Steel Building Apartment- Design and Build Sutton Yanosky ET494 – Dr. Cris Koutsougeras Advisor –Mr. Rode

Steel Building Apartment- Design and

Build Sutton Yanosky

ET494 – Dr. Cris Koutsougeras

Advisor –Mr. Rode

Birds Eye View

New Structures

• As an addition to the high efficiency home build from last semester, the owner has proceeded into the phases of adding 2 additional structures onto their property.

• A steel warehouse, housing 2 full multi-room apartments

• A pool side cabana structure with full kitchen and bathroom.

• Both structures require ground up construction from pre-design phase until project completion.

• This requires working CAD drawings and specifications for each of the structures, a construction schedule, cost estimates, materials lists, necessary structural calculations, etc.

Proposed Poolhouse Floor Plan

Room 1

RM 2

RM 3 RM 4

6'-4"

6'-4"

11' 8'-10" 5'-10"

D

E

B

B

B

6'-4"

AA

AA

AC

CC

C

C

16

'32'

5'-8"

1

1'-6"

6'

Proposed Warehouse Apartments Floor plan

3'-0"

7'-10"

5'-4"

7'-2"9'-158"

9'-10"

10'-8"

11'-418"

11'-378"

12'-0"

8'-4"

BB

100

101 102

103

104

105

106

107108

109

3

3

4

4

3

4

33

1 12

6'-4" 4"

4"

1

3

Wash

Dryer

A A

21'-10"

7'-658"

21'-10"

7'-6"

34'-8"

14'-4"

D

DD

D

D

D

D

D

D

D

9'-10"

D

BB B B

A

A

AA

A

A

D

3

30 Gal 220VWater Heater

30 Gal 220VWater Heater

2

6'-4"

8'-9"

8'-9"10'X7' - 4"

3000PSI patio

D

CC

DD

D

Steel Building with Apartments

• The size of this steel structure will be 60’ X 100’.

• The 2 apartments to be added will be single story housing at least one bedroom, full bathroom full kitchen and dining area and will also be used for storage overhead.

• All load bearing walls for both will be framed using 16 gauge steel studs and joists.

• The picture shows typical cross-section of some of the steel members that will be used.

Steel Warehouse and Apartments

• Structural steel columns, beams, girders and purlins will need to be designed according to the AISC steel construction manual.

• For this structure we used a pre-engineered metal building from Mueller buildings in Baton Rouge, LA.

• Mueller designed this structure in accordance with building codes for St. Tammany parish.

• Cost of material and shipping for the steel structure came in at about $39,000 dollars.

St. Tammany Parish Building Codes

• D = dead load due to the weight of the structural elements and other permanent features supported by the structure, such as permanent partitions.

• L = live load due to occupancy and movable equipment (20psf)

• Lr = live roof load

• W = wind load (110 psf)

• S = snow load

• E = earthquake load

• R = initial rainwater load or ice water load exclusive of the ponding contribution

Design and Build

• The architectural drawings and detail sets were pretty extensive for this build.

• All drawings were completed using AutoCad architectural software.

• These drawings are all proposed drawings. Actual plans will need to be developed and approved by a structural and architectural professional.

Project Estimates• For both structures I was responsible to

complete full project material and cost estimates.

• In addition I was able to contact multiple sub-contractors and supply houses to gather pricing information for trade work.

• This allowed me to price shop and maximize profit margins for the projects.

• These prices allowed me to budget the projects and estimate total cost and gross net and profit estimations.

• These phases were carried out using Microsoft excel and the built it functions in the software.

Warehouse Materials PROJECT COST TOTAL 103724.9

Buildout Profit margin 0.1181018 PROJECT ESTIMATION 115975

PROJECT PROFIT EST. 12250.1

Foundation Quantity Unit Price ($) Total Price($) Labor ($100/hr) Cost Estimation Price ($)2"X8"X16' pine 20 11.83 236.6 6 Foundation Mat. 170002"X6"X16' pine 14 9.15 128.1 6 FoundationLabor 65002"X2"X2' stake (24piece) 4 16 64 2 23500#4 Rebar (20ft piece) 1 7.67 7.67 16#5 Rebar (20 ft piece) 240 11.27 2704.8 166'X6'X10/10 WWM 128 12.96 1658.88 46 mil Visqueen (40'X100'roll) 2 170 340 13000 PSI concrete (yard) 125.5 92 11546 3

