAPTURED AT GLAZING TYPICAL AT CANOPY WITHAND CONCEALED CANOPY SPRINKLER WITHSYSTEM. CONCEALED SPRINKLER SYSTEM. HOTEL AND TRAIN CANOPIES. HOTEL TRAIN CANOPIES. 5. INTEGRATED GUTTER ASSEMBLY INTEGRATED AT ENTIRE GUTTER PERIMETER ASSEMBLY 2. GLAZING AT HOTEL AND 2. TRAIN GLAZING CANOPIES AT HOTEL IS5. FLAT AND WITH TRAIN CANOPIES IS FLAT WITH AT ENTIRE PERIMETER OF BOTH HOTEL TRAIN OFCANOPIES BOTH HOTEL AND TRAIN CANOPIES A SEGMENTED STRUCTURAL A SEGMENTED SYSTEM.ANDSTRUCTURAL SYSTEM. COUNTY COUNTY LIGHTNING PROTECTION 6. SYSTEM LIGHTNING PROVIDED PROTECTION FOR BOTH SYSTEM PROVIDED FOR 3. PROVIDE HIGH6. PERFORMANCE 3. PROVIDE PAINT HIGH ON PERFORMANCE STRUCTURE PAINT ON STRUCTURE D BOTH D HOTELOF AND TRAIN CANOPIES HOTEL AND TRAIN CANOPIES CANOPIES. AOF CANOPIES. 7.SPRINKLERED 4. PROVIDE FULLY 4. PROVIDE HOTEL FULLY ANDSPRINKLERED TRAIN HOTEL AND TRAINFOR HOTEL AND TRAIN SNOW GUARD PROVIDED 7. FOR SNOW HOTEL GUARD AND PROVIDED TRAIN CANOPY WITH CONCEALED CANOPY SPRINKLER WITHSYSTEM. CONCEALED SPRINKLER SYSTEM. CANOPIES TYPICALLY. CANOPIES TYPICALLY. 5. INTEGRATED GUTTER 5. ASSEMBLY INTEGRATED AT ENTIRE GUTTER ASSEMBLY AT ENTIRE PERIMETER 8. REFER TO STRUCTURAL 8.PERIMETER DWGS REFER FOR TO ADDITIONAL STRUCTURAL INFO DWGS FOR ADDITIONAL INFO LEVEL 09 OF BOTH HOTEL AND LEVEL 09 TRAIN OFCANOPIES BOTH HOTEL FOUNDATIONS AND REGARDING TRAIN CANOPIES UNTY REGARDING CANOPY CANOPY FOUNDATIONS COBOTH COUNTY 6. LIGHTNING PROTECTION 6. SYSTEM LIGHTNING PROVIDED PROTECTION FOR BOTH SYSTEM PROVIDED FOR 5449.53' 5449.53' 9. REFER TO SHEET A3.00 9.FOR REFER EXTERIOR TO SHEET FINISH A3.00 LEGEND EXTERIOR FINISHDLEGEND D FOR HOTEL CANOPIES HOTEL AND TRAIN CANOPIES 51 AND TRAIN 10. PROVIDE REMOVABLE,10. PANELIZED PROVIDEBIRD REMOVABLE, NETTING PANELIZED BIRD NETTING 7. SNOW GUARD PROVIDED 7. FOR SNOW HOTEL GUARD AND PROVIDED TRAIN FOR HOTEL AND TRAIN SE A L SE A L SYSTEM MOUNTED BETWEEN SYSTEM STRUCTURAL MOUNTEDMEMBERS BETWEEN STRUCTURAL MEMBERS CANOPIES TYPICALLY. CANOPIES TYPICALLY. OF 8. DIAGRID CANOPIES. OF DIAGRID CANOPIES. 8. REFER TO STRUCTURAL DWGS REFER FOR TO ADDITIONAL STRUCTURAL INFO DWGS FOR ADDITIONAL INFO 49 09 LEVEL REGARDING CANOPY FOUNDATIONS REGARDING CANOPY FOUNDATIONS LEVEL9.08 REFER 08 5449.53'TO SHEETLEVEL A3.00 9.FOR REFER EXTERIOR TO SHEET FINISH A3.00 LEGEND FOR EXTERIOR FINISH LEGEND 10. PROVIDE REMOVABLE, 10. PANELIZED PROVIDEBIRD REMOVABLE, NETTING PANELIZED BIRD NETTING 5440.03' 5440.03' DESIGNER OF RECORD DESIGNER OF RECORD 8 LEVEL 08 5440.03'
DENVE OF
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CONTINUOUS RAIL CAPTURED 1. CONTINUOUS GLAZING TYPICAL RAIL CAPTURED AT GLAZING TYPICAL AT HOTEL AND TRAIN CANOPIES. HOTEL AND TRAIN CANOPIES. GLAZING AT HOTEL AND 2. TRAIN GLAZING CANOPIES AT HOTEL IS FLAT ANDWITH TRAIN CANOPIES IS FLAT WITH
A SEGMENTED STRUCTURAL A SEGMENTED SYSTEM. CITY STRUCTURAL SYSTEM.CITY & COUNTY & COUNTY INTERNATIONAL INTERNATIONAL GENERAL3.SHEET GENERAL NOTES SHEET NOTES PROVIDE HIGH PERFORMANCE 3. PROVIDE PAINT HIGH ON PERFORMANCE STRUCTURE PAINT ON STRUCTURE OF CANOPIES. of DENVER of DENVER AOF CANOPIES. AIRPORT AIRPORT
1 GENSLER SHEET KEYNOTES SHEET KEYNOTES GENSLER 1625 BROADWAY, SUITE 400, DENVER, 1625 BROADWAY, SUITE 400, DENVER, DESIGNER OF RECORD
LEVEL 07 16 5429.78'
CO 80202
DESIGNER OF RECORD
CO 80202
07 CURTAIN WALL 1 LEVEL UNITIZED 1 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH 16 1 1 5429.78' CURTAIN GENSLER GENSLER 2 UNITIZED WALL 2 STACK UNITIZED JOINT, CURTAIN TYP WALL STACK JOINT, TYP 1625 BROADWAY, SUITE 400, DENVER, 1625 BROADWAY, SUITE 400, DENVER, 3 UNITIZED CURTAIN WALL 3 SYSTEM UNITIZED ATCURTAIN SPANDREL SPANDREL CO 80202 WALL SYSTEM AT CO 80202 GLAZING ASSEMBLY GLAZING ASSEMBLY 1 LEVEL 07 1 LEVEL 07 CURTAIN 1 UNITIZED WALL 1 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH 16 16 4 UNITIZED CURTAIN WALL 4 SYSTEM UNITIZED TOCURTAIN BE ANCHORED WALL SYSTEM TO TO BE ANCHORED TO 5429.78'A5.72 5429.78' A5.72 2 UNITIZED CURTAIN SLAB WALL 2 AT STACK UNITIZED JOINT, CURTAIN TYP WALL STACK JOINT, TYP VERTICAL MULLIONS SLAB AT VERTICAL MULLIONS 3 UNITIZED CURTAIN WALL 3 SYSTEM UNITIZED ATCURTAIN SPANDREL WALL SYSTEM AT SPANDREL 5 UNITIZED CURTAIN WALL 5 SYSTEM UNITIZED ATCURTAIN SHADOWWALL BOX SYSTEM AT SHADOW BOX GLAZING ASSEMBLY GLAZING ASSEMBLY 1 1 GLAZING GLAZING ASSEMBLY LEVEL 06 47 LEVEL 06 ASSEMBLY 47 4 UNITIZED CURTAIN WALL 4 SYSTEM UNITIZED TOCURTAIN BE ANCHORED WALL SYSTEM TO TO BE ANCHORED TO A5.72 A5.72 6 POINT-SUPPORTED INSULATED 6 MULLIONS POINT-SUPPORTED GLASS CURTAIN INSULATED WALL GLASS CURTAIN WALL 5417.03' SLAB AT VERTICAL 5417.03' FOR INFORMATION ONLY FOR INFORMATION ONLY MULLIONS SLAB AT VERTICAL STEEL FITTINGS WITH STAINLESS STEELBOX FITTINGS 5 UNITIZED CURTAIN WITH WALL 5 STAINLESS SYSTEM UNITIZED ATCURTAIN SHADOW WALL BOX SYSTEM AT SHADOW 7 7 7 SNOW GLAZING GUARDS,ASSEMBLY TYP. 7 SNOW GUARDS, TYP. GLAZING LEVEL 06 47 LEVEL 06 ASSEMBLY 47 6 POINT-SUPPORTED INSULATED 6 POINT-SUPPORTED GLASS CURTAIN WALL GLASS CURTAIN WALL 8 LIGHTNING PROTECTION, 8 INSULATED TYP, LIGHTNING RE: ELEC PROTECTION, TYP, RE: ELEC 5417.03' 5417.03' FOR INFORMATION ONLY FOR INFORMATION ONLY WITH STEEL FITTINGS WITH STAINLESS STEEL FITTINGS 13 13 STAINLESS 9 ROOF MAINTENENCE EQUIPMENT 9 ROOF MAINTENENCE ASSEMBLY EQUIPMENT ASSEMBLY 7 7 7 SNOW GUARDS, TYP. 7 SNOW GUARDS, TYP. 10 VERTICAL FACADE MAINTENANCE 10 VERTICAL TRACK FACADE MAINTENANCE TRACK 8 LIGHTNING PROTECTION, 8 TYP, LIGHTNING RE: ELEC PROTECTION, TYP, RE: ELEC 11 CAST IN 1" HIGH X 2" DEEP 11 CAST REVEAL IN 1" JOINT HIGH X 2" DEEP REVEAL JOINT 50 50 13 13 9 ROOF MAINTENENCE EQUIPMENT 9 ROOF MAINTENENCE ASSEMBLY EQUIPMENT ASSEMBLY 12 STRUCTURAL GLASS FIN 12 STRUCTURAL GLASS FIN 10 VERTICAL FACADE MAINTENANCE 10 VERTICAL TRACK FACADE MAINTENANCE TRACK 13XLEVEL DIAGRID CANOPY INTERMEDIATE 132" DEEP DIAGRID HORIZONTAL CANOPY 05 CAST IN 1" HIGH 2" DEEP 11 05 CAST REVEAL IN 1" JOINT HIGH X REVEAL JOINTINTERMEDIATE HORIZONTAL 50 50 LEVEL11 STRUCTURE STRUCTURE 5400.20' 5400.20' 12 STRUCTURAL GLASS FIN 12 STRUCTURAL GLASS FIN 14 FASCIA EDGEHORIZONTAL AT PLAZA 14 DECK FASCIA EDGE AT PLAZA DECK 13 LEVEL DIAGRID 13 DIAGRID CANOPY INTERMEDIATE HORIZONTAL LEVEL 05 05 CANOPY INTERMEDIATE 15 SLOPED GLAZED WALL15AT SLOPED SOUTH SIDE GLAZED OF TRAIN WALL AT SOUTH SIDE OF TRAIN STRUCTURE STRUCTURE 5400.20' 5400.20' TERMINAL TERMINAL 14 FASCIA EDGE AT PLAZA 14DECK FASCIA EDGE AT PLAZA DECK 16 WALL HEAT 16 HEAT TRACE GUTTER CONTINUOUSLY INSIDE GUTTER 15 SLOPED GLAZED 15ATTRACE SLOPED SOUTHCONTINUOUSLY SIDE GLAZED OF TRAIN WALL ATINSIDE SOUTH SIDE OF TRAIN ASSEMBLY ASSEMBLY TERMINAL TERMINAL 16 HEAT TRACE CONTINUOUSLY 16 HEAT INSIDE TRACE GUTTER CONTINUOUSLY INSIDE 17 PAINTED STEEL ASSEMBLY, 17 PAINTED DIAGRID STEEL ANDGUTTER LOBBY ASSEMBLY, ARCHDIAGRID AND LOBBY ARCH ASSEMBLY ASSEMBLY STRUCTURAL SPRING POINT. STRUCTURAL SPRING POINT SPRING BASE POINT. TO SPRING POINT BASE TO 17 PAINTED STEEL ASSEMBLY, PAINTED DIAGRID STEEL ANDCONCRETE. LOBBY ASSEMBLY, ARCH DIAGRID AND LOBBY ARCH BE 17 ARCHITECTURAL BE ARCHITECTURAL CONCRETE. STRUCTURAL SPRING POINT. STRUCTURAL SPRING POINT SPRING POINT. TO BASE TO TO CANOPY GRID 18 CURTAIN WALL GRID ALIGNED 18BASE CURTAIN TO SPRING CANOPY WALL POINT GRID GRIDALIGNED BE ARCHITECTURAL CONCRETE. BE ARCHITECTURAL CONCRETE. 