CONSTRUCTION DRAWING PROJECT

JORDAN DAVISPROFESSOR BRIANE WISHNE

CONSTRUCTION TECHNOLOGY IIARCH 341 WINTER 2013

A02CDP TABLE OF CONTENTS

PAGE A03 SCHEMATICSPAGE A04 STRUCTUREPAGE A05 ELEVATION DEVELOPMENTPAGE A06 DETAILSPAGE A07 COST ANALYSIS

A03CDP I: SCHEMATIC DESIGN

SITE PLANFLOOR PLAN I FLOOR PLAN II FLOOR PLAN III

CONGRESS ST. ELEVATION JEFFERSON ST. ELEVATION SCHEMTAIC SECTION

STRUCTURE ENCLOSURE AERIAL VIEW STREET VIEW I STREET VIEW II

1/32” = 1’0” 1/32” = 1’0” 1/32” = 1’0”1” = 100’

1/32” = 1’0” 1/32” = 1’0” 1/32” = 1’0”

A04CDP II: STRUCTURE

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 embedded grid of insulated temperature glass panel assembly.

FOUNDATION PLAN STRUCTURAL PLAN IISTRUCTURAL PLAN I STRUCTURAL PLAN III 1/32” = 1’0” FRAMING PLAN II

TRANSVERSE SECTION LONGITUDINAL SECTION

1/32” = 1’0” 1/32” = 1’0” 1/32” = 1’0” 1/32” = 1’0”

1/16” = 1’0” 1/16” = 1’0”

A05CDP III: ELEVATION/SECTION DEVELOPMENT

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 embedded grid of insulated temperature glass panel assembly.

w-flange suport system

spandrel glass

aluminum mullion system

insulated glass panel

preCast plank floor

1’ bar joist system

suspended aCoustiCal tile Ceiling

fixed window w/ temperate glass

sill plate

1’ thiCk ConCrete footing

FRAMING PLAN II

CONGRESS ST. ELEVATION

JEFFERSON ST. ELEVATION

PART OF JEFFERSON ST. ELEVATIONPART OF JEFFERSON ST. SECTION

1/16” = 1’0”

1/16” = 1’0”

1/4” = 1’0”1/4” = 1’0”

A06CDP IV: ENCLOSURE SYSTEM AND DETAIL

PART OF JEFFERSON ST. ELEVATION PART OF JEFFERSON ST. SECTION

1/4” = 1’0”1/4” = 1’0”

A07CDP: V BUILDING COST ANALYSIS

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 st. in 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.

COST ESTIMATE % OF TOTAL COST PER SF COST

TOTAL $125.53 $2,510,500

CONTRACTOR FEES 25% $31.38 $627,625

ARCHITECTURAL FEES 6% $7.53 $150,630

USER FEES 0% $0 $0

TOTAL COST $164.44 $3,288,755

AERIAL VIEW

STREET VIEW I

STREET VIEW II

COST ANALYSIS