Hunters by Emily Goodman

Hunters Chase 2012- CapEx

Project description

lowest bid

Building 6 Foundation Repair

$26,100.00

Swimming Pool Repair

$14,900.00

Total Refurbish of Pool Furniture

$4,905.95

Tennis Court Repairs

$5,200.00

Asphalt Replacements - Manhole & Sidewalk Bldg. 11

$4,400.00

Directions: Ram Jack LLC 4122 Bennett Memorial Rd 101, Durham, NC 27705

FOUNDATION REPAIR SYSTEMS

O - (919) 309-9727 -(919)309-0627 Proposal Submitted To:

Phone # and contact Info:

Hunters Chase -Apartments

Home:

Street:

Office:

4600 Big Tree Way

Billina Address

City, State and Zip Code:

City, State E-mail :

Greensboro. NC 27409

Denise

Date:

September 9, 2011

Ram Jack contact I 336-852-5094

Mobile:

Jonathan

Phone Number (Mobile): 919-697-5112 Email

Ram Jack is pleased to submit this proposal based on this description and the attached terms and conditions for: SCOPE OF WORK The following scope of work was designed by Ron Bitler PE with RB Engineering. Building #6 (A-K) 1. Excavate rear corner as shown to expose previously installed helical piers. 2. Install 26 Ram Jack Triple Helical Piers to stabilize foundation settlement. ** The price will be adjusted downward if existing piers are found and can be used. 3. Repoint cracks in brick vaneer.

All proposed work has been designed by a structural engineer from Engineered Foundation Solutions. The Rules and Regulation Board of Professional Engineers and Land Surveyors require all foundation repairs and remediation to be undertaken in accordance with a plan prepared by or under the supervision of a board certified professional engineer. ( Paragraph c 3 of 21 NCAC 56.0701 Rules of Professional Conduct, Title 21 - Occupational Licensing Board and Commission, Chapter 56 - Professional Engineers and Surveyors. )

The above described scope of work is approved by NC Licensed Engineer.

Ram Jack proposes to furnish labor and materials to complete the work based on this scope and the attached Terms and Conditions: Proposal Price:

$26,100.00

NOTE: Proposal will be withdrawn if not accepted within 30 days. Acceptance: The proposal is satisfactory and is understood and accepted.

(Client Initial

SCHEDULE - Work will be scheduled as soon as a signed copy of this proposal is returned and payment terms approved.

Page 1 of 2

Terms and Conditions FOUNDATION REPAIR SYSTEMS

1. Payment schedule:

Payment due upon completion. Notes:

All Cash accounts are due at job completion Late fees of 1.5% monthly will accrue on all accounts after 30 days.

2. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.

3. Ram Jack provides up to 40 feet of pier material for each pier location. Site geological conditions determines the completed pier depth. Should site conditions require pier depths over 40 feet, the additional cumulative footage will be billed at $25.00 per lineal foot. If the pier depth exceeds 40 feet, the Owner will be notified of the potential additional charges. There is no deduction for pier depths less than 40 feet.

4. The Owner releases Ram Jack from all responsibility for damages caused by pre-existing defects. Such defects may include, but are not limited to, insufficient steel or cable reinforcement, insufficient or weak concrete, block or brick work, etc.

Disclaimer: Ram Jack uses the finest methods and materials in the industry to repair foundations. However the ability to [completely] level or close cracks varies from site to site. Generally foundation will not be lifted beyond a practical limit unless a waiver [for potential hidden] damages is signed by the Owner. Lifts may also be hindered by cosmetic repairs to previously damaged areas or inaccessible construction debris, distorted internal structures, etc Ram Jack exercises due diligence in performing all work. However, occasionally, cracks may develop in re-aligned concrete, brick, sheetrock, rock veneer or other rigid materials during the course of the work. Ram Jack is not liable for any such damages. Piers should not be exposed to the weather after installation. If any should become exposed, owner should contact Ram Jack immediately. Should rock, debris or over sized concrete footings be encountered during the course of the work, the Owner will be notified and given a rough estimate of the additional costs associated with the removal.

AUTHORIZATION: Acceptance of this agreement forms a Contract between Client and Ram Jack as defined in the Scope, Terms & Conditions and Pricing

Client Signature and date

Ram Jack, Signature and date

Page 2 of 2

PROPOSED WORK: 1. EXCAVATE TO DETERMINE EXISTING UNDERGROUND PIER LOCATIONS. 2. STABILIZE THE REAR PERIMETER FOUNDATION WALL BY INSTALLING OR ADJUSTING 26 UNDERGROUND HELICAL PILE SUPPORTS. PER PLAN. 3. IMPROVE THE SITE & ROOF DRAINAGE - INSTALL REAR GUTTER / DOWNSPOUT AND TIE DOWNSPOUTS TO A TIGHT LINE DRAIN, (ttca 4. REPOINT THE MASONRY CRACKS WITH MORTAR AND MONITOR ON AN ANNUAL BASIS.

