beach drive remodel · d1.1 garage demolition plan c. a1.1 garage plan d. a4.0 exterior elevation...

Beach Drive Remodel

Project #1824 - Bid Specifications 03-22-2019

Deep River Partners, Ltd.

TABLE OF CONTENTS Sect.

No. SECTION TITLE

Sect. No.

SECTION TITLE

of 1

DIVISION 1 - GENERAL REQUIREMENTS 01100 SUMMARY 01200 PRICE AND PAYMENT PROCEDURES 01300 ADMINISTRATIVE REQUIREMENTS 01400 QUALITY REQUIREMENTS 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS 01700 EXECUTION REQUIREMENTS 01732 SELECTIVE DEMOLITION/DEBRIS

REMOVAL DIVISION 2 - SITE CONSTRUCTION 02230 SITE CLEARING 02300 EARTHWORK DIVISION 3 – CONCRETE – N/A DIVISION 4 - MASONRY 04860 STONE VENEER / ARCHITECTURAL STONE

ASSEMBLIES DIVISION 5 - METALS 05120 STRUCTURAL STEEL DIVISION 6 - WOODS AND PLASTICS 06100 ROUGH CARPENTRY DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 07242 HARD COAT STUCCO SYSTEM 07710 FLASHING 07920 JOINT SEALANTS DIVISION 8 - DOORS AND WINDOWS 08361 SECTIONAL OVERHEAD DOORS DIVISION 9 - FINISHES 09260 GYPSUM BOARD ASSEMBLIES 09910 PAINTING 09920 CONCRETE FINISHES DIVISION 10 – SPECIALTIES – N/A DIVISION 11 – EQUIPMENT – N/A DIVISION 12 – FURNISHINGS – N/A DIVISION 13 - SPECIAL CONSTRUCTION – N/A DIVISION 14 – CONVEYING EQUIPMENT – N/A

DIVISION 15 – MECHANICAL – N/A DIVISION 16 - ELECTRICAL 16100 WIRING METHODS 16140 WIRING DEVICES

Deep River Partners, Ltd. Beach Drive Remodel (#1824) Bid Specification 03-22-2019

SUMMARY 01100 - 1

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Project Identification: As follows:

1. Project: Beach Drive Remodel (#1824) 7228 N. Beach Drive

Fox Point, WI 53217

2. Architect: Deep River Partners, Ltd. 240 N. Milwaukee Street, Suite 400 Milwaukee, WI 53202

B. Contract Documents were prepared by Deep River Partners, Ltd. and consist of the following Bid documents dated 03-22-2019:

1. Beach Drive Remodel Bid Specifications 2. Room Finish & Product Schedules:

a. Exterior Paint Schedule b. Gypsum Board Schedule c. Interior Paint Schedule d. Masonry Schedule

3. Construction Drawings: a. C1.0 Title Sheet / Site Plan b. D1.1 Garage Demolition Plan c. A1.1 Garage Plan d. A4.0 Exterior Elevation and Building Section e. A5.0 Exterior Details f. E1.1 Garage Electrical Plan

4. Schedule of Values

C. The Work consists of an addition of two garage doors to the Attached Utility Garage, as described in the Contract Documents.

D. Deep River Partners, Ltd. provides no warranty of any kind for any product or material selections specified in the Contract documents.

E. Deep River Partners, Ltd. is not a general contractor and the Owner must separately contract with a general contractor or contractors for the construction of the project. Deep River Partners, Ltd. has no responsibility for contractors, subcontractors, laborers, materialmen or suppliers working on the project.

F. Deep River Partners, Ltd. provides no warranty or guaranty for any aspect of an contractor’s work, including any work by any contractor’s subcontractors, laborers, materialmen or suppliers.

G. Deep River Partners, Ltd. is not responsible for (a) inspecting contractor's, subcontractor’s or laborer’s work, (b) verification of the accuracy of any contractor's, subcontractor’s or laborer’s


SUMMARY 01100 - 2

work, or (c) observation of any contractor's, subcontractor’s or laborer’s work for compliance with the Contract Documents prepared by Deep River Partners, Ltd.

H. Although every effort will be made by Deep River Partners, Ltd. to check the Contract Documents for accuracy, ultimately, contractors, subcontractors and laborers must check all details and dimensions on-site during construction. As such, contractors, subcontractors and laborers assume final and full responsibility for all details and dimensions contained in the plans and specifications.

I. Contractors shall be responsible for making sure that all work is done in accordance with all state and local codes, as well as all product and material data sheets and specifications. Deep River Partners, Ltd. shall not be responsible for the failure of any as-built condition to comply with state or local codes, or for the failure of any product to comply with manufacturer data sheets and specifications.

J. Deep River Partners, Ltd.’s plans utilize a process called free design for details not shown including but not limited to roof, window, flashing, plumbing, electrical, and HVAC details. This means that Deep River Partners, Ltd.’s plans may not include all required details. Contractors shall, using their own staff and/or qualified subcontractors, design and build all free design portions of the work. Contractors, subcontractors and laborers are assuming both the design and build responsibility for all free design portions of the project.

K. Work Not Included: The following will be provided by others: 1. Permit application process. 2. Landscape Drive Pavers and softscape, shown on construction documents as “by

landscape”, Finish Drive and Landscape Lighting. 3. Security / Fire Detection system. 4. Low Voltage Light Control including low voltage keypads and low voltage light control

panels. 5. Home Automation. 6. Underground storm water management system. 7. Property Maintenance including but not limited to snowplowing, lawn, and tree pruning

to allow for site access and as required by local authorities having jursidiction.

1.2 WORK RESTRICTIONS

A. Contractor's Use of Premises: During construction, Contractor shall have full use of building area within 50’ of Attached Utility Garage and access drive. Contractor’s use of premises is limited only by Owner’s right to perform work or employ other contractors on portion of Project.

B. Contractor shall abide by all environmental regulations, local ordinances governing work in or adjacent to occupied spaces and ordinances governing tree removal/protection & debris removal.

1.3 PERMITS

A. Contractor/Subcontractor’s to procure and include costs for all necessary permits and inspections for their respective work, as required by state and local regulations.


SUMMARY 01100 - 3

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01100


PRICE AND PAYMENT PROCEDURES 01200 - 1

SECTION 01200 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 CONTRACT MODIFICATION PROCEDURES

A. All changes to the contract documents must be made via a written Bulletin or Change Order.

B. If a Bulletin results in an additional cost or credit to owner, and or a change in contract time / completion date of the project, a written Change Order must be produced and approved by the Owner & Architect.

C. Changes in the work may be accomplished after execution of the Contract, and without invalidating the Contract by executing a Bulletin and if required, a Change Order. A Change Order shall be based upon agreement among the Owner, Contractor and Architect. Changes in the work shall be performed under the applicable provisions of the Contract Documents and the Contractor shall proceed promptly unless otherwise provided for in the Change Order.

D. A Change Order is a written instrument prepared by the Contractor and signed by the Owner and the Contractor stating their agreement upon all of the following: 1. A Change in work 2. The amount of the adjustment in the Contract Sum, including any admininstration fees 3. The extent of any adjustment in the Contract time

E. No work provided for via Change shall be performed until the Change Order is signed by both the Contractor and the Owner.

