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J.H. Engineering. Shaw Group. Project Manager: Josh Hinkle Prepared for; Fran Lemieux. Scope. Design a residential subdivision Design a three story office building Create a cost estimate Create a construction schedule Provide a quality control plan. Site Location. - PowerPoint PPT Presentation
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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 [email protected]
(239)-634-4656