0 ADDENDUM #1 LLE Deck Renovation Fax CopyAugust 7, 2019 085113 ALUMINUM HUNG WINDOWS CBA # 17.41...

1 | P a g e

Atlantic County Department of Administrative Services

Dennis Levinson

County Executive

NOTICE TO BIDDERS

ADDENDUM #1 BID # 201959.1

RENOVATIONS TO LAKE LENAPE PARK EAST CATERING HALL DECK

(Bid Security and Consent of Surety Required)

Diana McClain-Rutala

Department Head

609/343-2289 FAX: 343-2204

TDD: 348-5551

Division of Human Resources

609/343-2211 FAX: 343-2202

Division of Information Technologies

609/343-2289 FAX: 343-2204

Division of Budget and Purchasing

609/343-2268 FAX: 343-2193

Office of Communications

609/343-2223 FAX: 343-2318

THIS ADDENDUM SHALL BECOME A PART OF THE BID SPECIFICATIONS AND

CONTRACT AND SHALL SUPERSEDE ANYTHING CALLED FOR PREVIOUSLY IN THE

SPECIFICATION WHICH MIGHT BE IN VARIANCE. THIS ADDENDUM SHALL BE A

PART OF AND ATTACHED TO THE CONTRACT DOCUMENTS.

The following additions have been added to the above referenced project:

• Replacing two sliding windows in the Catering Hall office with single hung windows

The following forms are available for download on the Atlantic County Bid Portal

• Drawing A-01

• Drawing A-1

• Drawing A-3.1

• Division 01100 REVISED Project Summary

• Division 020700 Selective Demolition

• Division 085113 Aluminum Single Hung Window

• REVISED Proposal Form

THE BID DUE DATE AND PRE-BID DATE REMAIN UNCHANGED. SAME TIME and SAME LOCATION

www.atlanticcountybids.org

END OF ADDENDUM NO. 1

Palma Conover, Purchasing Director County of Atlantic, New Jersey

DATED: September 25, 2019 VERY IMPORTANT

PLEASE SIGN THE FOLLOWING ACKNOWLEDGMENT UPON RECEIPT OF ADDENDUM #1 AND FAX BACK TO ME AT (609-343-2193)

ACKNOWLEDGMENT

I, THE UNDERSIGNED, ACKNOWLEDGE RECEIPT OF ADDENDUM REGARDING SPECIFICATIONS FOR THE ABOVE REFERENCED PROJECT ___________________________________ ____________________________________ Signature Company

ATLANTIC COUNTY LENAPE PARK EAST - CATERING HALL DECK RENOVATIONS Hamilton Twp, Mays Landing, NJ August 7, 2019

085113 ALUMINUM HUNG WINDOWS

CBA # 17.41 ALUMINUM HUNG WINDOWS 085113-1

PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Furnish and install Aluminum Single Hung Windows complete with hardware

and accessories as shown on drawings and specified in this section. Windows shall match existing adjacent windows single hung windows to remain YKK AP YVS

410 TU ThermaBond Plus® Hung (Side-Load), or Equal approved by Architect. B. Related Sections: 1. Sealants: Refer to Division 7 Joint Treatment Section for sealant requirements. 1.02 TEST AND PERFORMANCE REQUIREMENTS A. Performance Requirements: Windows shall conform to all AAMA/NAFS 101/I.S.2/NAFS-02 requirements for the window type, meet all requirements of South Florida Building Code Protocols TAS 201, TAS 202, and TAS 203 and comply with the following specific performance requirements indicated. 1. Air Infiltration: Completed window systems shall have 0.30 CFM/FT² (5.5m³/h·m²) maximum allowable infiltration when tested in accordance with ASTM E 283 and TAS 202 at a differential static pressure of 6.24 psf (299 Pa). 2. Water Infiltration: With the sashes closed and locked there shall be no uncontrolled water leakage when tested in accordance with ASTM E 331 and TAS 202 at a static pressure of 12 PSF (575 Pa) operable, 15 PSF (718 Pa) fixed. 3. Static Load: There shall be no damage to fasteners, hardware, accessories, or any other damage that would render the window inoperable when tested in accordance with ASTM E 330 and TAS 202 at a differential static pressure of 65.0 psf positive and 65.0 psf negative. 4. Thermal Performance: When tested in accordance with AAMA 1503 and NFRC 102: a. Condensation Resistance Factor (CRFf): A minimum of 51 (Single Hung), 53 (Double Hung). b. Thermal Transmittance U Value: 0.50 (Single Hung), 0.53 (Double Hung) BTU/HR/FT²/ºF or less. 5. Acoustical Performance: Acoustical Performance: When tested in accordance with ASTM E 90

and ASTM E 1332, the Sound Transmission Class (STC), and Outdoor–Indoor Transmission Class (OITC) shall not be less than 30 for (Single Hung), 31 (Double Hung) STC, and 23 (Single




Hung) and 24 (Double Hung) OITC.

6. Life Cycle Testing: When tested in accordance with AAMA 910, there shall be no damage to fasteners, hardware parts, or any other damage that would cause the specimen to be inoperable. Resistance to air leakage and water penetration resistance test results shall not exceed the gateway performance.