LEGEND: INSTALL(OR ADJUST) UNDERGROUND HELICAL FOUNDATION SUPPORT PILES [26 TOTAL]

Ron Bittler, PE MB Engineering, Inc. 168 Quade Drive Gary, NC 27513 (919)677-9662

Building #6

H' '

PLAN VIEW OF PROPOSED FOUNDATION REPAIRS USE A STANDARD HELICAL PILE SPACING OF 6-FOOT ON CENTER CONTRACTOR MAY ADJUST SPACING TO AVOID UTILITIES.

PROPOSED REPAIRS HUNTERS APARTMENTS BUILDING *6 GREENSBORO, NORTH CAROLINA RB ENGINEERING, INC. (C-24SS) RON BITTLER, P.E. 08/2S/11

LEADING THE WAY

ENGINEERING

,&& Quade Drjve

Structural Engineering Firm NC License No. C-2499

Phone: 919-677-9662 /Cell: 919-280-2695 / 'Fax: 919-677-9663

Gary, North Carolina 27513 www.rbengineering.com

E-mail: rbillkrfaii-bengineering.com

Ms. Emily Goodman CPM, ARM - Regional Property Manager CORE Realty Holding Management, Inc. E-mail: egoodmanfgjcrhmi.com

August 29,2011

Subject:

Summary of Visual Observations - existing multi-unit residential building Hunter Chase Apartments in Greensboro, North Carolina Building #6

File No.:

RB-112117

Dear Emily: At your request, RB Engineering, Inc. is pleased to provide the following summary engineering letter concerning our recent site observations at the subject residential building. We performed our site visit on August 26, 2011 and were asked to inspect the building in order to evaluate the general structural condition of the foundation system in regards to the exterior cracking that has occurred and to provide a foundation repair plan. FINDINGS For the purpose of this report, all directions are given from the perspective of an individual standing in front of and facing the front of the respective building. No material testing, excavation, soil testing or destructive inspection techniques were performed for the purpose of this report. A copy of the construction plans was available on site for our review. We did not have access for interior inspections for the purpose of this report. We understand that a Raleigh based foundation repair contractor installed underground helical piers approximately 8 years ago to stabilize a section of the back, left corner of the building which has continued to move. During our site inspection, we observed the following relevant information: â&#x20AC;˘

The subject apartment building (building #6, Apartments A-K) is a two-story, timber-framed, multifamily residence with a building exterior comprised of both brick veneer and siding. The foundation system consists of a cast in place concrete floor slab with a continuous reinforced perimeter stem foundation wall. The existing lot slopes from front to back at the subject building with a significant drop off toward Big Tree Way at the rear of the building. No roof drainage was present along the rear of the building and the existing roof gutters and downspouts along the sides of the building outlet near the base of the building.

â&#x20AC;˘

Moderate to severe differential settlement was observed toward the rear of the building. Exterior disturbances consisted of brick veneer cracking (both horizontal and vertical cracking), brick veneer separations at windows, and separations between the brick veneer and trim indicating that the brick veneer has rotated. Flashing has been temporarily installed at the second floor elevation to prevent water intrusion where the brick has reportedly separated between 1 and 2 inches. Using a surveyor's level, relative exterior elevations were measured along mortar joints in the exterior brick veneer and revealed that there was between !/2-inch and P/i-inch vertical misalignment from front to back with up to 2!/4-inch vertical misalignment measured along the rear exterior walls.

RB ENGINEERING, INC. Hunters Chase Apartments - Building #6 4600 Big Tree Way, Greensboro

August 29, 2011 RBFileNo.:RB-112117

CONCLUSIONS The subject multi-family residential structure exhibits differential settlement related issues at the rear of the building. Inadequate site and roof drainage have contributed to the differential settlement of the foundation system. Structural repairs are suggested to stabilize the building foundation system and we recommend that the foundation repair contractor work closely with a structural engineer during the repair process to ensure that the implemented foundation repairs achieve their intended purpose. As requested, we have provided you with a proposed foundation repair plan for the subject building. â&#x20AC;˘

Repair recommendation - Excavate at the back, left corner of the building to verify the location of any existing piers. Determine the existing pier locations and any warranty coverage for the existing piers as many foundation repair companies carry a life of structure warranty. Install (or adjust) 26 underground helical piers along the rear exterior to stabilize the foundation movement. Monitor the building on a routine basis. Improve roof and site drainage to provide positive drainage away from the foundation.