F. The Change Order process will be managed by the Contractor. Copies of all Change Orders will be provided to the Architect, who will review and forward to the owner.

1.2 PAYMENT PROCEDURES

A. Submit copy of each application for payment for work completed on a monthly basis, according to the schedule established in Owner/Contractor Agreement and Schedule of Values. 1. Submit partial releases of liens from each subcontractor or supplier for whom amounts

were requisitioned in the Application for Payment with in (10) ten days of receipt of payment. Specify dollar amounts for which rights are to be waived, NO liens reading “in full to date” will be accepted.

2. Submit final Application for Payment after completion of Project closeout procedures with release of liens in full for all work as described in the Contract Documents from all subcontractors, material suppliers, and General Contractor.

3. Contractor agrees to pay a fee of $100.00 per day for each day the project remains incomplete past the Substantial Completion Date as defined in the General Contractor / Owner Aggreement. This fee will be deducted from the Final Payment.

4. A value equal to 200% of the value of incomplete items listed on the Punchlist will be retained from the final Application for Payment until such items are completed according to the contract documents

5. Contractor agrees to pay a fee of $100.00 per day for each day the Punchlist remains incomplete following the 30th day after the Punchlist is issued. This fee will be deducted from the Final Payment.


PRICE AND PAYMENT PROCEDURES 01200 - 2





ADMINISTRATIVE REQUIREMENTS/CONSTRUCTION MANAGEMENT 01300 - 1

SECTION 01300 - ADMINISTRATIVE REQUIREMENTS / CONSTRUCTION MANAGEMENT

PART 1 - GENERAL

1.1 PROJECT MANAGEMENT AND COORDINATION

A. Maintain an onsite set of up to date Contract Documents including Bulletins for the duration of the project.

B. Verify layout information shown on Drawings in relation to existing benchmarks before completing the Work. Retain the services of a surveyor as needed for new driveway layout, and as required by governmental agencies for certification.

C. Coordinate construction to ensure efficient and orderly execution of each part of the Work.

D. Pick up, post, and maintain building permit on owners behalf. Call for all required inspections as work progresses and manage completion of inspection deficiences in a timely manor allowing construction to stay on schedule.

E. Coordinate contractors as listed on the Schedule of Values, integrating installation properly in the construction sequence. Coordinate the interface of carpentry and mechanical components as shown. If redesign is required as a result of not integrating the structural and mechanical systems the Construction Manager / General Contractor shall bear the cost of consultants to redesign affected systems.

F. Coordinate contractors completing Work by others as listed in Specification 01100 as required to integrate their installation properly in the construction sequence.

G. Administer products per Specification Section 01600.

H. Prevent the absorption of moisture by products. 1. Until a covered storage area is available, store products that are subject to mold or damage

by the elements under cover in a weather-tight enclosure with ventilation adequate to prevent condensation.

2. Set bundles on 3 supports, raised off ground. 3. Cut banding on panel materials when high moisture levels exist to prevent edge damage. 4. Store products inside unfinished covered area as soon as possible. 5. Coordinate delivery of moisture-sensitive products so materials are not present before

“wet” work is completed and dry. 6. Store products in moisture-impermeable packaging for as long as possible (i.e. until

acclimation must begin) when moisture / humidity levels are high. 7. Inspect lumber and building materials used, and reject any items that are exhibiting mold

growth. 8. Dehumidification shall begin once the building is enclosed and weather-tight to remove

moisture from the structural wood materials and minimize the potential for mold growth. Each trade is responsible for monitoring humidity levels of both the site and the product (if applicable) and notify Architect if humidity levels exceed the levels required for optimum product performance.

9. Maintain humidity levels below 55% during the pre millwork phase and do not install finish wood components prior to humidity levels reaching less than 45%. Alert



owner/architect prior to drywall phase of wet or potential mold conditions at which time owner may have the structure tested for mold content and complete remediation.

I. Manage ordering and receipt of all products including but not limited to Lumber and Millwork to ensure compliance with Construction Documents noting and gaining owner approval prior to any deviation in quanity per section 01200.

J. Progress meetings will be held at project site and via tele-conference as required. Notify Owner and Architect of meeting dates. Each Contractor or other entity concerned with current progress or involved with planning or coordination of future activities shall attend. 1. Prepare minutes of each meeting and distribute to parties present, owners and Architect.

K. On a monthly basis produce, review for compliance with contract, approve, and submit applications for payment to Architect according to Construction Agreement between Owner and Contractor. Maintain Master Schedule of Values and payment record for the duration of the project.

L. Manage all correspondence between Owner, Architect, and Contractors.

M. Procure pricing for Change Orders as directed by Owner or Architect and submit to Architect and Owner for approval.

N. Distribute and manage all communication with Contractors

O. Review all bids for document compliance, complete contract negotiation and execute sub-contractor agreements according to the Schedule of Values. Manage vendor compliance with executed contracts. Maintain and manage all contracts with sub-contractors as listed on the Schedule of Values.

P. Actuate and monitor all site activities on a full time basis as required. Submit to Deep River pictures of the entire job, including a picture of each exterior side of the work and one from each corner of each room being constructed, on a weekly basis, to accurately show the project progress.

Q. Notify Architect two weeks prior to the following work completions to allow for site observation prior to the next phase of work. 1. Demolition completion 2. Rough carpentry completion 3. Mechanical completion 4. Finish carpentry completion 5. Painting completion 6. Substantial completion 7. Punch list completion

R. Assure the completion of work specified in Architect’s observation reports.

S. Perform routine inspections and enforce compliance with the Contract Documents.

T. Manage and maintain a clean working environment.



U. Interface and integrate all disciplines into a cohesive team.

V. Troubleshoot conflicts and create resolution in compliance with the Contract Documents.

W. Manage and complete closeout submittals and procedures and manage Section 01400 Quality Requirements.

X. Manage warranty and call back agreements for a period of 1 year from substantial completion.

Y. Manage site safety adhereing to all local, state and federal regulations, and enforce contractor compliance with same.

1.2 CONSTRUCTION SCHEDULE

A. Prepare a horizontal bar-chart construction schedule. Provide a separate time bar for each activity and a vertical line to identify the first workday of each week. Use same breakdown of Work indicated in the Schedule of Values. As Work progresses, mark each bar to indicate actual completion. 1. Submit with Schedule of Values at submission of bid. 2. Coordinate each element with other activities. Show each activity in proper sequence.

Indicate sequences necessary for completion of related Work. 3. Indicate Substantial Completion and allow time for Deep River Partners procedures

necessary for certifying Substantial Completion. 4. Schedule Distribution: Distribute copies to Owner, Deep River Partners, contractors, and

parties required to comply with dates. 5. Updating: Revise the schedule after each meeting or activity where revisions have been

made. Distribute revised copies to Owner, Architect, contractors, and parties required to comply with dates. All changes to schedule to be executed via Change Order.

1.3 SUBMITTAL PROCEDURES

A. Deliver all submittals to Architect and coordinate submittal preparation with construction schedule, fabrication lead-times, other submittals, and activities that require sequential operations. 1. No extension of Contract Time will be authorized due to failure to transmit submittals in

time to permit processing sufficiently in advance of when materials are required in the Work.

