ARBORIA LIBRARY MINH TRAN
TABLE OF CONTENTS
DESIGNING ARBORIA LIBRARY OCULUS CITY MASTER PLAN PROGRAM SCHEMATIC DESIGN DESIGN DEVELOPMENT FINAL DRAWINGS
ILLUSTRATIONS
PROJECT NARRATIVE........................................................................ 04 - 05
SITE DOCUMENTATION......................................................................06-07 URBAN DESIGN RESEARCH............................................................... 08-09 SITE RESEARCH....................................................................................10-11 CODE RESEARCH...............................................................................12 BUILDING PROGRAM.........................................................................13 COST ANALYSIS...................................................................................13 SPECIFICATIONS.................................................................................14-15 PROCESS SKETCHES............................................................................16 SCHEMATIC DRAWINGS.....................................................................17 DESIGN DEVELOPMENT PROCESS....................................................18 FALL 2014 RENDERING.......................................................................19 SITE PLAN............................................................................................20 PLANS................................................................................................. 21-24 BUILDING SECTIONS.......................................................................... 25 BUILDING ELEVATIONS...................................................................... 26-27 STRUCTURAL & MECHANICAL PLANS.............................................. 28-34 WALL SECTIONS................................................................................. 35 WALL TYPES AND DETAILSLS..............................................................36-37 3D COMPREHENSIVE MODEL............................................................38-39 FINAL RENDERINGS............................................................................40-41
04 06 13 16 18 20 38
4
The year was 2040 and south Norman was ravaged by a storm of tornadoes, destroying nearly all of the University of Oklahoma’s south campus.
To rebuild this community, University of Oklahoma president David Boren Jr. began to look at a new master plan to rebuild the community for 2050, named Oculus City.
The master plan aims to create a vision for the next 25 years that would enrich the legacy of the campus while creating a physical environment that is equal of the academic environment.
The process of creating the master plan of Oculus City began with a series of urban mappings for the current site that organizes information of the existing and past conditions.
PROJECT NARRATIVE
The result is a well-designed master plan that emphasizes the human scale to generate healthy streets that will support local business owners and keep the people of Norman connected.
Located in the center of Oculus city is the Iris Complex, a great example of one of the central hubs that promote community connectivity through the use of mixed-use development, public buildings, and sustainable landscape design.
The complex is constructed in four phases, with the final phase being the construction of a new mixed-use building to be used as housing and a community hub for the students of the University of Oklahoma.
Completing the Iris Complex, at the intersection of Millennial Curve and Axis Avenue; this is where Arboria Library stands.
PROJECT NARRATIVE
5
Lincoln County
Oklahoma
ad
ilro
Ra
Chautauqua Ave.
Lindsey St.
Highway 9
Norman
The Site The site is in Norman, Oklahoma and is bounded on the North by Lindset St, the west by Chautauqua Ave., the east by the railroad and the Jimmie Austin OU Golf Course, and the south by Highway 9.
6
SITE DOCUMENTATION
Zone Map
Transportation Map
Contour Map
Context Analysis
Systems Analysis
Tectonic Perception
The large site is divided into 6 zones; above are some examples of the urban mapping and analysis for zone number 4.
SITE DOCUMENTATION
7
Tram line
Pedestrian Walkway
1. North Quad 2. Goff Chapel 3. Baseball Field 4. Communication Tower 5. Football Stadium
6. Outdoor Theater 7. Hotel and Conference Center 8. Sports Complex 9. Mutimodal Transportation Center 10. South Quad
In operation ‘Oculus City,’ the new football stadium is placed in the eastern corner of campus. The Multimodal Transportation Center sits directly to the southwest of the stadium, functioning as the main source of transportation throughout Norman. With the increase of gas prices, the desired need of the car has nearly diminished; the majority of the population relies on walking, bicycles and the integrated tramline.
