Museum of Clemson HistoryTo preserve the legacy of Clemson University

Photo by Inspired Vision Studios

Introduction

Frederick PaigeArmen ZadoorianMason SmithChristopher Stubbs

Freeman Mach ConsultingTeam Members

Structural

Site/Transportation

Hydrology/Hydraulics

Construction

Project Scope & Description

Facility:• 25,000 S.F. Enclosed• 2 Floors• Located off Perimeter RD

Exhibition of:• Clemson History• Academic

Accomplishment• Athletics Achievement

Conceptual Model

Project Scope & Description Continued…Purpose• Preservation of Clemson

University’s unique heritageFeatures:• 2,500 S.F. Patio• Rotating Exhibits• Movable PartitionsScope of Work• Architectural & Structural Design• Site & Transportation• Hydraulics & Hydrology• Cost Estimate & Schedule

Summary of Sustainable Features

Primary Features• Passive Design• Recycling of Roof Water• Alternative Transportation Access• Local Labor & MaterialsLEED Certification• Expected Silver Certification

General Transportation and Site

Stacking wet functions Alternative Transportation

Low flow toilets Bicycles

Waterless urinals CAT Bus Access

Occupancy sensors Incentive Parking

Light monitoring system Low emission spaces

Thermostat setback Carpool spaces

  Recycled rubber asphalt

Hydrology and Hydraulics Structural/Architectural

Recycle roof water Passive solar design

Irrigation Recycled building materials

Flush toilets High performance windowsStormwater Pollution Prevention Plan

Fewer divider walls for better HVAC circulation

Social Sustainable Features

Local Materials & Labor Encourage Community Involvement

Building Summary Primary Features • Type II-B Construction (Sprinkled)• Museum Type A (Assembly)• 2 Story Building - 12,500 ft2 on each

floor• 1,400 occupants per floor• Flat Roof With Parapet Walls • Roof Loads : DL-34psf LL-20psf• Floor Loads: DL-75psf LL-100psf • 21’ Minimum length of Shear CMU wall

First Floor Plan

Primary Features• 6 Exits• Open flexible lobby• Multipurpose conference

room• Floating partitions to

allow natural day lighting • Column covering can be

used as directory locations

• 5” Slab on Grade

Second Floor Architectural Plan

Primary Features• 2 Stairwells on east and

west sides with direct exits• Elevator on east and west

sides of building• Floating partitions to allow

natural day lighting • Removable partitions to

accommodate different exhibit types

• Wet functions stacked from previous floors

Floor Framing Plan

Concrete Slab & Decking:4.5” NW Conc. Slab & 1.5C22 Deck

2nd Floor Section Details

Roof Framing Plan

Roof Decking 1.5B22

Roof Section Details

Foundation and Section Details

Site Layout

Site & Parking Design

Parking Lot Details• Parking Demand

• 85 spaces• 3 ADA Spaces• 6 Motorcycle Spaces

• Design Vehicle• Aisle Width – 24 ft• Road Width – 24 ft

• Slope• Sloped in 2 Directions – 2%

Site Details• Building Pad

• Elevation – 800’

• Sidewalks• In front of Building – 9.6ft

wide• To ADA Spaces

• One-Way Wraparound Street• 23 ft wide• Dumpster Pickup• CAT bus stop• Max 4% slope

Additional Site Details

• Pavement Thickness• 6 inch aggregate base• 3 inch asphalt surface layer

• Signage

Earthwork

• Cut and Fill Volumes• Total Cut: 7531.8 Cu. Yd.• Total Fill: 5377.2 Cu. Yd.• Net Cut: 2154.6 Cu. Yd.

• Optimizing Earthwork• Best Building Pad Elevation

• 800’• Slope of Parking Lot

• 2 Directions• Simplified Site Footprint

Site Lighting Plan

• Lighting – 26 lights• 20 Single Direction & 6 Back-to-

backs

Design Requirements

• 2Yr and 10Yr Storm Event • Post-Development peak discharge rate limited to

Pre-Development rate.• All pipes designed to flow as open channels.• Gravity-driven flow only, i.e. no pumps.• No Pipes designed under the building pad. • Water on roof tops should be collected in gutter

and downspout system.• Maximum Spread of 3ft (6-feet is Actual Max

GCSO 6.5.1.7)• Maximum Spacing of 300ft. • Minimum Pipe Slope of 0.5% (GCSO 6.5.1.5)• The minimum fill over on all pipes shall be 1-foot

(GCSO 6.5.1.6)

100Yr Storm Event • Minimum 2ft freeboard required

for stormwater pond.• Pressurized flow in pipes is

acceptable.• Water level in pond must

utilized emergency spillway only during 100Yr event.

Design of stormwater system must follow all guidelines outlined in the Clemson University Master Plan and Greenville County Stormwater Ordinance.