7. Structural Requirements: Provide products/systems capable of withstanding wind loads based on testing units representative of those indicated for Project that pass AAMA/NWWDA 101/I.S.2/NAFS, Uniform Structural Load Test:

1. Design Wind Loads: Determine design wind loads applicable to Product from basic wind speed indicted in miles per hour (meters per second) at 33 feet (10 meters) above grade, according to ASCE, Section 6, based upon mean roof heights indicated on Drawings.

a. Basic Wind Speed: 125 mph (3-second gust)

b. Wind Importance Factor: 1.0

c. Exposure Classification: C

1.03 SUBMITTALS A. General: Prepare, review, approve, and submit specified submittals in accordance with “Conditions of the Contract” and Division 1 Submittals Sections. Product data, shop drawings, samples, and similar submittals are defined in “Conditions of the Contract.” B. Quality Assurance/Control Submittals: 1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics and physical properties. C. Substitutions: Whenever substitute products are to be considered, supporting technical data, samples and test reports must be submitted in order to make a valid comparison. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project. If requested by Owner, submit reference list of completed projects. 2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction process.




B. Certifications:

1. Insulating Glass Units: Provide insulating glass units permanently marked with certification label of Insulating Glass Certification Council (IGCC) indicating compliance with ASTM E2190.

C. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer’s installation instructions, and manufacturer’s warranty requirements. 1.05 PROJECT CONDITIONS / SITE CONDITIONS A. Field Measurements: Verify actual measurements/openings by field measurements before

fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

1.06 WARRANTY A. Project Warranty: Refer to "Conditions of the Contract" for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by an authorized company official.

1. Warranty Period:

A Non-prorated. Transferable from owner to the next.

B. Term: 10 years on glass.

C. Term: 10 years on non-glass parts.

2. Windows shall be warranted to be free from defects in manufacturing, materials and workmanship for ten years from the date of purchase.

3. The glass is warranted not to develop, under normal conditions, any material obstruction of vision resulting from manufacturing defects or as a result of premature failure of the glass or organic seal for ten years from the date of purchase.




PART 2 PRODUCTS 2.01 MANUFACTURERS (Acceptable Manufacturers/Products) A. Acceptable Manufacturers: YKK AP America Inc. Or Approved equal by Architect. B. Windows: 1. Operable Windows: YKK AP YVS 410 TU ThermaBond Plus® Hung (Side-Load), Or Approved equal by Architect.. 2. AAMA Designation: AW-65 (Single Hung). 3. Description: The windows shall be extruded aluminum; 4" frame depth; Horizontal frame members run through notched vertical members, butted and mechanically fastened with two stainless steel screws per joint; Sash shall be field removable (side load) for installation and maintenance; Factory assembled. 4. Configuration: The windows shall be Single Hung. 5. Thermal Barrier: Provide continuous thermal barrier by means of a poured and debridged pocket consisting of a two-part, chemically curing high density polyurethane which is bonded to the aluminum. Systems employing nonstructural type thermal barriers are not acceptable. 6 Glazing: Exterior closed cell EPDM sponge glazing tape with silicone cap bead; 1" (overall) insulated units; Removable, extruded aluminum interior glazing bead with EPDM wedge gasket; Factory glazed. Refer to section 2.04 2.02 MATERIALS A. Extrusions: ASTM B 221 (ASTM B 221M), 6063-T5 Aluminum Alloy. 1. All members shall have minimum wall thickness sufficient to meet the specified structural requirements. 2.03 ACCESSORIES A. Manufacturer’s Standard Accessories: 1. Hardware: Extruded aluminum spring catch head and/or sill locks.




2. Fasteners: All fasteners shall be AISI 300 series (except for self-drilling, which are to be series 400) stainless steel. 3. Balances: Select balance required for performance class in accordance with 101/I.S.2/NAFS-02 and AAMA 902. a) Class 5 High Performance balances shall be of appropriate size and capacity to hold sash in position and meet minimum .30 Manually Applied Force (MAF) ratio. b) Balances shall be attached to a locking carrier mechanism that slides on extruded rails in the jamb channels. 4. Weather-stripping: All weather-stripping shall be Fin-Seal or equivalent. 5. Screens: Screen frames shall be extruded aluminum, joined at corners, and finished to match windows. 6. Glazing Materials: Setting blocks, edge blocks, and spacers in accordance with ASTM C 864, shore durometer hardness as recommended by manufacturer; glazing gaskets in accordance with ASTM C 864. 2.04 Glazing A. All windows shall be factory glazed in accordance with manufacturer’s standards.

1. Glazing: Exterior closed cell EPDM sponge glazing tape with silicone cap bead; 1" (overall) insulated units; Removable, extruded aluminum interior glazing bead with EPDM wedge gasket; Factory glazed. Insulated glass type and thickness shall be in accordance with manufacturer’s recommendations for design pressure.

2. Certification: Insulating glass units certified through the Insulating Glass Certification Council as conforming to the requirements of IGCC. Provide dual sealed units consisting of polyisobutylene primary seal and silicone secondary seal. Provide metal spacers with bent or soldered corners.

3.High-Performance Low-E4 Laminated Insulating Glass Units:

a. Operating Units: Laminated insulating glass units consisting of an outboard and inboard lite of clear laminated glass.

b. Glass - Fixed Units: Laminated insulating glass units consisting of an outboard and inboard lite of clear laminated glass.

c. High-Performance Low-E4 Coating: Magnetron sputtering vapor deposition (MSVD) Low-E coating applied to the No. 2 surface.

d. Filling: Fill space between glass lites with argon gas blend.