Phase total 16686.05 5400

Wall Boarding 0 Labor ($75/hr) Cost Estimation Price ($)1/2"X4'X10' gypsum brd 34 10.45 355.3 8 Wall Material 55001/2"X4'X12' gyspsum brd 123 12.5 1537.5 24 Wall Brd Labor 60001/2"X4'X8' OSB 38 9.65 366.7 16 115004'X10' FRP brd 29 39.2 1136.8 103/4"X4'X8' plywood 48 26.39 1266.72 810' FRP divider strip 22 3.3 72.6 010' FRP outside angle 2 6.5 13 010' FRP end cap 4 3.2 12.8 0Titebond FRP glue (4 gal) 6 48 288 0Subfloor adhesive(28 oz tube) 10 5 50 0


Insulation 0 Labor ($75/hr) Cost Estimation Price ($)R11 batt (16 per bag) 3 54.99 164.97 1.5 Insul Material 3500R13 batt (12 per bag) 18 69.65 1253.7 3.5 Insul Labor 1000R19 batt (8 per bag) 9 82.59 743.31 1.5 4500R38 batt (8 per bag)34.99 40 34.99 1399.6 4

Phase total 3561.58 787.5

Wall Finishing Labor ($100/hr) Cost Estimation Price ($)Sheetrock Finish Mud (box) 20 8.35 167 8 Finish Material 6002" sheetrock tape (250' roll) 8 4.99 39.92 8 Finish Labor 15001-1/4" self tap drywall screw 2 99 198 2100


Paint Labor ($75/hr) Cost Estimation Price ($)Primer (5 gal) 3 42.95 128.85 4 Paint Material 1200Ceiling latex white paint (5gal ) 4 97.85 391.4 8 Paint Labor 2875Wall latex colored paint (5 gal) 4 97.85 391.4 8 4075Trim/door paint (gal) 4 26.47 105.88 8caulk (10.3 oz tube) 14 2.99 41.86 8


Trim/Molding Labor ($85/hr) Cost Estimation Price ($)Interior Door Frames 9 39.97 359.73 2 1250Pre-mitered door casing sets 9 15.97 143.73 2 20006" MDF primed basemold (16' piece) 35 14.4 504 8 3250primed pine base shoe (16' piece) 35 3.39 118.65 8

Phase total 1126.11 1700 Phase Est. Total 48925Phase Mat. Total 27937.47 Phase Profit Est. 3850.03Phase Labor 17137.5Phase total 45074.97

Framing Material Totals Quantity Linear Ft Unit Price ($) Total price ($) Labor Labor cost (100/hr) Cost Est. Price

Warehouse material estimate, cost per unit, total cost, labor cost estimate, price estimate and profit were then all plugged into a combined file like shown to the left.

Warehouse Apts

PROJECT COST

TOTAL$103,724.9

0

Buildout Profit margin 0.1181018

PROJECT ESTIMATION

$ 115,975.00

PROJECT PROFIT EST.

$12,250.10

Cabana Structure Totals

Cabana Totals and Profit

Quantity Unit Price ($) Total price ($) Labor Costs (100 /hr) Cost Estimation Price ($)Foundation Foundation Material 26003000 PSI concrete (yard) 21.6 92 1987.2 1 Foundation Labor 2500#5 Rebar (20' piece) 26 11.27 293.02 2 51006'X6' WW mesh 14 12.96 181.44 26 mm visqueen roll 1 39.79 39.79 12"X2"3' wood stake (12piece) 3 9.99 29.97 23" galv nail (lb) 1 7.49 7.49 1

Phase Material total 2538.91 1440 Cost Estimation Price ($)Roof/Wall Framing Quantity Unit Price ($) Total price ($) Labor Costs (120/hr) Roof/Wall Material 4100Roof Framing 12 Roof/Wall Labor 45002X12X12' trtd 14 20.09 281.26 86002X8X12' trtd 6 9.86 59.162X6X14' trtd 24 10.11 242.642X6X12' trtd 16 8.69 139.042X6X10' trtd 12 6.19 74.282X6X8' trtd 24 4.97 119.28T1-11 - 4X8 sheating 50 39.97 1998.5 8#15 felt paper roll 3 33.64 100.92 0.5#30 felt paper roll 3 23.93 71.79 0.53-tab shingle 24 24.95 598.8 3.5Alumin. Drip edge (10ft stick) 10 2.97 29.7 1Henry roof cement (gal) 1 18.49 18.49 0.5

