Construction Development Project

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