2.05 FABRICATION A. Frame: 1. Horizontal frame members run through notched vertical members, butted and mechanically fastened with two screws per joint into integral screw splines; Meeting rail notched at each end, butted and mechanically fastened with two screws per end into integral screw splines. 2. All framing joints shall be sealed with quality grade sealant meeting AAMA 803.3 to ensure water tight joint. B. Sash: 1. Sashes shall have notched horizontal members, butted and mechanically fastened to vertical members with two screws per joint into integral screw splines. C. Exterior and Interior Panning & Trim: 1. Exterior panning & trim shall be extruded clear anodized aluminum of profile and dimensions as detailed on approved shop drawings. Exterior and Interior panning & trim to match existing adjacent windows. 2. All joints shall be sealed with quality grade sealant meeting AAMA 803.3 to ensure water tight joint. D. Mullions: 1. Mullions shall be of extruded aluminum of profile and dimensions as detailed on approved shop drawings. Mullion shall match existing adjacent windows. 2. Mullions must provide adequate structural properties to resist wind pressure as specified herein. 2.06 FINISHES AND COLORS A. Clear Anodized Plus, Anodized sealing technology that completely seals the anodic film yielding superior durability (See AAMA 612). B. Anodized Finishing: Prepare aluminum surfaces for specified finish; apply shop finish in accordance with the following: 1. Anodic Coating: Electrolytic color coating followed by an organic seal applied in accordance with the requirements of AAMA 612-02. Aluminum extrusions shall be produced from quality controlled billets meeting AA-6063-T5. a. Exposed Surfaces shall be free of scratches and other serious blemishes. b. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process. c. The anodized coating shall comply with all of the requirements of AAMA 612-02: Voluntary Specifications, Performance Requirements and Test Procedures for Combined Coatings of Anodic Oxide and Transparent Organic Coatings on Architectural Aluminum. Testing shall demonstrate the ability of the finish to resist damage from mortar, salt spray, and chemicals commonly found on construction sites, and to resist the loss of color and gloss.




d. Overall coating thickness for finishes shall be a minimum of 0.7 mils. D. Finishes Testing: 1. Apply 0.5% solution NaOh, sodium hydroxide, to small area of finished sample area; leave in place for sixty minutes; lightly wipe off NaOh; Do not clean area further. 2. Submit samples with test area noted on each sample. PART 3 EXECUTION 3.01 MANUFACTURER’S INSTRUCTIONS/RECOMMENDATIONS A. Compliance: Comply with manufacturer’s latest product data, including product technical bulletins, installation instructions, and product carton instructions. 3.02 EXAMINATION A. Site Verification of Conditions: Verify substrate conditions are acceptable for product installation in accordance with manufacturer’s instructions. 3.03 PREPARATION A. Adjacent Surfaces Protection: Protect adjacent work areas and finish surfaces from damage during product installation. 3.04 INSTALLATION A. General: Install manufacturer’s system in accordance with shop drawings, and within specified tolerances. 1. Protect aluminum members in contact with masonry, steel, concrete, or dissimilar materials. 2. Shim and brace aluminum system before anchoring to structure. Install insulation in shim space around unit perimeter to maintain continuity of building insulation. Do not overfill. 3. Install units level, plumb, square, true to line, without distortion, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. 4. Completed windows must allow water to be wept to the exterior; Verify weep holes are open and weep caps are installed correctly. 5. Seal metal to metal window system joints using sealant recommended by system manufacturer. 3.05 FIELD QUALITY CONTROL A. Manufacturer’s Field Services: Upon request, provide manufacturer’s field service consisting of site visit for inspection of product installation in accordance with manufacturer’s instructions. B. Field Test: Conduct field test to determine watertightness of window system. Conduct test in accordance with AAMA 502-02 at locations selected by Architect. 3.06 ADJUSTING AND CLEANING A. Adjusting: Adjust operating items as recommended by manufacturer.




B. Cleaning: The General Contractor shall clean installed products in accordance with manufacturer’s instructions prior to Owner’s acceptance, and remove construction debris from project site. Legally dispose of debris. C. Protection: The General Contractor shall protect installed product’s finish surfaces from damage during construction. END OF SECTION

ATLANTIC COUNTY

LENAPE PARK EAST – CATERING HALL DECK RENOVATIONS

**REVISED PROPOSAL FORM 9/25/2019**

_____________________________________

Company Name

ALL PF PAGES MUST BE COMPLETED AND SIGNED OR BID SHALL BE REJECTED

AUTHORIZED SIGNATURE ___________________________

PF-1

The undersigned, having read the Notice to Bidders, Invitation to Bid, Instructions to Bidders, Technical Specifications, Bid Drawings and any and all Clarifications and/or Addendums, etc., attached hereto, and having thoroughly investigated all existing conditions, equipment, material, and labor required for the Lenape Park East – Catering Hall Deck Renovations project in strict accordance with this specification, hereby agrees to complete ALL WORK as follows: 1. Mechanical & Electrical $ _________________