2. Architect will not accept submittals from sources other than the General Contractor / Construction Manager.

B. Coordinate each submittal with other submittals and with work that does not require submittals.

C. Product Data: Mark each copy to show applicable choices and options. Include the following: 1. Job Name. 2. Data indicating compliance with specified standards and requirements. 3. Notation of coordination requirements. 4. For equipment data, include rated capacities, dimensions, weights, required clearances,

and furnished specialties and accessories.



D. Shop Drawings: Submit newly prepared information drawn to scale. Do not reproduce Contract Documents or copy standard information. Submit 1 black-line print on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. Include the following: 1. Job Name and Drawing Index 2. Dimensions, profiles, methods of attachment, coordination with adjoining work, large

scale details, and other information, as appropriate for the Work 3. Identification of products and materials. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Identification of deviations from Contract Documents or prevoius submittal.

E. Samples: Submit (2) two Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit sufficient units to show limits of the variations. Include Job Name, Product Name and Manufacturer, Color, and Finish on back of sample.

F. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies / samples, less those retained via written Bulletin. Compliance with specified requirements in the Contract Documents, verification of field dimensions, coordination with adjoining work, and accuracy of submittal remains Contractor's responsibility.

1.4 CLOSEOUT SUBMITTALS

A. Submit a set of “as built” Contract Documents marked to show installation that varies from the Work originally shown in cases where Architect has not issued Bulletins to cover such work including but not limited to septic systems.

B. Operation and Maintenance Data: Create file for product data organized alphabetically. 1. Service Contractor Contact List 2. Copies of warranties. 3. Owners Manuals. 4. Product Data. 5. Care and maintenance instructions.

1.5 CLOSEOUT PROCEDURES

A. Request Substantial Completion observation once the following are complete: 1. Advise Owner of pending insurance changeover requirements. 2. Submit maintenance manuals, warranties, and similar record information. 3. Deliver spare parts, extra materials, and similar items. 4. Changeover locks and transmit keys to Owner. 5. Complete startup testing of systems and instruction of operation and maintenance

personnel. 6. Remove temporary facilities and controls. 7. Complete final cleanup. 8. Touch up, repair, and restore marred, exposed finishes. 9. Obtain final inspections from authorities having jurisdiction. 10. Obtain certificate of occupancy and final inspection reports as required including but not

limited to septic and well final inspection reports.



B. On receipt of a request for observation, Architect will proceed with observation and advise Contractor of unfilled requirements via written Punchlist. Architect will prepare the Certificate of Substantial Completion after observation and advise Contractor of Punchlist items that must be completed or corrected before the certificate will be issued. The Certificate of Substantial Completion shall be issued when the project is able to be occupied and used for the purpose intended.

C. Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner / Owner's personnel. Include a detailed review of the following: 1. HVAC controls. 2. Emergency operations and safety procedures. 3. Security, Phone and Audio/Visual operation. 4. Product data files. 5. Spare parts, tools, and materials. 6. Lubricants and fuels. 7. Identification systems.

D. Request observation for Final Punchlist completion, once the following are complete: 1. Submit a copy of the Substantial Completion Punchlist stating that each item has been

completed or otherwise resolved for acceptance.

E. Architect will re-observe the Work on receipt of notice that the Work has been completed. If the Work is incomplete, Architect will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. If the work is completed Architect will review Final Request for Payment and the approved Final Request for Payment date will serve as the final completion date for all warranties outstanding at the time of substantial completion.



QUALITY REQUIREMENTS 01400 - 1

SECTION 01400 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Quality-control services include inspections, tests, and related actions including reports. Quality-control services are further specified in other Sections of these Specifications and shall be performed by independent testing agencies provided by Owner.

B. Contractor is responsible for scheduling local inspections and all work is to be performed to meet or excede all applicable national and local code requirements.

C. Contractor shall obtain clarification of the Construction documents from Architect as required and shall not proceed with work unless written clarification is received and if applicable a change order is approved. Contractor is responsible for all costs associated with work completed but not approved by Bulletin.

D. Architect will also execute Bulletins for corrective work to existing structures not covered in Contract Documents

E. Contractor warrants and represents to owner that the quality of work including labor and materials shall meet the greater of the National Association of Home Builders “Residential

Construction Performance Guidelines Fifth Edition” or the specific requirements of the Contract Documents and shall replace or repair any work discovered that does not meet the forgoing standards for a period of one year from the date of final punchlist completion. Contractor also agrees to turn over to Owner all product warranties direct from the Manufacturer that extend beyond this one year period.





TEMPORARY FACILITIES AND CONTROLS 01500 - 1

SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL


A. Standards: Comply with NFPA 241, "Standard for Safeguarding Construction, Alterations, and

Demolition Operations"; ANSI A10 Series standards for "Safety Requirements for Construction

and Demolition"; and NECA Electrical Design Library's "Temporary Electrical Facilities."

B. Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.


PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Provide temporary heat for curing or drying of work, and for protection of new construction from adverse effects of low temperatures. Use of gasoline-burning heaters and open-flame heaters is not permitted.

3.2 CONSTRUCTION FACILITIES

A. Provide support facilities as necessary for efficient execution of the Work. 1. Temporary facilities located within the construction area or within 30 feet of building

lines shall be of noncombustible construction.

B. Provide temporary sanitary facilities. Comply with regulations and health codes for type, number, location, and maintenance of facilities.

C. Provide temporary enclosures for protection of construction and workers from exposure and inclement weather and for containment of heat.

D. Install project identification and other signs to inform the public and persons seeking entrance to Project.

3.3 TEMPORARY CONTROLS

A. Provide temporary fire protection until permanent systems supply fire-protection needs. 1. Provide adequate numbers and types of fire extinguishers. 2. Store combustible materials in fire-safe containers in fire-safe locations. 3. Prohibit smoking in hazardous fire-exposure areas. 4. Supervise welding operations, combustion-type temporary heating units, and similar

sources of fire ignition.


TEMPORARY FACILITIES AND CONTROLS 01500 - 2

B. Provide temporary barricades, warning signs, and lights to protect the public and construction personnel from construction hazards as required by OSHA state and local authorities.

C. Provide temporary environmental controls as required by authorities having jurisdiction including, but not limited to, erosion and sediment control, dust control, noise control, and pollution control.



PRODUCT REQUIREMENTS 01600 - 1

SECTION 01600 - PRODUCT REQUIREMENTS

PART 1 - GENERAL


A. Provide products of same kind from a single source. The term "product" includes the terms "material," "equipment," "system," and similar terms.

B. Provide Products that are suitable for the intended use. If product specified does not meet the requirements of the intended use, promptly bring said issue to Architect’s attention and wait for resolution via written bulletin, prior to execution. By completing installation of product contractor/supplier warrants that the product is suitable for it’s intended use.