Phase Material total 3733.86 3120 Cost Estimation Price ($)Walls Quantity Unit Price ($) Total price ($) Labor Costs (78.5/hr) Bar/Column/Plumbing Mtrl 25004"ø X8' prefab steel column 7 119 833 2.33 Bar/Col/Plumb Labor 16006" steel anchor 14 5.97 83.58 1 41003-1/2" steel pin 20 1.59 31.8 0.52X4X8' pine stud 42 3.95 165.91X4X8' trtd pine (trim) 10 3.35 33.5 2.754X8 trtd Lattice sheathing 4 17.49 69.96 13" galv nails (lb) 5 1.97 9.85 0Bar4" iron angle (20ft piece) 3 111.12 333.36 34X8 Galv sheet metal 2 61.97 123.94 1.25Concrete sealer (gallon) 1 49.95 49.95 0.5Outdoor sink 1 209.99 209.99 1Toilet 1 179.97 179.97 1Bathroom sink 1 169.99 169.99 1

Phase Material total 2294.79 1203.405 Cost Estimation Price ($)Electrical Quantity Unit Price ($) Total price ($) Labor Costs (95/hr) Electrical Material 15006ft Fan/Light fixture 2 359 718 2.5 Electrical Labor 2000Recess Can housing/trim 2 24.99 49.98 1.5 3500110V weatherproof outlet 11 2.09 22.99 2flood light 4 32 128 2.75vent/light combo fixture 2 54.67 109.34 1single switch 3 0.59 1.77 13-way switch 1 2.39 2.39 0.25TV jack 1 4.99 4.99 0.2514-2 wire (100' roll) 2 41.37 82.74 320 amp breaker 4 6.49 25.96 2Breaker panel box 1 67.99 67.99 1

Phase Material total 1214.15 1638.75 Cabana Cost Estimation Total 21300

CABANA Material TOTAL 9781.71

Cabana Labor Total 7402.155 Estimated Profit Margin 0.239534878Cabana Total Cost 17183.865 Project Profit ($) 4116.1

Estimated Profit Margin

0.239 %

Project Profit ($)$4,116.

10

Estimated Total = $ 21,300.00 Actual Mat/Labor = $ 17,183.86

Project Critical Path Analysis

Warehouse Critcal Path

1-2-6-7-8-11-12-13-14-17-18

Footings/FormworkStart 6 Dur 5 Slab Cure

Site Preperation Finish 10 ID 2 Start 10 Dur 3 Steel Erection Roof/Sheating/Openings HVAC/Elect Rough InStart 1 Dur 5 Finish 12 ID 6 Start 13 Dur 9 Start 22 Dur 8 Start 30 Dur 14Finish 5 ID 1 Steel Reinforcement Finish 21 ID 7 Finish 29 ID 8 Finish 43 ID 11

Start 6 Dur 4Finish 9 ID 3 Slab Pour/Finish/Anchors

Start 10 Dur 1 Interior wall framing Joist/Decking Plumbing Rough In Finish 10 ID 5 Start 22 Dur 5 Start 26 Dur 3Start 7 Dur 3 Finish 26 ID 9 Finish 28 ID 10Finish 9 ID 4

Trimwork/Cabinets/CountersStart 62 Dur 5Finish 66 ID 15

From ID 11 Inspections and Insulation Sheetrock/Boarding Finish FlooringStart 44 Dur 3 Start 47 Dur 12 Start 60 Dur 2 Trade Trim out/Appliances Punchlist/CleanUpFinish 46 ID 12 Finish 58 ID 13 Finish 61 ID 14 Start 62 Dur 1 Start 70 Dur 2

From ID 10 Finish 63 ID 17 Finish 71 ID 18

Final PaintStart 62 Dur 8Finish 69 ID 17

Project Duration 71 days

• A project-management technique that lays out all the activities needed to complete a task, the time it will take to complete each activity and the relationships between the activities.