2. Carpentry, Drywall, Siding, Insulation, & Concrete $__________________

3. Windows, Door & Hardware, Finishes, & Specialties $__________________ 3. TOTAL BASE BID (Sum of 1+2+3) $__________________

Contingency Allowance (5% of BASE BID) $__________________

TOTAL $__________________

The phrase ALL WORK means that the Contractor must provide every aspect of the construction process necessary to accomplish the task including but not limited to required demolition, removals, substrate preparation, fitting, shop drawings, material acquisition, storage, labor, temporary support, installation, testing, warranties, and etc. as necessary. FIVE PERCENT (5%) CONTINGENCY ALLOWANCE: The County of Atlantic will determine a Contingency Allowance amount, equal to FIVE (5%) percent of the lowest qualified Base Bid, that will be added to and awarded with the Base Bid amount. This Contingency Allowance shall be set aside to pay for any items that are unforeseen or additional work not in the specifications or shown on the drawings. Before any work is performed under this Contingency Allowance, it shall be approved by the Director of Facilities or his designee. Any work performed without this written approval will not be paid. Some Unit Prices are included in this Proposal Form to address potential Allowance Contingency work. Should other types of work be requested by the County, it shall be priced at a time and material basis with back-up receipts, invoices, etc. as requested by the County. Allowable general contractor markup will be limited to 10% Overhead and 5% Profit.

JButtari

Typewriter

Kavi Construction, LLC.

ATLANTIC COUNTY



_____________________________________

Company Name



PF-2

UNIT PRICING ADD OR DEDUCT SCHEDULE 1. UNIT PRICE No. 1: Removal and replacement of rotted 3/4”plywood in the deck floor with new 3/4” plywood. Include the replacement of 96 square feet of 3/4" plywood in the base bid. See Section 061000 Rough Carpentry. Cost per square foot, 3/4"plywood MORE than 96 square feet:

ADD $__________________ to the Base Bid per square foot.

Cost per square foot, 3/4"plywood LESS than 96 square feet:

DEDUCT $_________________ from Base Bid per square foot.

Note: The difference of cost per square foot between Add and Deduct cannot exceed five percent (5%).

2. UNIT PRICE No. 2:

Removal and replacement of two layers of drywall of the two (2) hour rated ceiling in the basement below the Deck. Include the replacement of 256 square feet of two (2) layers of in the base bid. See ceiling assembly 003 on sheet A-4, and Section 092500 Gypsum Drywall.

Cost per square foot, two layers of drywall of the Two (2) hour rated ceiling in the basement below the Deck MORE than 256 square feet:

ADD $__________________ to the Base Bid per square foot.

Cost per square foot, two layers of drywall of the Two (2) hour rated ceiling in the basement below the Deck LESS than 256 square feet:

DEDUCT $_________________ from Base Bid per square foot.

Note: The difference of cost per square foot between Add and Deduct cannot exceed five percent (5%).

JButtari

Typewriter


ATLANTIC COUNTY



_____________________________________

Company Name



PF-3

3. UNIT PRICE No. 3:

Removal and replacement of cement board wall siding to match existing in the inside of the Catering Hall Deck, based on square foot.

ADD $__________________ per Square Foot

ADD/DEDUCT WORK NOT INCLUDED IN UNIT PRICING Other types of work may be requested by the County and will be priced at a time and material basis. The Contractor shall include a maximum of 10% overhead and 5% profit on any Request Against Allowance or Change Order on a materials/equipment/labor cost with invoice and/or other backup documentation as requested by the Architect/ Engineer/ County, and as approved by same in writing.

AWARD OF CONTRACT: The award of this contract will be based on the BASE BID only to the lowest responsible and responsive bidder. Should the County of Atlantic, due to budget constraints, have insufficient funds to award the Total Base Bid, the County of Atlantic at its sole discretion shall elect to award whichever part of the project it can. IMPORTANT NOTES: 1) All work will take place during normal business hours, weather permitting, and

exclusive of weekends and holidays, unless specifically negotiated upon award of construction contract and/or project kick off meeting.

2) All work is to begin within fourteen (14) consecutive calendar days (CCD) from Notice to Proceed or upon Project Start Date as determined at the preconstruction kick-off meeting. 3) This construction project MUST to be completed and closed out within one-

hundred & five (105) CCD after Project Start Date. This 105 CCD schedule includes the following milestone deadlines:

a. Delivery of all Submittals to Architect/ Engineer within thirty (30) CCD of

Project Start Date.

b. Substantial Completion shall occur no later than fifty (50) CCD from Project Start Date.

JButtari

Typewriter


ATLANTIC COUNTY



_____________________________________

Company Name



PF-4

c. Final Completion and Close-out (Project Completion Date) shall occur no later than twenty-five (25) CCD after Substantial Completion. This milestone deadline is seventy-five (75) CCD after Project Start Date.

d. The County will be allowed an additional thirty (30) CCD after the Project

Completion Date for County administrative purposes only, i.e. reviewing, approval and processing close-out documents and final payment to Contractor. This will bring the total project schedule to one-hundred and five (105) CCD from Project Start Date.

e. The County will apply liquidated damages of $500.00 (five-hundred

dollars) per CCD for any contract work that does not meet the project’s milestone deadlines, including administrative requirements, Substantial Completion, and Project Completion Date.