C. Order products upon contract execution with Owner to avoid reselection due to product discontinuation.

D. Deliver, store, and handle products according to manufacturer's written instructions, using means and methods that will prevent damage, deterioration, and loss including theft. 1. Schedule delivery to minimize long-term storage and to prevent overcrowding

construction spaces. 2. Deliver in manufacturer's original sealed packaging with labels and written instructions

for handling, storing, protecting, and installing. 3. Inspect products at time of delivery for compliance with the Contract Documents and to

ensure items are undamaged and properly protected. 4. Store heavy items in a manner that will not endanger supporting construction. 5. Store products subject to damage on platforms or pallets, under cover in a weathertight

enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required.

E. Include all required tax and delivery for products.

F. Provide product data including warranty, operation, and maintenance documents.

PART 2 - PRODUCTS

2.1 PRODUCT OPTIONS

A. Provide products that comply with the Contract Documents, are undamaged, and are new, except if specified otherwise, at the time of installation. 1. Provide products complete with accessories, trim, finish, and other devices and

components needed for a complete installation and the intended use and effect. 2. Provide all optional and required safeguards to prevent equipment failure.

B. Do not attach manufacturer's labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior.


PRODUCT REQUIREMENTS 01600 - 2

PART 3 - EXECUTION

3.1 PRODUCT INSTALLATION REQUIREMENTS.

A. All products are to be installed in strict accordance with the manufacturer’s recommendations / instructions.



EXECUTION REQUIREMENTS 01700 - 1

SECTION 01700 - EXECUTION REQUIREMENTS

PART 1 – GENERAL


A. Execution - Part 3 of each specification section refers to all product and general requirements execution in that respective section unless listed otherwise.


PART 3 - EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, and plumb; substrates within installation tolerances; surfaces that are smooth, clean, and free of deleterious substances; and application conditions within environmental limits. Proceed with installation only after unsatisfactory conditions have been corrected.

B. Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, but not limited to, filler and primer application.

C. Where Drawings indicate dimensions of existing construction verify by field measurement. Where fabricated products are to be fitted to other construction verify dimensions by field measurement before fabricating and, when possible, allow for fitting and trimming during installation.

3.2 CUTTING AND PATCHING

A. Do not cut structural members without prior written approval of Architect.

B. For patching, provide materials whose installed performance will equal or surpass that of existing materials. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible.

3.3 INSTALLATION

A. Comply with manufacturer's written instructions for installation. Install all optioal and required safeguards to prevent equipment failure. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and protect from damage. If applicable, prepare surfaces for field finishing.

B. Comply with NFPA 70 for installation of electrically operated equipment and electrical components and materials.


EXECUTION REQUIREMENTS 01700 - 2

3.4 FINAL CLEANING

A. Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: 1. Remove labels that are not permanent. 2. Clean transparent materials, including mirrors. Remove excess glazing compounds.

Replace chipped or broken glass. 3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign

substances. Leave concrete floors broom clean. 4. Vacuum carpeted surfaces and wax resilient flooring. 5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication.

Clean plumbing fixtures. Clean light fixtures and lamps. 6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits. Rake

grounds to a smooth, even-textured surface. 7. Clean all inside and outside surfaces of all windows and glass doors.



SELECTIVE DEMOLITION/ DEBRIS REMOVAL 01732 - 1

SECTION 01732 - SELECTIVE DEMOLITION/ DEBRIS REMOVAL

PART 1 - GENERAL


A. Unless otherwise indicated, demolished materials become Contractor's property. Remove from Project site except as noted on demolition notes.

B. Items indicated to be removed and saved for reuse remain Owner's property. Carefully remove, clean, and deliver to Owner's designated storage area items listed on the demolition plan as “save for reuse”.

C. Comply with EPA regulations and disposal regulations of authorities having jurisdiction.

D. Notify utility locator service for area where Project is located and verify utilities are clearly marked before site clearing.


PART 3 - EXECUTION

3.1 DEMOLITION

A. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building

B. Demolition sequence: 1. Owner to remove any personal items from construction zone.

C. When containers are full, legally dispose of waste off-site. 1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste

containers. Dispose of material according to applicable laws and regulations.

D. Dumpsters for demolition are to be either separate site containers for recycling, or provided by a company that seperates and recycles at their site.

E. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements.

F. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse.

G. Protect building structure or interior from weather and water leakage and damage.

H. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Provide temporary construction dust control partitions as required to separate remodeling zones from living zones and contain dust and construction debris in the remodeling


SELECTIVE DEMOLITION/ DEBRIS REMOVAL 01732 - 2

zones. Remove temporary partitions when construction is complete or as required to complete the construction.

I. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting and demolition methods least likely to damage construction to remain or adjoining construction.

J. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction.

K. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials

3.2 DEBRIS REMOVAL

A. Maintain a broom clean building site at all times as possible.

B. Remove building debris daily and contain in dumpster. Do not allow debris to blow around site or on to adjoining properties.

3.3 DUMPSTERS

A. Dumpsters for construction debris are to be either separate site containers for recycling, or provided by a company that seperates and recycles at their site.

B. Include delivery and dump fees for the duration of the project.


Deep River Partners, Ltd. Beach Drive Remodel (#1824) Bid Construction Specification 02-12-2019

SITE CLEARING 02230 - 1

SECTION 02230 - SITE CLEARING

PART 1 - GENERAL


A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.

B. Notify utility locator service for area where Project is located and verify utilities are clearly marked before site clearing.


PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance.

B. Install erosion and sedimentation control measures before site clearing according to local code.

C. Protect site improvements to remain from damage. Restore damaged improvements to condition existing before start of site clearing.

D. Locate and clearly flag trees and vegetation to remain or to be relocated.

E. Protect remaining trees and shrubs from damage and maintain vegetation with construction fencing at designated areas.

F. Do not store materials or equipment or permit excavation within drip line of remaining trees.

G. Locate, identify, disconnect, and seal or cap off utilities as required.

3.2 SITE CLEARING

A. Remove obstructions, trees (as marked), shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots.

B. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction.

C. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property. Burning waste materials on-site is not permitted.



EARTHWORK 02300 - 1

SECTION 02300 - EARTHWORK

PART 1 - GENERAL


A. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by Deep River Partners. Unauthorized excavation and remedial work shall be at Contractor's expense

B. Do not interrupt existing utilities serving facilities occupied by Owner.

C. This section includes excavation, backfill and substrate labor & material for drive. PART 2 - PRODUCTS

2.1 MATERIALS

A. Satisfactory Soil: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than 2 inches in any dimension.

B. Unsatisfactory Soil: ASTM D 2487 Soil Classification Groups GC, SC, ML, MH, CL, CH, OL, OH, and PT.

C. Fill at landscaped areas of site: Satisfactory soil to within 12 inches of finished grade.

D. Sub-base at dry set stone pavers: Min 8”compacted washed, free draining evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, Size No.2, coarse aggregate and completely surrounded with geotextile filter fabric.

E. Filter fabric: Nonwoven geotextile fabric of polypropylene or polyester fibers, or combination of both.

PART 3 - EXECUTION

3.1 EARTHWORK

A. Strip topsoil as required. Stockpile topsoil that will be reused in the work on site out of building zone.

B. Excavate to subgrade elevations regardless of character of materials and obstructions encountered as required for new landscape drive.

