Project Proposal - Virginia Tech

Project ProposalLPD Construction (Team G)

Gene Kastelberg, Grant Squyars, Enzo Chavez, Yazan Al-Amad,Mason Hudson, Turner Lee

04/18/2021

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4/30/2021

Table of Contents

Company Overview 2

Company Personnel Biographies 2

Project Overview 3

Building/Structure Concepts 3

Preliminary Building Materials Research 5

Selection of Site and Conceptual Plan 6

Zoning Requirements 7

Basemap and Site Plan 8

Drawings and Revit Model 9

Structure Design 10

Column, Footing, and Roof Calculations 11

Floor Calculations 12

Means and Methods 13

Estimate 17

Cost-Benefit Analysis 18

Schedule 22

Safety Plan 23

Risk Management Plan 24

Areas of Personal Interest 26

Research 30

Sources 31

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Company OverviewLPD Construction LLC is a general contractor based out of the Mid Atlantic Region. We haveexpanded and opened offices in the Carolinas as well as the Pennsylvania Area. We performwork in various markets including, commercial, interior renovation, entertainment, K-12, andresidential. LPD Construction LLC has experience in Design Build, New Construction,Renovation, and Site Development. LPD Construction LLC looks to build lasting relationshipsthrough our commitment to sustainability, safety, and quality.

Company Personnel BiographiesYazan Al AmadI have worked with LPD Construction LLC for 4 years now. At first, I started as a projectengineer in order to gain a strong construction foundation and learn the ins and outs of theindustry. For the past year and a half I have been working in the estimating department. Someof my responsibilities include creating estimates for different projects and cost analysis.

Enzo ChavezI have been working with LPD Construction LLC for 5 years. I am currently working as theSuperintendent for the commercial development in Rodanthe. My responsibilities includemanaging the day to day construction on site and making sure subcontractors are keeping onschedule.

Kenneth “Mason” HudsonI began working with LPD Construction LLC this year. My job title is Office Engineer and myresponsibilities involve creating lift drawings that detail parts of the project. I also processsubmittals and requests for information. I relay information between owners,architects/engineers and trade partners. I keep track of permits and approvals as well.

Gene KastelbergThis is my first day at LPD Construction LLC. I am a Project Engineer and am working on theRodanthe Development Project coordinating design and construction. I have previousexperience working in construction management with a focus on field experience.

Turner LeeI have been working for LPD Construction for 4 years. I was hired on as a project engineer and Iworked on multiple projects until I was promoted to Project Manager. In my initial years with thecompany I assisted with Designs Coordination as well as General site quality control andsupervision. I have now transitioned to safety and have been named a site safety coordinator.

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Grant SquyarsI served as an superintendent when I first started and was responsible for helping in various onsite phases of the construction process in previous projects. For the commercial development inRodanthe, I have helped in some of the pre construction structural design before boots were onthe ground. When construction is set to begin, I will move on site to ensure that subcontractorsare performing their work according to the plans and specifications as I have successfully donein previous projects.

Project OverviewLPD Construction LLC. proposes a commercial development on the Pamlico Sound inRodanthe, NC. The proposed development will consist of four new shops and a restaurant nearthe beachfront. In the center will be a fountain and outdoor eating areas composed of grass andbrick. The development features a generous parking lot for tourists to park while eating andshopping. Each shop will be around 1600 square feet and the waterfront restaurant will be about2400 square feet. The parking lot will be around 6500 square feet with 49 total parking spacesfeaturing 5 handicap accessible. The buildings will follow a similar design to those from theOuter Banks to fit the beach lifestyle.

Building/Structure ConceptsThe first image shows the style planned to be used for the commercial buildings to beconstructed. The coastal design and the soft tones will pair well with the environment and createa pleasant aesthetic that will attract customers. The plan is to use this design for all theconstruction in Rodanthe.

https://www.carolinadesigns.com/obx-guide/shopping/duck/nagsheadhammocks/

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Here is an example of a beachside restaurant near the Outer Banks. The plan is to follow asimilar style for our proposed restaurant in Rodanthe. This beach style would mesh better asopposed to a more modern style. Our proposed restaurant will also include an outdoor patioseating area for customers to enjoy the view.

https://images.app.goo.gl/UbWKUYTY2mgdebhw9

In the center of the shops and restaurant we plan to construct a fountain and picnic area fortourists to enjoy and rest. Centralizing the fountain and picnic area will allow tourists to see allthe surrounding commercial buildings.

https://images.app.goo.gl/eV9dTNHpfqN8vs2P6

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Preliminary Building Materials ResearchOne major consideration for the development is the materials. Rodanthe is a coastal town sothe buildings must be able to withstand the salty air and harsh conditions in the area. Concreteis a good material in terms of durability and strength. It will be used for foundations and slabs inall of the buildings.

A common issue in concrete are the cracks that form. They are caused by many factors such asimpact loading or overbearing tensile stress. Even though cracks usually do not compromise theultimate strength of the concrete, they do have consequences. Cracks present a serviceabilityissue. They present a pathway for water and harmful chemicals into the concrete and couldpotentially reach the rebar and cause corrosion.

A solution to this is an emerging material known as self healing concrete. This concrete containsadditives that cause the concrete to heal the cracks itself. This is extremely beneficial because itincreases the service life of the concrete and contributes to the sustainability of the material.There have been many tests on the concrete and below is an image of the self healing concretecompared to the cracks

The main challenge with this material is that because it is new, it does not have a wide footprintin the industry. Developing a way to mass produce this concrete with the additive will be crucial

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to its expansion in construction. Further research will be done on this and other materials to beused on this development.

Selection of Site and Conceptual PlanSee pages below

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This map is preparedfrom data used for theinventory of the realproperty for taxpurposes. Primaryinformation sources suchas recorded deeds, plats,wills, and other primarypublic records should beconsulted for verificationof the informationcontained in this map.

24530 Nc 12 HWY Rodanthe NC, 27968

Parcel: 014221000 Pin: 064812957789

Tax District: Rodanthe Subdivision: Subdivision - None

Lot BLK-Sec: Lot:tract 1 & Tract Ii Blk: Sec: Property Use: Secondary Improvement

Building Type: Year Built:

Owners: I G Holdings, Llc -PrimaryOwner

Building Value: $0

Land Value: $436,800 Misc Value: $69,200

Total Value: $506,000

https://tax.darecountync.gov/gispics/20190801/014221-000AA.JPG

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Town of Rodanthe North End Overview Dare County GIS

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Atlantic Ocean

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Proposed Site

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Pamlico Sound



Parcel: 014221000 Pin: 064812957789





Building Value: $0




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Town of Rodanthe South End Overview Dare County GIS

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Proposed Site

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Atlantic Ocean

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Pamlico Sound

2/24/2021 Parcel Data Sheet

https://tax.darecountync.gov/parcelcard.php?parcel=014221000 1/1

County of Dare, North Carolina*Owner and Parcel informa�on is based on current data on filePrimary (100%) Owner Informa�on:I G HOLDINGS, LLC P O BOX 120 KITTY HAWK NC 27949Parcel Informa�on:Parcel: 014221000 PIN: 064812957789District: 15- RODANTHESubdivision: SUBDIVISION - NONELotBlkSect: LOT:TRACT 1 & TRACT II BLK: SEC:Mul�ple Lots: -PlatCabSlide: PL:I SL:78 Units: 0Deed Date: 03/07/2013BkPg: 1923/0279Parcel Status: ACTIVE

Property Use: SECONDARY IMPROVEMENT 24530 NC 12 HWY

BUILDING USE & FEATURES Tax Year Bldg Value: $0 Next Year Bldg Value: $0Building Use: Exterior Walls: Actual Year Built: Full Baths: Half Baths: Bedrooms: Heat-Fuel: Heat-Type: Finished sq� for building 1:Air Condi�oning: Total Finished SqFt for all bldgs: 0MISCELLANEOUS USE Tax Year Misc Value: $69,200 Next Year Misc Value: $69,200Misc Bldg a: (FN1) FENCE, CHAIN LINK Year Built: 1990 sq�: 3000Misc Bldg b: (BK1) BULKHEAD Year Built: 2013 sq�: 160Misc Bldg c: (RD3) HEAVY WOOD DOCK HEAVY PILING Year Built: 2013 sq�: 1400

LAND USE Tax Year Land Value: $436,800 Next Year Land Value: $436,800Land Descrip�on : 15-Commercial Sound Front

TOTAL LAND AREA: 71000.00 square feet

Tax Year Total Value: $506,000 Next Year Total Value: $506,000

http://72.15.246.185/darencnw/application.asp?cmd=image_link&image_link_book=1923&image_link_page=279&image_link_booktype=Deed&tif2pdf=true

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Dare County GIS Site Information Data Sheet



Parcel: 014221000 Pin: 064812957789





Building Value: $0




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Town of Rodanthe Existing Site Closeup Dare County GIS

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Pamlico Sound

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4" HWS

2,007 sf

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4" HWS

2,007 sf

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4" HWS

2,007 sf

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4" HWS

2,007 sf

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4" HWS

5,089 sf

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4" HWS

6,498 sf

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4" HWS

60'-10"

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4" HWS

20'-0"

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4" HWS

20'-0"

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Restaurant

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Shop

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Shop

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Shop

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Shop

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Parking Lot

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4" HWS

10'-0"

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4" HWS

1,365 sf

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Shop

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Brick Pavers

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4" HWS

12'-0"

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Fountain

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Proposed Site Layout Design Iteration: Conceptual Design Date: February 24, 2021

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Pamlico Sound

Zoning RequirementsThe S-1 Special district is a transitional area that allows for flexibility of services and uses butalso has certain limitations. These limitations and or regulations are:

● Projects with one or more buildings per lot will have to be submitted to site plan review● Commercial projects lots will meet the size requirements of Dare County Health

Department to to provide adequate siting for structures and to provide parking, loadingand maneuvering space for vehicles

● Minimum front yard setback of 15 feet● Minimum rear yard 20 feet● Maximum allowable lot coverage 60%● Height limitation: Highest floor level shall be no greater than 35 feet above the lowest

ground grade within a 50 foot perimeter of the exterior walls of the structure. Overallheight of a structure from ground level to its highest point shall not exceed 52 feet.

● Maximum gross building size: 20,000 square feet excluding decks, porches, and similarnon-heated space. Non-heated space including decks and porches shall not be used asretail space for the display of goods or other commercial activities.

● In the event a natural disaster or accidental occurrence leads to extensive damage (inexcess of 50% value) of a structure or group development project in existence prior toMay 6, 2002, such structure or group development may be repaired, replaced orreconstructed to 100% of its status prior to damage or destruction but no greater unlessotherwise authorized by the Dare County Board of Commissioners.

Another consideration for building in this area is the environmental requirements. Specialconsideration for wastewater must be included in the design due to the proximity to the water.

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Basemap and Site Plan

A-1 Existing ConditionsA-2 Demolition PlanA-3 Proposed SiteA-3A Proposed Site - No TopographyA-3B Proposed Site Parking Lot CloseupA-3C Proposed Site Buildings & Landscape Closeup

The site features (2) 3200 SF buildings that are split down the middle giving (4) 1600 SF shops,each 40’x20’. The site also features a restaurant that is 2400 SF that is 60’x40’ with a 450 SFback patio. The interwinding sidewalks connect the parking lot to the shops to the beautifulsandy waterfront. Each building is properly equipped with required ADA standards for entry andthe parking lot is equipped for the facility with (49) parking spaces to meet code requirements.The parking lot will essentially match the original grading of the site as it will be a permeablepavement or a like material to allow the rainfall to infiltrate naturally.

This development is meant to serve as a spot for tourists to stop by, as well as locals, to grab abite to eat, shop for souvenirs, and admire the open waterway. The shops may feature localcrafts, shirts, or surf appeal which is perfect for all ages. Additionally, the restaurant is waterfrontwhich provides a great view while eating but that great view can be enjoyed by shoppers oranyone just passing by. This prime location is in the heart of Rodanthe, NC which allows fortourists that are passing through or vacationers in the town of Rodanthe for their vacation toenjoy the development.

See pages below

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Drawings and Revit ModelBuildings were designed to have a coastal look using pastel tropical colors. Landscaping wasdesigned around this concept as well using tropical plants like palm trees. The restaurant isarranged so that views of the sound can be seen from almost anywhere on the property. Acentral fountain connects the sidewalks of all buildings and acts as a hub/resting area for guestswith park benches and planters. Also included below is the architectural and structural drawings.

See pages below

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www.autodesk.com/revit

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Structure Design

The column and footing design were based on the concept of tributary area. As the columns inthe shops and restaurant have the same 10’x10’ spacing and loading considerations, they havethe same columns and footings. Both the shops and restaurant are on 6’ tall stilts, to keep anywater from storms reaching the interior of the buildings. The columns are treated structural woodtimbers as they match the existing buildings in the area as well as steel would corrode easilyand concrete is expensive and would not match aesthetically. They will be anchored to theconcrete footing using a galvanized metal bracket. All columns are 6’ and an assumption wasmade that all footings were built with the most gravel backfill or 1’, for conservative designpurposes. The concrete footings will be individual footings under each columns reinforced withvarying amounts of #4 rebar. The structural concrete will have the compressive strength of 3000psi.The only unique columns are those that border the deck and restaurant and are spelled out inthe calculations. Another assumption is that all porch columns and footings are based off thecorner footings to allow for ease of construction and to assure they are of adequate strength.