Photo: brick veneer cracking

Photo: brick veneer separation

Photo: building foundation plan

Limitations of Inspection The opinions and comments contained in this report are based primarily on the observations of apparent performance of the structure and the qualified knowledge and experience of this office. The conclusions reached in this report are based upon the conditions observed at the time of the evaluation. No guarantee or warranty as to future life or performance of any item evaluated is intended or implied. Our services were provided in accordance with the standard of practice for structural engineering and within the limits imposed by scope, schedule, and budget. If you have any questions or if I can be of further assistance to you on this project, please contact me at (919) 677-9662. ittUIIIMffe

Respectfully^submitted,

Ronald P. Bittler, PE President / Structural Engineer RB Engineering, Inc.

ALLSOUTH RENOVATIONS INC BID PROPOSAL FOR Hunters Chase Apartments Greensboro, NC Submitted to: Attention: Date:

Core Realty Group Ms. Denise Smith 9/13/11

We hereby propose to furnish all the material and labor necessary for the completion of Pool Repair & Paint per the scope of work attached. Allsouth Renovations, Inc. proposes to furnish the labor, insurance, materials and supervision to complete the attached scope of work.

Quotation -

$ 14,900.00

1. Re-grout and clean tile. (If tile is etched severely, cannot guarantee that it will clean well and brighten up) 2. Prep and paint pool with epoxy paint Zeron by Olympic Paints. Prep includes acid washing pool and filling delaminated plaster areas with new plaster. Prime pool with Gunzite Epoxy Primer by Olympic Paints. Important Notes: 1. If more than 20% of the old plaster has delaminated and has to be removed, there will be additional charges for labor. 2. Spa equalizers (VGB approved and NC Health Dept approved) will be installed 3. Step & bench treads will have a black line painted on them similar to a tile line. *Option- Pressure wash and paint pool only >$3800.00 We do not recommend paint. It is bad to blister and peel if the water is not balanced. It also chalks badly after a short time making the maintenance a little harder. If you ever want to re-plaster, you have a more expensive prep after paint. You cannot plaster over paint without sand-blasting. Provide all materials and labor to complete all renovations per above scope of work as per manufacturer. Any hidden damage or work other than listed will be considered additional work. Allsouth will warranty all workmanship for a period of one year. The scope of work for this project is attached and an Architectural Drawing will be provided upon request from Owner at cost. All work will meet Industry standards and will be performed in accordance with the drawings and specifications submitted for the above work. Proposal is subject to change after for thirty days due to rising cost of freight and raw materials. Proposal Submitted By: Mark Brown- VP Operations

Date

ALLSOUTH Renovations, Inc. * Office (336)847-7232 *Fax (336)731-3670

Patio Options

Estimate

11909 Straight-A-Way Lane Raleigh NC 27613 (919)676-7660 Tax ID #56-1677278

DATE

ESTIMATE #

8/25/2011

7570

NAME/ADDRESS Hunter's Chase Attn: Property Manager 4600 Big Tree Way Greensboro NC 27409

PROJECT

ITEM

DESCRIPTION

QTY

COST

TOTAL

BUDGET 2012 Lounge Refurbish

TOTAL Refurbish/Repaint and Restrap of Lounge OFR VL100. Includes replacing adjusters and plastic feet inserts where needed ADD $1 8 for Cross weave

89.00

3,916.00

Chair Refurbish

OFR VC100 TOTAL Refurbish/Repaint and Restrap of Dining Chair OFR VC100. Includes plastic feet inserts where needed ADD $10.00 for Cross weave

59.00

177.00

Misc

Tax on materials only

214.88

Freight

Pick Up and Delivery

199.00

199.00T

Budget

Due to the potential of next year's price increase allow for a 8% increase in this year's prices Sales Tax

359.94

359. 94T

7.00%

39.13

These figures are for budget purposes only. 2012 prices could be much lower, please call for details.

TOTAL

$4,905.95

AJJLSOUTH RENOVATIONS INC BID PROPOSAL FOR Hunters Chase Apartments Greensboro, NC Submitted to: Attention: Date:

Core Realty Group Ms. Denise Smith 8/31/11

We hereby propose to furnish all the material and labor necessary for the completion of Concrete with Drain @ Pool Deck per the scope of work attached. Allsouth Renovations, Inc. proposes to furnish the labor, insurance, materials and supervision to complete the attached scope of work.