C. Excavate for new landscape driveway. Trim subgrades to required lines and grades.

D. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns and unpaved subgrades to tolerances of plus or minus 1-1/4 inch and pavements and areas within building lines to plus or minus 1/2 inch.


EARTHWORK 02300 - 2

E. Under Drive, place 6 inch subbase course material at time of backfill and 6 inch road gravel after rough carpentry on prepared subgrades and compact at optimum moisture content to required grades, lines, cross sections, and thicknesses.

F. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property.

G. Establish proper drainage of site to 6 inches below finish grade. Maintain 5% slope away from building perimeter for a minimum distance of 10 feet.

H. Dig out stumps and obstructions and grubb out roots.

I. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in 6-inch thick layers to density of surrounding original ground.



STONE VENEER/ ARCHITECTURAL STONE ASSEMBLIES 04860 - 1

SECTION 04860 - STONE VENEER / ARCHITECTURAL STONE ASSEMBLIES

PART 1 - GENERAL


A. Submittals: 1. Samples for stone indicating the full range of color variation and colored pointing mortar

per Masonry Schedule in new product is required.

B. Comply with ACI 530.1/ASCE 6/TMS 602.

C. Reuse existing stone veneer to the fullest extent possible.

D. See Electrical Plans and integrate in ground fixtures as required.

E. This section covers all wet set and pointed architectural stone per the Masonry Schedule.

PART 2 - PRODUCTS

2.1 STONE

A. Architectural stone / stone veneer per Masonry Schedule.

B. Warrant that stone specified is suitable for it’s intended use.

2.2 MORTAR

A. Mortar for Stone Masonry: UBC Standard 21-15, per Masonry Schedule 1. Do not use calcium chloride in mortar. 2. For masonry below grade or in contact with earth, use Type M. 3. Latex-Modified Portland Cement Setting Mortar: Proportion and mix portland cement,

aggregate, and latex additive to comply with written instructions of latex-additive manufacturer.

4. Low-Alkali Cement: For limestone and marble, use white portland cement with not more than 0.60 percent total alkali per ASTM C 114.

5. Colored Mortar: Use colored cement or cement-lime mix of color selected per Masonry Schedule.

B. Latex Portland Cement Grout: ANSI A118.6. 1. Suitable for use specified in color per Masonry Schedule. 2. Use sanded grout for joints 1/8 inch (3 mm) and wider.

2.3 STONE MASONRY-VENEER ANCHORS

A. Hot-dip galvanized corrugated-metal ties, 0.0299 inch (0.75 mm) thick by 7/8 inch (22 mm) wide by 7 inches (178 mm) long.

B. Alkaline resistant fasteners at thin set veneer locations.



2.4 EMBEDDED FLASHING MATERIALS

A. Flashing: Stainless Steel AISI Type 302 or 304, 2D finish, fully annealed or dead-soft temper, 0.12 inch thick flashing at veneer bases, lintels, chimneys, bay windows, etc. as required to create a water tight construction and to meet state code. Verify flashing will not stain stone. Fabricate through wall metal flashing with ribs formed in sawtooth pattern at 3 inch intervals along length of flashing to provide a 3-way integral mortar bond and weep-hole drainage.

2.5 MISCELLANEOUS MATERIALS

A. Weep Holes: Round polyethylene tubing, 3/8-inch (9.5-mm) OD.

B. Mortar collection devise: MortarNet ((800) 664-6638), www.mortarnet.com.

C. Welded-Wire Lath: ASTM C 933.

D. Job-Mixed Masonry Cleaner: 1/2-cup (0.14-L) tetrasodium polyphosphate and 1/2-cup (0.14-L) laundry detergent dissolved in 1 gal. (4 L) of water

2.6 STONE FABRICATION

A. Gage backs of stones more than 81 sq. in. (522 sq. cm) in area

B. Fabricate and provide cut stone as per Masonry Schedule and to minimize field cutting.

C. Cut stone to fit stone pattern indicated and maintain consistant joint size per the Masonry Schedule.

D. Fabricate and provide cut stone as per Masonry Schedule.

E. Type of Masonry (Pattern): per Exterior Elevations to match existing.

PART 3 - EXECUTION

3.1 SETTING STONE MASONRY VENEER, GENERAL

A. Accurately mark stud centerlines on face of sheathing or air barrier before beginning stone installation.

B. Remove substances from substrates that could impair mortar/epoxy bond, including curing and sealing compounds, form oil, and laitance.

C. Execute stone masonry by skilled masons experienced with the kind and form of stone and installation method indicated. Arrange stone for a good fit in pattern indicated.

D. Field-cut stone as necessary to fit at obstructions. Produce tight and neat joints.

E. Maintain uniform joint finish technique and color.

F. Install concealed flashing and weep holes at shelf angles, lintels, ledges, and similar obstructions to downward flow of water.

http://www.mortarnet.com/

http://www.mortarnet.com/



1. Extend flashing 4 inches (100 mm) into masonry at each end and turn up 2 inches (50 mm) to form a pan.

3.2 INSTALLING ANCHORED STONE MASONRY VENEER/CUT STONE

A. Set stone in full bed of mortar with full head joints. Build anchors and ties into mortar joints as stone is set. 1. Embed anchors and ties in mortar joints to within 1-1/2 inches (38 mm) of face. 2. Space anchors and ties as indicated, but not more than 16 inches (406 mm) o.c. vertically

and 18 inches (457 mm) o.c. horizontally. Install additional anchors within 12 inches (305 mm) of openings and at intervals around perimeter not exceeding 12 inches (305 mm).

B. Provide 1-inch (25-mm) air space between stone masonry veneer and back-up construction, unless otherwise indicated. Keep air space free of mortar droppings and debris.

C. Rake out joints for pointing 1/2 inch (13 mm) deep.

3.3 POINTING

A. Point stone joints by placing and compacting mortar in layers not greater than 3/8 inch (10 mm). Compact each layer thoroughly and allow to become thumbprint hard before applying next layer.

B. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce joint profile indicated.

3.4 CLEANING/SEALER

A. Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.

B. Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and clean stone masonry veneer per manufacturers reccomendations.



STRUCTURAL STEEL 05120 - 1

SECTION 05120 - STRUCTURAL STEEL

PART 1 - GENERAL


A. Submittals: The Steel supplier shall submit copies of all necessary shop drawings to Deep River Partners for approval. These drawings shall show all connection and anchoring details, and dimensions. Verify dimensions of steel components by field measurements before fabrication and indicate on Shop Drawings. Highlight any dimensions different from contract documents

B. Comply with AISC's "Specification for Structural Steel Buildings-Allowable Stress Design and

Plastic Design," RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490

Bolts," and AWS D1.1, "Structural Welding Code-Steel."

C. See drawings for additional steel specifications.

D. Include threaded studs for blocking attachment at all steel/wood connections at Steel Beam.

PART 2 - PRODUCTS

2.1 STRUCTURAL STEEL AND ACCESSORIES

A. Structural-Steel Shapes: ASTM A992. Plates, and Bars: ASTM A 36/A 36M, carbon steel.

B. Cold-Formed Structural-Steel Tubing: ASTM A 501.

C. Anchor Rods, Bolts, Nuts: ASTM A 307 and heavy hex carbon-steel , including epoxy adhesive for drilled and embedded anchors at column base plates.