The floor frame was designed using tributary width for each member. The structure is made ofwood beams with 2 inch nominal depth. Each bay is 10’x10’ with 2’ spacing between the floormembers. The design of each member was done so using a spreadsheet developed by theteam. The loadings and references can be seen in the Structural Sources section in theAppendix.Each unique floor member was designed by completing a series of calculations to find theminimum section modulus and moment of inertia and member(s) were selected based on theseproperties. A summary table can be seen below followed by the calculations.

Beam Type Classification

Interior Floor Beam 2 x 10

Interior Deck Floor Beam 2 x 10

Exterior Floor Beam 2 x 10

Interior Girder 3 2 x 12’s

Interior Deck Girder 2 2 x 12’s

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Exterior Girder 2 2 x 12’s

Exterior Deck Girder 2 x 10

Column, Footing, and Roof CalculationsSee pages below

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Capstone Column & Footing Design f'c 3000 psi psi

Corner Columns f'c 3 ksi

fy 60 ksi

Planning out the steps Planning out the steps

1. Load Combinations 1. Guess Footing Depth

2. Calculate Point Loads 2. Determine Footing Depth

3. Calculate Allowable Buclking Stress 3. Check Two Way Shear

4. Find Minimum d (in) 4. Check One Way Shear

5. Test Actual Buckling by Picking Size 5. Calculate Flexural Reinforcement

6. Check Actual Fbs > Allowable Fbs 6. Pick Rebar Size

7. Check Actual Stress < Allowable Stress

8. Calculate Self Weight of Beam

1. Guess Footing Depth

Column Size 7.5 in Real Dimension

Dead Loads Floor 15 psf Guess Depth 12 in 1.5 * coloumn d

Live Loads Floor 100 psf Weight of Footing 150 psf depth/12" * 150 pcf

Soil Bearing Pressure Using Assumed Values

qa 2000 psf NC Building Code Table 1804.2(2), Residual Sand ranges from 1-3 psf

Dead Loads Roof 15 psf q backfill of gravel 84 psf (backfill depth above footing / 12") * 84 pcf * Using max amount of backfill for all cases for conservatinve design

Live Loads Roof (controls) 20 psf q footing 150 psf

q remaining 1766 psf

Floor Calcs 1.77 k/sf

LC1 1.4D 21 Area of Footing 2.97 SF

LC2 1.2D + 1.6L+0.5Lr 178 b 1.72 ft sqrt(Area)

b, Go with 1.75 ft Round to clean number

Roof Calcs 2. Determine Footing Depth

LC1 1.4D 21 q nu 1.77 k/sf

LC2 1.2D + 1.6L+0.5Lr 28 d 8.5 in assumed height (h) - rebar cover (3") - rebar diam (.5) or #4 rebar

bo, Critical Perimeter 64 in d*(column size + d)

3. Check Two Way Shear

Tributary Area 25 sf Vu, Critical Shear 2.27 k q nu *((b)^2-((column size + d)/12")^2)

P floor 4.450 kip ν c 0.219 ksi 4*λ*sqrt(f'c) where gamma =1

P roof 0.7 kip Vc 119.136 k ν c * bo * d

P total 5.150 kip P floor + P roof φ Vc 89.352 k .75 * Vc

5150.0 lb Check if Vu less than, equal to φVc, OK 2.27 < 89.352

4. Check One Way Shear

3. Calculate Allowable Bucking Stress Vu 2.25 k q nu * b*(b-(column size/2*12")-(d/12"))

L 6 feet Vc 9854.44 lb 8*(.002)^1/3*sqrt(f'c)*(b*12"*d)

E 1600000 psi 9.85 k

Fbs0.3*E/(l/d)^2 lb φ Vc, OK 7.39 > 2.25

4. Find Minimum d (in)

d 7.46 in sqrt((P total*(l^2))/(.3*E)) 5. Calculate Flexural Reinforcement

Mu 0.489 k-ft

5.87 k-in

5. Test Actual Bucking by Picking Size Target Mu 6.52 k-in Mu/.9 assuming Tension Controlled Failure

Choose 8x8 in As, Minimum Area of Rebar 0.0142 in^2 Target Mu/ (fy*.9*d)

Actual d 7.5 in As, Minimum Area of Rebar 0.4536 in ^2 This one controls since its bigger. .0018*b*12"*h

Area 56.25 in^2 Number of Bars 2.31 bars As / pi * r^2 #4 bars. Radius=.25in

F' bs 5208.33 lb Go with Round Numner of Bars 3 bars

3 #4 bars

6. Check Actual Fbs > Allowable Fbs Area Rebar 0.589 in^2

8x8 OK 5208.33 lb > 5150.0 lb Check if Tension Controlled

a 0.660 in As *Fy / .85 * f'c *b *12" Fy & f'c in ksi

7. Check Actual Stress < Allowable Stress Mn 288.61 in-k As*Fy*(d-a/2)

Allowable Compression Strength of

Southern Pine 1100 psi c 0.776 a/.85

Actual Stress 91.56 psi P/A εt 0.0299 > 0.002

8x8 OK 91.56 psi < 1100 psi φMn 259.75 > 6.52

8. Calculate Self Weight of Beam Rebar (3) #4 Bars One Way - amount in feet listed below

Self Weight Column 13.67 lb/ft Comun Size 1.75x1.75 7.5

Dead Load From Column 82.02 lbs d 1.75 ft

0.08202 k h 1 ft

AREA 3.063 SF

Volume 3.063 CF

Volume 0.113 CY

All porch Columns & Footings 8x8

1. Load Combinations

NC Code Chapter 23 2308.2.3

NC Code Chapter Section 1606

psf

psf

LC3-7 have smaller D and L factors and will not control

2. Calculating Point Load

LC2*Trib. Area/1000

LC2*Trib. Area/1000


N-S Exterior f'c 3 ksi

fy 60 ksi












Dead Loads Floor 15 psf Guess Depth 20.25 in 1.5 * coloumn d

Live Loads Floor 100 psf Weight of Footing 253.125 psf depth/12" * 150 pcf




Live Loads Roof (controls) 20 psf q footing 253.125 psf

q remaining 1662.875 psf






LC1 1.4D 21 q nu 1.66 k/sf




Tributary Area Floor 50 sf Vu, Critical Shear 4.40 k q nu *((b)^2-((column size + d)/12")^2)

Tributary Area Roof 200 sf








E 1600000 psi 33.29 k

Fbs 0.3*E/(l/d)^2 lb φ Vc, OK 24.97 > 5.20



Mu 2.192 k-ft

26.31 k-in






7 #4 bars








14x14 OK 79.54 psi < 1100 psi φMn 1209.25 > 29.23

8. Calculate Self Weight of Beam Rebar (7) #4 Bars One Way

Self Weight Column 44.31 lb/ft Comun Size 3x3

Dead Load From Column 265.86 lbs b 3.00 ft 35

0.26586 k h 1.6875 ft

AREA 9.000 SF

Volume 15.188 CF

Volume 0.563 CY



Point load

Point Load

psf




psf


E-W Exterior f'c 3 ksi

fy 60 ksi















qa 2000 psf NC Building Code Table 1804.2(2), Residual Sand ranges from 1-3 psf * Using max amount of backfill for all cases for conservatinve design

Dead Loads Roof 15 psf q backfill of gravel 84 psf (backfill depth above footing / 12") * 84 pcf





LC2 1.2D + 1.6L+0.5Lr178 b 2.49 ft sqrt(Area)



LC1 1.4D 21 q nu 1.70 k/sf

LC2 1.2D + 1.6L+0.5Lr28 d 13.75 in assumed height (h) - rebar cover (3") - rebar diam (.5) or #4 rebar












E 1600000 psi 22.77 k

Fbs 0.3*E/(l/d)^2lb φ Vc, OK 17.08 > 3.72



Mu 1.263 k-ft

15.16 k-in


Choose 12 in As, Minimum Area of Rebar 0.0227 in^2 Target Mu/ (fy*.9*d)




5 #4 bars








12 x 12 OK 77.88 psi < 1100 psi φMn 708.19 > 16.84


Self Weight Column 32.16 lb/ft Comun Size 2.5x2.5 20

Dead Load From Column 192.96 lbs b 2.5 ft

0.19296 k h 1.4375 ft

AREA 6.250 SF

Volume 8.984 CF

Volume 0.333 CY



Point load

Point Load

psf




psf


Interior f'c 3 ksi

fy 60 ksi
























LC1 1.4D 21 q nu 1.63 k/sf






Vc 609.8603 k ν c * bo * d






E 1600000 psi 45.79 k

Fbs 0.3*E/(l/d)^2lb φ Vc, OK 34.35 > 6.87



Mu 3.468 k-ft

41.61 k-in






9 #4 bars








16x16 OK 316.44 psi < 1100 psi φMn 1836.52 > 46.24


Self Weight Column 58.41 lb/ft Comun Size 3.5x3.5 54


0.35046 k h 1.9375 ft

AREA 12.250 SF

Volume 23.734 CF

Volume 0.879 CY



Point load

psf




psf


Corner Columns f'c 3 ksi

fy 60 ksi












Dead Loads Floor 15 psf Guess Depth 12 in 1.5 * coloumn d

Live Loads Floor 100 psf Weight of Footing 150 psf depth/12" * 150 pcf




Live Loads Roof (controls) 20 psf q footing 150 psf

q remaining 1766 psf






LC1 1.4D 21 q nu 1.77 k/sf




Tributary Area 25 sf Vu, Critical Shear 2.27 k q nu *((b)^2-((column size + d)/12")^2)

P floor 4.45 kip LC2*Trib. Area/1000 ν c 0.22 ksi 4*λ*sqrt(f'c) where gamma =1


P total 5.15 kip φ Vc 89.352 k .75 * Vc





E 1600000 psi 9.85 k

Fbs 0.3*E/(l/d)^2 lb φ Vc, OK 7.39 > 2.253489583



Mu 0.488927 k-ft

5.867 k-in





F' bs 5208.333 lb Go with Round Numner of Bars 3.00 bars

3 #4 bars


8x8 OK 5208.333 lb > 5150 lb Check if Tension Controlled



Allowable Compression Strength of Southern Pine1100 psi c 0.78 a/.85


8x8 OK 91.56 psi < 1100 psi φMn 259.7501 > 6.519023438


Self Weight Column 13.67 lb/ft Comun Size 1.75x1.75


0.08202 k h 1 ft

AREA 3.0625 SF

Volume 3.0625 CF

Volume 0.113426 CY

psf




psf



LC2*Trib. Area/1000

P floor + P roof


N-S Exterior f'c 3 ksi

fy 60 ksi
























LC1 1.4D 21 q nu 1.66 k/sf













E 1600000 psi 33.29 k

Fbs 0.3*E/(l/d)^2lb φ Vc, OK 24.97 > 5.20



Mu 2.192 k-ft

26.31 k-in






7 #4 bars








14x14 OK 79.54 psi < 1100 psi φMn 1209.25 > 29.23




0.26586 k h 1.6875 ft

AREA 9.000 SF

Volume 15.188 CF

Volume 0.563 CY

psf




psf

Point Load



Point load


Deck Bordering Restaurant f'c 3 ksi

fy 60 ksi


















Dead Loads Deck 15 psf

Live Loads Deck 60 psf

Rain Loads Deck 20 psf







LC1 1.4D 21 q nu 1.63 k/sf


Deck Calcs

LC2 1.2D+1.6L+.5R 124





Tributary Area Deck 50 sf



P deck 6.2

P total 20.700 kip P floor + P roof + P deck φ Vc 457.3952 k .75 * Vc





E 1600000 psi 52.34 k

Fbs 0.3*E/(l/d)^2 lb φ Vc, OK 39.25 > 11.11



Mu 5.961 k-ft

71.53 k-in






7 #4 bars








16x16 OK 113.55 psi < 1100 psi φMn 2240.63 > 79.48



Dead Load From Column 265.86 lbs b 4.00 ft 77

0.26586 k h 1.9375 ft

AREA 16.000 SF

Volume 31.000 CF

Volume 1.148 CY



Point load

Point Load

psf




psf


E-W Exterior f'c 3 ksi

fy 60 ksi















qa 2000 psf NC Building Code Table 1804.2(2), Residual Sand ranges from 1-3 psf * Using max amount of backfill for all cases for conservatinve design

Dead Loads Roof 15 psf q backfill of gravel 84 psf (backfill depth above footing / 12") * 84 pcf








LC1 1.4D 21 q nu 1.70 k/sf













E 1600000 psi 22.77 k

Fbs 0.3*E/(l/d)^2lb φ Vc, OK 17.08 > 3.72



Mu 1.263 k-ft

15.16 k-in


Choose 12 in As, Minimum Area of Rebar 0.0227 in^2 Target Mu/ (fy*.9*d)