19 FLOOR SLAB, PER STRUCTURAL, 19 FLOORFINISH SLAB, PER PER STRUCTURAL, FINISH PER 3 3 CURTAIN WALL GRID ALIGNED 18 CURTAIN TO CANOPY WALL GRID GRIDALIGNED TO CANOPY GRID W ELEVATION - HOTEL CANOPY W18ELEVATION - HOTEL CANOPY INTERIORS INTERIORS 19 FLOOR SLAB, PER STRUCTURAL, 19 FLOORFINISH SLAB, PER PER STRUCTURAL, FINISH PER 3 3 W ELEVATION - HOTEL CANOPY W ELEVATION - HOTEL CANOPY 3/32" = 1'-0" INTERIORS = 1'-0" 203/32" COLUMN PER STRUCTURAL, 20 COLUMN SKIM COAT PER STRUCTURAL, FINISH PER SKIM COAT FINISH PER A5.72 A5.72 INTERIORS INTERIORS INTERIORS 3/32" = 1'-0" = 1'-0" PER STRUCTURAL, 203/32" COLUMN 20 COLUMN SKIM COAT PER STRUCTURAL, FINISH PER SKIM COAT FINISH PER A5.72 A5.72 21 FRAMING/ASSEMBLY PER 21 STRUCTURAL FRAMING/ASSEMBLY PER STRUCTURAL INTERIORS INTERIORS 22 EXTERIOR PAVED DECK 22 ASSEMBLY EXTERIOR PAVED DECK ASSEMBLY 21 FRAMING/ASSEMBLY PER 21 STRUCTURAL FRAMING/ASSEMBLY PER STRUCTURAL 22 EXTERIOR PAVED 22 ASSEMBLY EXTERIOR PAVED ASSEMBLY 23 DECK EXPANSION JOINT, COVER 23DECK EXPANSION PLATE OVER JOINT, SEALANT COVER AND PLATE OVER SEALANT AND ROD OVER BACKER ROD 23 EXPANSION JOINT, BACKER COVER 23 EXPANSION PLATE JOINT, SEALANT COVER AND PLATE OVER SEALANT AND BACKER ROD 24 ROOF ASSEMBLY BACKER ROD 24 ROOF ASSEMBLY 24 ROOF ASSEMBLY 24 SEAL ROOF ASSEMBLY 25 FIRE AND SMOKESTOP 25 FIRE SEAL AND SMOKESTOP 25 FIRE SEAL AND SMOKESTOP 25 FIRE SEAL AND SMOKESTOP 26 FOIL BACKED INSULATION 26 FOIL BACKED INSULATION H H 26 FOIL BACKED INSULATION 26 FOIL BACKED INSULATION 27 DEMISING WALL, FINISH 27PER DEMISING INTERIORS WALL, FINISH PER INTERIORS 27 DEMISING WALL, FINISH 27PER DEMISING INTERIORS WALL, FINISH PER INTERIORS 28 NON-STRUCTURAL FRAMED 28 NON-STRUCTURAL WALL, FINISH PERFRAMED WALL, FINISH PER 28 NON-STRUCTURAL FRAMED 28 NON-STRUCTURAL WALL, FINISH PERFRAMED WALL, FINISH PER INTERIORS INTERIORS 2 INTERIORS INTERIORS 2 2 2 2 2 2 2 29ASSEMBLY FINISHED WALL ASSEMBLY 29 FINISHED PER PER INTERIORS WALL ASSEMBLY PER INTERIORS 29 FINISHED WALL 29 FINISHED PER INTERIORS WALL ASSEMBLY INTERIORS A5.72 A5.72 A5.73 A5.72 A5.72 A5.73 A5.73 A5.73 DOCUMENTS DOCUMENTS DOCUMENTS DOCUMENTS FLOOR, PER INTERIORS 30 INTERIORS FINISH FLOOR, PER INTERIORS 30 FINISH FLOOR,30 PERFINISH INTERIORS 30 FINISH FLOOR, PER 31 CEILING, REFER INTERIORS 31 CEILING, DRAWINGS REFER TO DRAWINGS 31TOCEILING, REFER TO INTERIORS 31 INTERIORS CEILING, DRAWINGS REFER TO INTERIORS DRAWINGS 32 METAL PANEL 32 METAL 32 METAL PANELPANEL 32 METAL PANEL 33 STAIR ASSEMBLY 33 ASSEMBLY STAIR ASSEMBLY33 STAIR ASSEMBLY 33 STAIR 34 UNITIZED CURTAINWALL 34 MULLION UNITIZED CAP, CURTAINWALL AT 34 MULLION MULLION CAP, CITY & COUNTY CITY & COUNTY GENERAL SHEET GENERAL NOTES SHEET NOTES 34 UNITIZED CURTAINWALL UNITIZED CAP, CURTAINWALL AT AT MULLION CAP, AT HORRIZONTALS TYPICAL HORRIZONTALS TYPICAL of DENVER of DENVER HORRIZONTALS TYPICAL HORRIZONTALS TYPICAL 1. CONTINUOUS RAIL CAPTURED 1. CONTINUOUS GLAZING TYPICAL RAIL CAPTURED AT GLAZING TYPICAL AT 35 EXTRUDED INTERIOR WALL 35 EXTRUDED SILL CAP, INTERIOR TO MATCHWALL SILL CAP, TO MATCH HOTEL AND TRAIN CANOPIES. HOTEL AND TRAIN CANOPIES. 35 EXTRUDED INTERIOR WALL 35 EXTRUDED SILL CAP, INTERIOR TO MATCHWALL SILL CAP, TO MATCH DENVER DENVER CURTAINWALL ASSEMBLY CURTAINWALL ASSEMBLY 2. GLAZING AT HOTEL AND 2. TRAIN GLAZING CANOPIES AT HOTEL IS FLAT ANDWITH TRAIN CANOPIES IS FLAT WITH CURTAINWALL ASSEMBLY CURTAINWALL ASSEMBLY A SEGMENTED STRUCTURAL A SEGMENTED SYSTEM. STRUCTURAL SYSTEM. INTERNATIONAL INTERNATIONAL 3. PROVIDE HIGH PERFORMANCE 3. PROVIDE PAINT HIGH ON PERFORMANCE STRUCTURE PAINT ON STRUCTURE 2 2 36 EXTRUDED CURTAINWALL 36 EXTRUDED CAP ASSEMBLY, CURTAINWALL PER CAP ASSEMBLY, PER OF CANOPIES. 36 EXTRUDED CURTAINWALL 36 EXTRUDED CAP CURTAINWALL PERCURVE PER 4. PROVIDE H H G FG F E E D D CELEVATIONS. C B A CAP AOF CANOPIES. A5.73 A5.73 AIRPORT AIRPORT ROLLED MEMBER ELEVATIONS. TO B MATCH ROLLED CURVE MEMBER OFASSEMBLY, TO MATCH OF ASSEMBLY, 4. PROVIDE FULLY SPRINKLERED HOTEL FULLY ANDSPRINKLERED TRAIN HOTEL AND TRAIN 73 73 CANOPY WITH CONCEALED CANOPY SPRINKLER WITHSYSTEM. CONCEALED SPRINKLER SYSTEM. ELEVATIONS. ROLLED ELEVATIONS. TO MATCH ROLLED CURVE MEMBER OF TO MATCH CURVE OF BUILDING, TYP. BUILDING, TYP. MEMBER 73 73 70'-4" 5. INTEGRATED GUTTER 5. ASSEMBLY INTEGRATED AT ENTIRE GUTTER PERIMETER ASSEMBLY AT ENTIRE PERIMETER 70'-4" 22'-8" 22'-8" 16'-0" 16'-0" 22'-8" 22'-8" 135'-0" 135'-0" BUILDING, TYP.FIXTURE BUILDING, TYP. OF BOTH HOTEL AND TRAIN OFCANOPIES BOTH HOTEL AND TRAIN CANOPIES UNTY O C C 37 INTEGRATED EXTERIOR 37 LIGHTING INTEGRATED EXTERIOR LIGHTING FIXTURE C COUNTY CL CL L L 6. LIGHTNING PROTECTION 6. SYSTEM LIGHTNING PROVIDED PROTECTION FOR BOTH SYSTEM PROVIDED FOR EXTERIOR EXTERIOR D BOTH D HOTEL AND TRAIN CANOPIES HOTEL AND TRAIN CANOPIES CL CL 37 INTEGRATED EXTERIOR 37 LIGHTING INTEGRATED EXTERIOR LIGHTING FIXTURE 38 HORIZONTAL MULLION 38 CAPHORIZONTAL TO WRAP CONTINUOUSLY MULLION CAP TOFIXTURE WRAP CONTINUOUSLY CL 49 49 C 7. SNOW GUARD PROVIDED 7. FOR SNOW HOTEL GUARD AND PROVIDED TRAIN FOR HOTEL AND TRAIN EXTERIOR EXTERIOR L CANOPIES TYPICALLY. CANOPIES TYPICALLY. AROUND BUILDING CORNER AROUND BUILDING CORNER 38 HORIZONTAL MULLION 38 CAP HORIZONTAL TO WRAP CONTINUOUSLY MULLION CAP TO WRAP8. CONTINUOUSLY 49 49 REFER TO STRUCTURAL 8. DWGS REFER FOR TO ADDITIONAL STRUCTURAL INFO DWGS FOR ADDITIONAL INFO 47 47 LEVEL 09 LEVEL 09 REGARDING CANOPY FOUNDATIONS REGARDING CANOPY FOUNDATIONS AROUND BUILDING CORNER AROUND BUILDINGE/W CORNER 39 12" RADIUS METAL CORNER 39 12"FOLLOWING RADIUS METAL E/W CORNER BUILDING FOLLOWING BUILDING 5449.53' 5449.53'TO SHEET A3.009.FOR 9. REFER REFER EXTERIOR TO SHEET FINISH A3.00 LEGEND FOR EXTERIOR FINISH LEGEND 47 47 51 51 51 51 10. PROVIDE REMOVABLE,10. PANELIZED PROVIDEBIRD REMOVABLE, NETTING PANELIZED BIRD NETTING 47 47 ANGLE ANGLE 39 12" RADIUS METAL CORNER 39 12"FOLLOWING RADIUS METAL E/W CORNER BUILDINGFOLLOWING E/W BUILDING SE A L SE A L SYSTEM MOUNTED BETWEEN SYSTEM STRUCTURAL MOUNTEDMEMBERS BETWEEN STRUCTURAL MEMBERS SPRING POINT + 124' - 10" SPRING POINT + 124' - 10" OF DIAGRID CANOPIES. OF DIAGRID CANOPIES. 40 9" VERTICAL EXTRUDED 40 PROFILE 9" VERTICAL EXTRUDED PROFILE 7 7 47 47 ANGLE ANGLE 49 49 49 49 A5.76 LEVEL 08 LEVEL 08 SPRING POINT + 124' -A5.76 10" SPRING POINT + 124' - 10" 41 6" VERTICAL - METAL 41 6" RECESS VERTICAL - METAL PLATE RECESS 40 9" PLATE VERTICAL EXTRUDED 40 PROFILE 9" VERTICAL EXTRUDED PROFILE 5440.03' 5440.03' DESIGNER OF RECORD DESIGNER OF RECORD 17 17 8 8 8 8 42 HORIZONTAL MULLION 42 CAPHORIZONTAL - BOTTOM CAPTURE MULLION PLATE CAP - BOTTOM CAPTURE PLATE 1 41 6" VERTICAL - METAL PLATE 41 6" RECESS VERTICAL - METAL PLATE RECESSSHEET KEYNOTES GENSLER SHEET 1KEYNOTES GENSLER 17 17 1625 BROADWAY, SUITE 400, DENVER, 1625 BROADWAY, SUITE 400, DENVER, 43 AIR INTAKE/EXHAUST- 43 REFER AIR TO INTAKE/EXHAUSTMECHANICAL REFER TO MECHANICAL 17 17 CO 80202 CO 80202 42 HORIZONTAL MULLION42 CAPHORIZONTAL - BOTTOM CAPTURE MULLIONPLATE CAP - BOTTOM CAPTURE PLATE DRAINAGE FOR CANOPY DRAINAGE FOR CANOPY DRAWINGS DRAWINGS LEVEL 07 07 CURTAIN WALL 1 LEVEL UNITIZED 1 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH 16 16 16 16 43 AIR44INTAKE/EXHAUST43 REFER AIR TO INTAKE/EXHAUSTMECHANICAL REFER 5429.78' TO MECHANICAL 5429.78' CURTAIN WALL 2 UNITIZED 2 STACK UNITIZED JOINT, CURTAIN TYP WALL STACK JOINT, TYP 17 17 44 HOTEL ARCH STRUCTURE HOTEL ARCH STRUCTURE DRAINAGE FOR CANOPY DRAINAGE74FOR CANOPY 3 UNITIZED CURTAIN WALL 3 SYSTEM UNITIZED ATCURTAIN SPANDREL WALL SYSTEM AT SPANDREL 74 74 74 DRAWINGS DRAWINGS GLAZING ASSEMBLY GLAZING ASSEMBLY 45 LIGHT SEE ELECTRICAL 45 LIGHT FIXTURE, DRAWINGS SEE ELECTRICAL DRAWINGS 1 1 LEVEL 05 LEVEL 05 LEVEL 05 LEVELFIXTURE, 05 NOT FOR NOT FOR 4 UNITIZED CURTAIN WALL 4 SYSTEM UNITIZED TOCURTAIN BE ANCHORED WALL SYSTEM TO TO BE ANCHORED TO A5.72 44 HOTEL ARCH STRUCTURE 44 L5HOTEL ARCH 46 7' 5400.20' OF CANE DETECTION 46IN 7' FRONT OF CANE OF CANTED DETECTION ENTRY IN FRONT OFSTRUCTURE CANTED L5 ENTRY A5.72 SLAB AT VERTICAL MULLIONS SLAB AT VERTICAL MULLIONS 74 74 74 74 5400.20' 5400.20' 5400.20' CONSTRUCTION CONSTRUCTION 5 UNITIZED CURTAIN WALL 5 SYSTEM UNITIZED ATCURTAIN SHADOWWALL BOX SYSTEM AT SHADOW BOX LIGHT SEE EMBEDDED ELECTRICAL 45 LIGHTCANOPY FIXTURE, DRAWINGS SEE ELECTRICAL DRAWINGS GLAZING WITH45 EMBEDDED GLAZING CANOPY WITH LIGHTING LIGHTING LEVEL 05 LEVEL 05 LEVEL 05 LEVELFIXTURE, 05 GLAZING GLAZING ASSEMBLY LEVEL 06 47 LEVEL 06 ASSEMBLY 47 47 47 6 CANTED POINT-SUPPORTED INSULATED 6 POINT-SUPPORTED GLASS CURTAIN INSULATED WALL GLASS CURTAIN WALL 5417.03' 5417.03' FOR INFORMATION ONLY FOR INFORMATION ONLY 47 CANOPY PERIMETER STRUCTURE 47 CANE CANOPY WITH PERIMETER GUTTER STRUCTURE PER WITH GUTTER PER 46 