4) Any and all fees for permits are to be paid by the Contractor. NOTE: Certified Check, Cashier’s Check or Bid Bond must be not less than ten percent (10%) of the total amount of the Bid, except that no check or bid bond shall be for more than $20,000 and made payable to the Atlantic County Treasurer. The undersigned agrees said amount is to be forfeited as liquidated damages and not a penalty if the Contract is awarded to the undersigned and the undersigned shall fail to execute the Contract for the project or furnish the required bond. Otherwise, said deposit shall be returned to the undersigned. NAME OF BIDDER: The undersigned is a (Circle one of the following) Partnership / Corporation / Individual under the laws of the State of New Jersey, having principal offices at: ______________________________________________________________________ ______________________________________________________________________ and is authorized to conduct business in the State of New Jersey.

JButtari

Typewriter


JButtari

Typewriter

Kavi Construction, LLC. 50 Egg Harbor Road, Suite 16 Berlin, NJ 08009

JButtari

Oval

ATLANTIC COUNTY



_____________________________________

Company Name



PF-5

______________________________________________________________________ Name (Print) Title ______________________________________________________________________Signature Date ______________________________________________________________________Company Name ______________________________________________________________________PO Box/Street Address City/State Zip Code Office Phone __________________________Cell______________________________ Email _________________________________________________________________ Fax ______________________ Website _____________________________________

____________________________________________________________________________________________________________________________________________

ALTERNATE CONTACT INFORMATION

______________________________________________________________________ Name (Print) Title ______________________________________________________________________ PO Box/Street Address City/State Zip Code Office Phone ___________________________ Cell ___________________________ Email _________________________________________________________________ Fax ______________________ Website _____________________________________

JButtari

Typewriter


JButtari

Typewriter

Karl Auwarter

JButtari

Typewriter

President

JButtari

Typewriter

10/10/2019

JButtari

Typewriter


JButtari

Typewriter

50 Egg Harbor Road, Suite 16 Berlin, NJ 08009

JButtari

Typewriter

856-767-2491

JButtari

Typewriter

[email protected]

JButtari

Typewriter

www.KaviConstruction.com

JButtari

Typewriter

856-767-5877

A-3

.1

CATE

RIN

G H

ALL

DEM

OLI

TIO

N &

NEW

New

Jer

sey

# 17

.41 Le

nape

Par

k -

Rea

r D

eck

Ham

ilton

Tow

nshi

p

CONTRACTOR TO VERIFY IN FIELD DIMENSIONS AND CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES.

75

3 P

ark

Roa

d

LENAPE

PARK

EAST

Blo

ck:

58

8

-

Lot:

75

.01

Cat

erin

g Hal

l -

D

eck

Ren

ovat

ions

to:

EXISTING TO REMAIN AS IS UNLESS NOTED OTHERWISE.

FOR ELECTRICAL & MECHANICAL WORK REFER TO CONCORD ENGINEERING DRAWINGS.

OFF

ICE

WIN

DO

WS

ATLANTIC COUNTY LENAPE PARK EAST - CATERING HALL DECK RENOVATIONS Hamilton Twp, Mays Landing, NJ REVISED AUGUST 7, 2019

020700 – SELECTIVE DEMOLITION

CBA # 17.41 SELECTIVE DEMOLITION 020700-1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS:

A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specifications Sections apply to work of this Section.

1.2 DESCRIPTION OF WORK:

A. Extent of selective demolition work is indicated on drawings.

Types of Selective Demolition Work: Demolition requires the selective removal and subsequent off site disposal of the following but not limited to:

a. Demolition of .the cement board ceiling above the Deck for the installation of the spray foam insulation in between the roof rafters.

b. Opening of holes or partial removal of the inside wall siding for the installation of blow-in insulation in the exterior walls.

c. Partial demolition of the drywall ceiling in the basement for the installation of blow-in insulation below the deck floor.

d. Demolition of the exterior door, sidelite, transom, and frame.

e. Removal and reinstallation of existing Ipe deck boards and framing at the exterior threshold as required to provide a proper joint as indicated on drawings.

f. Removal of existing windows and exterior metal counters in the catering hall office.

g. Electrical, plumbing and mechanical demolition as indicated on drawings.

h. Miscellaneous demolition as indicated on drawings or as required for new work.

B. Related work specified elsewhere:




1. Remodeling construction work and patching is included within the respective sections of specifications, including removal of materials for re-use and incorporated into remodeling or new construction.

2. Relocation of pipes, conduits, ducts, other mechanical and electrical work are specified by respective trades.

1.3 SUBMITTALS:

A. Schedule: Submit schedule indicating proposed methods and sequence of operations for selective demolition work to Owner’s Representative for review prior to commencement of work. Include coordination of shut-off, capping, and continuation of utility services as required, together with details for dust and noise control protection.

1.4 JOB CONDITIONS

A. Occupancy: Owner will occupy areas of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner’s normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities which will severely impact Owner’s normal operations.

B. Refer to Summary of Work, Section 011000-1.

C. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished.

D. Protections: Provide temporary barricades and other forms of protection as required to protect construction and Owner’s personnel and general public from injury due to selective demolition work, or as required by the local Fire Department.