D. Primer: Lead- and chromate-free, nonasphaltic, rust-inhibiting primer.

E. Grout: ASTM C 1107, nonmetallic, shrinkage resistant, premixed.

2.2 FABRICATION

A. Fabricate structural steel according to AISC specifications and tolerance limits of AISC's "Code

of Standard Practice for Steel Buildings and Bridges" for structural steel.

B. Fabricate steel pipe columns with steel base and top plates drilled for anchor and connection bolts and welded to pipe with continuous fillet weld same size as pipe wall thickness. 1. Provide 5/8-inch (12-mm) base plates with two 5/8” inch (16-mm) Simpson Titen HD

anchor bolts and 5/8-inch (6-mm) top plates.

C. Shop Priming: Prepare surfaces according to SSPC-SP 2 or SSPC-SP 3. Shop prime steel to a dry film thickness of at least 1.5 mils (0.038 mm). Do not prime surfaces to be embedded in concrete or mortar or to be field welded.


STRUCTURAL STEEL 05120 - 2

PART 3 - EXECUTION

3.1 ERECTION

A. Erect structural steel according to AISC specifications and within erection tolerances of AISC's "Code of Standard Practice for Steel Buildings and Bridges."

B. Set base and bearing plates on wedges, shims, or setting nuts. Drill, set and epoxy anchor bolts. Tighten anchor bolts, cut off wedges or shims flush with edge of plate, and pack grout solidly between bearing surfaces and plates.

C. Bolted Connections: Install and tighten nonhigh-strength bolts, unless high-strength bolts are required. Snug tighten high-strength bolts according to RCSC's "Specification for Structural

Joints Using ASTM A 325 or A 490 Bolts."

D. Weld Connections: Comply with AWS D1.1.



ROUGH CARPENTRY 06100 - 1

SECTION 06100 - ROUGH CARPENTRY

PART 1 - GENERAL


A. See structural drawings for additional lumber specifications.

PART 2 - PRODUCTS

2.1 LUMBER, GENERAL

A. Dressed lumber, S4S, 15 percent maximum moisture content for 2-inch thickness or less, marked with grade stamp of inspection agency.

2.2 TREATED MATERIALS

A. Preservative-Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln-dry lumber and plywood to 19 and 15 percent moisture content, respectively. Treat indicated items and the following: 1. Concealed members in contact with masonry or concrete. 2. Wood framing members less than 18 inches above grade. 3. Wood floor/wall plates installed over concrete slabs directly in contact with earth.

2.3 LUMBER

A. Dimension Lumber: The following grades. 1. Exterior partitions and misc. blocking: SPF kiln dried standard and better. 2. Headers: #2 & better douglas fir or as specified on structural drawings. 3. Wall studs over 9’ tall- 1.3E Timberstrand LSL studs.

B. Exterior trim: 1. Overhead Door Stop – Clear Select Cedar Smooth (Match Existing) 2. Overhead Door Jamb & Trim – Boral Smooth Side Exposed. 3. Shims as required.

2.4 MISCELLANEOUS PRODUCTS

A. Air-Infiltration Barrier: Polyolefin material complying with ASTM E 1677, Type I, with minimum water-vapor transmission of 10 perms, Tyvek “Stucco Wrap”.

B. Fasteners: Size and type indicated and/or as required for use intended. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip glavanized coating per ASTM A 153.

C. Metal framing anchors: Hot-dip galvanized steel of structural capacity, type and size indicated or as required for use intended.


ROUGH CARPENTRY 06100 - 2

D. Blocking for applied trim, fire stopping, air barrier blocking, garage operator track and equipment, and drywall nailers.

2.5 ENGINEERED WOOD PRODUCTS

A. Engineered wood products acceptable to authorities having jurisdiction and with allowable design stresses, as published by manufacturer, that meet or exceed those indicated.

B. Laminated-Veneer Lumber: Laminated with an exterior-type adhesive complying with ASTM D 2559, with grain of veneers parallel to their lengths.

C. Parallel-Strand Lumber: Laid up from wood strands with exterior-type adhesive complying with ASTM D 2559,with grain of strands parallel to their lengths.

D. Prefabricated Wood I-Joists: Made from stress-graded lumber flanges and wood-based structural-use panel webs with exterior-type adhesive complying with ASTM D 2559.

2.6 PANEL PRODUCTS

A. Wood-Based Structural-Use Panels: DOC PS 2. Provide plywood complying with DOC PS 1, where plywood is indicated. 1. Factory mark panels evidencing compliance with grade requirements. 2. Provide panels with span ratings required by support spacing indicated. 3. Wall Sheathing at Straight Walls – Nominal 1/2” CDX Pine Plywood.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Fit rough carpentry to other construction; scribe and cope for accurate fit and install all components listed above according to Mfg’s recommendations. Correlate location of furring, blocking, and similar supports to allow attachment of other construction such as hanging fixtures, bath hardware, wall mount TVs, and bath accessories, include framing for walls and ceiling drops at finished lower level. Coordinate layout of members with electrical, plumbing and HVAC.

B. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power-driven staples, P-nails, and allied fasteners. 2. "Table 602.3a--Fastener Schedule for Structural Members" of the CABO One and Two

Family Dwelling Code.

C. Installation of Structural-Use Panels: Comply with applicable recommendations contained in APA Form No. E30 and as follows: 1. Sheathing: Nail to framing.



BUILDING INSULATION 07210 - 1

SECTION 07210 - BUILDING INSULATION

PART 1 - GENERAL


A. N/A.

PART 2 - PRODUCTS

2.1 INSULATION PRODUCTS

A. R-36.3 average Corbond closed cell spray foam at ceiling as required at ceiling remodeling.

B. R-19.8 average Corbond closed cell spray foam at exterior walls.

C. Closed cell foam insulation at all air barrier penetrations.

2.2 ACCESSORIES

A. Vapor Retarder: Polyethylene 6 mil thick at warm side of exterior walls and ceilings. Use 2 layers at wood walls and ceilings.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install insulation in areas and in thicknesses indicated or required to produce R-values indicated. Cut and fit tightly around obstructions and fill voids with insulation.

B. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage.

C. Install insulation/closed cell foam/caulk at all overhead door and perimeters, skirts, plates and as required to minimize drafts at all air barrier penetrations.

D. Install spray foam per manufacturer’s recommendations



EXTERIOR HARD COAT STUCCO FINISH SYSTEM 07242 - 1

SECTION 07242 - EXTERIOR HARD COAT STUCCO FINISH SYSTEMS

PART 1 - GENERAL


A. Structural Performance: Engineer, fabricate, and install to withstand the effects of normal thermal movement, gravity loads, inward- or outward-acting uniform wind velocity pressures, and deflection of less than L/240 of span of framing members.

B. Submittals: 1. 3’ x 3’ Sample board of finish technique and color. 2. Shop drawing showing Expansion/Control Joint Layout per manufacturer’s

recommendations and not exceeding 144 square foot maximum..