7' OF DETECTION 46 IN 7' FRONT OF CANE OF CANTED DETECTION L5 ENTRY IN FRONT OF L5 ENTRY WITH STAINLESS STEEL FITTINGS WITH STAINLESS STEEL FITTINGS 5400.20' 5400.20' 5400.20' 5400.20' 7 7 7 7 DETAIL DETAIL GLAZING WITH EMBEDDEDGLAZING CANOPYWITH LIGHTING EMBEDDED CANOPY LIGHTING 7 SNOW GUARDS, TYP. 7 SNOW GUARDS, TYP. 7'-4" 8 LIGHTNING PROTECTION, 8 TYP, LIGHTNING RE: ELEC PROTECTION, TYP, RE: ELEC 48 UNITIZED CURTAIN WALL 48 SYSTEM UNITIZED WITH CURTAIN 3 COAT FINISH SYSTEM WITH FINISH13 13 3 COAT 13 13 47 CANOPY PERIMETER STRUCTURE 47 WALL CANOPY WITH PERIMETER GUTTER STRUCTURE PER WITH GUTTER PER 9 ROOF MAINTENENCE EQUIPMENT 9 ROOF MAINTENENCE ASSEMBLY EQUIPMENT ASSEMBLY 5'-0" 5'-0" AND INTEGRATED ALUMINUM INTEGRATED ALUMINUM 10 VERTICAL FACADE MAINTENANCE 10 VERTICAL TRACK FACADE MAINTENANCE TRACK DETAILANDFIN DETAIL FIN 11 CAST IN 1" HIGH X 2" DEEP 11 CAST REVEAL IN 1" JOINT HIGH X 2" DEEP REVEAL JOINT 50 50 50 7'-4" 49 CANOPY GLAZING 49OVERALL CANOPY GRADIENT GLAZING FRIT -OVERALL GRADIENT FRITSYSTEM - 50 12 STRUCTURAL GLASS FIN 12 STRUCTURAL GLASS FIN 48 WITH UNITIZED CURTAIN WALL 48WITH SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH WITH 3 COAT FINISH 13 LEVEL DIAGRID 13 DIAGRID HORIZONTAL CANOPY INTERMEDIATE HORIZONTAL CONTINUOUS RAIL CAPTURED CONTINUOUS ASSEMBLY RAIL CAPTURED ASSEMBLY LEVEL 05 05 CANOPY INTERMEDIATE 5'-0" 5'-0" AND INTEGRATED ALUMINUM ANDFIN INTEGRATED ALUMINUM FIN STRUCTURE STRUCTURE 5400.20' 5400.20' 50 DIAGRID CANOPY STRUCTURAL 50 DIAGRID STEEL CANOPY FRAME, STRUCTURAL TYP. STEEL FRAME, TYP. 14 FASCIA EDGE AT PLAZA 14DECK FASCIA EDGE AT PLAZA DECK 49 CANOPY GLAZING WITH 49OVERALL CANOPYGRADIENT GLAZING WITH FRIT -OVERALL GRADIENT FRIT -15AT SLOPED 15 SLOPED GLAZED WALL SOUTH SIDE GLAZED OF TRAIN WALL AT SOUTH SIDE OF TRAIN 51 GLAZING PANEL JOINT,51TYP. GLAZING PANEL JOINT, TYP. TERMINAL TERMINAL CONTINUOUS RAIL CAPTURED CONTINUOUS ASSEMBLY RAIL CAPTURED ASSEMBLY 16 HEAT TRACE CONTINUOUSLY 16 HEAT INSIDE TRACE GUTTER CONTINUOUSLY INSIDE GUTTER 17 17 52 PAINTED STEEL ASSEMBLY, 52 PAINTED STRUCTURAL STEEL CANOPY ASSEMBLY, STRUCTURAL CANOPY 2 2 ASSEMBLY ASSEMBLY 50 FOUNDATION, DIAGRID CANOPY DIAGRID STEEL CANOPY FRAME, STRUCTURAL TYP. STEEL FRAME, TYP. CONNECTION TO CONNECTION TYP. STRUCTURAL TO50 FOUNDATION, TYP. 17 PAINTED STEEL ASSEMBLY, 17 PAINTED DIAGRID STEEL AND LOBBY ASSEMBLY, ARCHDIAGRID AND LOBBY ARCH A5.72 A5.72 STRUCTURAL SPRING POINT. STRUCTURAL SPRING POINT SPRING BASE POINT. TO SPRING POINT BASE TO 51 TYPICAL GLAZING PANEL JOINT, TYP. GLAZING PANEL JOINT, TYP. BE ARCHITECTURAL CONCRETE. BE ARCHITECTURAL CONCRETE. 53 GUARDRAIL, SEE 53 GUARDRAIL, PLANS SEE51 TYPICAL PLANS 6 6 18 CURTAIN WALL GRID ALIGNED 18 CURTAIN TO CANOPY WALL GRID GRIDALIGNED TO CANOPY GRID 52 PAINTED STEEL ASSEMBLY, 52STOREFRONT PAINTED CANOPY ASSEMBLY, STRUCTURAL CANOPY19 54 INSULATED GLASS STOREFRONT 54 INSULATED SYSTEM GLASS WITH 3 STRUCTURAL COAT STEEL SYSTEM WITH 3 COAT 19 FLOOR SLAB, PER STRUCTURAL, FLOORFINISH SLAB, PER PER STRUCTURAL, FINISH PER A5.72 A5.72 3 3 - HOTEL CANOPY W ELEVATION - HOTEL INTERIORS INTERIORS CONNECTION CONNECTION TYP. W ELEVATION TO FOUNDATION, TYP. CANOPY FINISH FINISH TO FOUNDATION, 3/32" = 1'-0" = 1'-0" PER STRUCTURAL, 203/32" COLUMN 20 COLUMN SKIM COAT PER STRUCTURAL, FINISH PER SKIM COAT FINISH PER A5.72 A5.72 INTERIORS INTERIORS 55 WEATHERPROOFED STEEL 55 WEATHERPROOFED FASCIA STEEL FASCIA 53 GUARDRAIL, SEE TYPICAL 53 GUARDRAIL, PLANS SEE TYPICAL PLANS 6 6 6 6 DETAIL - HOTEL CANOPY PEDESTAL DETAIL - HOTEL 2 CANOPY PEDESTAL 2 21 FRAMING/ASSEMBLY PER 21 STRUCTURAL FRAMING/ASSEMBLY PER STRUCTURAL 56 STEEL FASCIA,54 FINSIH 56 PERSTEEL INTERIORS FASCIA, FINSIH PER INTERIORS 22 EXTERIOR PAVED 3 DECK 22 ASSEMBLY EXTERIOR PAVED DECK ASSEMBLY INSULATED GLASS STOREFRONT 54 INSULATED SYSTEM GLASS WITH STOREFRONT 3 COAT SYSTEM WITH COAT A5.72 A5.72 23 EXPANSION JOINT, COVER 23 EXPANSION PLATE OVER JOINT, SEALANT COVER AND PLATE OVER SEALANT AND 1/4" = 1'-0" = FENCE 1'-0" A5.72 A5.72 57 1/4" RTD BEGINSFINISH 57 RTD FENCE BEGINS FINISH BACKER ROD BACKER ROD DETAIL - HOTEL CANOPY PEDESTAL DETAIL - HOTEL CANOPY PEDESTAL 24 ROOF ASSEMBLY 24 ROOF ASSEMBLY 58 CANOPY FOUNDATION 58 WALL, CANOPY CAST FOUNDATION IN PLACE WALL, CAST IN PLACESTEEL FASCIA 25 55 WEATHERPROOFED STEEL 55 WEATHERPROOFED FASCIA FIRE SEAL AND SMOKESTOP 25 FIRE SEAL AND SMOKESTOP 6 6 DETAIL HOTEL CANOPY PEDESTAL DETAIL HOTEL 2 CANOPY PEDESTAL 2 1 4 1/4" = 1'-0" 1 1/4" = 1'-0" 4 H H AND CANTED, ARCHITECTURAL CONCRETE,TAPERED ARCHITECTURAL ANDCONCRETE,TAPERED CANTED, W3 W3 26 FOIL BACKED INSULATION 26 FOIL BACKED INSULATION 56 STEEL FASCIA, FINSIH 56 PERSTEEL INTERIORS FASCIA, FINSIH PER INTERIORS E2 E2 E1 W1 A5.73 W1 W1.8 W2 W1.8 W2 W3 W3 A5.73 E1 A5.72 A5.72 27 DEMISING WALL, FINISH 27PER DEMISING INTERIORS WALL, FINISH PER INTERIORS INTEGRALLY COLORED CONCRETE INTEGRALLY COLORED CONCRETE 1/4" = 1'-0" = FENCE 1'-0" 28 NON-STRUCTURAL FRAMED 28 NON-STRUCTURAL WALL, FINISH PERFRAMED WALL, FINISH PER A5.72 A5.72 57 1/4" RTD BEGINS 57 RTD FENCE BEGINS INTERIORS INTERIORS 59 STEEL HANGERS PER 59 STRUCTURAL, STEEL HANGERS PAINTED STRUCTURAL, DETAIL - HOTEL CANOPY PEDESTAL DETAIL - HOTEL CANOPY PEDESTAL 2 2 PAINTED 2 2 PER 29 PLACE FINISHED WALL ASSEMBLY 29 FINISHED PER INTERIORS WALL ASSEMBLY PER INTERIORS 58 CANOPY FOUNDATION 58 WALL, CAST FOUNDATION INA5.72 PLACE WALL, CAST IN A5.72 CANOPY A5.73 60 GLASS SKYLIGHT 60 A5.73 GLASS SKYLIGHT DOCUMENTS DOCUMENTS 135'-0" 135'-0" 1/4" = 1'-0" 1/4" = 1'-0" ARCHITECTURAL CONCRETE,TAPERED ARCHITECTURAL ANDCONCRETE,TAPERED CANTED, AND CANTED, 30 FINISH FLOOR, PER INTERIORS 30 FINISH FLOOR, PER INTERIORS 61 8" THICK CAST IN PLACE 61 INTEGRALLY 8" THICK CAST COLORED IN PLACE INTEGRALLY COLORED 8 8 31 CEILING, REFER TO INTERIORS 31 CEILING, DRAWINGS REFER TO INTERIORS DRAWINGS COLORED INTEGRALLY COLORED CONCRETE 32 CONCRETE WALL INTEGRALLY CONCRETE WALL CONCRETE METAL PANEL 32 METAL PANEL STAIR ASSEMBLY 33 STAIR ASSEMBLY 59 STEEL STEEL HANGERS PER 59 STRUCTURAL, STEEL HANGERS PAINTED PER STRUCTURAL,33PAINTED 62 ALUMINUM-CLAD 62FRAME ALUMINUM-CLAD CANOPY STEEL FRAME CANOPY
SHEET KEYNOTES SHEET KEYNOTES
NOT FOR NOT FOR CONSTRUCTION CONSTRUCTION
LEVEL 05 5400.20'
7'-4"
LEVEL 05 5400.20'
7'-4"
2 3/32" = 1'-0"
3/32" = 1'-0"
ON - HOTEL CANOPY S ELEVATION - HOTEL CANOPY 3/32" = 1'-0"
2 A5.72
2 E3
A5.72 E3
2
2
A5.72
A5.72
4'-7 1/2"
4'-7 1/2"
4'-7 1/2"
4'-7 1/2"
7'-0"
7'-0"
7'-0"
7'-0"
4'-7 1/2"
4'-7 1/2"
6'-8"
6'-8"7'-0"
7'-0"
4'-7 1/2"
2 3
ELEVATION - HOTEL CANOPY S ELEVATION - HOTEL CANOPY
3/32" = 1'-0"
8'-0" CLEAR
17
17
8'-0" CLEAR
LEVEL 05 5400.20'
LEVEL 05 5400.20'
4 3
DENVE OF
47
47
H
DENVE OF
LEVEL 06
DRAINAGE FOR CANOPY DRAINAGE FOR CANOPY
LEVEL 5417.03' 06
17
17
INTERIOR
INTERIOR
DRAINAGE FOR CANOPY DRAINAGE FOR CANOPY 5417.03'
47
47
INTERIOR
INTERIOR
4'-7 1/2"
LEVEL 07
LEVEL 5429.78' 07 5429.78'
LEVEL 06
LEVEL 065417.03' 5417.03'
8
6'-8"
LEVEL 07
LEVEL 075429.78' 5429.78'
8
LEVEL LEVEL 08 08 5440.03' 5440.03'
7'-0"
8
H
6'-8"
8
LEVEL 08 LEVEL 08 5440.03'5440.03'
W3 W3
7'-0"
W3 W3
W3 W3
CITY AN
Hotel Canopy | Structural Support
1
CITY AN
17
UTH TERMINAL REDEVELOPMENT DEVELOPMENT PROGRAM DEVELOPMENT
17 17
R
17 2 A5.72
R
2 A5.72
OUTH TERMINAL REDEVELOPMENT PROGRAM UTH OUTHTERMINAL TERMINAL REDEVELOPMENT REDEVELOPMENT PROGRAM PROGRAM
NOT FOR NOT FOR CONSTRUCTION CONSTRUCTION
SUPPORTING THE STRUCTURE
CITY & COUNTY CITY & COUNTY ERAL SHEET GENERAL NOTES SHEET NOTES of DENVER of DENVER
DESIGNER OF RECORD
RUCTURAL 8. DWGS REFER FOR TO ADDITIONAL STRUCTURAL INFO DWGS FOR ADDITIONAL INFO CANOPY FOUNDATIONS REGARDING CANOPY FOUNDATIONS 1 1 GENSLER EET A3.00 9.FOR REFER EXTERIOR TO SHEET FINISH A3.00 LEGEND FOR EXTERIOR FINISH LEGENDGENSLER MOVABLE,10. PANELIZED PROVIDEBIRD REMOVABLE, NETTING PANELIZED BIRD NETTING 1625 BROADWAY, SUITE 400, DENVER, 1625 BROADWAY, SUITE 400, DENVER, SE A LCO 80202 SE A L NTED BETWEEN SYSTEM STRUCTURAL MOUNTEDMEMBERS BETWEEN STRUCTURAL MEMBERS CO 80202 CANOPIES. OF DIAGRID CANOPIES.