OCULUS CITY MASTER PLAN
8
URBAN DESIGN RESEARCH
The center of the city acts as a town square; walking paths are bordered with multi-use buildings that include local shops and restaurants on the first floor, and housing above. The main pedestrian walkway, Millennial Curve, passes through the entire site, from the park space to the north, curving through the dense multi-use complex and terminating in a park space at the entrance to the football stadium. This densification emphasizes the human scale to generate healthy streets that will support local business owners and keep the people of Norman connected.
Integrated Tram line and Sidewalk
Pedestrian Walkway
Park overpass
Anticipation of Space
URBAN DESIGN RESEARCH
9
IRIS COMPLEX
OCULUS CITY MASTER PLAN
LANDSCAPE PLAN & PEDESTRIAN FLOW
Located in the center of Oculus city is the Iris Complex, a great example of one of the central hubs that promote community connectivity through the use of mixed-use development, public buildings, and sustainable landscape design. This complex also connects Millennial Curve, the city’s main pedestrian walkway, and Axis Avenue, the central street of the city.
10 SITE RESEARCH
IRIS COMPLEX PERSPECTIVE VIEW
Following Oculus City Master Plan, the complex is constructed in four phases. Core buildings comprised of offices and public use buildings such as shopping centers are to be built in phase 1.
During phase 2, new additions and expansions are to be built as mixeduse developments to house the people of Oculus City.
In order to unify the complex, skybridges are designed to connect the different buildings on site in phase 3.
The final phase is the construction of a new mixed-use building to be used as housing and a community hub for the students of the University of Oklahoma.
IRIS COMPLEX ISOMETRIC VIEW
SITE RESEARCH
11
1. PROJECT LOCATION 1516 AXIS AVENUE OCULUS CITY NORMAN, OKLAHOMA 73072
2. APPLICABLE CODES AND ORDINANCES A. BUILDING CODES: 2009 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL FIRE CODE (IFC) B. ACCESSIBILITY: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA)
3. OCCUPANCY TYPE
IBC 303.1 ASSEMBLY GROUP A-3 LIBRARY IBC 310.1 RESIDENTIAL GROUP R-2 APARTMENT HOUSES
12
CODE RESEARCH
4. CONSTRUCTION TYPE
NON-SEPARATED USE GROUPS | TYPE 1B (PER IBC) 2 HR. EXTERIOR WALLS 2 HR. STRUCTURAL FRAME 2 HR. CEILING/FLOOR SEPARATION 1 HR. CEILING/ROOF ASSEMBLY
5. BUILDING AREA AND HEIGHT ALLOWABLE ALLOWABLE:* BUILDING AREAS, PER FLOOR: UNLIMITED BUILDING HEIGHTS: 11 STORIES / 160 FEET, “A-3” 11 STORIES / 160 FEET, “R-2” DESIGNED: BUILDING AREAS, PER FLOOR: 6,265 GSF (LARGEST FLOOR) 6 STORIES / (90 FEET)
DESCRIPTION LIBRARY LIBRARY LOBBY RESIDENTIAL LOBBY CIRCULATION DESK CIRCULATION WORK AREA TECHNICAL SERVICES DELIVERY/STORAGE CHILDREN’S AREA PERIODICALS NON-PRINT MEDIA READING ROOM FICTION/NON-FICTION REFERENCE DESK TECHNOLOGY GARDEN MULTIPURPOSE ROOM ADMINISTRATION JANITOR’S CLOSET PUBLIC RESTROOM MECHANICAL ROOM
HOUSING
CONDO 1 (3 BED ROOM) CONDO 2 (2 BED ROOM) CONDO 3 (1 BED ROOM) CONDO 4 (2 BED ROOM) CONDO 5 (3 BED ROOM) CONDO 6 (2 BED ROOM) CONDO 7 (1 BED ROOM) CONDO 8 (2 BED ROOM)
