CONSTRUCTION DRAWING PROJECT
JORDAN DAVIS PROFESSOR BRIANE WISHNE CONSTRUCTION TECHNOLOGY II ARCH 341 WINTER 2013
CDP TABLE OF CONTENTS
PAGE A03 PAGE A04 PAGE A05 PAGE A06 PAGE A07
SCHEMATICS STRUCTURE ELEVATION DEVELOPMENT DETAILS COST ANALYSIS
A02
1” = 100’
SITE PLAN
CONGRESS ST. ELEVATION
STRUCTURE
1/32” = 1’0”
FLOOR PLAN I
JEFFERSON ST. ELEVATION
ENCLOSURE
CDP I: SCHEMATIC DESIGN
AERIAL VIEW
1/32” = 1’0”
FLOOR PLAN II
1/32” = 1’0”
STREET VIEW I
1/32” = 1’0”
FLOOR PLAN III
1/32” = 1’0”
1/32” = 1’0”
SCHEMTAIC SECTION
STREET VIEW II
A03
FOUNDATION PLAN
1/32” = 1’0”
STRUCTURAL PLAN I 1/32” = 1’0”
STRUCTURAL PLAN II
1/32” = 1’0”
STRUCTURAL PLAN III 1/32” = 1’0”
FRAMING PLAN II
1/32” = 1’0”
Concrete Columns connect to a rgid connected 12x26 wide flange on the long axis of the building. All connections are interior bearing to reduce ceiling space. The short axis are made up of 1’ deep bar joist to match the wide flanges. These are also interior bearingto reduce ceiling depth. The rest of the short axis support system is made up of smaller 4” double angled steel supports. These support a precast plank floor system and still allow enough ceiling space for mechanical and electrical equipment.
The
ceiling
system will be concealed grid suspension system that are hidden with kerfs cut into the edges of the acoustical tiles.
The
walls will be majorly
made up of an aluminum curtain system with an
TRANSVERSE SECTION
1/16” = 1’0”
LONGITUDINAL SECTION
1/16” = 1’0”
embedded grid of insulated temperature glass panel assembly.
CDP II: STRUCTURE
A04
w-flange suport system
spandrel glass
aluminum mullion system
insulated glass panel
CONGRESS ST. ELEVATION
1/16” = 1’0”
precast plank floor
1’ bar joist system
suspended acoustical tile ceiling
JEFFERSON ST. ELEVATION
Concrete Columns
1/16” = 1’0”
12x26 wide flange on the long axis of the building. All connections are interior bearing to reduce ceiling space. The short axis are made up of 1’ deep bar joist to match the wide flanges. These are also interior bearingto reduce ceiling depth. The rest of the short axis support system is made up of smaller 4” double angled steel supports. These support a precast plank floor system and still allow enough ceiling space for mechanical and electrical equipment. The ceiling system will be concealed grid suspension system that are hidden with kerfs cut into the edges of the acoustical tiles. The walls will connect to a rgid connected
fixed window w/ temperate glass
be majorly made up of an aluminum curtain system with an embedded grid of insulated temperature glass panel
sill plate
assembly.
PART OF JEFFERSON ST. ELEVATION 1/4” = 1’0”
CDP III: ELEVATION/SECTION DEVELOPMENT
PART OF JEFFERSON ST. SECTION 1/4” = 1’0”
1’ thick concrete footing
A05
PART OF JEFFERSON ST. ELEVATION 1/4” = 1’0”
PART OF JEFFERSON ST. SECTION 1/4” = 1’0”
CDP IV: ENCLOSURE SYSTEM AND DETAIL
A06
STREET VIEW I
AERIAL VIEW
The
building is a simple design using a basic post/beam system.
The
building will house a small retail store on the first floor
and office spaces on the second and third floor.
The building itself is located on the corner of Jefferson St. and Congress Savannah, Ga. The building construction system will be constructed as follows. Concrete Columns connect to a rgid connected 12x26 wide flange on the long axis of the building. All connections are interior bearing to reduce ceiling space. The short axis are made up of 1’ deep bar joist to match the wide flanges. These are also interior bearingto reduce ceiling depth. The rest of the short axis support system is made up of smaller 4� double angled steel supports. These support a precast plank floor system and still allow enoutgh ceiling space for mechanical and electrical equipment. The ceiling system will be concealed grid suspension system that are hidden with kerfs cut into the edges of the acoustical tiles. The walls will be majorly made up of an aluminum curtain system with an embedded grid of insulated temperature glass panel assembly. The building will have no interior spaces besides the bathrooms and stairwell shafts. Teh office will be designed by the client that inhabits the spaces. The design is to maximize sunlight and views into the building for passing pedestrians. St.
in
STREET VIEW II COST ESTIMATE
% OF TOTAL
TOTAL
COST PER SF
COST
$125.53
$2,510,500
CONTRACTOR FEES
25%
$31.38
$627,625
ARCHITECTURAL FEES
6%
$7.53
$150,630
USER FEES
0%
$0
$0
$164.44
$3,288,755
TOTAL COST COST ANALYSIS
CDP: V BUILDING COST ANALYSIS
A07