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ET KEYNOTES SHEET KEYNOTES
LIZED 07 CURTAIN WALL 1 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH .78' CURTAIN WALL IZED 2 STACK UNITIZED JOINT, CURTAIN TYP WALL STACK JOINT, TYP DESIGNER OF RECORD
EYNOTES SHEET KEYNOTES
The solution for the Hotel Canopy was to bring the 135 foot long north canopy and 70 foot long south canopy down to only four points upon the Level 5 deck. The structure continues through the hotel to tie back and balance the two opposing cantilevers. The structure, due to the large thermal differentials, eccentric lateral loads and significant dead loads is perpetually in motion and moves completely independent from the hotel structure, transferring its loads and movements to each of the four massive anchors.
DESIGNER OF RECORD
IZED CURTAIN WALL 3 SYSTEM UNITIZED ATCURTAIN SPANDREL WALL SYSTEM AT SPANDREL 1 ZING ASSEMBLY 1 GLAZING ASSEMBLY GENSLER GENSLER 1625 BROADWAY, SUITE 400, DENVER, SUITE 400, DENVER, IZED CURTAIN WALL 4 SYSTEM UNITIZED TOCURTAIN BE ANCHORED WALL SYSTEM TO TO1625 BEBROADWAY, ANCHORED TO CO 80202 CO 80202 B AT VERTICAL MULLIONS SLAB AT VERTICAL MULLIONS RTAIN WALL 1 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH IZED WALL CURTAIN WALL 5CURTAIN SYSTEM UNITIZED AT CURTAIN SHADOW WALL BOX SYSTEM AT SHADOW BOX RTAIN 2 STACK UNITIZED JOINT, TYP WALL STACK JOINT, TYP ZING ASSEMBLY GLAZING ASSEMBLY L 06 RTAIN WALL 3 SYSTEM UNITIZED ATCURTAIN SPANDREL WALL SYSTEM AT SPANDREL SEMBLY GLAZING ASSEMBLY T-SUPPORTED INSULATED 6 POINT-SUPPORTED GLASS CURTAIN INSULATED WALL GLASS CURTAIN WALL .03' FOR INFORMATION ONLY FOR INFORMATION WALL 4 SYSTEM UNITIZED TOCURTAIN BEWITH ANCHORED WALL SYSTEM TO TO BE ANCHORED TO HRTAIN STAINLESS STEEL FITTINGS STAINLESS STEEL FITTINGS TICAL MULLIONS SLAB AT VERTICAL MULLIONS W GUARDS, TYP. AT 7CURTAIN SNOWBOX GUARDS, TYP. RTAIN WALL 5 SYSTEM UNITIZED SHADOWWALL SYSTEM AT SHADOW BOX SEMBLY GLAZING8ASSEMBLY TNING PROTECTION, TYP, LIGHTNING RE: ELEC PROTECTION, TYP, RE: ELEC ORTED INSULATED 6 POINT-SUPPORTED GLASS CURTAIN INSULATED WALL GLASS CURTAIN WALL FOREQUIPMENT INFORMATION ONLY FOR INFORMATION ONLY F MAINTENENCE EQUIPMENT 9 ROOF MAINTENENCE ASSEMBLY ASSEMBLY ESS STEEL FITTINGS WITH STAINLESS STEEL FITTINGS TICAL MAINTENANCE 10 VERTICAL FACADE MAINTENANCE TRACK DS, TYP.FACADE 7 SNOW GUARDS, TYP. TRACK TROTECTION, IN 1" HIGH X 2" DEEP 11 CAST REVEAL IN 1" JOINT HIGH 2" DEEP REVEAL JOINT 8 TYP, LIGHTNING RE: ELEC PROTECTION, TYP, RE:X ELEC ENENCE EQUIPMENT 9 GLASS ROOF MAINTENENCE ASSEMBLY EQUIPMENT ASSEMBLY UCTURAL FIN 12 STRUCTURAL GLASS FIN CADE MAINTENANCE 10 VERTICAL TRACK MAINTENANCE TRACK RID INTERMEDIATE 13FACADE DIAGRID HORIZONTAL CANOPY INTERMEDIATE HORIZONTAL LGH 05X CANOPY 2" DEEP 11 CAST REVEAL IN 1" JOINT HIGH X 2" DEEP REVEAL JOINT UCTURE STRUCTURE L.20' GLASS FIN 12 STRUCTURAL GLASS FIN CIA PLAZA 14 DECK FASCIA EDGE ATHORIZONTAL PLAZA DECK OPYEDGE INTERMEDIATE 13 AT DIAGRID HORIZONTAL CANOPY INTERMEDIATE STRUCTURE PED GLAZED WALL15AT SLOPED SOUTH SIDE GLAZED OF TRAIN WALL AT SOUTH SIDE OF TRAIN E AT PLAZA 14DECK FASCIA EDGE TERMINAL AT PLAZA DECK MINAL WALL15AT SLOPED SOUTH SIDE GLAZED OF TRAIN WALL AT SOUTH SIDE OF TRAIN TZED TRACE CONTINUOUSLY 16 HEAT INSIDE TRACE GUTTER CONTINUOUSLY INSIDE GUTTER TERMINAL EMBLY ASSEMBLY CONTINUOUSLY 16 HEAT INSIDE TRACE GUTTER CONTINUOUSLY INSIDE GUTTER TED STEELASSEMBLY ASSEMBLY, 17 PAINTED DIAGRID STEEL AND LOBBY ASSEMBLY, ARCHDIAGRID AND LOBBY ARCH EL ASSEMBLY, 17 SPRING PAINTED DIAGRID STEEL AND LOBBY ASSEMBLY, ARCHDIAGRID AND POINT. LOBBY UCTURAL POINT. STRUCTURAL SPRING POINT SPRING BASE TO ARCH SPRING POINT BASE TO LRCHITECTURAL SPRING POINT. STRUCTURAL SPRING POINT SPRING BASE POINT. TO SPRING POINT BASE TO CONCRETE. BE ARCHITECTURAL CONCRETE. CTURAL CONCRETE. BE ARCHITECTURAL CONCRETE. TAIN WALL GRID 18 CURTAIN TO CANOPY WALL GRIDALIGNED TO CANOPY GRID LL GRID ALIGNED 18 CURTAIN TO ALIGNED CANOPY WALL GRID GRID ALIGNED TOGRID CANOPY GRID OR SLAB, STRUCTURAL, 19 FLOOR FINISH SLAB, PER PER STRUCTURAL, FINISH PER PER STRUCTURAL, 19 PER FLOOR FINISH SLAB, PER PER STRUCTURAL, FINISH PER OPY INTERIORS INTERIORS RIORS STRUCTURAL, 20 STRUCTURAL, COLUMN SKIM COAT PER COLUMN STRUCTURAL, FINISH PER SKIM COAT PER FINISH PER 1'-0" UMN PER 20 SKIM COAT PER STRUCTURAL, FINISH SKIM COAT FINISH PER INTERIORS RIORS INTERIORS SEMBLY PER 21 STRUCTURAL FRAMING/ASSEMBLY PER STRUCTURAL MING/ASSEMBLY PER 21PAVED STRUCTURAL FRAMING/ASSEMBLY PER STRUCTURAL AVED DECK 22 ASSEMBLY EXTERIOR DECK ASSEMBLY OINT, COVER 23 EXPANSION PLATE OVER JOINT, SEALANT COVER AND PLATE OVER SEALANT AND ERIOR PAVED DECK 22 ASSEMBLY EXTERIOR PAVED DECK ASSEMBLY BACKER ROD ANSION JOINT, COVER 23 EXPANSION PLATE OVER JOINT, SEALANT COVER AND PLATE OVER SEALANT AND MBLY 24 ROOF ASSEMBLY KER ROD BACKER ROD ND SMOKESTOP 25 FIRE SEAL AND SMOKESTOP FINSULATION ASSEMBLY 24 ROOF ASSEMBLY 26 FOIL BACKED INSULATION ALL, FINISH 27PER DEMISING INTERIORS FINISH PER INTERIORS SEAL AND SMOKESTOP 25WALL, FIRE SEAL AND SMOKESTOP URAL FRAMED 28 INSULATION NON-STRUCTURAL WALL, 26 FINISH PERFRAMED WALL, FINISH PER BACKED FOIL BACKED INSULATION INTERIORS ISING WALL, FINISH 27 PER DEMISING INTERIORS WALL, FINISH PER INTERIORS LL ASSEMBLY 29 FINISHED PER INTERIORS WALL ASSEMBLY PER INTERIORS DOCUMENTS -STRUCTURAL FRAMED 28 NON-STRUCTURAL WALL, FINISH PERFRAMED WALL, FINISH PER R, PER INTERIORS 30 FINISH FLOOR,INTERIORS PER INTERIORS RIORS ER TO WALL INTERIORS 31 CEILING, DRAWINGS REFER TO INTERIORS DRAWINGS SHED ASSEMBLY 29 FINISHED PER INTERIORS WALL ASSEMBLY PER INTERIORS L 32 METAL PANEL UMENTS DOCUMENTS MBLY 33 STAIR ASSEMBLY SH FLOOR, PER INTERIORS 30 FINISH FLOOR, PER RTAINWALL 34 MULLION UNITIZED CAP, CURTAINWALL AT MULLION CAP,INTERIORS AT LS TYPICAL TYPICAL ING, REFERHORRIZONTALS TO INTERIORS 31 CEILING, DRAWINGS REFER TO INTERIORS DRAWINGS NTERIOR WALL 35 EXTRUDED SILL CAP, TOMETAL MATCHWALL SILL CAP, TO MATCH AL PANEL 32 INTERIOR PANEL L ASSEMBLY CURTAINWALL ASSEMBLY R ASSEMBLY 33 CURTAINWALL STAIR URTAINWALL 36 EXTRUDED CAP ASSEMBLY, PER ASSEMBLY CAP ASSEMBLY, PER ROLLED MEMBER ELEVATIONS. TO34 MATCH ROLLED CURVE MEMBER OF OF CAP, AT IZED CURTAINWALL MULLION UNITIZED CAP, CURTAINWALL ATTO MATCH CURVE MULLION P. BUILDING, RIZONTALS TYPICALTYP. HORRIZONTALS TYPICAL EXTERIOR 37 LIGHTING INTEGRATED FIXTURE EXTERIOR LIGHTING FIXTURE RUDED INTERIOR WALL 35 MULLION EXTRUDED SILL CAP, INTERIOR TO MATCHWALL SILL CAP, TO MATCH MULLION38 CAPHORIZONTAL TO WRAP CONTINUOUSLY CAP TO WRAP CONTINUOUSLY TAINWALL ASSEMBLY CURTAINWALL ASSEMBLY LDING CORNER AROUND BUILDING CORNER ETAL CORNER 39 12"FOLLOWING RADIUS E/W CORNER BUILDING FOLLOWING RUDED CURTAINWALL 36 METAL EXTRUDED CAP ASSEMBLY, CURTAINWALL PER E/W BUILDING CAP ASSEMBLY, PER ANGLE MEMBER VATIONS. ROLLED ELEVATIONS. TO MATCH ROLLED CURVE MEMBER OF TO MATCH CURVE OF EXTRUDED 40 PROFILE 9" VERTICAL EXTRUDED PROFILE DING, TYP. BUILDING, TYP. - METAL PLATE 41 6" RECESS VERTICAL - METAL PLATE RECESS GRATED EXTERIOR 37 LIGHTING INTEGRATED FIXTURE EXTERIOR LIGHTING FIXTURE MULLION42 CAPHORIZONTAL - BOTTOM CAPTURE MULLIONPLATE CAP - BOTTOM CAPTURE PLATE IZONTAL MULLION 38 CAPHORIZONTAL TO WRAP CONTINUOUSLY MULLION CAP TO WRAP CONTINUOUSLY XHAUST- 43 REFER AIR TO INTAKE/EXHAUSTMECHANICAL REFER TO MECHANICAL UND BUILDING CORNER AROUND BUILDING CORNER DRAWINGS STRUCTURE 44 HOTEL ARCH ADIUS METAL CORNER 39 STRUCTURE 12"FOLLOWING RADIUS METAL E/W CORNER BUILDINGFOLLOWING E/W BUILDING RE, 45 LIGHT FIXTURE, DRAWINGS SEE ELECTRICAL DRAWINGS LE SEE ELECTRICAL ANGLE ETECTION 46IN 7' FRONT OF CANE OF CANTED DETECTION L5 ENTRY IN FRONT OF CANTED L5 ENTRY ERTICAL EXTRUDED PROFILE 9"EMBEDDED VERTICAL EXTRUDED PROFILE H EMBEDDED GLAZING CANOPY40 WITH LIGHTING CANOPY LIGHTING ERTICAL - METAL 41 6" RECESS VERTICAL PLATE PER RECESS IMETER STRUCTURE 47 CANOPYPLATE WITH PERIMETER GUTTER STRUCTURE PER - METAL WITH GUTTER DETAIL 42 IZONTAL MULLION CAPHORIZONTAL - BOTTOM CAPTURE MULLIONPLATE CAP - BOTTOM CAPTURE PLATE RTAIN WALL 48 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH NTAKE/EXHAUST43 REFER AIR TO INTAKE/EXHAUSTMECHANICAL REFER TO MECHANICAL ATED ALUMINUM ANDFIN INTEGRATED ALUMINUM FIN WINGS DRAWINGS ZING WITH 49OVERALL CANOPYGRADIENT GLAZING WITH FRIT -OVERALL GRADIENT FRIT S RAIL CAPTURED CONTINUOUS ASSEMBLY RAIL CAPTURED ASSEMBLY EL ARCH STRUCTURE 44 HOTEL ARCH STRUCTURE OPY STRUCTURAL 50 DIAGRID STEEL CANOPY FRAME, STRUCTURAL TYP. STEEL FRAME, TYP. T FIXTURE, SEE ELECTRICAL 45 LIGHT FIXTURE, DRAWINGS SEE ELECTRICAL DRAWINGS EL JOINT, 05 51TYP. NEL GLAZING PANEL JOINT, TYP. CANE DETECTION 46 IN 7' FRONT OF CANE OF CANTED DETECTION L5 ENTRY IN FRONT OF CANTED L5 ENTRY EL ASSEMBLY, 52 PAINTED STRUCTURAL STEEL CANOPY ASSEMBLY, STRUCTURAL CANOPY 00.20' ZING WITH EMBEDDED GLAZING CANOPY WITH LIGHTING EMBEDDED CANOPY LIGHTING N TO FOUNDATION, CONNECTION TYP. TO FOUNDATION, TYP. SEE TYPICAL 53 GUARDRAIL, PLANS STRUCTURE TYPICAL PLANS OPY PERIMETER 47 SEE CANOPY WITH PERIMETER GUTTERSTRUCTURE PER WITH GUTTER PER GLASS 54 INSULATED SYSTEM GLASS WITH STOREFRONT 3 COAT SYSTEM WITH 3 COAT AIL STOREFRONT DETAIL FINISH IZED CURTAIN WALL 48 SYSTEM UNITIZED WITH CURTAIN 3 COAT WALL FINISH SYSTEM WITH 3 COAT FINISH OOFED STEEL 55 WEATHERPROOFED FASCIA STEEL FASCIA INTEGRATED ALUMINUM AND FIN INTEGRATED ALUMINUM FIN A, FINSIH 56 PERSTEEL INTERIORS FASCIA, FINSIH PER INTERIORS OPY GLAZING 49OVERALL CANOPYGRADIENT GLAZING WITH FRIT -OVERALL GRADIENT FRIT BEGINS 57 RTDWITH FENCE BEGINS TINUOUS RAIL CAPTURED CONTINUOUS ASSEMBLY RAIL ASSEMBLY NDATION58 WALL, CANOPY CAST FOUNDATION IN PLACE WALL, CAST INCAPTURED PLACE RAL ARCHITECTURAL CONCRETE,TAPERED CANTED, AND RIDCONCRETE,TAPERED CANOPY STRUCTURAL 50 AND DIAGRID STEEL CANOPY FRAME, STRUCTURAL TYP.CANTED, STEEL FRAME, TYP. COLORED CONCRETE INTEGRALLY COLORED CONCRETE ZING PANEL JOINT, 51 TYP. GLAZING PANEL JOINT, TYP. ERS PER 59 STRUCTURAL, STEEL HANGERS PAINTED PER STRUCTURAL, PAINTED TED STEEL ASSEMBLY, 52 PAINTED STRUCTURAL STEEL CANOPY ASSEMBLY, STRUCTURAL CANOPY GHT 60 GLASS SKYLIGHT NECTION TO FOUNDATION, CONNECTION TYP. TO FOUNDATION, TYP. T IN PLACE 61 INTEGRALLY 8" THICK CAST COLORED IN PLACE INTEGRALLY COLORED WALL CONCRETE WALL RDRAIL, SEE TYPICAL 53 GUARDRAIL, PLANS SEE TYPICAL PLANS