5 #4 bars








12x12 OK 77.88 psi < 1100 psi φMn 708.19 > 16.84




0.19296 k h 1.4375 ft

AREA 6.250 SF

Volume 8.984 CF

Volume 0.333 CY

psf




psf

Point Load



Point load


Interior Columns f'c 3 ksi

fy 60 ksi
























LC1 1.4D 21 q nu 1.63 k/sf






Vc 609.8603 k ν c * bo * d






E 1600000 psi 45.79 k

Fbs 0.3*E/(l/d)^2lb φ Vc, OK 34.35 > 6.87



Mu 3.468 k-ft

41.61 k-in






9 #4 bars








16x16 OK 316.44 psi < 1100 psi φMn 1836.52 > 46.24




0.35046 k h 1.9375 ft

AREA 12.250 SF

Volume 23.734 CF

Volume 0.879 CY

psf




psf



Point load

Floor CalculationsSee pages below

12

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178

Tributary Width 2 ft

wu 0.356 kip/ft

L 10 ft

Mu 4.5 kip-ft

Vu 1.8 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 6.7

Beam/Girder Design Spreadsheet

Planning out the steps

7. Summary

6. Check Shear Strength

5. Select a Section

4. Calculate Minimum Ix based on Deflection

3. Calculate Minimum Sx

2. Calculate Demand Mu and Vu

Interior Floor Beam




psf

psf

2. Calculating Demand Mu and Vu



(wu*L2)/8

Area Load*Tributary Width

ksi

ksi

Given Wood Properties

Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

wu 0.23 kip/ft

ΔLimit 0.50 in

Ix≥ 73.9

Sx≥ 6.7

Ix≥ 73.9

Section A Sx Ix Summary

Section 2 x 10

Vu 1.8

A 13.88

fv 0.192

Fv 1.0 ksi

Choose

7. Summary

2 x 10

**If fv < Fv then shear is okay**

(3*Vu)/(2*A)


OKAY98.9721.4


2 x 10

L/240

in4

δL = (5*wLiveLoad*L4)/(384*E*Ix)

L*Tributary Width

5. Select a Section

13.88

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178


wu 0.356 kip/ft

L 5 ft

Mu 1.1 kip-ft

Vu 0.9 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 1.7

Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

(wu*L2)/8


ksi

ksi



psf

psf






7. Summary


5. Select a Section




Interior Deck Floor Beam



wu 0.23 kip/ft

ΔLimit 0.25 in

Ix≥ 9.2

Sx≥ 1.7

Ix≥ 9.2


Section 2 x 10

Vu 0.9

A 13.88

fv 0.096

Fv 1.0 ksi

Choose

2 x 10

L/240

in4


L*Tributary Width

5. Select a Section

13.88



OKAY98.9721.4

7. Summary

2 x 10


(3*Vu)/(2*A)

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178


wu 0.178 kip/ft

L 10 ft

Mu 2.2 kip-ft

Vu 0.9 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 3.3

Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

(wu*L2)/8


ksi

ksi



psf

psf






7. Summary


5. Select a Section




Exterior Floor Beam



wu 0.115 kip/ft

ΔLimit 0.50 in

Ix≥ 37.0

Sx≥ 3.3

Ix≥ 37.0


Section 2 x 10

Vu 0.9

A 13.88

fv 0.096

Fv 1.0 ksi

Choose

2 x 10

L/240

in4


L*Tributary Width

5. Select a Section

13.88



OKAY98.9721.4

7. Summary

2 x 10


(3*Vu)/(2*A)

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178


wu 1.780 kip/ft

L 10 ft

Mu 22.3 kip-ft

Vu 8.9 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 33.4

Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

(wu*L2)/8


ksi

ksi



psf

psf






7. Summary


5. Select a Section




Interior Girder



wu 1.15 kip/ft

ΔLimit 0.50 in

Ix≥ 369.6

Sx≥ 33.4

Ix≥ 369.6


Section 3 2 x 12s

Vu 8.9

A 50.64

fv 0.264

Fv 1.0 ksi

Choose

3 2 x 12s

L/240

in4


L*Tributary Width

5. Select a Section

50.64



OKAY53494.95

7. Summary

3 2 x 12s


(3*Vu)/(2*A)

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178

Tributary Width 7.5 ft

wu 1.335 kip/ft

L 10 ft

Mu 16.7 kip-ft

Vu 6.7 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 25.0



7. Summary


5. Select a Section




Interior Deck Girder




psf

psf




(wu*L2)/8


ksi

ksi


Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

wu 0.8625 kip/ft

ΔLimit 0.50 in

Ix≥ 277.2

Sx≥ 25.0

Ix≥ 277.2


Section 2 2 x 12s

Vu 6.7

A 33.76

fv 0.297

Fv 1.0 ksi

Choose

7. Summary

2 2 x 12s


(3*Vu)/(2*A)


OKAY35663.3


2 2 x 12s

L/240

in4


L*Tributary Width

5. Select a Section

33.76

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178


wu 0.890 kip/ft

L 10 ft

Mu 11.1 kip-ft

Vu 4.5 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 16.7

Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

(wu*L2)/8


ksi

ksi



psf

psf






7. Summary


5. Select a Section




Exterior Girder



wu 0.575 kip/ft

ΔLimit 0.50 in

Ix≥ 184.8

Sx≥ 16.7

Ix≥ 184.8


Section 2 2 x 12s

Vu 4.5

A 33.76

fv 0.198

Fv 1.0 ksi

Choose

2 2 x 12s

L/240

in4


L*Tributary Width

5. Select a Section

33.76



OKAY35663.3

7. Summary

2 2 x 12s


(3*Vu)/(2*A)

Beam Type

Dead Loads 15 psf

Live Loads 100 psf

LC1 1.4D 21

LC2 1.2D + 1.6L 178

Tributary Width 2.5 ft

wu 0.445 kip/ft

L 10 ft

Mu 5.6 kip-ft

Vu 2.2 kips

E 1400

Fy 50

Fb 8

Fv 1

Sx≥ 8.3



7. Summary


5. Select a Section




Exterior Deck Girder




psf

psf




(wu*L2)/8


ksi

ksi


Sx≥Mu/Fb

in3


(wu*L)/2

ksi

ksi

wu 0.2875 kip/ft

ΔLimit 0.50 in

Ix≥ 92.4

Sx≥ 8.3

Ix≥ 92.4


Section 2 x 10

Vu 2.2

A 13.88

fv 0.240

Fv 1.0 ksi

Choose

7. Summary

2 x 10


(3*Vu)/(2*A)


OKAY98.721.4


2 x 10

L/240

in4


L*Tributary Width

5. Select a Section

13.88

Means and MethodsUtilitiesOne of the first steps of the construction process will be to lay out the utilities necessary for ourbuildings. The utilities will be run from the existing ones just off the proposed site.

● Perform a ground penetrating scan to check for any existing utilities prior to excavating● First step will be to use a backhoe to create trenches for which the pipes and lines will be

placed. These include water, electricity, sewer/sanitary, gas, and communications● Once the necessary trenches have been made, subs will responsible in ensuring that

their respective lines have been properly laid out as well as responsible for all toolsneeded for the job

● Once the lines have been run, an initial backfill will be performed using a backhoe. Afterthe initial backfill is complete, the final backhill can be completed

● Once backfill has been completed, compaction will be done with a compactor

Structural ErectionBoring Logs - This will be performed before construction begins to aid the design process toensure that the soil is adequate to support the buildings. Boring logs will also show the depththat the footings need to be placed at to allow for the design of the rest of the building tocontinue.

One of the main components of our proposed structures is that they are elevated to mitigate therisk of flooding due to the nature of the location. We will be using wood as the main componentfor the base structure. The footings will consist of a square concrete footing below each column.The wooden column will be connected to a metal base plate that has been embedded into theconcrete. The means and methods for the substructure are listed below in construction order.The same process will be used for all buildings so the process will remain consistent.

● Building layout by surveyor or adequate personnel.● Footing excavation by excavator, backhoe, auger or useful equipment depending on the

subcontractor’s choice.● Wooden concrete formwork put in place along with necessary rebar reinforcements per

structural requirements.● Concrete poured by the chute on the concrete truck and top of the footing is leveled. The

metal base plates are set in the correct location for structural columns.● After adequate curing time, the structural wooden columns are set in place by use of

equipment such as lull lift, excavator, small crane, or any piece of equipment to help liftthe column into place. Once the columns have been set into place they will be plumbed.

● After the columns have been placed, the structural girders and joists will be constructedinto place at the correct elevation. For any long spans, a lull lift or small crane may beutilized to allow for easier construction on the carpenters due to the weight of the beams.

13

● Subfloor will be placed on the floor joists using proper installation techniques such asadequate nailing and glue.

● After the subfloor has been properly installed, structural framing will be constructed byuse of 2x6 studs as well as necessary headers and rough openings for the doors andwindows. Along with the structural framings, any interior partition wall will be framed tooeven though these will be non load bearing. All framing will be tilted up with the exteriorsheathing and tyvek being placed on the wall before being tilted up to minimize the useof temporary structures on the elevated exterior. These walls will need to be squaredupon their placement and plumbed after they have been titled up. A lull lift or crane maybe utilized to aid the lift of the walls as they will be heavy.

● Working simultaneously as the framing, any porches and decks will have their deckinginstalled as this will differ from the subfloor of the interior since the joists and girders willbe placed during the structural construction.

● In addition to the front porch construction, the stair entrances and ADA compliant rampswill be wood framed and completed. After the framing, porches, and ramps arecompleted, the finished railings will be installed to avoid any damages during the bulkconstruction period.

Roof ConstructionAfter successful framing of the building, prefabricated trusses will be delivered to the site whenthey are needed to avoid clutter on the job or the possibility of them being damaged while storedon site.

● Trusses delivered to site near building.● Layout for trusses is confirmed before the crane arrives to avoid wasted time and costs.● Crane sets up in pick location and trusses begin to be set on the buildings.● After all trusses are set, roof sheathing begins to be installed with aid from lull lift to help

assist materials to the roof.● After sheathing has been completed, the roof will be papered and shingled shortly after

to avoid large amounts of water reaching the non treated interior framing wood. Alsoduring this step, adequate fall protection will be required to place the shingles andsheathing. An important step to complete is to ensure that all penetrations through theshingles are caulked and weatherproofed to avoid future leaks.

Exterior ConstructionSome of the exterior work will be constructed simultaneously with the interior work but animportant note is that the windows and doors will be installed shortly after the framing has beencompleted. This will likely happen during the same time as trusses are being installed as theydo not conflict with each other with the exception of the installation of the windows in the dormerwhich will happen after the trusses have been installed.

● Doors and windows arrive on site as framing is nearing completion.

14

● Doors and windows are set into place. Windows in dormers may need a manlift orinstalled off a ladder depending on the subcontractor’s discretion. Since hardiplanksiding is being installed, it is important to caulk the ends of the siding as well as aroundany penetrations to avoid water damage inside the building.

● Exterior siding will be installed with the use of pump jacks and walk boards for largespans of the building. Since the elevation is not extreme, this is the most efficient way toinstall siding on the buildings.

● Also utilizing the pump jacks and walkoard, all facia and soffit will be installed once thesiding has reached the roofline.

● An important note is that all windows, doors, and penetrations are both caulked andflashed properly to avoid water damage.

MEP ConstructionOne major phase of the project will be the MEP rough in. This phase consists of subcontractorsperforming the necessary rough ins to ensure that mechanical, electrical, and plumbingconnections can be made inside the building. It is important that subs work cooperatively andset up their lines and equipment before moving on. The superintendent will make sure that subsperform a layout of their system to ensure that everything is done correctly and there will be noneed to reinstall any lines or equipment. All subs will be responsible for bringing in all the toolsand equipment they need. The superintendent will make sure that all the material necessary tocomplete the project according to plans is delivered on site. As the GC, the subs are the expertsand responsible for their work however, some general methods include but not limited to:

● Performing necessary layout for their systems● Establishing connections to underground utilities● Complete rough ins prior to installation of the sheetrock● Install MEP equipment and fixtures throughout the buildings● Subs are responsible for bringing their own equipment, material will be documented by

the superintendent

Interior WorkOne major project phase will be the interior construction. This phase will consist of all the interiorwork needed for both the shops as well as the restaurant. The work needed to be completedincludes:

● For the interior walls, sheet rock will be used and will be screwed on to the wooded studs● For the ceiling system, prefabricated bolted trusses will be used and installed to the

exterior frame. Trusses will be delivered onsite and moved to their respective locationsvia the crane on site

● Before closing in ceilings and or walls, building inspections must be completed to ensurethat all systems are working properly and up to building code

● Walls will then need to be painted prior to flooring being installed

15

● Once walls have been painted with multiple coats, the floor installation can begin. Alaminate wood floor system will be used for most of the sections except the kitchen in therestaurant

● The kitchen flooring system will consist of ceramic tiles as they provide additionalresistance to wear and tear, stains, and water

● After flooring systems have been installed and protected, cabinetry and other furniture

Parking Lot Means and MethodsStarting with the parking lot, earth grading will miniscule as the choice of a permeable asphaltwill be installed to allow for natural drainage. Since the land on which the lot will be constructedis already fairly level, a single dozer or skid steer will be needed to strip the topsoil to allow forthe subbase and permeable pavement to match the existing grade.