• Also called the "critical path method"

Project Critical Path Analysis

Cabana Critcal Path 1-2-4-6-7-8-9-10-12-16-15-17

Footings/Formwork Slab Pour/Finish/AnchorsStart 3 Dur 2 Start 8 Dur 1

Site Preperation Finish 4 ID 2 Plumbing Rough In Finish 8 ID 5 Set Columns/BeamsStart 1 Dur 2 Start 5 Dur 3 Start 11 Dur 2Finish 2 ID 1 Steel Reinforcement Finish 7 ID 4 Slab Cure Finish 12 ID 7

Start 3 Dur 1 Start 8 Dur 3Finish 4 ID 3 Finish 10 ID 6

Electrical Trim out Electrical Rough In Interior/Exterior Boarding Start 23 Dur 2Start 18 Dur 4 Start 21 Dur 2 Finish 24 ID 15

Roofing Finish 21 ID 10 Inspections and hook up Finish 22 ID 13Start 16 Dur 2 Start 20 Dur 1Finish 17 ID 9 Finish 20 ID 12

Plumb rough in Frame/Install Counter Plumbing trim outStart 18 Dur 2 Start 21 Dur 2 Start 23 Dur 1Finish 19 ID 11 Finish 22 ID 14 Finish 23 ID 16

• CPA can help predict whether a project can be completed on time and can be used to reorganize the project both before starting it, and as it progresses, to keep the project's completion on track and ensure that deliverables are ready on time.

• CPA analysis was done manually and entered into an excel spreadsheet.

Project Scheduling

• Once a critical path is found, a schedule can be formed.

• Gant charts are heavily used in construction projects and all project management.

• One of the most popular and useful ways of showing activities

Gantt Chart Version 1.7.3 0

Warehouse ApartmentsSELU Senior Project Today's Date: Thursday

(vertical red line)

Project Lead:Start Date: Monday

[42] First Day of Week (Mon=2): 2

WBS TasksTaskLead Start End D

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1 Task Category 1 Foundation

1.1 Sub Task lev el 2 Site Prep and Ex cav ation 12/15/14 12/19/14 5 5 0 5

1.2 Sub Task lev el 2 Footings and Formw ork 12/22/14 12/28/14 5 5 0 5

1.2.1 Sub Task lev el 3 Steel Reinforcement 12/28/14 1/1/15 4 4 0 4

1.2.2 Sub Task lev el 3 Plumb rough in and below slab electric 12/29/14 12/31/14 3 3 0 3

1.3 Sub Task lev el 2 Pour/Finish Slab and set anchors for structure 1/2/15 1/2/15 1 1 0 1

1.4 Sub Task lev el 2 Slab Cure 1/2/15 1/4/15 3 3 0 3

2 Task Category 2 Steel Erection/Framing

2.1 Sub Task lev el 2 Steel Erection 1/5/15 1/14/15 9 9 0 9

2.2 Sub Task lev el 2 Roofing,siding,doors and w indow s 1/12/15 1/20/15 8 8 0 8

2.3 Sub Task lev el 2 Interior Wall Framing 1/15/15 1/20/15 5 5 0 5

2.4 Sub Task lev el 2 Joist and Decking 1/21/15 1/23/15 3 3 0 3

3 Task Category 3 Trades/Insulation and Boarding

3.1 Sub Task lev el 2 HVAC and Electric 1/26/15 2/6/15 14 14 0 14

3.2 Sub Task lev el 2 Insulation and Elec/Mech/Fram inspection 2/4/15 2/6/15 3 3 0 3

3.3 Sub Task lev el 2 Hang and Finish Sheetrock/OSB/FRP 2/9/15 2/20/15 12 12 0 12

3.4 Sub Task lev el 2 Finish flooring - Bathroom and Stain concrete 2/19/15 2/21/15 2 2 0 2

4 Task Category 4 Finishes/Cabinets/Counters

4.1 Sub Task lev el 2 Trim/Counters/Cabinets Install 2/23/15 2/27/15 5 5 0 5

4.2 Sub Task lev el 2 Final Paint 2/26/15 3/6/15 8 8 0 8

4.3 Sub Task lev el 2 Trade trim out and appliace install 3/9/15 3/11/15 3 3 0 3

4.4 Sub Task lev el 2 Punchlist/Final Inspection 3/12/15 3/13/15 2 2 0 2

TEMPLATE ROWS: Copy and insert the entire section, or just the specif ic sub tasks, depending on w hich level you w ant to use (formulas are different for different WBS levels)