1. Provide protective measures as required to provide free and safe passage of Owner’s personnel and general public to and from occupied portions of building.

2. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations.

3. Protect floors with suitable coverings when necessary.

4. Remove protections at completion of work.

E. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner.




F. Traffic: Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with streets, walks, and other adjacent occupied or used facilities.

G. Do not close, block or otherwise obstruct walks or other occupied or used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

H. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations.

1. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities.

I. Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environmental protection.

1. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution.

PART 2 - PRODUCTS (Not Applicable).

PART 3 - EXECUTION

3.1 INSPECTION:

A. Prior to the initiation of work, the Contractor will walk the area(s) of demolition and become familiar with the job site conditions. The Contractor will report any potential problems to the Architect and Owner.

3.2 PREPARATION:

A. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement or collapse of structures to be demolished and adjacent facilities to remain.

B. Cease operations and notify the Owner’s Representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations.




3.3 DEMOLITION:

A. Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations.

1. Demolish existing work in small sections. Cut walls, ceilings, and other work noted as being removed, modified, or otherwise altered at junctures with construction to remain, using power-driven masonry saw or hand tools; do not use power-driven impact tools.

2. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls, floors or framing.

B. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner’s Representative in written, accurate detail. Pending receipt of directive from Owner’s Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay.

3.4 DISPOSAL OF DEMOLISHED MATERIALS:

A. Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site, in strict accordance with Local, State and Federal EPA requirements.

1. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling and protection against exposure or environmental pollution.

3.5 CLEAN-UP AND REPAIR:

A. Upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas broom clean.

B. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction of surfaces soiled or damaged by selective demolition work.

END OF SECTION 020700

ATLANTIC COUNTY LENAPE PARK EAST – CATERING HALL DECK RENOVATIONS Hamilton Twp., Mays Landing, NJ

011000 – PROJECT SUMMARY REVISED AUGUST 7, 2019 ______________________________________________________________________

DIVISION 1 011000 - 1

PART 1 - GENERAL 1.1 PROJECT A. Title: Lenape Park East – Catering Hall Deck Renovations B. Project Location: Lenape Park East, Hamilton Township, Mays Landing, NJ C. Owner: County of Atlantic D. Owner's Representative: Ms. Leslie A. MacDonnell E. Architect: Cristina Buendicho Architect F. MEP Engineer: Concord Engineering G. This Project will be performed under a single prime contract. 1.2 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Work under other contracts. 3. Use of premises. 4. Owner's occupancy requirements. 5. Phasing of project. 6. Project schedule. 7. Warranties. 8. Specification formats and conventions. 9. County Holiday Schedule & Park Events



DIVISION 1 011000 - 2

1.2 .1. WORK COVERED BY CONTRACT DOCUMENTS The work consists of the following: A. Demolition: Includes, but is not limited to, the removal of the existing cement board ceiling for the installation of the spray foam insulation in between the roof rafters; partial removal of the drywall ceiling in the basement for the installation of blow-in Insulation below the deck floor; the opening of holes or partial removal the inside wall siding for the installation of blow-in insulation in the exterior walls; the removal of the exterior door for the installation of a new door in a new opening, the removal of the existing windows and exterior metal counters in the catering hall office, and additional miscellaneous work as indicated on the contract documents. B. New Work: Includes, but is not limited to, the installation of spray foam insulation in between the roof rafters, and the installation of new cement board deck ceiling to match existing; the installation of blow-in insulation below the deck floor, and the installation of the sections of the drywall ceiling in the basement, the painting of the entire basement drywall ceiling below the deck; the installation of blow-in insulation in the exterior walls, and the installation of cement board trim to hide the holes done for the insulation installation; the installation of a single hollow metal exterior door, the installation of studs, insulation, plywood and siding to fill the existing door opening; the replacement of the existing interior door closer arms with new hold open arms; the grinding and preparation of existing deck floor, and the installation of new deck coating system; the installation of swing gates for the scuppers, the supply and installation of new vinyl sheet windows to be installed with snaps on new trim, storage bags for the new windows, new strapping for the existing vinyl sheet zip windows with new location for the strap anchors in the interior of the deck; the supply and installation of one outdoor heat pump and four indoor mini-split air conditioned & heat pump units, the installation of a new elevated concrete platform for the outdoor unit, the installation of new ceiling fans with lights, miscellaneous mechanical and electrical; the installation of aluminum hung windows in the catering hall office, and all work as indicated on the contract documents to provide a complete finish work. 1.2.2. WORK UNDER OTHER CONTRACTS A. Project will be constructed under a single prime contract.



DIVISION 1 011000 - 3

1.2.3. USE OF PREMISES A. General: Contractor shall have limited use of premises for construction operations. B. Use of Site: Limit use of premises to work in areas in the scope of work (SOW). Do not disturb portions of Project site beyond SOW areas. C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes. 1.2.4. OWNER’S OCCUPANCY REQUIREMENTS A. Owner Occupancy: Allow for Owner occupancy of project site, building and the use of same by the public during construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate both Owner and public usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits, unless otherwise indicated. B. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. C. Driveways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 1.2.5. PHASING OF PROJECT A. Contractor shall be responsible to maintain unencumbered operation of the complex’s facilities, adjacent streets, walkways and parking areas, throughout the entirety of the project. B. The work shall be conducted to provide the least possible interference to the activities of the Owner’s personnel and the public.