● Following the grading of the land will begin the application of the subbase. The subbaseis a crucial component of paving as it provides the asphalt support. This will be dumpedby a dump truck and smoothed out with the dozer or skid steer and then rolled by aroller.

● After the subbase has been constructed, a QA/QC step will occur. During this step, wewill bring a loaded dump truck to see if the subbase flexes. If it flexes more than an inch,it will be fixed. This can be accomplished by undercutting the soft areas and replacingthe material with a more sturdy aggregate material.

● Upon the placement of the subbase, the curb will be poured around the site. Thisincludes the boundaries as well as the islands. This will be completed using the chutefrom the concrete truck.

● After the curb has had time to cure, the forms will be stripped.● After the subbase is complete, the binder layer can be added. The binder layer consists

of larger aggregate mixed with oil to help strengthen the pavement.● Lastly comes the permeable asphalt surface installation. The layers will be dumped

using a dump truck then smoothen out by workers and machine pavers.● After that, an asphalt compactor roller will be driven over each layer to ensure

smoothness.

LandscapingAt the center of the shopping center will be a sidewalk system branching out to the shops andrestaurant. There will also be grass planted in the center for aesthetic purposes. The generalmeans and methods for this phase will consist of:

● Some small earthwork will be completed using a skid steer to clear out some of thetopsoil

● A subgrade will be set and properly compacted as a layer underneath the concrete to bepoured

● Formwork will be set up prior to the concrete pouring● Concrete for sidewalk will be poured and adequately cured for desired strength.

Concrete will be poured straight off the concrete mixing truck

16

● Control joints will be installed at every 4 feet to prevent cracking in the concrete● Once concrete has properly cured, sandy topsoil will be spread around the center area

and grass can be planted

Dock ConstructionThe dock will be a renovation of the existing dock. The dock will be assessed for its quality andfixed so that it can be used for visitors. Renovations may be:

● Replacing existing deck boards.● Fixing support columns.● Installing new support columns● Replacing beams and girders● Installing handrails

EstimateA quantity take off was performed using BlueBeam in order to obtain measurements for variousparts of the estimate. A spreadsheet was created with the applicable CSI codes being used onthe development. From the QTO, RSMeans was used to get dollar values for material labor andequipment. For HVAC, Fire suppression, plumbing, and electrical a SF estimate was used thatwas given to us in our CEM Estimating and Scheduling course.

See pages below

17

QUANTITY TAKE-OFF SHEET

JOB:

ESTIMATOR:

DIVISION 01 - GENERAL REQUIREMENTS

Division Description AmountDimensions

QTO Total Unit ConversionNew QTO

TotalConverted

Unit Crew Daily OutputUnit Bare Cost Itemized Bare Cost TOTAL

BARE COSTTOTAL DAYS COMMENTSL W H M L E M L E

013113 Project CoordinationField Engineer (0100) 52.00 - - - 52.00 Wks 1.00 52.00 Wks - - 0.00 1,525.00 0.00 0.00 79,300.00 0.00 ($ 79,300.00) -

Project Manager (0200) 52.00 - - - 52.00 Wks 1.00 52.00 Wks - - 0.00 2,500.00 0.00 0.00 130,000.00 0.00 ($ 130,000.00) -Superintendent (0260) 52.00 - - - 52.00 Wks 1.00 52.00 Wks - - 0.00 2,325.00 0.00 0.00 120,900.00 0.00 ($ 120,900.00) -

SubTotals: ($ 330,200.00) -

015213 Field Offices and ShedsOffice Trailer, 50'x10' (0450) 12.00 - - - 12.00 Months 1.00 12.00 Months - - 365.00 0.00 0.00 4,380.00 0.00 0.00 ($ 4,380.00) -

SubTotals: ($ 4,380.00) -

015213.40 Field Office ExpenseOffice Equipment (0100) 12.00 - - - 12.00 Months 1.00 12.00 Months - - 207.00 0.00 0.00 2,484.00 0.00 0.00 ($ 2,484.00) -Office Supplies (0120) 12.00 - - - 12.00 Months 1.00 12.00 Months - - 85.00 0.00 0.00 1,020.00 0.00 0.00 ($ 1,020.00) -

SubTotals: ($ 3,504.00) -

015626 Temporary FencingRented Chain Link, 6' High (0200) 1.00 - - - 1,105.00 LF 1.00 1,105.00 LF 2 Clab 400.00 3.04 1.64 0.00 3,359.20 1,812.20 0.00 ($ 5,171.40)

SubTotals: ($ 5,171.40)

ESTIMATE SUBTOTAL ($ 343,255.40)Sales Tax @6.75% on M & E $22,311.60SUBTOTAL A ($ 365,567.00) GC O&P @ 10% $36,556.70SUBTOTAL B ($ 402,123.70) Contingency @5% $20,106.19SUBTOTAL C ($ 422,229.89)


JOB: Rodanthe DevelopmentESTIMATOR: Team G

Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total

Converted Unit Crew Daily

OutputUnit Bare Cost Itemized Bare Cost TOTAL BARE

COST TOTAL DAYSCOMMENTSL W H M L E M L E

33053403200 Sidewalk 1.00 569.20 3.00 1.00 1,707.60 SF 1,707.60 SF C8 2,586.00 2.99 0.55 0.17 5,105.72 939.18 290.29 ($ 6,335.20) 31113653000 Sidewalk Forms 1.00 569.20 6in 569.20 LF 569.20 LF C1 600.00 0.05 0.31 1.14 30.17 176.45 648.89 ($ 855.51) 33053403800 Shop Footings 69.11 1.00 1.00 1.00 69.11 CY 69.11 CY C14C 28.00 240.86 106.55 0.98 16,645.83 7,363.67 67.73 ($ 24,077.23) 3113455000 Shop Footing Form 1,997.75 1.00 1.00 1.00 1,997.75 SFCA 1,997.75 SFCA C1 305.00 3.33 2.21 0.00 6,652.51 4,415.03 0.00 ($ 11,067.54) 32111600500 Shop Footing Rebar #4 3,615.50 1.00 1.00 1.00 3,615.50 LF 0.67 1.21 Ton 4 Rodm 2.10 1,192.50 410.22 1,440.04 495.37 0.00 ($ 1,935.41)

Restaurant Footings 28.12 1.00 1.00 1.00 28.12 CY 28.12 CY C14C 28.00 240.86 106.55 0.98 6,772.50 2,995.97 27.56 ($ 9,796.03) Restaurant Footings Forms 856.13 1.00 1.00 1.00 856.13 SFCA 856.13 SFCA C1 305.00 3.33 2.21 0.00 2,850.90 1,892.04 0.00 ($ 4,742.93)

Restaurant Footing Rebar #4 1,750.00 1.00 1.00 1.00 1,750.00 LF 0.67 0.59 Ton 4 Rodm 2.10 1,192.50 410.22 699.10 240.49 0.00 ($ 939.59) 321216130120 Asphalt Paving 1.00 110.00 210.00 23,100.00 SF 0.111 2,564.10 SY B25 6,345.00 8.44 0.47 0.45 21,641.00 1,205.13 1,153.85 ($ 23,999.98)

0.00 0.00 0.00 ($ - ) 0.00 0.00 0.00 ($ - ) 0.00 0.00 0.00 ($ - )

ESTIMATE SUBTOTAL ($ 83,749.41) Sales Tax @6.75% on M & E ($ 89,193.12) SUBTOTAL A ($ 89,193.12) GC O&P @ 10% ($ 98,112.44) SUBTOTAL B ($ 98,112.44) Contingency @5% ($ 103,018.06) SUBTOTAL C ($ 103,018.06)




Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL


Masonry 42210230100 Fountain wall CMU 31.50 1.50 2.00 63.00 SF 63.00 SF D8 400.00 2.72 2.22 0.00 171.36 139.86 0.00 ($ 311.22)

ESTIMATE SUBTOTAL ($ 311.22) Sales Tax @6.75% on M & E ($ 331.45) SUBTOTAL A ($ 331.45) GC O&P @ 10% ($ 364.59) SUBTOTAL B ($ 364.59) Contingency @5% ($ 382.82) SUBTOTAL C ($ 382.82)






Metals55113500350 Stairs 4.00 1.00 1.00 8.00 32.00 Riser 32.00 Riser E4 53.00 424.12 16.19 2.92 13,571.84 518.08 93.44 ($ 14,183.36) 55213500740 Handrail 1.00 250.00 1.00 1.00 250.00 LF 250.00 LF E4 137.00 262.70 6.32 1.13 65,675.00 1,580.00 282.50 ($ 67,537.50)

Footings Bracket 111.00 Ea 14.48 1,607.28 Lowes Value

ESTIMATE SUBTOTAL ($ 81,720.86)

Sales Tax @6.75% on M & E ($ 87,032.72) SUBTOTAL A ($ 87,032.72) GC O&P @ 10% ($ 95,735.99) SUBTOTAL B ($ 95,735.99) Contingency @5% ($ 100,522.79) SUBTOTAL C ($ 100,522.79)




Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE

COSTTOTAL DAYS COMMENTSL W H M L E M L E

61110140480 Wooden Posts Shops 10,372.00 1.00 1.00 1.00 10,372.00 BF 1/1000 10.37 MBF 2 Carp 0.70 2,509.00 519.00 0.00 26,023.35 5,383.07 ($ 31,406.42) 61110140480 Wooden Posts Restaurant 4,412.00 1.00 1.00 1.00 4,412.00 BF 1/1000 4.41 MBF 2 Carp 0.70 2,509.00 519.00 0.00 11,069.71 2,289.83 ($ 13,359.54) 61110406120 Wood Framing Studs 16" OC 7,204.00 1.00 1.00 1.00 7,204.00 BF 1/1000 7.20 MBF 2 Carp 0.60 1,242.00 613.83 0.00 8,947.37 4,422.03 ($ 13,369.40) 61623100200 Plywood Flooring System 8,800.00 1.00 1.00 1.00 8,800.00 SF 1.00 8,800.00 SF 2 Carp 1,250.00 1.42 0.29 0.00 12,496.00 2,552.00 ($ 15,048.00) 61633100020 Roof Board Panels 11,000.00 1.00 1.00 1.00 11,000.00 SF 11,000.00 SF 2 Carp 520.00 2.58 0.70 0.00 28,380.00 7,700.00 ($ 36,080.00) 61633100200 Exterior Wall Plywood 680.00 1.00 1.00 14.00 9,520.00 SF 1.00 9,520.00 SF 2 Carp 650.00 2.58 0.56 0.00 24,561.60 5,331.20 ($ 29,892.80) 61516100350 2" Planks for Decking 1,956.00 1.00 1.00 1.00 1,956.00 SF 1,956.00 SF 2 Carp 350.00 8.69 1.04 0.00 16,997.64 2,034.24 ($ 19,031.88) 61753100300 Prefab Roof Trusses 2' OC 8,800.00 1.00 1.00 1.00 8,800.00 SF 1.00 8,800.00 SF F3 3,000.00 3.62 0.28 0.16 31,856.00 2,464.00 ($ 34,320.00) 61110103540 2x10 Wood Beams 1.00 1.00 1.00 1.00 5,450.00 BF 1/1000 5.45 MBF 2 Carp 1.00 744.00 451.00 0.00 4,054.80 2,457.95 ($ 6,512.75) 61110103560 2x12 Wood Beams 1.00 159.00 1.00 1.00 80.00 BF 1/1000 0.16 MBF 2 Carp 1.00 814.00 408.00 0.00 130.24 65.28 ($ 195.52) 61110103720 4x12 Wood Beams 1.00 160.33 1.00 1.00 830.00 BF 1/1000 3.32 MBF F3 3.60 1,357.20 286.00 136.00 4,505.90 949.52 ($ 5,455.42) 61110103740 6x12 Wood Beams 1.00 240.25 1.00 1.00 900.00 BF 1/1000 5.40 MBF F3 3.96 1,333.00 261.00 123.80 7,198.20 1,409.40 ($ 8,607.60)

1.00 1.00 1.00 1.00 1,050.00 SF 1.00 1,050.00 SF

** 4x12s are 2 2x12s and 6x12s are 3 2x12s**

0.00 0.00 ($ - )







71113100030 Dampproofing 905.00 1.00 1.00 14.00 12,670.00 SF 12,670.00 SF 1 Rofc 665.00 0.30 0.24 0.00 3,801.00 3,040.80 0.00 ($ 6,841.80) 72113100040 Fiber Insulation 905.00 1.00 1.00 14.00 12,670.00 SF 12,670.00 SF 1 Carp 1,000.00 0.35 0.19 0.00 4,434.50 2,407.30 0.00 ($ 6,841.80) 72510100480 Vapor Fluid 905.00 1.00 1.00 14.00 12,670.00 SF 12,670.00 SF 1 Carp 4,000.00 0.15 0.05 0.00 1,900.50 633.50 0.00 ($ 2,534.00) 73113100150 Asphalt Roof Shingles 1.00 120.00 220.00 1.00 11,000.00 SF 0.01 110.00 Sq 1 Rofc 5.50 82.16 31.62 0.00 9,037.60 3,478.20 0.00 ($ 12,515.80) 74646100025 Fiber Reinforced Cement Siding 1.00 240.00 440.00 14.00 6,400.00 SF 6,400.00 SF 2 Carp 415.00 1.30 1.13 0.00 8,320.00 7,232.00 0.00 ($ 15,552.00)