1 Task Category 1 1/5/09 1/5/09 1 0% 1 0 1

1.1 Sub Task lev el 2 1/5/09 1/5/09 1 0% 1 0 1

1.1.1 Lev el 3 Task 1/5/09 1/5/09 1 0% 1 0 1

1.1.1.1 Lev el 4 task 1/5/09 1/5/09 1 0% 1 0 1

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Warehouse Apartments

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HELP

- Modify the GREEN cells and the Tasks, and Task Lead columns. Some of the green cells contain formulas, but those formulas are just examples of ways to add automation and task dependency. You can enter values manually into the green cells, or use formulas.- The Start Date that you choose determines the first week in the gantt chart.- Change the first day of the week via cell K8

To unlock this spreadsheet, purchase Gantt Chart Template Pro: http://www.vertex42.com/ExcelTemplates/excel-gantt-chart.html

Project Scheduling

• Each activity is represented by a bar; the position and length of the bar reflects the start date, duration and end date of the activity.

• This allows you to see at a glance:• What the various activities are

• When each activity begins and ends

• How long each activity is scheduled to last

• Where activities overlap with other activities, and by how much

• The start and end date of the whole project

Gantt Chart Version 1.7.3 0

Poolside CabannaSELU Senior Project Today's Date: Thursday

(vertical red line)

Project Lead:Start Date: Monday

[42] First Day of Week (Mon=2): 2

WBS TasksTaskLead Start End D

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(Day

s)

% C

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1 Task Category 1 Foundation 0 0% 0 0

1.1 Sub Task lev el 2 Site Prep and Ex cav ation 12/15/14 12/16/14 2 0% 2 0 2

1.2 Sub Task lev el 2 Footings and Formw ork 12/17/14 12/18/14 2 0% 2 0 2

1.2.1 Sub Task lev el 3 Steel Reinforcement 12/19/14 12/19/14 1 0% 1 0 1

1.2.2 Sub Task lev el 3 Plumb/Elect rough in and below slab electric 12/22/14 12/24/14 3 0% 3 0 3

1.3 Sub Task lev el 2 Pour/Finish Slab and set anchors for structure 12/24/14 12/24/14 1 0% 1 0 1

1.4 Sub Task lev el 2 Slab Cure 12/24/14 12/27/14 3 0% 3 0 3

2 Task Category 2 Building Frame/Boarding 0 0% 0 0 0

2.1 Sub Task lev el 2 Set Columns and Beams 12/29/14 12/30/14 2 0% 2 0 2

2.2 Sub Task lev el 2 Frame Walls and Roof 12/31/14 1/2/15 3 0% 2 0 3

2.3 Sub Task lev el 2 Finish Roofing 1/5/15 1/6/15 2 0% 2 0 2

2.4 Sub Task lev el 2 Int/Ex t Boarding and w eatherproofing 1/8/15 1/9/15 2 0% 2 0 2

3 Task Category 3 Trades 0% 0 0 0

3.1 Sub Task lev el 2 Electric Rough in 1/5/15 1/8/15 4 0% 4 0 4

3.2 Sub Task lev el 2 Plumb rough in/Hook-up 1/5/15 1/6/15 2 0% 2 0 2

3.3 Sub Task lev el 2 Inspections/Electric-gas-w ater hookup 1/10/15 1/10/15 1 0% 1 0 1

3.4 Task Category 4 Finishes/Cabinets/Counters 0% 0 0 0

4 Sub Task lev el 2 Frame/Install/ Counter 1/14/15 1/15/15 2 0% 2 0 2

4.1 Sub Task lev el 2 Electrical Trim out 1/15/15 1/16/15 2 0% 2 0 2

4.2 Sub Task lev el 2 Plumb trim out 1/19/15 1/20/15 2 0% 2 0 2

4.3 Sub Task lev el 2 Seal concrete flooring-counter/cleanup 1/21/15 1/22/15 2 0% 2 0 2

4.4

TEMPLATE ROWS: Copy and insert the entire section, or just the specific sub tasks, depending on w hich level you w ant to use (formulas are different for different WBS levels)

