Project Manager: Josh Hinkle

Prepared for; Fran Lemieux

J.H. EngineeringShaw Group

Design a residential subdivision Design a three story office building Create a cost estimate Create a construction schedule Provide a quality control plan

Scope

Site Location

I-95

Pineda Causeway Extension

Brisbane Blvd

– Unincorporated Brevard County, Florida

– Sec 23, Township 26 South, Range 35 East

– Intersection of Pineda Causeway Extension and Brisbane Boulevard

Site Survey

450

FT

Wetlands

Eagles Nest

•Site is 81.46 Acres•Assumed Groundwater Table at 33.50’ NVGD•7.10 Acres of Wetlands•Eagles Nest on Adjacent Site

Site Layout

– 160 lots– Average of 0.25 Acre

lots– 4 Large Ponds– 1 Community Park

West Elevation View

North Elevation View

Additions and Subtractions

Removal of conference rooms on third floor

Addition of a shearwall throughout the

center of the structure.

Realignment of the stairwell on both sides

Substitute proposed arched roof for a

pitched roof

Value Engineering

Designed Structure with repetitive members

Cut down on cost by allowing for bulk purchases

Makes construction go quicker and smoother

Member SelectionMax Moment Max Shear Max Axial Load Governing Load Combination F'b f b F'v f v P P' ʌ allow ʌ Member Size

(kip-ft) (kips) (kips) (ASD) (psi) (psi) (psi) (psi) (lb) (lb) (in) (in)Roof Rafter (R2) 71.9 11.5 23 D+ H +F (Lr or S or R) 1720 1686 212.5 109.6 0 0 1.5 1.07 12x24 DFL Select StructuralRoof Joist (J3) 7.7 1.02 2.04 D+ H +F (Lr or S or R) 2846 2510 225 50.54 0 0 1.5 1.14 4x14 DFL Select StructuralColumn (C7) 0 0 26.7 D+ H +F (Lr or S or R) 0 0 0 0 26734 39184 8x8 DFL Select StructuralDiaphragm 44.3 39.6 75.7 0.6D+ W+ H 19/32 Structural Panel

2nd FloorGirder (G2) 123.4 32.9 65.8 D+ H+ F +L+ T 1376 1192 170 156 0 0 0.75 1.2*10^-4 14x24 DFL Select Structural

Joist (J2) 27.4 3.4 6.8 D+ H+ F +L+ T 1582 1495 170 65 0 0 1.5 9.4*10^-4 6x18 DFL Select StructuralColumn (B10) 0 0 90.6 D+ H+ F +L+ T 0 0 0 0 91716 194362 14x14 DFL Select StructuralHeader (H1) 0.56 0.83 1.7 D+ H+ F +L+ T 1875 912 225 69.45 0 0 0.1375 0.04 4x4 DFL Select StructuralDiaphragm 34.8 33 63.1 0.6D+ W+ H 19/32 Structural Panel

1st FloorGirder(G1) 123.4 32.9 65.8 D+ H+ F +L+ T 1376 1192 170 156 0 0 0.75 1.2*10^-4 14x24 DFL Select StructuralJoist (J1) 27.4 3.4 6.8 D+ H+ F +L+ T 1582 1495 170 65 0 0 1.5 9.4*10^-4 6x18 DFL Select Structural

Column (A22) 0 0 155.6 D+ H+ F +L+ T 0 0 0 0 155617 182639 14x14 DFL Select StructuralHeader (H2) 2.4 2.5 5.1 D+ H+ F +L+ T 2438 1625 225 132.4 0 0 0.1875 0.077 4x6 DFL Select StructuralHeader (H3) 138.1 38.1 76.2 D+ H+ F +L+ T 2000 1896 212.5 170.7 0 0 0.725 0.31 10x24 DFL Select StructuralDiaphragm 60.1 41.6 83.2 0.6D+ W+ H 7.6 2.05 19/32 Structural Panel

Roof

Structural  

Material  

  3556        

14" x 14"Columns 1024 LF $15.67   $16,046.08

8' x 8' Columns 512 LF $7.78 $3,983.36

4" x 14" Joists 2757 LF $4.45   $12,268.65

6" x 18" Joists 5516 LF $6.90   $38,060.40

14" x 24" Girders 637 LF $23.54   $14,994.98

12" x 24" Roof Rafters 1276 LF $12.60   $16,077.60

10' Partitions 50 LF $15.35   $767.50

12' Partitions 50 LF $20.16   $1,008.00

16' Partitions 38310 SF $4.43   $169,713.30

Plywood 1140 EA $21.97 $25,045.80

Wood Nails 8D 100 LBS $3.41   $341.00

10d Floor Nails 50 LBS $1.79   $89.50

10d Roofing Nails 740 EA $27.25   $20,165.00

Joist Hangars 112 EA $107.00   $11,984.00

Column Bases 224 EA $44.50   $9,968.00

 

Sub-total Material   $297,965.67

Structural Cost Estimate

Time2 4 6 8 10 12 14 16

General Design

Planning Preparation Construct Core

Trim Exterior

Demobilize

Interior Design Room Const Interior Finishes

Bury Pharoah

Structure

Site Selection

Master Plan

Open Quarry Cut Blocks Cut Trim

Workforce

Train Train Train

Build Camp

DemobCamp

FinalInsp

Construction Schedule-1

Construction Schedule-2

Pay for:1. Design work2. Change orders3. Building materials

Objectives – to keep final cost at or below the cost baseline to allow for maximum profits.

Budget Plan

Budget Management

Last month

This month

Completed task(s)

Progress Payments

Preparatory inspection – generally a meeting

Pre-inspection – prior to placement or cover-up

Final inspection – after work completed; prior to payment

Quality Control Plan

Design three story office building using all sawn lumber for structural elements.

Create a budget plan in order to maximize profits.

Create construction schedule to keep project running smooth

Implement quality control plan to satisfy the customer

Project Overview

Thank You Shaw Group ,Inc.If there are any questions feel free to contact me at:

Josh Hinklejhinkle2008@my.fit.edu

(239)-634-4656