SQUARE FOOTAGE PROGRAMMED
SQUARE FOOTAGE DESIGNED
SQUARE FOOT PER PERSON
# OF OCCUPANTS
COST
1200 250 225 450 900 600 850 400 500 1200 1100 300 900 1100 700 50(4) 200(4) 250(4)
1197 270 200 400 955 684 842 438 504 1320 1115 295 842 1113 680 44(4) 215(4) 338(4)
15 15 50 100 100 300 20 50 50 50 100 50 15 15 100 N/A N/A 300
80 18 4 4 9 2 42 9 10 26 11 6 56 15 7 N/A N/A 1
$611,250 $565,000 $520,000 $538,750 $590,000 $566,250 $580,625 $541,250 $547,500 $623,125 $604,375 $528,750 $580,625 $604,375 $565,000 $518,125 $581,250 $626,250
1300 1000 800 1000 1300 1000 800 1000
1302 1033 813 1104 1302 1033 813 1104
200 200 200 200 200 200 200 200
7 5 4 6 7 5 4 6
$884,375 $640,625 $618,750 $648,750 $884,375 $640,625 $618,750 $648,750
TOTAL: 25% CONTRACTOR FEE 11% ARCHITECT FEE TOTAL BUILDING COST
$15,877,500 $3,969,375 $1,746,525 21,593,400
PROGRAM AND COST ANALYSIS
13
ALPHATON TERRACOTTA RAINSCREEN FACADE SYSTEM
SECTION 07425 TERRACOTTA RAINSCREEN CLADDING (ALPHATON® Gen06 System)
PART 1 GENERAL 1.1 SECTION INCLUDES
A. Terracotta panel rainscreen system including the following: 1. Aluminum clip and sub-girt system. 2. Extruded double-leaf (terracotta) clay panels. 3. Flashing, weather-seals, cover plates and decorative metal trim. 4. Miscellaneous anchors, fasteners, adhesives, insulation, vapor barrier, sealants, and related accessories. 1.2
RELATED SECTIONS
A. B. C. D. E. F. G. H. I. J.
Section 05020 - Structural Metal Framing. Section 05400 - Cold Formed Metal Framing. Section 05500 - Metal Fabrications. Section 06100 - Rough Carpentry. Section 07100 - Dampproofing and Waterproofing. Section 07210 – Building Insulation Section 07260 - Vapor Retarders. Section 07270 - Air Barriers. Section 07600 - Flashing and Sheet Metal. Section 07900 - Joint Sealers.
PART 2 PRODUCTS 2.1 TERRACOTTA CLAY PANEL RAINSCREEN SYSTEMS
1. ALPHATON GEN. 06 terra cotta PANEL 2. Spacer 3. Terra cotta fastening aluminum clip 4. Horizontal substructure aluminum extrusion 5. Continuous aluminum angle 6. Non-continuous aluminum angle
14
SPECIFICATIONS
A. Exterior Wall Systems: ALPHATON® Terracotta Rainscreen Cladding as manufactured by Shildan, Inc. 1. Construction: Double leaf clay (terra-cotta) panel shapes. 2. Panel Thickness: 1-3/8 inch (30 mm) thickness. 3. Size and Configuration: As indicated on the Drawings. 4. Panel Type: Standard. 5. Finish: Polished. 6. Finish: Brushed. 2.2 MATERIALS A. Double-leaf (30mm) Terracotta Panel Units: 1. Pigmentation: Integral, surface applied color not acceptable. 2. Tolerances for Terracotta Panels: a. Length (axis) 150 to 1500 mm: Tolerance +/- 1 mm b. Height (axis) 150 to 400 mm: Tolerance +/- 1.2% c. Thickness 30 mm: Tolerance +/- 2.0 mm. d. Longitudinal Bending (in direction of holes): Tolerance +/- 0.7% of length. e. Transverse Bending Across Holes: Tolerance +/- 1.0% of height. f. Wing Spacing (height of gap at four-point-measurement): Tolerance +/-0.7% of length + height. g. Edge Bending (bend in tile level): Tolerance +/- 0.5% of length of edge.