1 Task Category 1 1/5/09 1/5/09 1 0% 1 0 1

1.1 Sub Task lev el 2 1/5/09 1/5/09 1 0% 1 0 1

1.1.1 Lev el 3 Task 1/5/09 1/5/09 1 0% 1 0 1

1.1.1.1 Lev el 4 task 1/5/09 1/5/09 1 0% 1 0 1

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Poolside Cabanna

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- Modify the GREEN cells and the Tasks, and Task Lead columns. Some of the green cells contain formulas, but those formulas are just examples of ways to add automation and task dependency. You can enter values manually into the green cells, or use formulas.- The Start Date that you choose determines the first week in the gantt chart.- Change the first day of the week via cell K8

To unlock this spreadsheet, purchase Gantt Chart Template Pro: http://www.vertex42.com/ExcelTemplates/excel-gantt-chart.html

Project Foundation Drawings

Open Warehouse for Future StorageWired for future electricRed dirt floor

1S1

1S1

2S12S

1

2S1

2S1

2S1

2S1 2S

1

2S1

2S1

2S1

1S1

1S1

1S1

1S1

1S1

4S1

4S1

4S1

4S1 4S1

4S14S1

3S1

1S1

1S1

1S1

See 5S1 for porchconnection

End of Concrete Slab

52'-8"

22'-10"

13'-0"

22'-10"

8'-4"

35'-8"

21'-1"

12'-1"

Project Elevations

14X12 Roll Up Metal Door 3068 Fiberglass Full view exterior Door

4X4 Picture Window with Aluminum trim

Electric panel box4X4 Picture Window

with Aluminum trim

3068 Fiberglass Full view exterior Door

4" aluminum trim

6068 Fiberglass full viewfrench door with 4" aluminum trim

3'X5'8" Fixed picture window w/aluminum trim

3068 Fiberglass full viewext door

27'

14'X12' roll up door

1 foot roof overhang

Aluminum building sheathing

Aluminum sheet roofing

Pool house Elevations

T1-11 Sheating

4" steel anchor T1-11 Sheating1X4PineTrtd 3'-8" 4'

2'

612

Lattice Sheating

2-2X12" Beam Trtd

1X6 Trtd Fascia

Welded 14"Iron Angle

galv sheating underlay

4" 3000PSI concrete

A2 - Left Side Elevation Dimension

8'

8'

6'-8

" 8'

16'3' 6'-4"6'-8"

8'

4' 4'

6"

8'

8'

4" diameter prefab steel column

Note:Bar counter is 4" concretewith gloss seal finish.

Framing is 14" coated ironangle with galv metalsheathing weldedunder to hold concrete.





A2 - Right Side Elevation (Dimensions)

612

8'-6

"8

'1

7'

11' 8'-10"

3'-4

"

4'-2"

1X6 trtd Fascia board

6'-4"

8'9'

3'

6'-8

"

8'

2' Sofit Framed Overhang

4" steel column w/bolted connections

A2 - Rear Elevation Dimension

612

A2 -Front Elevation Dimension

612

2 foot fascia overhang

Project Framing Details

16g track plate

16g - 12" stud header withflange cut for connection

16g - 10' king stud

16g - 10' jack stud

16g bottom track plate

16g track cap

hex bolts

16g track plate

16g - 12" stud header withflange cut for connection

16g - 10' king stud

16g - 10' jack stud

16g bottom track plate

16g track cap

hex bolts

20g track -face down to

connect cripples

20g steelcripples

2X4 pinelining

Project Framing Details

16g 3-5/8" steel track plate

16g 12" Track plate

16g 12" steel Joist

516X3

4" Hex bolts

+

3-5/8" 16 gauge track plate

4" 3000 psi concrete

12" Sheetrock

+

+

existing steel building purlin-wall connected at every purlin with L-clip

3-5/8"X10' - 16 gauge steel stud wallat 16" O.C. --R13 batt insulation

18 gauge steel L-clip

34" self-tapping framing screws

34" self tap screw

16g 3-5/8" steel track plate

16g 12" Track plate

16g 12" steel Joist - 16" o.c --R38 batt insulation b/t joist

3-5/8" X10' - 16 gauge steel stud wall

Project Wall Details

16g - 12" joist

12" gypsum brd

16g - 3-5/8" X 10' steel stud

34" plywd

16g 3-5/8" steeltrack plate

12" OSB

FRPboard

(glued toOSB)

16g - 12" joist

12" gypsum brd

16g - 6" X 10' steel stud

34" plywd

16g 6" steeltrack plate

12" OSB

FRPboard

(glued toOSB)

NOTE: R19 batt insulationapllied between all studs inwall section.