NOT FOR NOT FOR CONSTRUCTION CONSTRUCTION
4 5
5 6
ONLY
TERMINAL REDEVELOPMENT PROGRAM
OUTH TERMINAL REDEVELOPMENT PROGRAM TERMINAL REDEVELOPMENT OUTH TERMINAL REDEVELOPMENT PROGRAM PROGRAM
NOT FOR NOT FOR CONSTRUCTION CONSTRUCTION
1. Hotel canopy anchor node 2. Detail section of hotel anchor node 3. Detail elevation/section of hotel anchor node 4. Detail perspective of hotel anchor node 5. Exposed rebar at anchor plate
DENVER INTERNATIONAL AIRPORT CANOPY DENVER, COLORADO
CITY AN
CITY AN
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CITY AN
SE A L
DENVE OF
DENVE OF
C C ROTECTION 6. SYSTEM LIGHTNING PROVIDED PROTECTION FOR BOTH SYSTEM PROVIDED FOR D BOTH D HOTEL AND TRAIN CANOPIES LRAIN 08 CANOPIES D PROVIDED 7. FOR SNOW HOTEL GUARD AND PROVIDED TRAIN FOR HOTEL AND TRAIN .03' PICALLY. CANOPIES TYPICALLY. DESIGNER OF RECORD
One of the most significant design challenges the project team faced was the desire for an expansive coverage of the plaza and train platforms below the canopies despite site constraints dictated limited structural touchdown locations.
COUNTY
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DENVER DENVER INTERNATIONAL INTERNATIONAL AIRPORT AIRPORT
D
DENVE OF
DENVE OF
CITY & COUNTY CITY & COUNTY L SHEET GENERAL NOTES SHEET NOTES of DENVER of DENVER
CITY AN
DENVER DENVER INTERNATIONAL INTERNATIONAL AIRPORT AIRPORT
6. 3d printed model of anchor node 6 7
7. Completed anchor node
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TINUOUS RAIL CAPTURED 1. CONTINUOUS GLAZING TYPICAL RAIL CAPTURED AT GLAZING TYPICAL AT EL AND TRAIN CANOPIES. HOTEL AND TRAIN CANOPIES. ZING AT HOTEL AND 2. TRAIN GLAZING CANOPIES AT HOTEL IS FLAT ANDWITH TRAIN CANOPIES IS FLAT WITH GMENTED STRUCTURAL A SEGMENTED SYSTEM. STRUCTURAL SYSTEM. VIDE HIGH PERFORMANCE 3. PROVIDE PAINT HIGH ON PERFORMANCE STRUCTURE PAINT ON STRUCTURE ANOPIES. OF CANOPIES. VIDE FULLY SPRINKLERED 4. PROVIDE HOTEL FULLY ANDSPRINKLERED TRAIN HOTEL AND TRAIN OPY WITH CONCEALED CANOPY SPRINKLER WITHSYSTEM. CONCEALED SPRINKLER SYSTEM. GRATED GUTTER 5. ASSEMBLY INTEGRATED AT ENTIRE GUTTER PERIMETER ASSEMBLY AT ENTIRE PERIMETER OTH HOTEL AND TRAIN OFCANOPIES BOTH HOTEL AND TRAIN CANOPIES COUNTY TNING PROTECTION 6. SYSTEM LIGHTNING PROVIDED PROTECTION FOR BOTH SYSTEM PROVIDED FOR D BOTH EL AND TRAIN CANOPIES HOTEL AND TRAIN CANOPIES CAPTURED 1. PROVIDED CONTINUOUS GLAZING TYPICAL RAIL HOTEL CAPTURED AT AND GLAZING TYPICAL ATHOTEL AND TRAIN WRAIL GUARD 7. FOR SNOW GUARD PROVIDED TRAIN FOR RAIN CANOPIES. HOTEL AND TRAIN CANOPIES. OPIES TYPICALLY. CANOPIES TYPICALLY. HOTEL AND 2. TRAIN GLAZING CANOPIES AT HOTEL IS FLAT ANDWITH TRAIN CANOPIES IS FLAT WITH ER TO STRUCTURAL 8. DWGS REFER FOR TO ADDITIONAL STRUCTURAL INFO DWGS FOR ADDITIONAL INFO D STRUCTURAL A SEGMENTED SYSTEM. STRUCTURAL SYSTEM. LARDING H09 PERFORMANCE 3.CANOPY PROVIDE PAINT HIGH ON PERFORMANCE STRUCTURE CANOPY PAINT ONFOUNDATIONS STRUCTURE FOUNDATIONS REGARDING S..53' OF CANOPIES. ER TO SHEET A3.00 9.FOR REFER EXTERIOR TO SHEET FINISH A3.00 LEGEND FOR EXTERIOR FINISH LEGEND LY SPRINKLERED 4. PROVIDE HOTEL FULLY ANDSPRINKLERED TRAIN HOTEL AND TRAIN VIDE REMOVABLE, 10. PANELIZED PROVIDE BIRD REMOVABLE, NETTING PANELIZED BIRD NETTING H CONCEALED CANOPY SPRINKLER WITHSYSTEM. CONCEALED SPRINKLER SYSTEM. SE A L TEM MOUNTED BETWEEN SYSTEM STRUCTURAL MOUNTED BETWEEN STRUCTURAL MEMBERS GUTTER 5. ASSEMBLY INTEGRATED AT ENTIRE GUTTER PERIMETER ASSEMBLY ATMEMBERS ENTIRE PERIMETER TEL AND TRAIN OFCANOPIES BOTH HOTEL TRAIN CANOPIES IAGRID CANOPIES. OFAND DIAGRID CANOPIES. OUNTY OUNTY
FORMING THE FRAME At the Hotel canopy each concrete anchor is 6 feet tall, and at the train canopy the concrete anchors rise to 15 feet in height. Each is composed of a mesh of heavy steel rebar, 3 inch thick steel baseplates with 12 foot long steel embeds, and integral drain pipes to handle all water runoff from the canopy surfaces. From these anchor points, the primary leading edge members, which conceal the glass edges and have integral gutters, trace the expansive cantilevering shape of the canopies. The primary diagrid members support horizontal glass rails, snow retention rails, maintenance rail standoffs, lighting, and speaker arrays. Prefabricated off-site in long horizontal whole sections, they were assembled from the outside of the arch inwards on site and temporarily attached until properly located. They were then welded to hold the final form.
1. Canopy erection sequence 2. The team inspects the mock-up 3. Shop drawings, detail of typical diagrid node 4. Shop drawings, detail section of diagrid node
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3 4
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DENVER INTERNATIONAL AIRPORT CANOPY DENVER, COLORADO
2
SKINNING THE SHELL The design of the glass surface was standardized early in the design process. Triangular glass exceeded the maximum fabrication tolerances and would have necessitated an additional secondary structure perpendicular to the primary structural orientation. Going to a rectangular proportion provided a costeffective solution that allowed us to reinforce the directionality of the design with horizontally oriented panes of laminated glass captured on two sides with custom aluminum extrusions. This approach allowed the various services, including maintenance rail, sprinklers, conduit for lighting, and snow retention rails, to fit cleanly along the custom-designed aluminum extrusions. The clear laminated glass was treated with a gradient of ceramic frit dot patterns ranging from 20% on the sides to 80% at the top. The ceramic frit reduced solar glare and heat gain within the canopy, while maintaining a sense of transparency.
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2
3
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reviewing the process
DENVER INTERNATIONAL AIRPORT CANOPY DENVER, COLORADO
Overall, the development of the DIA canopies was an intensely iterative process tested in 2d drawings, 3d models, 3d prints, sample comparisons, and mock-ups. Each technique was refined steadily with the input of the diverse expertise of many consultants and manufacturers. While the execution of the canopies was truly a feat of engineering, fabrication, and construction, the refined elegance and craftsmanship of the end product is what differentiates them as works of art.
1. Completed diagrid structure 2. Maintenance rail and glass rail above diagrid 3. Glass rail above diagrid 5. Installed glass at train canopy
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39
4. Light fixture at ridgeplate
1 Caption caption caption caption caption caption
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DENVER INTERNATIONAL AIRPORT CANOPY DENVER, COLORADO
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CLIENT: KAL Hotel Network Co.
PROGRAM: Hotel
Local Architect: JUNGLIM Architecture
OFFICE: Los Angeles
Consultants: JA Weir Associates
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LOCATION: Incheon, South Korea
concept/ realization The Grand Hyatt Incheon is located adjacent to the Incheon International Airport in South Korea and serves as a premiere venue for international conferences and business meetings. The architectural parti of ‘sky and sea’ is inspired by the island which is one of an archipelago of islands that were once primarily fishing villages and wetlands. Reinforcing the connection to the sky and sea concept are the two reciprocal glass curtain walls radiating from the core of the hotel. The north approach to the curtain walls is representative of the smoothness of an airplane wing while the south approach is symbolic of cresting ocean waves. The shape and relationship of the two conditions serve as a strong reminder of the Korean Airlines brand.