Quotation -

$ 10,620.00

^ > ^ >

Cut out & install concrete apron approx 7'x8' around manhole @ entry > Rebuild (2) walk bridges @ Bldg 2 > Prep & paint tennis court with Acrylic Sports coating/two coats > R & R 30 retaining wall ties @ Bldg. 9(12 ties), 11(3 ties), 8(11 ties) & 4 @ tennis court > total of 30 ties > ^ Bldg 11 - Add 52'x4' sidewalk & 9'x4' walk with drain box & pipe under new walk to include curb cut approx 4' to relieve storm water > > Clean gutters out on all buildings/220 units >

1,100.00 1,200.00 2,200.00 3,000.00 1,800.00 1,320.00

Provide all materials and labor to complete all renovations per above scope of work as per manufacturer. Any hidden damage or work other than listed will be considered additional work. Allsouth will warranty all workmanship for a period of one year. The scope of work for this project is attached and an Architectural Drawing will be provided upon request from Owner at cost. All work will meet Industry standards and will be performed in accordance with the drawings and specifications submitted for the above work. Proposal is subject to change after for thirty days due to rising cost of freight and raw materials. Proposal Submitted By: Mark Brown- VP Operations

8/31/11

Proposal Accepted By: Owner/Agent for Hunters Chase â&#x20AC;˘

Sign & return via fax to (336)731-3670 to schedule work.

ALLSOUTH Renovations, Inc. * Office (336)847-7232 *Fax (336)731-3670

Date

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ALLSOUTH RENTOVA.TIONS INTC BID PROPOSAL FOR Hunters Chase Apartments Greensboro, NC Submitted to: Attention: Date:

Core Realty Group Ms. Denise Smith 8/31/11

$ 10,620.00

^ > r* >

Cut out & install concrete apron approx 7'x8' around manhole @ entry >Rebuild (2) walk bridges @ Bldg 2 > Prep & paint tennis court with Acrylic Sports coating/two coats > R & R 30 retaining wall ties @ Bldg. 9(12 ties), 11(3 ties), 8(11 ties) & 4 @ tennis court > total of 30 ties > > Bldg 11 - Add 52'x4' sidewalk & 9'x4' walk with drain box & pipe under new walk to include curb cut approx 4' to relieve storm water > > Clean gutters out on all buildings/220 units >

1,100.00 1,200.00 2,200.00 3,000.00 1,800.00 1,320.00

8/31/11

Proposal Accepted By: Owner/Agent for Hunters Chase â&#x20AC;˘

Sign & return via fax to (336)731-3670 to schedule work.

ALLSOUTH Renovations, Inc. * Office (336)847-7232 *Fax (336)731-3670

Date

AlJLSOUTH RENOVATIONS INC BID PROPOSAL FOR Hunters Chase Apartments Greensboro, NC Submitted to: Attention: Date:

Core Realty Group Ms. Denise Smith 8/31/11

Quotation -

S 10,620.00

Cut out & install concrete apron approx 7'x8' around manhole @ entry > ; Rebuild (2) walk bridges @ Bldg 2 > Prep & paint tennis court with Acrylic Sports coating/two coats > R & R 30 retaining wall ties @ Bldg. 9(12 ties), 11(3 ties), 8(11 ties) & 4 @ tennis court > total of 30 ties > > Bldg 11 - Add 52'x4' sidewalk & 9'x4' walk with drain box & pipe under new walk to include curb cut approx 4' to relieve storm water > > Clean gutters out on all buildings/220 units >

^ > ^ >

1,100.00 1,200.00 2,200.00 3,000.00 1,800.00 1,320.00

8/31/11

Proposal Accepted By: Owner/Agent for Hunters Chase â&#x20AC;˘

Sign & return via fax to (336)731-3670 to schedule work.

ALLSOUTH Renovations, Inc. * Office (336)847-7232 *Fax (336)731-3670

Date

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ALLSOUTH RENOVATIONS INC BID PROPOSAL FOR Hunters Chase Apartments Greensboro, NC Submitted to: Attention: Date:

Core Realty Group Ms. Denise Smith 8/31/11

$ 10,620.00

^ > ^ >

1,100.00 1,200.00 2,200.00 . 3,000.00 1,800.00 1,320.00

8/31/11

Proposal Accepted By: Owner/Agent for Hunters Chase â&#x20AC;˘

Sign & return via fax to (336)731-3670 to schedule work.

ALLSOUTH Renovations, Inc. * Office (336)847-7232 *Fax (336)731-3670

Date

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