0.00 0.00 0.00 ($ - ) 0.00 0.00 0.00 ($ - ) 0.00 0.00 0.00 ($ - )

($ - )







Windows85213400560 Bay Windows 7.00 6.00 8.00 Ea 8.00 Ea 2 Carp 6.00 1,393.88 63.65 0.00 11,151.04 509.20 0.00 ($ 11,660.24) 85413100230 Dormer Windows 12.00 2.00 12.00 Ea 12.00 Ea 2 Carp 20.00 402.70 18.04 0.00 4,832.40 216.48 0.00 ($ 5,048.88) 85413100230 Reg Windows 4.00 2.50 4.00 Ea 4.00 Ea 2 Carp 17.00 387.45 22.52 0.00 1,549.80 90.08 0.00 ($ 1,639.88)

Doors81613310060 Exterior Doors 4.00 3.00 4.00 Ea 4.00 Ea 2 Carp 15.00 474.00 25.00 0.00 1,896.00 100.00 0.00 ($ 1,996.00) 83213100500 Sliding Door 1.00 8.00 1.00 Ea 1.00 Ea 2 Carp 3.00 1,682.00 126.68 0.00 1,682.00 126.68 0.00 ($ 1,808.68) 81313130400 Interior Door 9.00 3.00 9.00 Ea 9.00 Ea 2 Carp 17.00 379.00 22.34 0.00 3,411.00 201.06 0.00 ($ 3,612.06)

($ 25,765.74) ESTIMATE SUBTOTAL ($ 25,765.74) Sales Tax @6.75% on M & E ($ 27,440.51) SUBTOTAL A ($ 27,440.51) GC O&P @ 10% ($ 30,184.56) SUBTOTAL B ($ 30,184.56) Contingency @5% ($ 31,693.79) SUBTOTAL C ($ 31,693.79)






Store Finishes92116333400 Gypsum Board 2.00 320.00 14.00 8,960.00 SF 8,960.00 SF 2 Carp 300.00 1.10 1.23 0.00 9,856.00 11,020.80 0.00 ($ 20,876.80) 92320100300 Plaster 2.00 320.00 14.00 8,960.00 SF 0.09 832.38 SY J1 105.00 3.27 7.76 1.37 2,721.90 6,459.30 1,140.37 ($ 10,321.56) 96219108300 Laminate Flooring 2.00 40.00 80.00 1.00 6,400.00 SF 1.00 6,400.00 SF 1 Clab 133.00 4.83 1.26 30,912.00 8,064.00 0.00 ($ 38,976.00) 97216133300 Vinyl Wall Covering 2.00 320.00 14.00 8,960.00 SF 1.00 6,400.00 SF 1 Pape 480.00 1.04 0.32 6,656.00 2,048.00 0.00 ($ 8,704.00)

Restaurant Finishes 0.00 0.00 0.00 ($ - ) 92116333400 Gypsum Board 1.00 265.00 14.00 3,710.00 SF 3,710.00 SF 2 Carp 300.00 1.10 1.23 0.00 4,081.00 4,563.30 0.00 ($ 8,644.30) 92320100300 Plaster 1.00 265.00 14.00 3,710.00 SF 0.09 333.90 SY J1 105.00 3.27 7.76 1.37 1,091.85 2,591.06 457.44 ($ 4,140.36) 96519336050 Kitchen Tile 1.00 26.00 20.00 1.00 520.00 SF 1.00 520.00 SF 1 Tilf 400.00 6.11 0.50 0.00 3,177.20 260.00 0.00 ($ 3,437.20) 96219108300 Laminate Flooring 1.00 66.00 26.00 1.00 1,716.00 SF 1.00 1,716.00 SF 1 Clab 133.00 4.83 1.26 8,288.28 2,162.16 0.00 ($ 10,450.44) 97216133300 Vinyl Wall Covering 1.00 265.00 14.00 3,710.00 SF 1.00 3,710.00 SF 1 Pape 480.00 1.04 0.32 3,858.40 1,187.20 0.00 ($ 5,045.60)








Restaurant Furnishings125416701520 Tables 18.00 1.00 1.00 1.00 18.00 Ea 1.00 18.00 Ea F7 28.00 830.00 31.68 0.00 14,940.00 570.24 0.00 ($ 15,510.24) 125223132300 Chairs 74.00 1.00 1.00 1.00 74.00 Ea 1.00 74.00 Ea - - 520.00 0.00 0.00 38,480.00 0.00 0.00 ($ 38,480.00) 125643101200 Desk 1.00 1.00 1.00 1.00 1.00 Ea 1.00 1.00 Ea 2 Carp 50.00 49.50 9.98 0.00 49.50 9.98 0.00 ($ 59.48) 123539000000 Commercial Kitchen Equipment 1.00 92.50 1.00 1.00 92.50 LF 1.00 92.50 LF 2 Carp 25.00 512.00 39.60 0.00 47,360.00 3,663.00 0.00 ($ 51,023.00) 125416200020 Restaurant Bar 1.00 25.70 1.00 1.00 25.70 LF 1.00 25.70 LF 1 Carp 5.00 315.00 49.90 0.00 8,095.50 1,282.43 0.00 ($ 9,377.93)







Fires Suppression System SF Estimate 1.00 10,400.00 SF 1.85 19,240.00 ($ 19,240.00) ($ 19,240.00)







Plumbing SF Estimate 10,400.00 SF 15.50 161,200.00 ($ 161,200.00)($ 161,200.00)







HVAC ($ 182,000.00)HVAC SF Estimate 1.00 10,400.00 SF 17.50 182,000.00







HVAC ($ 119,600.00)Electrical SF Estimate 1.00 10,400.00 SF 11.50 119,600.00








Underground Utilities331413152060 Water Supply 1.00 356.71 1.00 1.00 356.71 LF 356.71 LF B21 133.30 48.70 4.59 1.46 17,371.78 1,637.30 520.80 ($ 19,529.87) 333111163416 Sewage Piping 1.00 356.71 1.00 1.00 356.71 LF 356.71 LF B21 80.00 212.33 7.66 2.44 75,740.23 2,732.40 870.37 ($ 79,343.01) 337119174600 Electrical Conduit 1.00 356.71 1.00 1.00 356.71 LF 356.71 LF 2 Elec 240.00 1.82 1.73 649.21 617.11 0.00 ($ 1,266.32)








Site Work312514160200 Synthetic Erosion Control 61,410.00 1.00 1.00 1.00 61,410.00 SF 0.11 6,816.51 SY B1 2,500.00 1.98 0.26 0.00 13,496.69 1,772.29 0.00 ($ 15,268.98) 24113304450 Minor Site Demolition 61,410.00 1.00 1.00 1.00 61,410.00 SF 0.11 6,755.10 SY B6 160.00 4.33 1.38 0.00 29,249.58 9,322.04 ($ 38,571.62)

0.00 0.00 0.00 ($ - ) 0.00 0.00 0.00 ($ - )


QUANTITY TAKE-OFF SHEET SUMMARY

JOB: Rodanthe Commercial DevelopmentESTIMATOR: Enzo Chavez

Division Description Total Bare Cost

01General

RequirementsSubTotals: ($ 422,229.89)

02Existing

ConditionsSubTotals:

03 ConcreteSubTotals: ($ 103,018.06)

04 MasonrySubTotals: ($ 382.82)

05 MetalsSubTotals: ($ 100,522.79)

06Wood, Plastics & Composites

SubTotals: ($ 262,349.57)

07

Thermal & Moisture ProtectionSubTotals: ($ 54,474.36)

08 OpeningsSubTotals: ($ 31,693.79)

09 FinishesSubTotals: ($ 97,026.30)

10 SpecialtiesSubTotals:

11 FinishesSubTotals: ($ 97,026.30)

12 Furnishings

SubTotals: ($ 140,782.88)

14Conveying EquipmentSubTotals:

21Fire

SuppressionSubTotals: ($ 23,666.64)

22 PlumbingSubTotals: ($ 198,288.09)

23 HVACSubTotals: ($ 223,873.65)

26 ElectricalSubTotals: ($ 147,116.97)

28

Electronic Safety & Security

SubTotals: **Included with Division 26**

31 Site WorkSubTotals: ($ 66,227.98)

33 UtilitiesSubTotals: $123,178.72

Builders Risk InsuranceSubTotals: $522,964.70

Performace Bond

SubTotals: ($ 1,255,115.29)

ESTIMATE TOTAL ($ 2,091,858.82)

Cost-Benefit AnalysisWhen researching commercial property values for an area of similar sizes we found to bearound $1,000,000 [1]. Most of these properties had existing commercial buildings on them.This gives us a good idea of what the resale value of our project may be. We plan on utilizingthe One North Carolina Fund grant to help fund the project. This is a grant for developmentprojects that bring new jobs to a competitive area [2]. We understand that there are many othergrants such as the Job Development Investment Grant, however retail space does not qualifyfor that one. We feel that the One NC grant is best suited for our project plan. In order to betterour chances of receiving this grant, we will ensure that we meet guidelines for water lines andmake any improvements to the utility lines as necessary. We plan on creating many new jobswith this new development.

Construction CostsWe are estimating the total cost of construction using a per square foot estimate. We found thatin 2019 the average cost per square foot of retail construction is $56.53. We are using this baseestimate in order to get a general idea of the total cost of the project before furtherdevelopments have been made in the overall design. We are assuming a range from 1400 sf -5000 SF size for each of the structures in our retail development. Using these assumptions,each planned structure will cost somewhere between $110,000 - $280,000 to construct.

Property CostsBuilding Value: $0Land Value: $436,800Miscellaneous: $69,200Total Property Value: $506,000

Benefit AnalysisThe commercial area will have opportunities for retail and rent for stores and restaurants. Therewill be four shops, each around 2000 square feet, and one 1300 square foot shop. Individuals orcompanies will be able to rent them and sell their merchandise such as surf boards andclothes.The rent accumulated will be used to offset construction costs and will create an overallnet profit over the years. There will also be one 5000 square foot restaurant that will also begenerating money. While the costs to construct the project may be high, we anticipate a highdemand for consumer spending coming out of the COVID-19 lockdowns. Many people will beanxious to get out and spend the money saved by not eating out and shopping in stores for solong. People will also be more likely to want to travel after the pandemic so there will be largenumbers of people in the area. With the increase in numbers of people and tourism, there willbe a need for more stores and restaurants to accommodate the increase in people. New jobswill be created which will boost the community’s economy and revenue. It appears that theproject is worth it and we will move forward with the design of this project.

18

Pros Cons

New Jobs Construction Costs

Increase in revenue Increase road traffic

Help local fishing charters Cost to maintain property

Tourist attraction Environmental impact

Tourism in Rodanthe, North Caroline is most popular during the summer when there is warmweather and sunny days. This is when beaches, shops, and restaurants are open. Rodanthe islocated in Dare County on Hatteras Island. In 2018, Dare County was ranked fifth for tourismspending in North Carolina with $1.9 billion in spending. This commercial development project iscomposed of one restaurant and four stores or shops. Potential tenants for the waterfrontrestaurant include a crab shack, seafood restaurant, and a beachside bar and grill. Potentialtenants for the shops or stores are souvenir shops, surf shops, rental shops, grocery stores, andclothing stores. Although tourism has been stunted due to the COVID-19 pandemic, there isexpected to be ‘revenge travel’ that could bring tourism back to life. Since many are feelingtrapped with stay-at-home orders and quarantine, experts are predicting a huge boom in travelfor this upcoming year, especially since vaccines are being distributed at a fast pace. Thismeans that it is the perfect time to get started on building this commercial development, in alocation that is very popular amongst tourists.

19

Figure 1: Gross Meals Summary 2008-2021

Figure 1 displays the amount of money reported relating to foods and beverages. In Figure 1, asteady increase can be shown throughout 2008-2021. This shows that the demand forrestaurants is growing and that there is potential revenue in this market sector.

Figure 2: Visitor Spending Allocations

Figure 2 shows the allocations of visitor spending in 2015. Although this is a few years ago, thesame trends can be seen today. Other than accommodations, restaurant spending is the secondmost category in visitor spending. Souvenir and shopping spending is also one of the topcategories. This graphic can be used to help determine the demand for these two areas andshows where tourist money is going towards.

20

Figure 3: Visitor Spending Allocations ($)

Similar to Figure 2, Figure 3 shows the amount of money visitors spend when visiting the OuterBanks. This data is also from 2015, however, tourism spending has increased since then asseen in Figure 1. Other than accommodations, restaurants are the highest category for whichvisitors are spending, while souvenir and shopping are the fourth highest.

Figure 4: Visitor Satisfaction and Referral

Visitor satisfaction is always important for any tourist location. This graphic shows that out of thepeople who completed the survey, most of them are very likely to visit the Outer Banks again aswell as recommend visiting to others. This is crucial so that the tourism industry has a constantsupply of tourists every year which will create a constant revenue as well.