Pre-Development Site Description

• 3.45 acres of good condition maintained grassland• 1.05 acres of wooded area• Highest Elevation: 808ft • Lowest Elevation: 780.67ft (IE)• Existing Catch Basin: 3ftx4ft Open Area: 6ft2 • Soil Classification: Soil Group B Type Pacolet

Pre-Development Basin Delineation

Pre-Development Hydrographs

2Yr Peak Discharge: 4.448 cfs 10Yr Peak Discharge: 10.54 cfs

Post-Development Site Description

• 2.81 acres of good condition maintained grassland• 1.69 acres of impervious cover (roof, road, parking lot,

etc.)• 85-Space Parking Lot• Access road off Newman Rd Ext. • 12,500 square foot roof• 0.119 Acre Stormwater Pond• Existing Catch Basin: 3ftx4ft Open Area: 6ft2 • Soil Classification: Soil Group B Type Pacolet

Post-Development Basin Delineation

Post-Development Drainage System

Summary5 Combination Inlets4 Slotted-Drain Inlets12 RCP Pipes3 PVC Pipes1 Culvert2 Swales1 Stormwater Pond

Post-Development IDEAL Workspace

Post-Development Hydrographs

[Pre] 2Yr Peak Discharge: 4.448 cfs[Post] 2Yr Peak Discharge: 4.246 cfs

[Pre] 10Yr Peak Discharge: 10.54 cfs[Post] 10Yr Peak Discharge: 9.822 cfs

Pipe and Inlet Properties

Maximum Spread = 2.82ft

Stormwater Pond Plan and Elevation View

Construction Cost Estimate Summary

Costs Excluded from Estimate:• Design• Procurement• Noncrucial FurnishingsIncluded:• WBS Items• SFC of MEP

Description Cost

Adjusted for Inflation & Locale $2,713,592

General Conditions [10%] $271,359

Contingency [5%] $135,679

Total Project Cost $3,120,000

Cost / S.F. $125

Construction cost data based on RS Means BCCD & SFC

Construction Cost Estimate BreakdownDivision Cost Percent of Total Cost Cost per SF

03 Concrete $ 96,377.58 2.67% $ 3.86

04 Masonry $ 484,380.00 13.44% $ 19.38

05 Metals $ 511,310.70 14.19% $ 20.45

06 Wood, Plastics, and Composites $ 13,995.79 0.39% $ 0.56

07 Thermal and Moisture Protection $ 145,544.55 4.04% $ 5.82

08 Openings $ 85,876.02 2.38% $ 3.44

09 Finishes $ 340,084.01 9.44% $ 13.60

10 Specialties $ 50,198.54 1.39% $ 2.01

11 Equipment $ 10,792.46 0.30% $ 0.43

12 Furnishings $ 119,411.57 3.31% $ 4.78

14 Conveying Equipment $ 140,082.25 3.89% $ 5.60

21 Fire Suppression $ 101,983.73 2.83% $ 4.08

22 Plumbing $ 99,282.38 2.76% $ 3.97

23 HVAC $ 491,625.00 13.64% $ 19.67

26 Electrical $ 527,994.90 14.65% $ 21.12

31 Earthwork $ 113,039.38 3.14% $ 4.52

32 Exterior Improvements $ 200,730.76 5.57% $ 8.03

33 Utilities $ 70,998.43 1.97% $ 2.84

Breakdown by MasterFormat DivisionSit

e/Tran

sporta

tion

Hydrau

lics/Hyd

rolog

y

Struct

ural/A

rchite

ct...

0.00%5.00%

10.00%15.00%20.00%25.00%30.00%35.00%

9.20%2.96%

32.24%Breakdown by Engineering Discipline

Perc

ent o

f Tot

al C

ost

Construction Schedule

Dec. 10th 2012

284 Working

Days

January 29, 2014

Schedule Workflow

Schedule BreakdownMilestone Schedule Components

Mobilization 5 daysSitework 26 daysRough Utilities 11 daysSubstructure 28 daysFraming 53 daysGet in the Dry 37 daysRough Mechanicals 15 daysExterior Finishing 25 daysInterior Finishing 45 daysFinish Mechanicals 6 daysExterior Components 34 daysLandscaping 8 daysSubstantial Completion 1 dayPunchlist 10 daysDemobilization 5 days

Development• WBS Schedule• Design & Procurement

Activities Excluded• Weekday construction

excluding federal Holidays

Considerations• Weather Delays• Physical Constraints

Schedule Considerations

Concerns• Environmental• Resource Availability• Spatial Constraints

• Many activities running simultaneously in Concert

Comments• Optimistic• Activities prior to Dry-In

define core of critical path

Photo by Fady Habib

Photo by Will Scullin

Special ThanksFreeman Mach would like to thank the following for their assistance:• Capstone Developers• Prof. Csernak• Dr. Sarasua• Dr. Hayter• Mr. Cattano