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1. Isometric wall sections 2. North exterior elevation 3. ‘A’ skin at minimum glass tilt angle 4. ‘A’ skin at maximum glass tilt angle 5. Corner detail at maximum glass tilt angle 6. Interface of ‘A’ skin & ‘B’ skin
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6
The angled horizontal members are identical with the vertical members, but with the addition of a secondary extrusion to the horizontals, members are able to rotate to the specific angle required by the design. The design includes a capture for the intermediate horizontal to fully support the top of the lite which leans outward in this system. The sloped spandrel glazing does not have this capture, which allows water to run off and prevent ice from falling during inclement weather. 2
45
The serrated facade concept is realized with a unitized glazing system that incorporates modular interchangeable components. The horizontal mullion allows a facade angle transition from 0째 to the maximum 14째 glass tilt angle. The unitized wall system allows the glazed units to be fabricated under factory conditions. The wall has multiple performance requirements and due to close proximity to the airport, a very high acoustic rating. Structural silicone glazing was chosen as the basis of design. While there are captures for the glass edges at most of the horizontals, all glass lites have structural silicone around the perimeter.
GRAND HYATT INCHEON INCHEON, KOREA
MODULAR/ TILT ANGLE
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슬라브 두께로
건설사 및 컨 슬라브 두께로인한 수정 1 2012.10.10
코멘트 반영
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2012.10.18
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internal facade experience
1. Curtain wall detail at stack joint 2. Curtain wall detail at intermediate joint 3. View towards Incheon Airport and ocean beyond 4. Corner condition of ‘A’ Skin 5. Facade anchor detail 4
5
6
6. ‘A’ Skin at guest room partition
47
3
GRAND HYATT INCHEON INCHEON, KOREA
The design concept contributes to the guest room experience by offering additional volume created by the serrations. This extends ones ability to experience and relate to the surroundings outside. The glass lite for each guestroom was also maximized to allow for unobstructed views. Each rooms has a large window that is at least 9 feet wide by 7 feet high.
49
GRAND HYATT INCHEON INCHEON, KOREA
49
CLIENT: Mapleton Investments
PROGRAM: Office
CONTRACTOR: Taslimi
OFFICE: Los Angeles
subcONTRACTOR: Breakform Design
51
LOCATION: Beverly Hills, California
elemental features The existing Mapleton office building, built in the early 1950’s, exemplified MidCentury commercial architecture. Over the years the building was modified with numerous decorative add-ons, obscuring the architectural strengths of the modern building. The client asked that the building be brought back to its elemental features and
1
restored to create a stealth and minimal exterior, consistent with their desire for an understated street presence compared to the other nearby, contextual architecture. The process of subtracting the collection of decorative components exposed a facade where the form and pattern of the windows emphasized a design opportunity. As homage to Donald Judd, one of the
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client’s favorite artists, the windows were developed as “neutral objects” with an inherent desire to be cantilevered from the wall, transforming a typical fenestration into a minimal projecting structure. Much like Judd’s work, the detail to the design needed to be minimal and holistic.
suspension
1. Street View - before (existing) 2. Street View - after 3. Concept section through window frame structure 4
4. Reinforcement & attachment to existing block wall
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3
The structural engineer, began to look at the reinforcement of the rough opening in the wall to support the window projections. The window became a team effort including the contractor and sucontractor, The Insulated Glazing Unit was structurally glazed with a continuous silicone joint, allowing the window frame to be as minimal as possible. The reflectivity of the glass conceals the silicone and glazing materials from view. 1/4 inch aluminum plates were used as the finish and structural window frame and encasing 2 inch rigid thermal insulation.
M BUILDING BEVERLY HILLS, CALIFORNIA
Early in the design process, the design team held an open discussion with the entire office focusing on the single detail of the window. Participants honed in on the technical implications of suspending the aluminum and glass frame, of approximately 8 ft wide by 5 ft high and projecting out of the building faรงade 1 ft, while considering energy requirements, thermal breaks and the structural impact on the existing brick facade.
the solution From the exterior, the windows act as picture frames capturing the ever-changing sky during the day while at night they invert into light portals, framing specific views into the building. The final detail included multiple structural engineers and the subcontractors. The interior portion of the aluminum frame was attached to solid wood blocking, attached to the interior side of the masonry wall and concealed behind drywall. The full design achieved the minimalist intent set by the client, as well as informed the rest of the project’s interiors. The window frame detail is an example of how a seemingly simple element can influence the design of a sophisticated and timeless project. 1
OFFICE
1. Building address & view across the street 2. Building section thru main entry & exteior window 3. View towards window framing a specific view 4. Detail section thru new IGU window & frame
LOBBY
5. View of reflective glass from exterior 6. Glass sample reviewed for opacity & reflectivity
2
3
4 6
55
M BUILDING BEVERLY HILLS, CALIFORNIA
5
57
M BUILDING BEVERLY HILLS, CALIFORNIA
CLIENT: Hyundai Motor America
PROGRAM: Corporate Headquarters
CONTRACTOR: AMCO & Snyder Langston
OFFICE: Los Angeles
subcONTRACTOR: Clark Pacific
59
LOCATION: Fountain Valley, California
a foundation for innovation
20' - 0"
30' - 0"
R
30' - 0"
R
30' - 0"
30' - 0"
S
S
30' - 0"
T
30' - 0"
30' - 0"
7 A09.13
7 A09.13
T 30' - 0"
U
U
30' - 0"
30' - 0"
V
V
30' - 0"
Level 2 Tech Center Level 2 Tech Center Roof - High Roof - High 30' - 0" 30' - 0"
SEE DET 3 / SHT A09.03
Q
SEE DET 3 / SHT A09.03
Q
SEE DET 2 / SHT A09.02
SEE DET 2 / SHT A09.02
The new structure is seen as a simple and pristine object sitting quietly within a natural N M L M N P P meadow. LBased on the traditional Korean Courtyard, large 5'30'contiguous floors surround 5' - 0" - 0" - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" a formal arrival court. This organizing element establishes the heart of the new T.O. TECH CENTER T.O. TECH CENTER headquarters. The six-story structure is 30' - 0" 30' - 0" organized into a tripartite base, middle and T.O GUARDRAIL T.O GUARDRAIL 23' - 6" 23' - 6" top configuration. LEVEL 02 LEVEL 02 20' - 0"
T.O. TECH CENTER T.O. TECH CENTER 30' - 0" 30' - 0" T.O GUARDRAIL T.O GUARDRAIL 23' - 6" 23' - 6" LEVEL 02 20' - 0"
LEVEL 02 20' - 0"
LEVEL 01 0"
LEVEL 01 0"
W
SEE DET 4 / SHT A09.03
SEE DET 4 / SHT A09.03
The base, solid and substantial, represents Legacy. The volume of four LEVEL 01 the LEVELcompany’s 01 0" 0" 5' - 0that 1/2" 5' - 0 1/2" above represent office floors float a future of Innovation. This conceptual framework creates an iconic new identity that H R ELEVATION SOUTH ELEVATION - WEST - WEST reflects the forward-thinking that has led the company to its success while still respecting its long history, culture and rich traditions. W 30' - 0" 3 A09.13
X
X
30' - 0"
Y
30' - 0"
GL6
3 A09.40
Z
30' - 0"
Z
30' - 0"
AA
30' - 0"
AA
30' - 0" 1 A09.40
3 A09.13
GL6
3 A09.40
2 A09.40
2 A09.40
1
Y
30' - 0"
ALL GLASS INSULATED ALL GLASS / LAMINATED INSULATED GLAZING / LAMINATED GLAZING
GL6
BB
30' - 0"
BB
30' - 0"
CC
38' - 0"
CC
38' - 0"
3 A09.41
1 A09.40
3 A09.41
GL6
2
ALL GLASS INSULATED / LAMINATED GLAZING ALL GLASS INSULATED / LAMINATED GLAZING
H R ELEVATION SOUTH ELEVATION - EAST - EAST V
V
U
U
T
T
S
S
R
R
Q
Q
P
P
N
N
M
L
M
L
11
ELEVATION - PRECAST PODIUM 7.5' GLASS CORNER SCALE: 3/8" = 1'-0"
09 29 00.A00 GYPSUM BOARD FURRING WALL
C
SCALE: 3/8" = 1'-0"
08 44 26.E00 STAINLESS STEEL CHANNEL CAPTURED GLAZING 3 A09.53
08 44 26.E00 STAINLESS STEEL CHANNEL CAPTURED GLAZING
LEGEN
05 75 00.F00 COLUMN COVER 08 44 26.E00 STAINLESS STEEL CHANNEL CAPTURED GLAZING
03 45 00.B00 PRECAST ARCH CONC PANEL
D
3
SECTION - PODIUM 7.5' GLASS CORNER
1
GENER 03 45 00.B00 PRECAST ARCH CONC PANEL 08 44 26 STRUCTURAL GLASS CURTAIN WALL
10
PODIUM 7.5' GLASS CORNER - LEVEL 02 SCALE: 3/8" = 1'-0"
09 29 00.A00 GYPSUM BOARD FURRING WALL
09 29 00.A00 GYPSUM BOARD FURRING WALL
3 A09.53
D
PANEL REVEAL, TYP
03 45 00.A00 PRECAST ARCH CONCRETE
08 44 26.E00 STAINLESS STEEL CHANNEL CAPTURED GLAZING
11 A12.18
PANEL JOINT, TYP
1
3 A12.18
08 44 26.E00 STAINLESS STEEL CHANNEL CAPTURED GLAZING
4 A12.18
4 PODIUM 7.5' GLASS CORNER - LEVEL 01 SCALE: 3/8" = 1'-0"
9
AXON - PRECAST PODIUM 7.5 GLASS CORNER SCALE:
L:\05.8090.000\BIM\Building Model\_User Model Files\Marc Cucco_Hyundai_Core & Shell_05.8090.000.rvt
1. Rendered view from across the 405 freeway 2. Partial south elevation of panels 3
3. Concept sketches 4. Axon where precast podium meets glazing
1
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
KEY P
03 30 00.B00 SLAB ON GRADE
61
C
2
1
3
4
2"x2" REVEAL (5 PATTERNS)
SCALE: 1/4" = 1'-0"
2"x2" REVEAL (5 PATTERNS)
PLASTER WALL O/ MTL STUDS
15' - 0"
6 1/2"
7
7
SCALE: 1/4" = 1'-0"
03 45 00.B00 3 PRECAST ARCH CONC PANEL
TYPE F
Issue 1 2 3 4 5 6 7
SCALE: 1/4" = 1'-0"
MITERED CORNER
20' - 0"
2"x2" REVEAL (5 PATTERNS)
PRECAST JOINT
2"x2" REVEAL (5 PATTERNS)
Date 07/25/2011 08/31/2011 10/21/2011 11/28/2011 02/06/2012 02/15/2012 03/06/2012
Issue Description CONCEPTUAL PRICING PACKAGE 50% SCHEMATIC DESIGN PACKAGE PROGRESS PACKAGE 100% SCHEMATIC DESIGN PACKAGE CURTAINWALL BID PACKAGE 50% DESIGN DEVELOPMENT PACKAGE PRECAST CONCRETE BID PACKAGE
EQ
27' - 8"
9 A12.23
EQ
3
TYPE S
SCALE: 1/4" = 1'-0"
1
3 A12.20 3/4" REVEAL, TYP
VARIES
8' - 0"
Description PRECAST PANEL TYPES Scale 1/4" = 1'-0"
A09.50
TYPE M
SCALE: 1/4" = 1'-0"
2"
0 4 8
16
32
© 2011 Gensler
5
6
LEVEL 01 0"
1
TYPE U (COMPOSITE PANEL) SCALE: 1/4" = 1'-0"
11
SECTION - PRECAST PLASTER SCALE: 3/8" = 1'-0"
7 SECTION - TECH CENTER WALL END SCALE: 3/8" = 1'-0"
DD PRECAST ARCH CONC PANEL
03 45 00.B00 PRECAST ARCH CONC PANEL
2. Form with 2” & 1/4” chamfered reveals 03 45 corner 00.B00 PRECAST ARCH CONC PANEL
3. Midway through a two-part pour CAST-IN-PLACE CONCRETE 64 °
EQ
3' - 0"
COLUMNS, SEE STRUCT
5. Precast concrete panel typology 6. Typical wall section of double sided panel 14' - 0"
14' - 0"
Scale 1/4" = 1'-0"
A09.50A © 2011 Gensler
1. Finished precast concrete panels for devliery 03 45 00.B00
7. Close-up of rebar 30' lattice mat - 0"
Description PRECAST PANEL TYPES
L:\05.8090.000\BIM\Building Model\_User Model Files\Marc Cucco_Hyundai_Core & Shell_05.8090.000.rvt
ECH CENTER WALL END
4. Cold joint of a finished panel
Project Name HYUNDAI MOTOR AMERICA HQ CORE & SHELL Project Number 05.8090.000
10' - 0" TYP
2' - 0"
7
11 A12.23
07 42 13 METAL WALL PANELS
1
03 45 00.B00 PRECAST ARCH CONC PANEL
3
0 4 8
16
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
SCALE: 1/4" = 1'-0"
7' - 6"
15' - 0" + SLOPE
1' - 6" 7' - 6"
SCALE: 1/4" = 1'-0"
TYPE H
Seal/Signature
Project Number 05.8090.000
LEVEL 01 0"
6 1/2"
5
TYPE D
2
SCALE: 1/4" = 1'-0"
EQ Project Name EQ HYUNDAI MOTOR AMERICA HQ CORE & SHELL
7 A12.20
2"x2" REVEAL (1 PATTERN) VARIES
LEVEL 01 0"
03 45 00.B00 PRECAST ARCH CONC PANEL
2"
TYPE T (COMPOSITE PANEL)
10' - 0" TYP
1 A12.25
25' - 0" or 30' - 0"
6
SCALE: 1/4" = 1'-0" Seal/Signature
1' - 8"
2"x2" REVEAL (5 PATTERNS) 6 1/2"
03 45 00.B00 PRECAST ARCH CONC PANEL
TYPE L
6"
SCALE: 1/4" = 1'-0"
7' - 6"
9 A09.59
03 45 00.B00 PRECAST ARCH CONC PANEL 4 1/2"
2
TYPE G
32
LEGEND
GENERAL 63
6 1/2"
6
5' - 0" TYP
3' - 0"
SCALE: 1/4" = 1'-0"
5
1' - 8 5/8"
Issue Description CONCEPTUAL PRICING PACKAGE 50% SCHEMATIC DESIGN PACKAGE PROGRESS PACKAGE 100% SCHEMATIC DESIGN PACKAGE CURTAINWALL BID PACKAGE 50% DESIGN DEVELOPMENT PACKAGE PRECAST CONCRETE BID PACKAGE
7' - 6" TYP
6 1/2"
3' - 0" 6 1/2"
TYPE C
L:\05.8090.000\BIM\Building Model\_User Model Files\Marc Cucco_Hyundai_Core & Shell_05.8090.000.rvt
3 A09.59
Date 07/25/2011 08/31/2011 10/21/2011 11/28/2011 02/06/2012 02/15/2012 03/06/2012
VARIES
15' - 0" TYP
15' - 0"
7'-6" or 15'-0"
VARIES
3' - 0"
1' - 0"
12 A12.20
Issue 1 2 3 4 5 6 7
PRECAST REVEAL
1' - 6"
6" 2' -
500 S. Figueroa Street Los Angeles CA 90071 Tel: 213.327.3600 Fax: 213.327.3601
03 45 00.B00 PRECAST ARCH CONC PANEL
10 1/2"
MITERED CORNERS
VARIES
30' - 0" TYP
Gensler
6" DEEP CUSTOM LOGO (2 PATTERNS)
10"
SCALE: 1/4" = 1'-0"
TYPE B
4 1/2"
2' - 6"
MITERED CORNER
03 45 00.B00 PRECAST ARCH CONC PANEL
TYPE K
15' - 0"
7' - 5 1/4"
B2.2
VARIES
4 1/2"
6 1/2"
Sixteen types of base panels were utilized, each containing an optimized rebar layout, increasing in density towards connections points to the structural steel frame. The integral colored concrete achieved high early strength after the first day and cured fully within fourteen days. A medium sandblast was factory applied for texture. The panels were finished with a combination of weather and graffiti seal.