The best restaurant franchise options that would thrive in this development are those similar toRed Lobster or Texas Roadhouse. The average Red Lobster makes about $3.5 million inrevenue per year, while the average Texas Roadhouse makes about $5.4 million in revenue peryear. Appropriate candidates for occupying the beach stores would be those similar to PacSun(Pacific Sunwear), Tommy Bahama, or Zumiez. The average revenue per store of a PacSun is

21

about $1.8 million. Zumiez, a popular surf shop, has an average revenue of $1.4 million perstore. Although tourism significantly boosts the revenue in restaurants and stores like these, therevenues in this development would be slightly less than the average restaurant because of theseasonal visits of tourists. The final estimate of this development came out to be about $2million to complete in total. Since it has a great location and high potential for revenue, wewould be able to charge tenants of the restaurant $350 per square foot and tenants of the stores$200 per square foot. Based on the rental projections, operating and maintenance costs, realestate costs, and construction costs, we would be able to see revenue within 1.5 - 2 years ofcompleting the project. Based on all of the data, this development is worth it and profitable.

ScheduleIn the schedule, all pre construction and design development is included in the early days of theproject. Moving forward with construction, we decided the best way to complete the work was tostagger the buildings. We named them red shop, blue shop, and restaurant. The work will becompleted on one building and then that crew will move on to the next building. Once the crewthat was working on the first building has moved on, the next crew for the next task can beginwork. Also included in the schedule is the time allotted for punch list items as well ascommissioning and building turnover.

See pages below

22

ID Task

Mode

Task Name Duration Start

1 Project Beginning. Receive RFP 0 days Mon 6/7/21

2 Preconstruction

3 RFP Received 1 day Mon 6/7/21

4 Develop schematic design 30 days Mon 6/7/21

5 Boring Logs 14 days Mon 6/7/21

6 Surveys 30 days Mon 7/19/21

7 Zoning permits 14 days Mon 7/19/21

8 Environmental permits 14 days Mon 7/19/21

9 Develop Construction Plans 90% 90 days Mon 7/19/21

10 Review Drawing Set 14 days Mon 11/22/21

11 Create BIM Model 60 days Fri 12/10/21

12 Notice to Proceed 0 days Thu 12/9/21

13 Pre-coordination 1 day Fri 12/10/21

14 Issue Subcontractor bids 15 days Fri 12/10/21

15 Initiate RFI Communications 1 day Fri 12/31/21

16 Receive subcontract bids 10 days Fri 12/31/21

17 Award sub-contracts 0 days Thu 1/13/22

18 Initiate Preconstruction

communication and

coordination

5 days Fri 1/14/22

19 Construction 0 days Fri 12/10/21

20 Set-up

21 Mobilize to jobsite 7 days Fri 12/10/21

22 Install Fence 3 days Fri 12/10/21

23 Set-up trailers, dumpsters, and

porta-johns

2 days Tue

12/21/21

24 Place Enironmental controls 4 days Fri 12/10/21

25 Clearing and grubbing 3 days Thu 12/16/21

26 Underground

27 Perform ground penetrating scan3 days Tue 12/21/21

28 Rough grading 5 days Tue 12/21/21

29 Install underground utilities 14 days Tue 12/28/21

30 Dig footings red shop 3 days Mon 1/17/22

31 Dig footings blue shop 3 days Thu 1/20/22

32 Dig footings restaurant 3 days Tue 1/25/22

33 Formwork and Rebar red shop 2 days Thu 1/20/22

6/7

12/9

1/13

12/10

30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 6 13 20 27 3 10 17 24 1 8 15 22 29 5

Jun '21 Jul '21 Aug '21 Sep '21 Oct '21 Nov '21 Dec '21 Jan '22 Feb '22 Mar '22 Apr '22 May '22 Jun '22

Task

Split

Milestone

Summary

Project Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

External Tasks

External Milestone

Deadline

Progress

Manual Progress

Page 1

Project: Master NCB Schedule

Date: Fri 4/30/21

ID Task

Mode


34 Formwork and Rebar blue shop 2 days Tue 1/25/22

35 Formwork and Rebar restaurant 2 days Fri 1/28/22

36 Pour Footings red shop 1 day Mon 1/24/22

37 Pour Footings blue shop 1 day Thu 1/27/22

38 Pour Footings restaurant 1 day Tue 2/1/22

39 Structural

40 Place columns on footings red shop3 days Tue 1/25/22

41 Place columns on footings blue

shop

3 days Fri 1/28/22

42 Place columns on footings

restaurant

3 days Wed 2/2/22

43 Set floor joists red shop 3 days Fri 1/28/22

44 Set floor joists blue shop 3 days Wed 2/2/22

45 Set floor joists restaurant 3 days Mon 2/7/22

46 Set subfloor red shop 3 days Wed 2/2/22

47 Set subfloor blue shop 3 days Mon 2/7/22

48 Set subfloor restaurant 3 days Thu 2/10/22

49 Framing red shop 5 days Mon 2/7/22

50 Framing blue shop 5 days Thu 2/10/22

51 Framing restaurant 5 days Tue 2/15/22

52 Roof trusses red shop 4 days Mon 2/14/22

53 Roof trusses blue shop 4 days Thu 2/17/22

54 Roof trusses restaurant 4 days Tue 2/22/22

55 Stairs, ramp, and porch red shop4 days Fri 2/18/22

56 Stairs, ramp, and porch blue shop4 days Wed 2/23/22

57 Stairs, ramp, and porch restaurant6 days Mon 2/28/22

58 Rough Ins

59 Plumbing RI red shop 6 days Fri 2/18/22

60 Plumbing RI blue shop 6 days Wed 2/23/22

61 Plumbing RI restaurant 6 days Mon 2/28/22

62 Electrical RI red shop 6 days Mon 2/28/22

63 Electrical RI blue shop 6 days Thu 3/3/22

64 Electrical RI restaurant 6 days Tue 3/8/22

65 HVAC RI red shop 5 days Tue 3/8/22

66 HVAC RI blue shop 5 days Tue 3/15/22

30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 6 13 20 27 3 10 17 24 1 8 15 22 29 5


Task

Split

Milestone

Summary

Project Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only


Manual Summary

Start-only

Finish-only

External Tasks

External Milestone

Deadline

Progress

Manual Progress

Page 2


Date: Fri 4/30/21

ID Task

Mode


67 HVAC RI restaurant 6 days Tue 3/22/22

68 Shell

69 Waterproofing red shop 5 days Fri 2/18/22

70 Waterproofing blue shop 5 days Wed 2/23/22

71 Waterproofing restaurant 5 days Mon 2/28/22

72 Insulation red shop 4 days Tue 3/8/22

73 Insulation blue shop 4 days Fri 3/11/22

74 Insulation restaurant 4 days Wed 3/16/22

75 Siding red shop 5 days Thu 2/24/22

76 Siding blue shop 5 days Tue 3/1/22

77 Siding restaurant 5 days Tue 3/8/22

78 Windows red shop 7 days Fri 2/18/22

79 Windows blue shop 7 days Wed 2/23/22

80 Windows restaurant 7 days Mon 2/28/22

81 Architectual

82 Railings red shop 5 days Thu 2/24/22

83 Railings blue shop 5 days Tue 3/1/22

84 Railings restaurant 5 days Tue 3/8/22

85 Interior

86 Wall Coverings red shop 14 days Mon 3/14/22

87 Wall Coverings blue shop 14 days Thu 3/17/22

88 Wall Coverings restaurant 16 days Tue 3/22/22

89 Finish Flooring red shop 10 days Fri 4/1/22

90 Finish Flooring blue shop 10 days Wed 4/6/22

91 Finish Flooring restaurant 14 days Wed 4/13/22

92 Paint red shop 6 days Fri 4/15/22

93 Paint blue shop 6 days Wed 4/20/22

94 Paint restaurant 6 days Tue 5/3/22

95 Trim Out

96 Install Plumbing fixtures red shop2 days Fri 4/1/22

97 Install Plumbing fixtures blue shop2 days Wed 4/6/22

98 Install Plumbing fixtures restaurant3 days Wed 4/13/22

99 Install Kitchen appliances and

equipment

3 days Mon

4/18/22

30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 6 13 20 27 3 10 17 24 1 8 15 22 29 5


Task

Split

Milestone

Summary

Project Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only


Manual Summary

Start-only

Finish-only

External Tasks

External Milestone

Deadline

Progress

Manual Progress

Page 3


Date: Fri 4/30/21

ID Task

Mode


100 Install Electrical Fixtures red shop2 days Fri 4/1/22

101 Install Electrical Fixtures blue shop3 days Wed 4/6/22

102 Install Electrical Fixtures restaurant3 days Wed 4/13/22

103 Trim Out HVAC red shop 3 days Fri 4/1/22

104 Trim Out HVAC blue shop 3 days Wed 4/6/22

105 Trim Out HVAC restaurant 3 days Wed 4/13/22

106 Civil

107 Final Grading 5 days Mon 4/18/22

108 Parking Lot 7 days Mon 4/25/22

109 Sidewalks 5 days Wed 5/4/22

110 Renovate existing pier 7 days Wed 5/11/22

111 Bring in sand for beach 2 days Mon 4/25/22

112 Install Fountain 2 days Wed 5/11/22

113 Plant Vegitation 5 days Wed 5/11/22

114 Plant Grass Seed and Straw 2 days Wed 5/11/22

115 Miscellaneous

116 Punch List 14 days Mon 4/18/22

117 Final Clean 5 days Fri 5/6/22

118 Prepare Warranty and

Maintenance Books

5 days Fri 5/6/22

119 Commissioning 5 days Fri 5/6/22

120 Move in Furniture 10 days Fri 5/13/22

121 Close Out 0 days Mon 10/12/20

122 Building Turn-Over

123 Owner Final Walk-Through 1 day Fri 5/27/22

124 Turn-Over Warranty and

Maintenance Books

1 day Mon

5/30/22

125 Train Owner Employees 3 days Tue 5/31/22

126 De-Mobilze from site 3 days Fri 5/27/22

127 Take Down Construction Fence 3 days Wed 6/1/22

128 Turn Over Keys 1 day Fri 6/3/22

129 Building Occupancy and Project

Completion

0 days Fri 6/3/22

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Safety PlanSee pages below

23

RODANTHE COMMERCIAL

DEVELOPMENT SAFETY PLAN LPD Construction LLC

Rodanthe Commercial Development Safety plan

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TABLE OF CONTENTS Health And Safety Statement ....................................................................................................................... 2

Project Safety Orientations ........................................................................................................................... 3

Hazard Communication Program .................................................................................................................. 3

Daily TOOLBOX Talks ..................................................................................................................................... 4

General Safety Guidelines ............................................................................................................................. 4

Site Specific Guidelines ................................................................................................................................. 7

Safety Inspections ......................................................................................................................................... 8

Emergency Procedures ................................................................................................................................. 8

Pandemic Mitigation Protocols [5] ............................................................................................................... 9

References .................................................................................................................................................. 10


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HEALTH AND SAFETY STATEMENT

LPD Construction LLC has a robust protection policy to prevent injuries

for all employees, property and the public. Employees at all levels are

responsible and accountable, including administrators. All employees

work thoroughly and consciously, For the protection of all employees

on the workplace every day, every job is required. Management

encourages all workers' involvement in the initiative and Equipment,

preparation and practices are sufficient. It is up to all workers to comply

with the procedures to provide a safe working environment and

strengthening safety policies whenever possible. We strive to be a

workplace without injuries or disaster.

- LPD Construction LLC

X

Project Manager

X

Site Superintendent

X

Project Engineer

X

Project Executive


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PROJECT SAFETY ORIENTATIONS

1. Every representative of LPD Construction LLC and its subcontractors

constructing at assigned places of work are obliged to finish the Employee

Safety Orientation and sign the health and safety statement. This should be

finished within a week of the employee starting work.

2. Following the Safety Orientation, a site-specific sticker will be given to

every worker which should be worn on their hard cap. Representatives will

not be permitted to work on the place of work without this sticker on their

hard cap.

HAZARD COMMUNICATION PROGRAM

1. Material Safety Data Sheets (MSDS) – will be provided to every

employee regarding any hazardous material introduced on the job site.

SDS Sheets will be on the jobsite as well as saved in our company’s

database.

2. Label Requirements – Every item on the jobsite will be labeled and

organized by the subcontractor in charge.

i. Labels shall include:

1. Identity

2. Hazard

3. Description

4. Contact information for responsible party

3. Training – All contractors are required to fully train all employees in the

procedures of hazard identification and report. All employees are

required to wear the proper PPE as well as maintain it.


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DAILY TOOLBOX TALKS

LPD Believes in daily safety education for both supervisors and their crews.

Toolbox talks will be led daily by the site Safety Representative or Project

Superintendent before work can begin. Toolbox subjects ought to be pertinent to

the construction activities occurring on the jobsite for that day. The administrator

will disseminate and gather a marked sheet from every subcontractor every week.

Foremen have the obligation of auditing this sheet with their group individuals

and presenting a marked duplicate to the Project Manager or Site Safety

Coordinator.

GENERAL SAFETY GUIDELINES

Personal Protective Equipment (PPE) [1]

1. All personal protective equipment shall be provided by subcontractors

preceding the start of each job.

2. Personal protective equipment including hard hats, safety glasses, work boots and

high visibility shirts must be always worn.