DIVISION 1 011000 - 4

C. Required county building power disruption shall occur only during non-occupied periods of site and building occupancy. Any major service switch-over shall be planned to occur over a three day holiday weekend in which the building will be unoccupied. Coordinate all building power disruptions with Owner and Architect prior to commencement of work. D. Schedule deliveries to minimize use of driveways, entrances, and to minimize space and time requirements for storage of materials and equipment on-site. 1.2.6. PROJECT SCHEDULE Any project schedule milestones that are not met may result in the County insti-tuting liquidated damages for each consecutive calendar day (CCD) until the milestone is reach. A. This construction project MUST to be completed and closed out within one- hundred & five (105) consecutive calendar days (CCD) after issuance of Notice to Proceed/Contract Execution Date, as determined at the preconstruction kick-off meeting (Project Start Date). This 105 CCD schedule includes the following milestone deadlines: 1. Delivery of all Submittals to Architect/ Engineer within fourteen (14) CCD of Project Start Date. 2. Substantial Completion shall occur no later than fifty (50) CCD from project Start Date. A Temporary Certificate of Occupancy (TCO) or Certificate of Occupancy (CO) must be issued by the authorized jurisdiction as proof of Substantial Completion. The architect will also issue a letter to the County upon acceptance of work upon Substantial Completion. 3. Final Completion and Close-out (Project Completion Date) shall occur no later than twenty-five (25) CCD after Substantial Completion. This milestone deadline is seventy-five (75) CCD after project Start Date. A CO must be issued by the authorized jurisdiction as proof of Final Completion. The architect will also issue a letter upon acceptance of the pro ject as complete, including the submission of all required and approved Close-out documentation.



DIVISION 1 011000 - 5

4. The County will be allowed an additional thirty (30) CCD after the Final Completion date for County administrative purposes only, i.e. processing the final payment. Note this thirty (30) CCD clock does not start until ALL closeout-documents have been received, reviewed & approved by the County. This milestone deadline is one-hundred & five (105) CCD from Project Start date. 5. The County will apply liquidated damages of $500.00 (five-hundred dollars) per CCD day for any contract work that does not meet milestone deadlines, including but not limited to administrative requirements, completing punch list items and/or corrective work, submittal of complete close-out documentation, etc. 1.2.7. WARRANTIES A. This project will require a minimum of one (1) year general warranty on all parts, materials, installation and equipment used. The start date of the one year warranty will be that of Final Completion. B. In addition, certain specific materials, equipment and installation will require extended warranties the will include repair or replacement for five (5) years or more as identified in the bid documents. Examples, though not limited to, are heating & cooling equipment/units, deck floor coating, etc. These extended warranties will have the start date of Final Completion. C. The project close-out documents shall list all warranties, start and end dates, and appropriate contact information for repairs and/or replacement of materials and/or equipment. 1.2.8. SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections. 1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications, including administrative requirements. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:



DIVISION 1 011000 - 6

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the con text, are implied where a colon (:) is used within a sentence or phrase. 1.2.9 COUNTY HOLIDAY SCHEDULE & PARK EVENTS A. COUNTY HOLIDAY SCHEDULE This project may require certain work to be completed over three day weekends so as to not disrupt the County’s operation of the complex. The County and General Contractor, with the appropriate subcontractors and trades, will determine the schedule for this work at least 14 CCD in advance. 1. 2019 Holiday Schedule New Year’s Day Tuesday January 1 Martin Luther King’s Birthday Monday January 21 Lincoln’s Birthday (OBS) Monday February 11 President’s Day Monday February 18 Good Friday Friday April 19 Memorial Day Monday May 27 Independence Day Thursday July 4 Labor Day Monday September 2 Columbus Day Monday October 14 Election Day Tuesday November 5 Veteran’s Day Monday November 11 Thanksgiving Day Thursday November 28 Christmas Day Wednesday December 25



DIVISION 1 011000 - 7

B. PARK EVENTS The Park may have events previously scheduled to take place at the Catering Hall or in the adjacent area. The contractor will have need to accommodate these events and work around them. These events, if any, shall be discussed at the pre-construction kick-off meeting and included in the meeting minutes for the contractor to reference throughout the project, with updates as required. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

1A-1

LOCATION PLAN1/16" = 1'-0"

LEGEND

1

2

3

4

2A-1

REAR DECK FLOOR PLAN 1/4 = 1'-0"

A-1

(E) &

(N) FL

OO

R P

LAN

LOC

ATI

ON P

LAN

SEE DECK

New

Jer

sey

# 17

.41 Le

nape

Par

k -

Rea

r D

eck

Ham

ilton

Tow

nshi

p


75

3 P

ark

Roa

d

LENAPE

PARK

EAST

Blo

ck:

58

8

-

Lot:

75

.01

Cat

erin

g Hal

l -

D

eck

Ren

ovat

ions

to:



FLOOR PLAN

SEE OFFICE WINDOW REPLACEMENT

OBJECTIONS PRIOR TO SITTING QUOTATIONS.

THEREOF.

THE FOLLOWING NOTES:

THE NECESSARY ITEMS IN HIS BID.