All studs are fastened using 34"hex bolts.

NOTE: R13 batt insulationapllied between all studs inwall section.

All studs are fastened using 34"hex bolts.

Beam and Wall Detail

516X

34 hex bolts

3-5/8 or 6" 16 gauge wall

16gauge top track

DOUBLE STUD UNDER BEAM

16 gauge bottom track

16g - 12" steel joist

16g 3-5/8" 10'stud @ 16" O.C

16g steeltrack plate

10'

1'

16g 12" structuralheader

building rollinsulation

Warehouseext walland purlinframing

Existingwarehouseshell

16g jack stud

16g King Stud-Header attached herewith hex bolts

Joists capped with16g 12" track

NOTE: Allframinng donewith 16g steel and

attached using 516"

X 34" hex bolts

Project Openings

Project Schedules

Pool house Finish Schedule

Cabana Room Finish ScheduleRoom Base Walls Ceiling

CeilingHeight Floor Remarks

1 None See Wall DetailOpen to Roof

Frame and T1-11roof sheathing

OpenSealed concrete Gloss Finish







4.0000 None

58" DensGlass Sheathing.Smeared Stucco base

coast finish. Ownerchoice in paint color.

58" DensGlass

Sheathing.Smeared Stucco

base coastfinish. Owner

choice in paintcolor.

8 ft finishheight

Brick paver flooring with greycolored grout. Use left over

bricks from home build.

Smear base coat with a troll,leave troll strokes exposed.Light sponge float beforepaint.Bathroom door is made fromexcess T1-11 sheathing andlattice. Door made on site.

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2

3

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A B C D E F G

A6 - Finish Schedule

Construction Contract

CONSTRUCTION CONTRACT

This Construction Contract is hereby made on December 21, 2014 by and between Joseph Pano-McTardo (hereinafter “Client”), of 159 Iroquois Dr., Abita Springs, LA 70420 and Fastway Acoustics of 1605 Soult Street, Mandeville, LA 70448 (hereinafter “Contractor"), collectively referred to herein as the “Parties.”

ARTICLE I ENGAGEMENT/DESCRIPTION OF THE WORK

A. Contractor shall provide the following construction services (the “Project”): Contractor will construct a metal warehouse building housing two full apartments with full kitchen, bathroom and bedrooms. Contractor will also be building a pool house cabana with full kitchen and half bathroom. Project duties for contractor will be the completion of each and every phase during the construction process. The contractor will provide complete design and build for the entirety of both structures. B. Client engages Contractor and Contractor agrees to provide to Client all necessary services, materials, and labor necessary for the completion of the Project including, but not limited to, all building and construction materials, requisite labor and site security, and all necessary tools and machinery needed for project completion. All construction materials should be new and of the highest quality, unless previously specified by Client.

C. Contractor shall provide the construction services for the Project at the property located at 159 Iroquois Dr., Abita Springs , LA 70420.

D. This Contract shall be comprised of the following: this Construction Contract, Plans, Specifications, Addenda, Drawings, Photos or other visual representations of the proposed work, and the written Modifications attached to this Contract, properl y signed and witnessed, all of which are attached hereto as exhibits.

ARTICLE II SCHEDULE AND TIME OF PERFORMANCE

A. Contractor will begin work on December 21, 2014 to be completed by March 25, 2015.

A. This Contract contains the entire agreement and understanding between the Parties and supersedes any prior or contemporaneous written or oral Contracts, representations, and warranties between them respecting the subject matter of this Contract. B. This Contract will be interpreted and enforced under the laws of the State of LA, without regard to conflict of laws. IN WITNESS WHEREOF, the Parties hereto execute this Contract: CLIENT CONTRACTOR Authorized Signature Authorized Signature Name and Title Name and Title License Number: 1548988745

QUESTIONS?

Engineering Technology

Southeastern Louisiana University

Fall 2014

Documents

Steel Building Apartment- Design and Build Sutton Yanosky ET494 – Dr. Cris Koutsougeras Advisor –Mr. Rode