3. Proper work attire consists of long pants ; a shirt with a minimum of 4

inch sleeves, and proper hard soled work shoes.

4. Fall protection is required for all trades when working at heights of 6’ or more.

5. Protective gloves or clothing shall be worn when required to protect against a

hazard.

6. A face shield or safety goggles are required when cutting, grinding, welding or

power washing.

7. Hearing protection is required when working in areas where noise levels exceed 85

decibels, or normal conversation cannot be conducted, or when the area is posted as a

noise hazard.

8. Dust masks or respirators shall be worn in all dusty environments. Pulmonary

function testing, fit tests and written respiratory programs are required for respirator.


5 | P a g e

9. All personal protective equipment must be inspected daily per OSHA standards.

Moving Equipment [2]

1. All operating equipment shall be equipped with rollover guards per OSHA

standards.

2. Operating equipment shall be equipped with an audible notifications system, strobes and/or

beacons per manufacturers requirements.

3. A spotter is required whenever a vehicle has a restricted view while operating on

site.

4. Properly set-up barricades or traffic control zones when operating equipment near

public roadways. When construction activities are at a peak level, the use of a

spotter/traffic controller is permitted to help direct and control traffic.

5. Sub-contractors are required to conduct daily inspections of all equipment.

6. Employees assigned to traffic control duties must wear high visibility clothing per

OSHA standards.

Excavating/ Site Utilities [3]

1. The competent person must inspect the excavation:

a. Daily before work activities commences.

b. After a heavy rainfall.

c. At depths greater than 4’ for oxygen deficiencies or hazardous atmospheres.

d. For failures of protective systems, equipment and adjacent structures.

2. Miss Dig must be contacted prior to starting any excavating.

3. When working in a trench 4 feet or more in depth, proper sloping, shoring, or other

cave-in protection methods shall be utilized.

4. Ladders shall be provided at least every 25 feet for access to trenches exceeding 4

feet in depth.

5. Material and spoil piles shall be kept a minimum of 2 feet away from the edge of a

trench.

6. All open holes, trenches, and excavations shall be barricaded and clearly marked to

alert the public and other workers in the area.


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Fall Protection [4]

1. Fall protection systems are required when exposed to heights of 6’ or more. All systems must be

inspected, constructed and installed per OSHA requirements.

Systems include:

a. Guardrails

b. Safety nets

c. Personal fall arrest systems

2. When conducting roofing work, contractors are required to submit a pre-task

analysis.

3. All holes/ floor openings greater than 2” in depth or diameter are required to be

properly barricaded/covered or secured, and clearly marked with high visibility paint as

a “hole”. All hole/openings that are barricaded and covered shall be

securely/mechanically fixed in place.

4. LPD Construction is required to maintain all fall protection devices.

5. LPD endeavors to use conventional fall protection methods, but occasionally this is infeasible. In such

cases, a customized fall protection plan is created to comply with the following OSHA standards:

a. Site specific requirements/unique circumstances.

b. Prepared by a qualified person.

c. Supervised by a competent person.

d. Explain why conventional methods are infeasible.

e. Discuss the safety measures that will be taken to reduce or eliminate the fall

hazard of the workers.

f. Describe all controlled access zones.

g. Require training for all employees.

Housekeeping [1]

1. Subcontractors must properly dispose of all waste materials on a daily basis.

2. Subcontractors must properly store and secure all work material and equipment.

3. Site clean-up is required on a daily basis.


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SITE SPECIFIC GUIDELINES

Electrical [1]

1. All temporary outlets must be equipped with GFCI’s and electric receptacles.

2. Cords and tools must be inspected on a daily basis. If the insulation or casing of the

cord is damaged, or the ground prong is missing, the cord will be cut by project

supervision.

3. All cords must be 3 prong heavy duty cords and be protected from indoor/ outdoor

traffic.

4. Portable generators must be provided with ground fault circuit interrupters.

5. Temporary lighting must be protected with safety guards.

6. Stairwells, corridors & work areas shall be properly illuminated with either temporary

or permanent lighting.

Ladder Safety [1]

1. All employees shall be properly trained before using a ladder.

2. Ladders should be inspected daily prior to use.

3. The proper ladder should be chosen for each specific job. The weight of the employee as well as the

tools used while on the ladder should be considered.

4. Ladders should be placed on level ground and properly secured in certain circumstances.

5. Ladders should not extend within 10 feet of any electrical lines.

6. Damaged ladders should immediately be taken out of service.

7. Three points of contact should be maintained at all times.

8. A 4:1 ratio should be maintained to provide a stable working surface.


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SAFETY INSPECTIONS

We require that all LPD employees strive to maintain a safe working environment. In order to maintain

safe working conditions, regular weekly safety inspections will be conducted by a qualified safety

coordinator. Inspections will be made announced as well as unannounced. Each subcontractor should

perform daily safety inspections to ensure a safe environment per OSHA standards. This site safety

representative shall then take the following actions:

a. Discuss all hazards with the necessary parties.

b. Explain appropriate recommendations and precautions.

c. Assist with any necessary training (i.e. provide appropriate Tool Box Talks), in

accordance with the level of hazard.

d. Issue citations & corrective actions. [1]

EMERGENCY PROCEDURES

In the event of a serious emergency, a long singular blast will be sounded by a project

superintendent/Supervisor. A serious emergency is defined as a serious injury onsite, imminent danger

to the jobsite, Severe weather forecasts, etc.. In the event that the horn is sounded, all work shall be

paused and all workers shall report to their supervisors for further instruction.

In the event that a crew cannot immediately locate their supervisor, they are trained to immediately

and calmly make their way to the designated muster location.

In the event of a serious emergency that causes the site to be unsafe, three long repeated blasts will

signal an immediate evacuation of the jobsite. All supervisors/formen are required to ensure all their

workers are accounted for and out of harms way.


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PANDEMIC MITIGATION PROTOCOLS [5]

In response to the novel coronavirus disease (COVID-19) pandemic, LPD Construction has developed a

COVID-19 Safety Plan.

Our plan is to provide education on the importance of a “Multiple Barrier Approach” in hopes of

reducing exposure as well as transmission of the Covid-19 virus. LPD workers as well as anyone on the

jobsite will be safer with these barriers put into place:

- Increased Awareness of personal health – “If you are sick, do not report to work under any

circumstances.”

- Increased Handwashing – “Includes better access to sinks and hand sanitizer across the jobsite.”

- Mask Mandates for all LPD Employees on and off the jobsite

- Increased awareness of social distancing – “At least 6 feet of distance between workers at all times

unless a task requires closer contact.”

- Increased Testing for employees – “Rapid tests will be administered daily for high-risk employees.”

RESPONSIBILITY OF MANAGERS AND SUPERVISORS

All LPD Project managers and site supervisors must be familiar with this Plan and be ready to answer

questions from workers. Managers and supervisors must set a good example by following this Plan at all

times. This involves practicing good personal hygiene and jobsite safety practices to prevent the spread

of the virus. Managers and supervisors must encourage this same behavior from all workers.

LPD will designate a Safety Plan Lead and site-specific COVID-19 supervisor of each work site locations.

The designated supervisor will monitor the health of workers and enforce the COVID-19 job site safety

plan.

Location Designated Site-Specific Supervisor

Rodanthe Commercial Development Turner Lee


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RESPONSIBILITY OF WORKERS

Please be responsible for your own health and ensure you participate in the LPD “multiple barrier”

prevention efforts while at work. To minimize the spread of COVID-19 at our jobsites, everyone must

play their part. We at LPD are instituting various housekeeping, physical distancing, and other best

practices at our jobsites to prevent the spread of COVID-19. All workers must follow these practices.

Specific question about this Plan or COVID-19, should be directed to your manager or supervisor.

You are expected to report to your managers or site-specific COVID-19 supervisors, if you are

experiencing signs or symptoms of COVID-19, as described below.

People with these symptoms or a combination of systems may have COVID-19:

• Cough;

• Shortness of breath or difficulty breathing;

Or at least two of these symptoms:

• Fever;

• Chills;

• Repeated shaking with chills;

• Muscle pain;

• Headache;

• Sore throat;

• New loss of taste or smell.

If you have any of these symptoms or a combination of these symptoms you must stay home. Do not

come to work until:

• 24 hours after your fever is gone without using medicine;

• Your other symptoms have improved; and

• Ten days after your symptoms started.

REFERENCES [1] Osha, “Personal Protective Equipment: Guidelines for Assessment, Selection, and Training,”

1910.

[2] “1910.212 - General requirements for all machines. | Occupational Safety and Health Administration.” [Online]. Available: https://www.osha.gov/laws-


11 | P a g e

regs/regulations/standardnumber/1910/1910.212. [Accessed: 15-Mar-2021].

[3] “1926.651 - Specific Excavation Requirements. | Occupational Safety and Health Administration.” [Online]. Available: https://www.osha.gov/laws-regs/regulations/standardnumber/1926/1926.651. [Accessed: 15-Mar-2021].

[4] OSHA, “OSHA GUIDANCE DOCUMENT FALL PROTECTION IN CONSTRUCTION,” 2018.

[5] Washington State University, “Covid19 Safety Plan” 2019.

Risk Management PlanContract Risks

With the project being a design build, there are both advantages and disadvantageswhen it comes to this contract type. In this design build, LPD Construction LLC. is bothdesigning and constructing the new commercial development project in Rodanthe. This reducesthe owners risk from diffused responsibility for design and construction. We as the contractormust work and communicate with both the subcontractors and our design team as effectively aspossible to ensure an adequate design with construction feasibility. By doing this, we reduce therisks of delays in the project due to any discrepancies in the drawings. Communication andtransparency are key factors that will lead to a more effective management of the project. Whenit comes to change orders, it is something that every project has and we must anticipate it whenbeginning a project. Again, effective communication will be critical to efficiently solve and correctany changes with minimal impact to the project schedule.

Scheduling RisksAs the primary contractor for this project, we have assumed all risks associated with the

schedule. The project schedule will include design and construction activities and will show thesequence and continuity of the operations. It is essential to stay on the planned schedule and toavoid any delays or setbacks. One of the first tasks is to identify risks that we may face duringthe construction of the project. Some of these risks may include inadequate soil bearingcapacity, differing site conditions, delays in material deliveries, and weather. Once risks areidentified it is key to formulate an effective response strategy and communicate it to the projectteam as well as any external stakeholders. By doing this, we mitigate risk which can lead tosetbacks in the schedule and hopefully reach the completion deadline to avoid any extracharges.See attachment on next page for a copy of daily work form.

Environmental RisksEnvironmental risks are apparent in any project. For this specific commercial

development project, it is important not to disturb any wildlife and coastal ecosystems aroundthis region. To mitigate this, we will be using fences and erosion controls in order to keep anywildlife away from the site as well as vegetation. Another environmental risk is the rise of sealevel or flooding and long term climate change. To avoid any damages from this event, thedevelopment will be elevated on a wooden base structure that is sturdily supported by baseplates and concrete footings.

Safety Risks

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Starting off with the lowest level of safety protection we have Personal ProtectiveEquipment. All workers on the jobsite are required to have proper PPE. Helmets are to be usedat all times to mitigate any risks associated with heavy equipment/material being moved around.Eye protection will also be used to protect eyes to mitigate any risks associated with welding,cutting, and nailing concrete or reinforcing steel. Hand protection and steel toed boots will alsobe required to protect those respective body parts. Lastly, high visibility vests will be required tomake sure workers on the bridge are easily visible to other workers and crane operators. PPEis demanded on every construction site by OSHA and all the workers on the bridge will berequired to wear applicable PPE. Potential hazards on site will be analyzed and dealt with on acase-by-case basis by the safety manager on site. All OSHA standards will be followed andimplemented on site in order to minimize any injuries. In addition, all employees must adhere toour Safety Plan.

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Daily Work Report

Job Stamp Date Weather DWR #

AM:PM:

SUBCONTRACTOR

CONTRACTORHOURS OFWORK

# OFWORKERS ONSITE

WORKPERFORMED

EQUIPMENT

DELIVERY DELIVERY NUMBER CORRESPONDINGSUBCONCTOR

SIGNATURE

Inspector/Inspections CorrespondingSubcontractor

Superintendent:

Project Engineer:

Project Manager:

Pictures

Areas of Personal InterestMason’s area of interestI have grown up going on family vacations in the Outer Banks so I find it interesting that we getto develop a place for both tourists and locals to go and enjoy themselves. I always enjoy goingto places that the locals love to go to because it feels more authentic. The laid backenvironment of the Outer Banks is very unique and I love learning more about it. It is importantto build something that fits in with the culture of the local community. In order to achieve this, Icreated a questionnaire and used it to get insight from Jenna Hall, who has a family beachhouse in Hatteras, NC, a neighboring area. The questionnaire which Jenna’s responses can beseen below:

Rodanthe NC Development QuestionnairePlease answer the following questions to help us get a better understanding ofthe culture and community of the Outerbanks area.

What is your favorite part(s) about the Outerbanks area?

● My absolute favorite part of the outer banks is the feeling you get being in a village that isonly about two miles long. Although I don’t live there year-round, when I do visit myfamily house (which is in Hatteras Village) I love being able to walk to the shops, to seewhat the charter boats caught, and even to get dinner. We can always drive to any ofthese places, but why would we when we're on an island?