GENERAL NOTES1. THE SPECIFICATIONS AND DRAWINGS FOR THIS WORK HAVE BEEN PREPARED IN ACCORDANCE WITH GENERALLY

2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE REGULATIONS, BLDG. CODES,ORDINANCES AND GOOD CONSTRUCTION PRACTICES. IF THE CONTRACTOR FEELS A CONFLICT EXISTS BETWEENWHAT IS CONSIDERED GOOD CONSTRUCTION PRACTICE AND THESE PLANS, HE SHALL STATE IN WRITING ALL

3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS, APPROVALS, UNDERWRITER'S CERTIFICATE, C.0.AND/OR COMPLETION FOR ALL THE WORK INDICATED, FROM AGENCIES HAVING JURISDICTION.

4. THE SPECIFICATIONS AND DRAWINGS INDICATE THE FINISHED STRUCTURE. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES, AND CONDITIONS (INCLUDING SAFETY), EXCEPTAS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS.

5. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL REVIEW THE DRAWINGS PRIOR TOBIDDING. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, INCLUDING BUT NOT LIMITED TO

6. THE CONTRACTOR SHALL VERIFY ALL MATERIALS, DIMENSIONS, AND CONDITIONS SHOWN ON THE DRAWINGS ORNOTED IN THE SPECIFICATIONS. ANY VARIANCES WITHIN THE DRAWINGS AND SPECIFICATIONS, OR WITHCONDITIONS ENCOUNTERED AT THE JOB SITE, SHALL BE REPORTED TO THE OWNER IN WRITING. ARCHITECT WILLPROVIDE THE NECESSARY CORRECTIONS OR ADDITIONS TO PLANS. IF THE CONTRACTOR DOES NOT NOTIFY THEOWNER AND ARCHITECT OF ANY SUCH CONDITION, IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INCLUDED

7. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING THE COURSE OF THE WORK, TO BRING TO THE ATTENTION OF THE OWNER AND ARCHITECT ANY DELETERIOUS CONDITIONS DISCOVERED WHERE NOT PREVIOUSLY IDENTIFIED.IF, IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER. SHOULD HE FAIL TO FOLLOW THISPROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING

ACCEPTED PRACTICE TO MEET THE MINIMUM REQUIREMENTS OF INTERNATIONAL BUILDING CODE,NEW JERSEY EDITION 2015, UCC - STATE OF NEW JERSEY REHABILITATION SUBCODE, ICC/ANSI- A117.1 - 2009

ALL THE WORK.

RECOMMENDATIONS.

CONTRACT AWARDED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY AND INTEGRITY OF EXISTING STRUCTURES AND THE PROTECTION OF ADJACENT PROPERTY AND PUBLIC UNTIL COMPLETION OF THE WORK.

9. THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLEDEXCAVATIONS OR BURIED STRUCTURES SUCH AS CESS POOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH

10. CONTRACTOR SHALL SUBMIT ALL ALTERNATE MATERIALS, METHODS OR CONSTRUCTION DETAILS TO THE OWNER AND ARCHITECT FOR APPROVAL, PRIOR SUBMITTING QUOTATIONS.

11. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR THE ACCURACY OF ALL MEASUREMENTS, ESTIMATES OFMATERIAL QUANTITIES AND SIZES, AND SITE CONDITIONS THAT WILL AFFECT WORK.

12. THE CONTRACTOR SHALL SECURE ALL REQUIRED WORKMAN'S COMPENSATION AND LIABILITY INSURANCE TO DO

14. ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, ASSEMBLIES, ETC., SHALL BE HANDLED AND INSTALLEDIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND PROVISIONS OF APPLICABLE ICBO RESEARCH

15. THE OWNER AND CONTRACTOR SHALL INDEMNIFY, INSURE AND HOLD HARMLESS THE ARCHITECT, ENGINEER ANDEACH OF HIS DIRECTORS, OFFICERS, EMPLOYEES, ATTORNEYS, AGENTS, SUBCONSULTANTS, HEIRS AND ASSIGNS,AGAINST, AND HOLD EACH OF THEM HARMLESS FROM, ANY LOSS, LIABILITIES, DAMAGES, CLAIMS, CAUSES OFACTION, COSTS AND EXPENSES, INCLUDING REASONABLE ATTORNEY'S FEES AND DISBURSEMENTS SUFFERED ORINCURRED BY ANY OF THEM ARISING OUT OF, RESULTING FROM, ATTIBUTABLE TO, OR IN ANY MANNER CONNECTEDWITH THE CONTRACTOR'S PERFORMANCE NONPERFORMANCE, NEGLIGENT PERFORMANCE, OR BREACH OF THE

ITEMS ARE FOUND, THE OWNER SHALL BE NOTIFIED IMMEDIATELY.

ARCHIT

ECTU

RAL

NO

TES

A-0

.1New

Jer

sey

# 1

7.4

1

Lena

pe P

ark

- Rea

r D

eck

Ham

ilton

Tow

nshi

p


75

3 P

ark

Roa

d

LENAPE

PARK

EAST

Blo

ck:

58

8

-

Lot:

75

.01

Cat

erin

g Hal

l -

D

eck

Ren

ovat

ions

to:



Date post:	08-Mar-2021
Category:	Documents
Upload:	others
View:	1 times
Download:	0 times