SCALE: 1/4" = 1'-0"
30' - 0" TYP
30' - 0" TYP
7' - 6"
7' - 6"
11"
LEVEL 02 420' - 0"
TYPE P
6' - 6"
2"x2" REVEAL (5 PATTERNS)
VARIES
4
TYPE E
8
15' - 0"
SCALE: 1/4" = 1'-0"
VARIES
4 1/2"
500 S. Figueroa Street Los Angeles CA 90071 Tel: 213.327.3600 Fax: 213.327.3601
Gensler
SCALE: 1/4" = 1'-0"
7' - 6"
8
TYPE A
3' - 0" TYP
TYPE J
10550 TALBERT AVE. FOUNTAIN VALLEY, CA 92708
MITERED CORNER, TYP
4 1/2"
LEVEL 02 20' - 0"
1' - 6"
HYUNDAI MOTOR AMERICA HEADQUARTERS
3' - 0"
VARIES
15' - 0"
LEVEL 02 20' - 0"
6 1/2"
10550 TALBERT AVE. FOUNTAIN VALLEY, CA 92708
7' - 6"
15' - 0" TYP
10 A09.59
2' - 6"
15' - 0" TYP
The design team in collaboration with fabricators designed the base using precast and composite precast concrete panels. This approach allowed for long, flat panels refined with strategic placement of reveals.
15' - 0"
3 A12.23
03 45 00.B00 PRECAST ARCH CONC PANEL
1
HYUNDAI MOTOR AMERICA HEADQUARTERS
30' - 0"
3' - 0"
30' - 0"
G1.1
03 45 00.B00 PRECAST ARCH CONC PANEL
MITERED CORNER
1
2"x2" REVEAL (5 PATTERNS) VARIES
19' - 6"
economized beauty
2' - 6" TYP
3 A09.59
1
1. Rig laying out preassembled rebar lattice mat 2. Panels curing for fourteen days 3. Verifying panel ID prior to delivery 4 3
4. Panels finished with medium sandblast
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
4 3
65
2
delivery and assembly During design, the team sized the panels in anticipation to clear the underside of freeway overpasses along the delivery route from the fabrication plant to the site, thereby responding to transportation constraints. A mobile crane was used to hoist the panels into place. They rested on shelf angles while installers completed the gravity connections. Panels were plumbed with the use of threaded slot connections at the corners and mid-spans. A tremendous amount of planning and engineering was invested on the backside of panels to resolve anchorage and proper drainage, none of which will never be seen, but contributed to minimalist experience of the exterior facade.
2
1. Small mobile crane for hoisting panels 2. Welded gravity connection with mid-span threaded slot connection 3. Bolted gravity connection 4. Temporary bracing of panel 5. Finished panel resting on flatbed trailer
1
3
4
67
5
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
1
3
2
4
2' - 6"
10 A09.58
LEVEL 02 20' - 0"
03 45 00.B00 PRECAST ARCH CONC PANEL
EQ
BACK-FORMED AREA FOR 6" SIGNAGE REVEAL
7 A12.20
11 3/4"
9" 1' - 1"
STONE PAVER JOINT
PLAN - PRECAST TECH CENTER SOUTH WALL SCALE: 3" = 1'-0"
27' - 8"
2 1/4"
12
PRECAST REVEAL PRECAST JOINT
1' - 1 1/4"
2' - 0"
LEVEL 01 0"
1' - 0"
LEVEL 01 0"
9' - 9 3/4"
LEVEL 02 20' - 0"
SCALE: 3" = 1'-0"
DEEP SIGN REVEAL IN PRECAST PANEL
1
1
03 45 00.B00 PRECAST ARCH CONC PANEL
© 2006 Gensler
07 95 00 EXPANSION CONTROL
3 A12.23
1
10550 TALBERT AVE. 3' - 0" FOUNTAIN VALLEY, CA 92708 Los Angeles
2' - 6"
10 A09.58 6" SIGN REVEAL IN PRECAST PANEL LEVEL 02 20' - 0"
PRECAST TECH CENTER, WALL END0' - 0" SCALE: 1 1/2" = 1'-0" HYUNDAI MOTOR AMERICA HEADQUARTERS
SCALE: 3" = 1'-0"
T.O. PANEL 15'-0"
9
PLASTER WALL O/MTL STUD FRAMING
1' - 1"
Seal/Signature
9 A12.23
15' - 0"
Gensler
9 A12.23
4' - 0"
1. Design team measuring kering of foam letters
Project Number 05.8090.000
ALIGN
2. Detail of letter adhesion to formwork 03 45 00.B00 PRECAST ARCH CONC PANEL
03 45 00.B00 PRECAST ARCH CONC PANEL
1' - 0"
7' - 6"
Description PRECAST TECH CENTER SIGNAGE 1 A12.25 Scale 3/8" = 1'-0"
OINT LEVEL 01 0"
A09.58
AXON - PRECAST TECH CENTER SEISMIC END SECTION 1 - TECH CENTER WALL SCALE: 11 SCALE: 3/8" = 1'-0"
© 2011 Gensler
7 A12.20 6"
0 4 8
16
1' - 4"
3 1/2"
10 1/2"
LIGHTING FIXTURE, AS SCHED
7 1/2"
LEVEL 01 0"
4. Finish panel with Hyundai logo PANEL CONNECTION BY PRECASTER
B.O. PANEL 7'-6"
IN-GRADE FLOODLIGHT, SEE LIGHTING DRAWINGS
5 A12.23
5. Shop drawing of Hyundai logo panel
CONCRETE SLAB
1' - 0"
CONCRETE FOOTING, SEE STRUCT
3' - 0"
LEVEL 01 0"
PANEL CONNECTION BY PRECASTER
3. Verifying layout while adhesion dries
6"
10"
10"
7 1/2"
9 A09.58
03 45 00.B00 PRECAST ARCH CONC PANEL
9
Project Name HYUNDAI MOTOR AMERICA HQ CORE & SHELL
03 45 00.B00 PRECAST ARCH CONC PANEL
1
6
SCALE: 3" = 1'-0"
6. Axon, section & detail of panel 32
3
SECTION - PRECAST SIGNAGE SCALE: 1 1/2" = 1'-0"
Issue Date 1 07/25/2011 2 08/31/2011 3 10/21/2011
L:\05.8090.000\BIM\Building Model\_User Model Files\Marc Cucco_Hyundai_Core & Shell_05.8090.000.rvt
Issue Description CONCEPTUAL PRICING PACKAGE 50% SCHEMATIC DESIGN PACKAGE PROGRESS PACKAGE
9
PRECAST FREESTANDING PANEL, BASE SCALE: 1 1/2" = 1'-0"
5
LEGEN
GENER
6
PLAN - PRECAST PARKING WALL,
20' - 0"
4' - 0"
PRECAST PANEL BACK-FORMED AT SIGN REVEAL 6" SIGN REVEAL IN PRECAST PANEL
F.O. PODIUM
03 45 00.B00 PRECAST ARCH CONC PANEL
6" SIGN REVEAL
6' - 6"
1' - 6"
500 S. Figueroa Street Los Angeles CA 90071 Tel: 213.327.3600 Fax: 213.327.3601
5" TYP
27' - 8"
1' - 0"
03 47 00 COMPOSITE ARCH PRECAST CONC PANEL 03 45 00.B00 PRECAST ARCH CONC PANEL
PLASTER WALL
SCALE: 1 1/2" = 1'-0"
9
03 45 00.B00 PRECAST ARCH CONC PANEL
PRECAST JOINT
3
PRECAST PARAPET UTILITY YARD
500 S. Figueroa Street CA 90071 Tel: 213.327.3600 Fax: 213.327.3601
LEVEL 02 20' - 0"
PRECAST REVEAL
7
PRECAST PANEL PLASTER JOINT, TYP
BACK-FORMED AREA FOR 6" SIGNAGE REVEAL
BACK-FORMED AREA FOR 6" SIGNAGE REVEAL
1' - 10" 1' - 2"
11
1' - 8"
3' - 0"
3/4"
LEVEL 02 20' - 0"
03 45 00.B00 PRECAST ARCH CONC PANEL
1
L:\05.8090.000\BIM\Building Model\_User Model Files\Marc Cucco_Hyundai_Core & Shell_05.8090.000.rvt
STEEL TO BRACE PRECAST PANELS 7 A12.23
PLASTER O/MTL STUD FRAMING
ALIGN
PRECAST ARCH CONC PANEL
03 45 00.B00 PRECAST ARCH CONC PANEL
[INT]
3" CLR
SCALE: 1/4" = 1'-0"
LEVEL 02 20' - 0"
[EXT]
12 6" A12.23
LEVEL 01
ELEVATION - TECH CENTER03 45WALL 00.B00
3 1/2"
03 45 00.B00 PRECAST ARCH CONC PANEL
ALIGN
Issue Description CONCEPTUAL PRICING PACKAGE 50% SCHEMATIC DESIGN PACKAGE PROGRESS PACKAGE 100% SCHEMATIC DESIGN PACKAGE CURTAINWALL BID PACKAGE 50% DESIGN DEVELOPMENT PACKAGE PRECAST CONCRETE BID PACKAGE
3' - 0"
Date 07/25/2011 08/31/2011 10/21/2011 11/28/2011 02/06/2012 02/15/2012 03/06/2012
5 3 A09.58
03 30 00.A00 CAST-IN-PLACE CONC
4' - 0"
4"
Issue 1 2 3 4 5 6 7
2 1/4"
10 A12.21
03 45 00.B00 PRECAST ARCH CONC PANEL
2 1/4"
3
SCALE: 3/8" = 1'-0"
10"
5' - 0"
2 1/4"
SECTION - TECH CENTER WALL
03 45 00.B00 PRECAST ARCH CONC PANEL
3' - 0"
1
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
1 A12.25
03 45 00.B00 PRECAST ARCH CONC PANEL
03 45 00.B00 PRECAST ARCH CONC PANEL
ALIGN
15 A12.20
7' - 6"
9 A09.58
The Hyundai logo was made of two layers of 2 inch rigid foam boards, after which it was sealed and sanded. A day after pouring, the foam was removed from the curing panel PLANTo - PRECAST COURTYARD WALLlook, END finalize the the 8 team applied light 1 sandblasting to the inside letter face to 1 remove inconsistencies, resulting in a smooth appearance.
SECTION - PRECAST PARKING WALL SCALE: 3/4" = 1'-0"
CONCRETE FOOTING, SEE STRUCT LEVEL 01 0"
KEY P
69
S1.1
03 45 00.B00 PRECAST ARCH CONC PANEL
07 92 00 JOINT SEALANT
2 1/4"
15' - 0" + SLOPE
S1.2
03 45 00.B00 PRECAST ARCH CONC PANEL
2 1/4"
03 45 00.B00 PRECAST ARCH CONC PANEL 30' - 0"
22' - 0"
03 45 00.B00 PRECAST ARCH CONC PANEL
07/30/12
07 95 00 EXPANSION CONTROL
03 45 00.B00 PRECAST ARCH CONC PANEL
20' - 0"
4' - 0" 10"
Date
PRECAST PANEL BACK-FORMED AT SIGN REVEAL
2' - 0"
05.8090.000
Issue/Rev
EQ
CC
6" SIGN REVEAL IN PRECAST PANEL
Gensler
9
1/4" =A12.23 1'-0"
2' - 6"
Scale
MVC
ALIGN
PRECAST SIGNAGE DIMENSIONS
09 63 40 STONE FLOORING
05 12 00.E00 STEEL TUBE, SEE STRUCT
2 1/4"
HYUNDAI MOTOR AMERICA HQ CORE & SHELL
SHEET
letter forming
Gensler
Project 1' - 0"Number
2 1/4"
1' - 6"
Prepared by
03 30 00.A00 CAST-IN-PLACE CONC
500 S. Figueroa Street Los Angeles CA 90071 Tel: 213.327.3600 Fax: 213.327.3601
2' - 6"
Description
15' - 0"
Project
1' - 1"
PLASTER WALL
2 1/4"
Sketch Number ASK-031-PC
PRECAST JOINT
1' - 6"
PRECAST REVEAL
1' - 4" MAX
LEVEL 02 20' - 0"
1
71
HMA HQ & TECH CENTER FOUNTAIN VALLEY, CALIFORNIA
PROGRAM: Classroom/Office/Retail
CONTRACTOR: Okland Construction
OFFICE: Phoenix
subcONTRACTOR: Kovach Building
Enclosures
ASU COLLEGE AVENUE COMMONS TEMPE, ARIZONA
CLIENT: Arizona State University
73
LOCATION: Tempe, Arizona
SHADED FACADE
building form and function
105
The prime location of the Arizona State University (ASU) College Avenue Commons reinforces the urban pedestrian edge along the street, providing direct frontage for the marketplace and building lobby. The building’s top three floorscantilever over the sidewalk to provide pedestrian shade and to create an urban plaza/gateway.