● A close second of my favorite things about the outer banks is being able to drive my caron the beach. When I was choosing what car I wanted when I received my license in11th grade, I made sure to get a car that had 4-wheel drive just so that I would be able todrive out to the beach anytime I visited Hatteras.

● One of my favorite things about Hatteras Village as well is the ice cream shop HappyBelly. They have the best ice cream in the world and really make a day at the beachwhole when you pick up 2 scoops after already being full from dinner!

What activities do you currently do for fun there?

● My family is one that spends all day, every day on the beach. The village in which myhouse is located doesn’t have too many tourist attractions and the ones that they dowe’ve already done. So, we spend most of our time on the beach just soaking up thesun or even surfing in the water.

● One of my dad's favorite activities is to go fishing, especially on a charter boat. He grewup visiting his aunt's house in Frisco and has had lifelong friendships with many of thelocals there. Many of them are captains or mates for the charter boats, so he is alwayswanting to support their businesses and just loves to fish in general. I get sea-sick, so Itry to avoid fishing!

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● Something else my family has always tried to do when we visit is take a ferry ride toOcracoke for the day or even just the evening. When we visit Ocracoke we usually parkour cars and walk the whole island to visit the many little gift shops, surf shops, icecream shops, and restaurants.

● I have always loved climbing the Hatteras Lighthouse as well, it will never get oldand I love continuing to learn about the history of Hatteras Island.

What are some new things you would like to see come to the area?

● Personally, I love Hatteras Island just the way it is and how it’s not meant to be a touristattraction. Of course, in recent years it has become a vacation destination for manyand although it can become very crowded over the summers now it has helped manysmall businesses stay alive there. Not only that, but my family house has been rentedout all season for the past couple of summers.

How do you feel about a new development with a few stores and a restaurant/brewery?

● I would like a new development to occur, as long as it wasn’t to develop in my village. Ifeel that a development like this wouldn’t be nearly as successful as it would be if itwere to be placed inRodanthe or even Avon, this is because many people don’t drive all the way down tothe village unless they are taking a trip to Ocracoke.

● In my eyes, a development like this would be something that many people would like towalk to or it wouldn’t be a long drive, so in order to gain the most attraction, it wouldneed to be placed in one of the larger islands and not 2 mile long Hatteras Village.

How do you feel your neighbors (other locals) would react to a new development witha few stores and a restaurant/brewery?

● I feel that many locals would have mixed feelings about such a development. There wouldbe many that support the development and would like to see how it affects the economyof the island. Those that don’t support it, though, would typically be those that love theisland the way it is. These are the owners of the small businesses because many of therestaurants not only own one restaurant but multiple and they also work in the kitchen ofthese dining places. They would probably love to see what the new development lookslike, but at the same time would be very worried about losing their customers to this new,attractive development.

We took her answers into consideration when designing the property. For example, she saidthat the beach was the focus of their time on vacations so we decided to design the restaurantoff to the corner of the property and allow for a beachy area that guests can use. We alsodesigned the restaurant with an outdoor seating area on the back deck to overlook the water. Iwas also very interested in the graphical design so I spent extra time making the Revit modellook tropical by adding tropical plants and finding coastal siding options for the exterior of thebuilding. We will also be renovating the existing pier so that guests can walk out and enjoy thebeautiful views of the sound. We also listened when she said she likes the small feel of theisland so we decided to keep the development fairly small. We only have four total shops and

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one restaurant. We will also allow for local vendors to have first looks at leasing the space fortheir business. This addresses her concern that the locals will worry big companies will comedown and take business away. We feel it is essential to keep the development in line with thesmall local feel. We want locals and tourists to feel as if this place has been a favorite spot for allto come and enjoy.

Enzo’s Area of InterestThroughout my time in college and past work experiences I have enjoyed the field workassociated with construction. One of the superintendent’s most important jobs is maintainingsafety. For this submission I did in depth research for safety on the Rodanthe Bridge project.Following OSHA regulations I was able to devise some safety practices that will be applicable tobridge construction. Having taken OSHA 10 hour I was able to use my previous knowledge toeffectively communicate what needed to be accomplished on the job site to maintain safety. Forthe 90% Submittal, I took my interest in field work and decided to create a Daily Work Report tobe used by the Field Engineer on site.

Grant’s Area of Interest

For this project, I worked on the overall design of our commercial development. This includesboth the CAD as well as aspects of the structural design. Throughout my time at Virginia Tech, Ihave enjoyed working with useful construction software as well as general structural designwork. Being able to work on the site plan and base map provided me with the opportunity tolearn more about project design and practice my CAD skills. This also allowed me to envisionthe layout of the buildings as well as foundation systems as the development was comingtogether. Although most of the design work in school was focused on steel beams and concrete,performing these tasks are activities that align with my long-term goals of designing/buildinghouses. Being able to perform structural loading of the columns, footings, and minor trusscalculations allowed me to use skills that will be used after pursuing to become a P.E. Thisproject allowed me to get insight on the design work of wood structures, which I have had handson experience in before, but very little on the design side.

In addition to design work that I wish to complete, I also enjoy time in the field, hence why I amentering my career as an assistant superintendent. Even with the goal of owning a companyand performing design work, I still want to be engaged in the overall field operations of the job.Therefore, I aided with the daily report form as this is crucial when working for a generalcontractor, especially a large general contractor to help with documentation and liability issuesthat may arise over the duration of the project. Also, I believe working with CAD, Bluebeam, andother software and knowing how to effectively use CAD are valuable tools for any engineerworking in the construction industry.

Yazan’s Area of Interest

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Ever since my first internship, I have been very interested in project controls. This mainlyincludes estimating and scheduling. In my next internships, I focused on creating schedules inP6 and Microsoft Project. This semester, I would like to expose myself to estimating and reallydive into the economics of the project. Estimating is a crucial part of a project and can be verydetrimental to success. As this project progressed and ideas became more concrete, I shiftedmy focus to the cost-benefit analysis. This requires having a detailed budget in order for me tocreate an accurate analysis. I have compiled data from Rodanthe and surrounding towns inorder to formulate this analysis. Fortunately, our project came out to be worth it and profitable.Health and safety is also a topic I would like to focus on because of how important it is to aproject and the reputation of a company. I have created a risk management plan that analyzesdifferent aspects of the design-build process and identifies potential risks and mitigationstrategies.

Gene’s Area of InterestI have a few areas of interest that relate to this project. The first of which is schematic design forthe proposal. I enjoy the process of developing a unique design for the area. The challenges ofcoming up with a complete and cohesive design are intriguing to me and I want to contribute myefforts there. Related to this, I also have an interest in Materials research. Now in theconstruction industry, material development is very much increasing and I think it would beinteresting to find emerging materials to use on this proposal.

Turner’s Area of InterestFor this submission I worked to complete a comprehensive covid-19 mitigation plan. I added thisinformation in addition to the safety plan for the commercial development. I believe in theimportance of providing a safe and healthy work environment for all employees. Creating aCovid-19 safety plan will allow all employees to know and understand the risks involved withthe current pandemic. I also aided in the creation of the construction schedule and usedexpertise gained in my internships to help aide in the process.

Mason Gene Enzo Yazan Turner Grant

PrimaryArea ofinterest

Communityinterests/Culture

SchematicDesign,Materialsresearch

Civil/Site,Sustainability,geotech

Economics,health andsafety

ScheduleSafetyEconomics

Landdevelopment,design/drawings

OtherAreas

Graphicaldesign

Geotech Design Schedule GeneralDesign

cost forecast

29

ResearchSee pages below

30

Sources

[1] “Rodanthe, NC Commercial Real Estate for Sale & Lease - 1 Properties | Point2.”[Online]. Available:https://www.point2homes.com/US/Commercial-Real-Estate/NC/Rodanthe.html.[Accessed: 25-Feb-2021].

[2] “A Guide to Small Business Grants in North Carolina.” [Online]. Available:https://www.thinkcurrituck.com/blog/a-guide-to-small-business-grants-in-north-carolina. [Accessed: 25-Feb-2021].

[3]. R. Walker, “Understanding the Costs of Commercial Building Construction andBuild-Outs,” CXRE Commercial Real Estate, 13-Oct-2020. [Online]. Available:https://cxre.co/real-estate-investment/understanding-the-owners-costs-of-commercial-build-outs/#:~:text=For%20office%20buildings%20that%20include,at%20%2456.53%20per%20square%20foot. [Accessed: 26-Feb-2021].

[4] T. Van Mullem, E. Gruyaert, R. Caspeele, and N. De Belie, “First Large ScaleApplication with Self-Healing Concrete in Belgium: Analysis of the LaboratoryControl Tests,” MDPI, 23-Feb-2020. [Online]. Available:https://www.mdpi.com/1996-1944/13/4/997. [Accessed: 27-Feb-2021].

[5] “Rodanthe, NC Guide & Photos,” Rodanthe, NC - OuterBanks.com. [Online].Available: https://www.outerbanks.com/rodanthe.html. [Accessed: 16-Apr-2021].

[6] J. Hampton, “Outer Banks visitor spending sets another record as more tourists hitthe beach,” pilotonline.com, 27-Oct-2019. [Online]. Available:https://www.pilotonline.com/business/consumer/vp-nw-obx-numbers-reaches-another-record-20190821-6uwc4u2p5jb6xoucj4ax4p57vm-story.html. [Accessed:18-Apr-2021].

[7] “Statistics - The Outer Banks - North Carolina Family Vacations - The Outer Banks- North Carolina,” Outer Banks of North Carolina. [Online]. Available:https://www.outerbanks.org/partners/budget-and-statistics/. [Accessed:15-Apr-2021].

[8] “Visitor Survey 2014-2015”, The Outer Banks Visitors Bureau, [Online]. Available:https://www.nagsheadnc.gov/DocumentCenter/View/2104/The-Outer-Banks-Visitors-Bureau-Visitors-Survey- [Accessed: 18-Apr-2021].

[9] J. Shadel, “'Revenge travel' is the phenomenon that could bring back tourism witha bang,” The Washington Post, 29-Jul-2020. [Online]. Available:https://www.washingtonpost.com/travel/2020/07/29/revenge-travel-is-phenomenon-that-could-bring-back-tourism-with-bang/. [Accessed: 16-Apr-2021].

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https://www.nagsheadnc.gov/DocumentCenter/View/2104/The-Outer-Banks-Visitors-Bureau-Visitors-Survey-

https://www.nagsheadnc.gov/DocumentCenter/View/2104/The-Outer-Banks-Visitors-Bureau-Visitors-Survey-

[10] “The 30 Sit-Down Chains Making the Most Money Per Restaurant,” FSRmagazine, Sep-2020. [Online]. Available:https://www.fsrmagazine.com/slideshows/30-sit-down-chains-making-most-money-restaurant. [Accessed: 18-Apr-2021].

[11] T. Sabanoglu, “Net sales per store of Zumiez worldwide 2010-2019,” Statista,04-Feb-2021. [Online]. Available:https://www.statista.com/statistics/407828/net-sales-per-store-of-zumiez-worldwide/. [Accessed: 18-Apr-2021].

[12] Pacific Sunwear of California, Inc. [Online]. Available:https://www.sec.gov/Archives/edgar/data/874841/000089256907000366/a28643e10vk.htm. [Accessed: 17-Apr-2021].

Structural Sources

Columns & Footings

Structural Loading Combinations: ASCE/SEI 7-16

Structural Loading/Information:

2018 North Carolina State Building Code: Building Code

Specific codes & references listed in excel documents

Dare County Code of Ordinances

Architects Northwest – Standard Design Load References

All wood dimensional properties for column from:

Temporary Structures Design, Chris Souder – Wiley

Southern Pine Reference Design Values

Wood column design:

CEM 3134 Temporary Structures - Wood column design

Geological References:

NCDOT Structure Subsurface Investigation – Reference to understand soil in NC

32

North Carolina Building – Chapter 18 - Table 1804.2(2) – Reference soil bearingpressures

Concrete Footing References:

CEE 3424 Reinforced Concrete – Footing design

33

CEM CAPSTONE

TEAM CONTRIBUTION FORM

CLASS & SEMESTER:

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INSTRUCTIONS: In the space provided below, list all the ways each member contributed to the team

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document QC, team organization and management, formatting, etc. Indicate the % contribution for

collaborative work products.

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Enzo Chavez

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CEM 4446 S21

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100% Submittal

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Team G

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Yazan Al-Amad

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Mason Hudson

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Gene Kastelberg

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Personal Area of Interest

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Cost Benefit Analysis

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Zoning

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Cost Benefit Analysis

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Building Structure Concept

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Site Layout

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Revit Model

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Revit Model

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Risk Management Plan

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Means and Methods

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Estimate

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Schedule

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Structural Analysis

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Formatting

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Formatting

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Formatting

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Formatting

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Video Presentation

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Edits to previous submissions

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Turner Lee

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Grant Squyars

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Cost Analysis

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Site Layout

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Commercial Development Safety

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Base Map and Site Layout

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Means and Methods

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Structural Analysis

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Formatting

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Formatting

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Video Presentation

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Video Presentation

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Video Presentation

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Documents

Project Proposal - Virginia Tech