h. Angle Difference (left/right of cut ends of tile in direction of holes): Tolerance 90 degrees +/- 0.3%, or 0.5 mm in 100 mm. 3. Terracotta panels to meet following requirements: a. Water Absorption: Test according to ASTM C 1167 using 24-hour submersion (separate sets of specimens, minimum 5 specimens each).Absorption by submersion shall not be less than 4 percent or exceed 7 percent average, 8 percent individual specimen. b. Freeze/Thaw: Test according to ASTM C 1167 for 200 cycles. No specimen shall crack, crumble or fracture. c. Efflorescence: Test according to ASTM C 1167. Minimum 10 specimens. d. Specimens to be rated “non-efflorescence”. B. Fasteners, Clips, and Anchor Channels: 1. Supplied in accordance with manufacturer’s recommendations to meet load requirements specified. 2. All fasteners must be stainless steel groups 1, 2 or 3 as designated by the structural calculations. C. Spacers: 1. Supplied and installed in accordance with manufacturer’s recommendations. D. Nonferrous Metals: 1. Aluminum Plate and Sheet: ASTM B 209 (ASTM B 209M), Alloy 6061-T6. 2. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063-T6. E. Accessories: Corrosion resistant type capable of supporting cladding system and superimposed design loads; design to allow adjustments of system prior to being permanently fastened in place. F. Finishes, General: 1. Comply with NAAMM’s “Metal Finishes Manual for Architectural and metal Products” for recommendations for applying and designating finishes. 2. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. G. Aluminum Finishes: 1. The aluminum support system shall have mill finish. 2. All concealed support system components shall be mill finished unless otherwise specified on the drawings. H. Bituminous Paint: Cold-applied mastic, SSPC Paint 12, compounded for 30 mil thickness per coat. I. Support System; Fastening Method: A complete, pre-engineered aluminum clip and sub-girt system, complying with the following requirements: 1. The panels are fastened at head grooves and base channels using aluminum clips. 2. The aluminum clips must be fastened to aluminum sub-frame in order to maintain an accurate gap. 3. Panels must be capable of easy and fast assembly. 4. The replacement of damaged panels, particularly in the middle sections, must be possible using simple methods and should not require special tools. 5. Under no circumstances shall it be possible to remove individual panels unless they are first destroyed.
PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Examine the area, substrates, structural supports, and adjoining construction to receive terracotta panel rainscreen system work and verify: 1. Dimensions of supporting structure by accurate field measurements so that terracotta panel rainscreen system work will be accurately fitted to the struTcture. 2. Verify dimensions found to be different than shown, including specified tolerances. 3. Correctness of backing, support, and tolerance conditions. 4. That framework is secure and properly aligned and prepared to receive composite panel work. 5. Absence of defects that would adversely affect installation. 3.2 INSTALLATION A. Install anchor channels and clips as indicated and in accordance with manufacturer’s instructions. 1. Install sufficient anchorage devices to securely and rigidly fasten system to building. Fasteners to be concealed. 2. Provide anchors to be installed in other work, and setting details, in time for proper installation by trades concerned; verify correct placement. 3. Install terracotta panel units on mounting clips. 4. Assemble and anchor various components to allow for expansion and contraction, maintaining watertight condition. 5. Ensure assembly is plumb, level and free of warp or twist; maintain dimensional tolerances and alignment with adjacent work. 6. Allow moisture entering joints and condensation occurring within cavity to drain to exterior. a. Design drainage system to hold maximum anticipated moisture for 100 year rain cycle without overflowing. 7. Apply coat of bituminous paint on concealed aluminum surfaces to be in contact with steel, cementitious, or dissimilar materials. 8. Set panels in bond pattern indicated on drawings. 3.3 CLEANING AND PROTECTION A. Cleaning: 1. Clean soiled surfaces using materials which will not harm clay panel units or adjacent materials. 2. Consult clay panel manufacturer to acceptable cleaners. Use non- metallic tools in cleaning operations. 3. Upon completion of installation, remove protective coatings or coverings and clean aluminum surfaces, exercising care to avoid damage of finish. 4. Remove excess sealant compounds, dirt or other foreign substances. 5. Remove and replace clay panel units that are broken, chipped, cracked, abraded or damaged during construction period. Reinstall in accordance with manufacturer’s instructions. B. Protect installed products until completion of project. C. Touch-up, repair or replace damaged products before Substantial Completion.