C. Installer Qualifications: Certified in writing by system manufacturer

D. Installer and supplier of material to warranty work and materials for a period of 10 years from installation date per manufacturer’s standard warranty.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Sto Corp, 3800 Camp Creek Parkway, Building 1400, Suite 120, Altanta, GA 30331

2.2 MATERIALS

A. Sto Powerwall Next DrainScreen System Components. 1. Sto Joint Treatment. 2. StoGuard Waterpoof Air Barrier Membrane System – Emerld Coat - Fluid Applied. 3. StoPowerwall scratch coat. 4. StoPowerwall brown coat. 5. Sto Primer. 6. Sto Finish.

B. Galvanized expanded diamond mesh metal lath, ASTM C 1063, 3.4 gauge.

C. Niles Zinc control joints, expansion joints, weep screeds, casing beads, corner beads, and all other accessories required.

D. Code Compliant Water-Resistive Barrier – 15” Felt.

E. Mechanical Fasteners.

F. Sto materials and accessories as required to warrant installation.

2.3 COLOR / FINISH

A. Color / Finish: Match Existing Color & Finish.

https://www.stocorp.com/stucco-systems-us/

https://www.stocorp.com/stucco-systems-us/


EXTERIOR HARD COAT STUCCO FINISH SYSTEM 07242 - 2

2.4 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions per manufacturers recommendations at recommended locations including expansion joints and where hard coat stucco meets a dissimilar material, in color to match stucco color.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply and install per manufacturer's written instructions for installation of systems. 1. Install base coat completely covering reinforcing mesh. 2. Provide total thickness of base and finish coats at least 3/4 inch.

B. Prepare all joints and apply sealants per Manufacturer’s recommendations, for materials specified, in color to match stucco.

C. Install expansion joints per manufacturer’s recommendations and at least every 144 square feet. Approve locations with Architect prior to execution.

D. Paint and caulk all control & expansion joints to match adjacent finish.

E. Install waterproof air barrier at all window, door, and mechanical pentrations per manufacturer’s recommendation.

F. Clean, repair, and maintain per manufacturer’s recommendation.



FLASHING 07710 - 1

SECTION 07710 - FLASHING

PART 1 - GENERAL


A. Submittals: 1. Color Samples.

B. Provide products that comply with applicable requirements of SMACNA's "Architectural Sheet

Metal Manual," unless otherwise indicated.

PART 2 - PRODUCTS

2.1 SPECIALTIES

A. 22 gauge clear annodized aluminium flashing (match existing) of exterior wall at intersection of stucco & stone sills.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Expansion Provisions: Install running lengths to allow controlled expansion for movement of metal components, to prevent water leakage, deformation, or damage.

B. Install and fabricate according to the Sheet Metal Contractors Association’s Architectural Sheet Metal Manual and using appropriate fabrication.



JOINT SEALANTS 07920 - 1

SECTION 07920 - JOINT SEALANTS

PART 1 - GENERAL


A. Submittals: 1. Product Data. 2. Color Samples to match existings.

B. See Section 07242 for joint sealants Hard Coat Stucco Systems.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions.

B. Vulkem polyurethane base caulk to be applied at all masonry / wood joints and all wood plane changes.

C. Backer rod and sealant at head and jambs of overhead doors.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with ASTM C 1193 and apply at all exterior connections to create a water tight exterior envelope.



SECTIONAL OVERHEAD DOORS 08361 - 1

SECTION 08361 - SECTIONAL OVERHEAD DOORS

PART 1 - GENERAL


A. Submittals: 1. Product Data. 2. Shop Drawings.

B. Structural Performance: Design and reinforce sectional overhead doors to withstand a 20-lbf/sq. ft. wind-loading pressure

C. Remove existing door, track, and operating equipment including saftey closers.

PART 2 - PRODUCTS

2.1 SECTIONAL OVERHEAD DOORS

A. Geis thermal insulated custom door with Select Cedar smooth surface and perimeter boards to match existing, 2” steel thermal insulated base (R=18), Aluminum bottom retainer & astrigal seal. See Exterior Elevations for style.

B. Operation: Lift Master elite 8500 side opener jack shaft with two remotes per bay and one control panel.

C. Heavy .075 tight to ceiling lift track. 11 gauge hardware. Double end stiles with quiet nylon ball bearing rollers. Operator reinforcing brackets.

D. Safety infrared beams per code, 24 volt pre-wire for wall controls & safety beams by electrician.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install new & existing door, track, and operating equipment including saftey closers (wire install by electrician) complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports.

B. Fasten vertical track assembly to framing at not less than 24 inches (600 mm) o.c. Hang horizontal track from structural overhead framing with angle or channel hangers. Provide bracing and reinforcement as required for rigid installation of track and door.

C. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter.

D. See section 09910 for finishing.


SECTIONAL OVERHEAD DOORS 08361 - 2

E. Test and adjust controls and safeties.



GYPSUM BOARD ASSEMBLIES 09260 - 1

SECTION 09260 - GYPSUM BOARD ASSEMBLIES

PART 1 - GENERAL


A. Submittals: 1. 12”x12” texture sample with primer/sealer.

B. This section covers both new and patched gypsum board areas per the Gypsum Board Schedule.

PART 2 - PRODUCTS

2.1 GYPSUM BOARD

A. Gypsum board products in maximum lengths available to minimize end-to-end butt joints per Gypsum Board Schedule.

1. Gypsum Wallboard: ASTM C 36, in ½ inch thickness except as required by fire code and 5/8 inch thickness at 24 inches on center framing members, with manufacturers standard edges.

2. 5/8”Type X where required for fire-resistance rated assemblies.

3. Sag resistant type for ceiling surfaces.

2.2 ACCESSORIES

A. Trim Accessories: Cornerbead, edge trim, and control joints complying with ASTM C 1047, formed from steel sheet zinc coated by hot-dip process or rolled zinc or plastic.

B. Gypsum Board Joint Treatment Materials: Comply with ASTM C 475. Paper reinforcing tape and setting-type taping compound and drying-type, ready-mixed, compounds for topping.

C. Miscellaneous Materials: Auxiliary materials for gypsum board construction that comply with referenced standards.

D. Highest grade drywall primer sealer.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install and finish gypsum panels to comply with ASTM C 840 and GA-216. 1. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies. 2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.

B. Install Accessories per Manufacturer’s recommendations.


GYPSUM BOARD ASSEMBLIES 09260 - 2

C. Finishing Gypsum Board Assemblies: Level 4 finish at surfaces indicated for texture.

D. Apply 1 coat drywall primer / sealer to all drywall surfaces except those designated to receive wallpaper.

E. Contractor to include repair of drywall surface defects, due to normal drying and settling process, after one year from house substantial completion.

F. Contractor to protect all finished surfaces including but not limited to millwork, windows, concrete slabs and walls indicated to be smooth from paint/texture overspray.

G. Contractor responsible for removal of drywall scrap and debris removal from building site.

H. Contractor to repair defects after finish carpentry.



PAINTING 09910 - 1

SECTION 09910 - PAINTING

PART 1 - GENERAL


A. Summary: Paint all exposed surfaces per Paint Schedules, new and existing unless otherwise indicated. 1. Do not paint prefinished items, finished metal surfaces, operating parts, labels, and

materials obviously intended to be left exposed such as brick, tile, glass, countertops, etc 2. Flashing are prefinished and require no finish by painting contractor. 3. Unless otherwise indicated do not paint concealed surfaces. 4. See Interior Paint Schedule for drywall finishes at interior walls and where NO paint is

required.