105
Responding to the harsh desert climate, one of the most critical functions of the thermal veil facade is to provide shade. The building is properly oriented east to west with long exposures along the north and south. Controlling the southern exposure of the building is afforded by a second skin of interlocking aluminum panels 12 inches in width and broken in varying shapes and depths. The façade is mounted to trusses and held off of the south façade by 9 ft running the full height of the building. The perforated thermal veil maximizes the surface to air ratio of the material encouraging vertical airflow as a cooling device reducing surface temperature on the building envelope.
2
1. Spaceframe structure creates a shaded facade 2. Strategically placed extruded shade louvers 3. Shaded walkway created by spaceframe overhang 4. Various profiles of metal slats
140
1
3
Stock
commodity stock approach
Folded
Width
The conceptual approach to the project was to use off-the-shelf, commodity stock material in creative new ways. Using an economical standard steel coil and a 12 inch standard louver width module, multiple profile bends were created as specific responses to environmental, programmatic, and physical constraints. Five distinct louver types respond to concepts of heat dissipation, absorbency and reflectivity, surface to air ratio, and shaded low albedo surfaces. Each louver section measures 20 feet in length with built-in structural integrity inherent in the stretcher leveling process.
Perforated
Raw Steel Coil Flat Absorptive
Shade Louver
The vertical steel truss element was constructed of standard bar joist angle framing, installed 10 feet on center and loaded vertically. This concept afforded lightweight members and a very elegant, thin profile. Steel knife plate connections were integrated into the structural floor slabs to attach the steel truss members. Horizontal 2 inch by 2 inch tube steel members create the lateral support and attachment for the louver system.
Flat Stretcher Leveler
Reflective
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4 Contextual Thermal Envelope
phoenix
ASU COLLEGE AVENUE COMMONS TEMPE, ARIZONA
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ASU BLOCK 12
design diaries
december 2012 | page 2
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structural integration Panels are strategically removed or fabricated from perforated material to provide views and daylighting while restricting direct exposure on southern glass. The perforated panels were also used to create semi-transparent railings on the lower level balconies.
ASU COLLEGE AVENUE COMMONS TEMPE, ARIZONA
There are two varieties of metal systems used. The first is interlocking aluminum panels which are 12 inches in width and broken in varying shapes and depths to provide texture and shading to the surface. The second are aluminum composite panels, differentiating the buildings core functions. Windows on the north are kept narrow in width and protected from early morning or late evening summer sun with 12 inch deep vertical aluminum fins on either side of the window.
1. Scrim at panel joint & typical section 2. Scrim connection to building at corner 3. Coping cap at scrim 4. Building elevation showing scrim layout 6. Section thru full-height truss
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5. Workers fastening spaceframe to structural plates
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1. A set of cranes install the trusses 2. Lifts are used to attach the scrim pieces 3. Intermediate tube steel is set between trusses 4. Looking upwards through the trusses 5. Corner conditions showing six scrim profiles
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ASU COLLEGE AVENUE COMMONS TEMPE, ARIZONA
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ASU COLLEGE AVENUE COMMONS TEMPE, ARIZONA
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PROGRAM: Community Marker
CONTRACTOR: The Weitz Company
OFFICE: Phoenix
subcONTRACTOR: Bell Steel
MELROSE GATEWAY MONUMENT PHOENIX, ARIZONA
CLIENT: City of Phoenix
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LOCATION: Phoenix, Arizona
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1. Panel A shop drawing cut file 2. Panel B shop drawing cut file 3. Panel C shop drawing cut file 4. Panel D shop drawing cut file 5. Elevation describing panel placement 2
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6. Cut panels before attachement on to frame
Fabrication & installation
The design consists of 18 panel types based on a 6 ft by 6 ft proportional module. A total of 100 panels arrayed at a progressive scale were mechanically fastened to the primary truss member and adjusted in the shop for dimensional accuracy and alignment prior to erection. Each panel was designed with a 45 degree miter-cut at each edge, detailed to seamlessly emulate a taut corner condition. The rusted finish panels wrap the outer surface of the structure while the inside surface is a blackened steel plate finish creating three-dimensional depth to the monument.
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MELROSE GATEWAY MONUMENT PHOENIX, ARIZONA
The Melrose Gateway monument was designed with an abstracted organic pattern made of more than 175,000 plasma cuts in half inch steel plates. Altogether the truss and panels weigh approximately 43,000 pounds, with each column weighing 9,800 pounds. The project used state-of-the-art plasma cutting technology linked to the team’s Revit model to cut the intricate steel panels continuously, 24 hours a day for two weeks.
assembly & erection The location of the monument came with inherent challenges for construction. The job site was in the middle of a busy six-lane street presenting constraints for working hours, deliveries, storage, public safety, and unknown conditions below the street surface. Structures adjacent to the project site constrained the movement of the cranes. A daily lift plan was created and included detailed crane locations with confirmation of conditions below the street’s surface, as well as specific rigging required and maximum allowable radius of the cranes. Because the operation was planned to take place overnight, special high-powered lights were integrated into the plan. Transportation to the site was challenging as primary street closures were orchestrated directly from the fabrication facility 25 miles away. Three flatbed trailers were used to deliver two columns and the long span truss structure to the job site. The preassembled truss was lifted with two cranes and carefully turned 90 degrees to the perpendicular orientation to the street and set on the columns for permanent connection. The actual installation took only two hours, successfully completing the operation in a single night.
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1. Exploded diagram of on-site assembly 2. Steel panel after plasma cut 3. On-site assemblly of panels onto structure
MELROSE GATEWAY MONUMENT PHOENIX, ARIZONA
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5. Roadway closed while final connections are made
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4. Crane lifting archway into place 4
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MELROSE GATEWAY MONUMENT PHOENIX, ARIZONA
CLIENT: NBCUniversal
PROGRAM: Broadcast Center
CONTRACTOR: C.W. Driver
OFFICE: Los Angeles
subcONTRACTOR: Walters & Wolf
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LOCATION: Los Angeles, California
CONTEXT The Brokaw News Center is a reposition project consisting of a set of twin buildings on the NBC-Universal Lot at Studio City. Constructed in the 60’s and 70’s for Technicolor, the two buildings were clad in back painted, non-vision glass due to film processing requirements of the time, which resulted in interiors that were devoid of daylight and views. With the departure of Technicolor, NBCUniversal transformed the former film processing facility into a 24/7 broadcast center, incorporating the latest technologies to create a world-class home of journalism and digital content production. The primary objective of the new design was to reinforce connectivity of the broadcast center within the campus, both visually and physically. This was achieved by strategically opening the exterior façade to natural daylight and exterior views.
1. Existing 1960’s building prior to repositioning 2. Technicolor interior during demolition 3. Solar analysis studies 4. Concrete moment frame after facade demolition
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No Screens Screens Screens with with 2x4 inch 2x4 inch baguettes baguettes
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No Screens No Screens
Screens Screens with with 2x4 inch 2x4 inch baguettes baguettes
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BROKAW NEWS CENTER LOS ANGELES, CALIFORNIA
Daylighting Daylighting - West - West Building Building Level Level 3 3
Preliminary Preliminary solar calculations solar calculations are for ea
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MATERIALIZATION Terracotta was selected as the primary facade finish not only for its durability and ease of maintenance, but also for its warm earthen feel and crafted precision. As a rainscreen system, the terracotta wall panels are open joint and sectionally ship-lapped to shield the structural wall from wind driven rain and positively ventilate the air space behind to avoid mold and mildew.
On the south and west facades, the sunscreens are supported by painted AESS (architecturally exposed structural steel) frames that are pulled away from the faรงade to create shaded porches. On the east faรงade, where solar incidence was least impactful, the sunscreens are integrated into the aluminum window framing systems and sit flush to the terracotta wall panels. 1. Shop drawing detail of terracotta baguette 2. Installation of ship-lapped terracotta panels
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BROKAW NEWS CENTER LOS ANGELES, CALIFORNIA
The sunscreens are composed of terracotta baguettes that are 2x4 inches in profile and 18 inches on-center, a size and density that was determined through sun studies for the most effective yet economical coverage. The sunscreens not only shade the faรงade from solar incidence to reduce cooling loads, but also reduce glare at the interiors.
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1. Terracotta baguette porch during construction 2. South elevation & courtyard during construction 3. Terracotta panels ready to install 4. Terracotta panel installation clips 5. Intergrated baguette system at southeast corner
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BROKAW NEWS CENTER LOS ANGELES, CALIFORNIA
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REALIZATION
To accomplish this, the steel and façade subcontractors took great care in coordinating the location and leveling of the sunscreen’s structural frames to perfectly align with the rigorous, yet unrelenting grid of the terracotta wall panels that were being custom-manufactured and shipped from Germany and would not be installed until months later.
1. Terracotta paneling with cast shadow of baguette 2. Looking east from raised courtyard 3. Baguette framing at southwest corner 4. Bay window & terracotta baguette system
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BROKAW NEWS CENTER LOS ANGELES, CALIFORNIA
Given the variety of trades involved in these exterior façade elements, the sequencing of work was a critical aspect to achieving the desired precision. While the sunscreen’s terracotta baguettes would be the last elements installed, the steel frames that supported the sunscreens had to first tie to the existing concrete superstructure. This hsd to occur prior even to the framing of exterior walls, installation of the moisture barrier, and hanging of the finish terracotta wall cladding.
101 BROKAW NEWS CENTER LOS ANGELES, CALIFORNIA
EDITORIAL TEAM Editorial team
Shawn Gehle
Eunsung Jee
Heidi Hampton
Robert Garlipp
Hua Ping Wang
Wilson Diaz
Douglas Peters
Paul San Gemino
Haley Coughlin
Richard Lee
Jon Garcia
Liz Sempert 103
Nic Pappas
Jackson Hole Airport
Amy Huber, Brent Mather, Phil McCurdy, Jonas Philipsen, Amy Siegel, Brad Van Arsdale, Eric Vossman
Vistamar High School
Suhoon Bae, Heidi Hampton, David Herjeczki, Charrisse Johnston, Hae-Sun Kim , Nathan Kim, Ben McAlister, Tam Tran, Evangalique Zhao
Denver int. airport Canopy
Garo Balmanoukian, John Circenis, Brian Fraumeni, Vic Froglia, Alexandre Garrison, Kristen George, Adam Gumowski, Jeff Hall, Tom Ito, Mike Janas, Bob Marcussen, Kap Malik, Brent Mather, Michael Maugel, Jonas Phillipsen, Kyle Schraeder, Morgan Weiner, Elizabeth Wendell, Warwick Wicksman, Michael Yeager
grand hyatt incheon
Garo Balmanoukian, Hogan Chun, Ryan Davis, Brian Fraumeni, Robert Garlipp, Kristen George, Adam Gumowski, Tom Ito, Mike Janas, Fong Liu, Kap Malik, Marisol Mejia, Steven Upchurch, Warwick Wicksman
M Building
Joanne Chan, Sarah Gibbons, Lindsay Green, Arpy Hatzikian, Jenny Ogasawara, Philippe Pare, Shawn Shin, Hubert Tu, Mirko Wanders
Hyundai Motors America hq & tech
John Adams, Suhoon Bae, Marc Cucco, Yanina Diaz, Fernando Flores, Lutzie Francisco, Robert Garlipp, Ryan Gobuty, Jenny Huang, Nate Jakus, Hae-Sun Kim, Mika Kim, Vincent Lai, Valentin Lieu, Matthew Miller, Philippe Pare, Jillian Rubbert, Cassie Sanchez, Ryan Spruston, James Schrader, Audrey Vuong, Gene Watanabe, Serena Winner, Audrey Wu, Sung-Ze Yi, Evangelique Zhao
ASU College avenue commons
Marty Borko, Kai Ekbundit, David Glove, Beth Harmon-Vaughan, Robert Himmelberge, Melissa Holm, Kyle Houston, Julie Hutchison, Patrick Magness, Luis Cruz-Martinez, Katie O’Donnell, Stefan Richter, Jay Silverberg, Mike Stanley, Erik Von Gundlach,
Melrose Gateway Monument brokaw news center
Kai Ekbundit, Kyle Houston, Patrick Magness, Luis Cruz-Martinez, Jay Silverberg, Mike Stanley, Erik Von Gundlach John Adams, Kerry Bogus, Nicholas Christopher, Chris Coldoff, Wyatt Frantom, Melvin Guieb, Eunsung Jee, James Lee, Gabriell Murphy, Amanda Salud, Olivier Sommerhalder, John Wiedner