SPECIFICATIONS
15
Adjacent Buildings Context
Floors Abstract Circulation
First Floor Context
Tree of Wisdom Concept
West Elevation Pedestrian Flow
Site Context
16
PROCESS SKETCHES
South Facade
Perspective
SCHEMATIC DRAWING
17
18
DESIGN DEVELOPMENT PROCESS
FALL 2014 FINAL RENDERING
19
20 SITE PLAN
0’ 10’ 20’
40’
80’
N
FIRST FLOOR
N
0’ 4’ 8’
16’
32’
SECOND FLOOR
FLOOR PLANS
21
THIRD FLOOR
22 FLOOR PLANS
FOURTH FLOOR
0’ 4’ 8’
16’
32’
N
FIFTH FLOOR
N
0’ 4’ 8’
16’
32’
SIXTH FLOOR
FLOOR PLANS 23
SIXTH FLOOR REFLECTED CEILING PLAN
24 REFLECTED CEILING AND ROOF PLAN
ROOF PLAN 0’ 4’ 8’
16’
32’
N
0’ 6’ 12’
24’
48’
BUILDING SECTION 25
NORTH
26 BUILDING ELEVATIONS
EAST
0’ 4’ 8’
16’
32’
SOUTH
0’ 4’ 8’
16’
WEST
32’
BUILDING ELEVATIONS 27
FOUNDATION
N
SPREAD FOOTING DETAIL SCALE: 1/2” = 1’0”
0’ 4’ 8’
16’
28 STRUCTURAL PLANS
32’
FIRST FLOOR
N
0’ 4’ 8’
16’
32’
SECOND FLOOR
STRUCTURAL PLANS 29
THIRD FLOOR
30 STRUCTURAL PLANS
FOURTH FLOOR
0’ 4’ 8’
16’
32’
N
FIFTH FLOOR
N
0’ 4’ 8’
16’
32’
SIXTH FLOOR
STRUCTURAL PLANS
31
FIRST FLOOR
32 MECHANICAL PLANS
SECOND FLOOR
0’ 4’ 8’
16’
32’
N
THIRD FLOOR
N
0’ 4’ 8’
16’
32’
FOURTH FLOOR
MECHANICAL PLANS 33
FIFTH FLOOR
34 MECHANICAL PLANS
SIXTH FLOOR
0’ 4’ 8’
16’
32’
N
0’ 4’ 8’
16’
32’
WALL SECTIONS 35
TERMINATION DETAIL AT ROOF LEVEL
TERMINATION DETAIL AT SOFFIT
HEAD DETAIL WITH FLASHING
TYPICAL WALL DETAIL WITH DEFLECTION JOINT
METAL SILL DETAIL
TERMINATION DETAIL AT GRADE FLUSH WITH BASE
36 WALL DETAILS
SCALE: 1/2” = 1’0”
WT.1 - Shildan Alphaton Gen 06
WT.3 - USG - U445 1 hr 5 1/2” DUROCK
SCALE: 1/2” = 1’0”
WT.2 - USG - V446 2 hr 10 1/2”
WT.4 - USG - U415 2 hr System F 6” STC 58
WALL TYPES 37
38 3D COMPREHENSIVE MODEL
INTERIOR RENDERING
EXTERIOR RENDERING
SITE SECTION
FINAL RENDERINGS 39
@thegentleminh