B. Submittals:. 1. Finish and stain color sample overhead door & trim. 2. Finish and paint color sample for overhead door jamb & trim.

PART 2 - PRODUCTS

2.1 EXTERIOR PAINT/STAIN

A. Supply products as listed on Exterior Paint Schedule as well as misc. products not listed but required

B. Material Quality: Manufacturer's best-quality of coating types specified.

C. Material Compatibility: Complete system of compatible components that is recommended by manufacturer for application indicated.

2.2 INTERIOR PAINT/STAIN

A. Supply products as listed on Interior Paint Schedule as well as misc. products not listed but required.

B. Material Quality: Manufacturer's best-quality of coating types specified.

C. Material Compatibility: Complete system of compatible components that is recommended by manufacturer for application indicated.

PART 3 - EXECUTION

3.1 EXTERIOR APPLICATION

A. Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions, product mixing, and application per Exterior Paint Schedule.


PAINTING 09910 - 2

B. Painted Surfaces: Apply coats as required for adequate coverage – minimum 1 coat over manufacturer recommended primer for specified surfaces.

C. Stained Surfaces: Apply coats as required for adequate coverage – minimum 1 coat.

D. Fill nail holes in all doors, jamb, and trim where nail heads are not flush with surface.

E. Seal tops and bottoms of all exterior doors.

F. Paint weatherproof outlet covers in color most similar to surounding materials.

G. Comply with all manufacturer’s finishing requirements for exterior door and trim products, including but not limited to finishing all exterior products on all (six) sides as required.

3.2 INTERIOR APPLICATION

A. Comply with paint manufacturers written instructions for surface preparation, environmental and substrate conditions, product mixing and application per Interior Paint Schedule.

B. Contractor to fill holes, sand and de-dust surfaces between coats to ensure a smooth finished product free from surface blemishes and drips.

C. Stained woodwork IS NOT to be prestained before it is applied.

D. Painter to protect all surfaces, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: tile floors, windows, hardware, melamine, countertops, bath tubs, shower stalls, and Garage slabs from paint overspray and splatter.

E. Shrinkage of wood joints and door panels is normal and is to be expected due to house settling and the normal drying process. The Painting Contractor will return, at his expense, once after carpet install, once after the buyer moves in and once after one (1) year to make repairs and touch up painted/stained surfaces.

F. Apply coats as required for adequate coverage – minimum 2 coats over manufacturers recommended primer for specified surfaces.



CONCRETE FINISHES 09920 - 1

SECTION 09920 – CONCRETE FINISHES

PART 1 - GENERAL


A. Submittals: 1. 1’ x 1’ Material texture and color sample. 2. Product Data: Submit manufacturer's product data, including physical properties and

colors available. 3. Maintenance Instructions: Submit manufacturer's maintenance instructions, including

maintenance procedures and materials, procedures for stain removal and surface repair, and recommended schedule for cleaning

B. This Sections includes new epoxy floor to match existing.

1.2 WARRANTY

A. Provide a warranty covering materials and workmanship for a period of one year after date of installation.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Valspar Federal Flooring,”Epo-roc” quartz floor coating; 3M Colorquartz Aggregate color “TWINE”-7 parts white,2 parts smoke, 1 part brown to match existing.

2.2 ACCESSORY MATERIALS

A. Misc required materials and tools as recommended by manufacturer.

B. Cove Base; termination strip at 7 “ A.F.F. to match existing.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to receive finishes. Notify Architect if surfaces are not acceptable. Do not begin surface preparation or application until unacceptable conditions have been corrected. Do not apply to substrate treatments for moisture, repair, or leveling not of the same Manufacturer.

B. Comply with flooring manufacturer's written instructions using authorized and trained personel.

C. Provide expansion joints as required.

D. Protect all surrounding materials and avoid over spray



3.2 SURFACE PREPARATION

A. Prepare concrete surfaces in accordance with manufacturer's instructions and ASTM D 4258.

B. Remove dirt, oil, grease, wax, laitance, curing compounds, water-soluble concrete hardeners, and other surface contaminants.

C. Remove sealers, finishes, and paints.

D. Remove unsound concrete by scarifying, sand blasting, shot blasting, or high pressure water blasting.

E. Chemical surface preparation (acid etching) is unacceptable and will void Manufacturer’s warranty.

F. Mechanical Surface Preparation: 1. Mechanically abrade concrete surface in accordance with manufacturer's instructions. 2. Leave concrete surface with an aggressive texture. 3. Remove concrete dust. 4. Conform to ASTM D-4259. 5. Surface profile shall conform to IRCI Guideline 03732 CSP 4, minimum.

3.3 CONTROL JOINTS, CRACKS

A. Provide repair and treatment of control joints and surface cracks utilizing manufacturer’s standard materials and installation details.

3.4 APPLICATION

A. Repair concrete substrate as required using cementious repair/resurfacer in accordance with Manufacturer's instructions.

B. Do not add thinners to materials. No thinners shall be approved or allowed.

C. For coverage rates, consult data sheet for finish system.

D. Finish surface to be smooth, with uniform texture, free of surface defects, and without porous areas.

E. Follow Manufacturer’s recommendations on terminations and connections to walls, drains, doorways, columns and floor-to-floor transitions

F. Mix broadcast quartz and resin and trowel to joint between slab and base and up concrete base to underside of drywall termination and trowel smooth using cove base tool at corner to create resin and quartz base integral with floor slab.

3.5 CLEAN UP

A. Remove masking, draping, and other protection from adjacent surfaces.



B. Remove remaining materials and debris from job site and dispose of them in according with local rules and regulations. Leave area in clean condition free of debris.

3.6 PROTECTION

A. Protect floor resurfacer during curing from traffic and chemical spillage. Based on air temperature of 73ºF/23ºC 1. Foot Traffic: 12 to 16 hours. 2. Medium Wheeled Load 24 hours. 3. Full Cure: 72 hours



WIRING METHODS 16100 - 1

SECTION 16100 - WIRING METHODS

PART 1 - GENERAL


A. Summary: Building wire and cable and associated splices, connectors, and terminations for wiring systems rated 600 V and less, and twisted-pair cable; and raceways and boxes.

B. Perform all work and provide all product according to local and state codes.

C. This section to be completed on a design build basis.

D. Design circuits and load distribution to properly handle electrical requirements.

E. Include removal and termination of existing wiring to allow for new construction.

F. Refer to drawings for lighting integration details.

G. All light load home runs to be 12 guage wire and 20 amp circuits.

H. Clearly label all electrical components.

I. Provide Ground Fault Circuit Interrupter (GFCI) protection as required by applicable codes.

PART 2 – PRODUCTS

2.1 WIRES AND CABLES

A. Conductors: Copper.

B. Building Wires: Type THHN Conduit.

C. Nonmetallic Sheathed Cable: Type NM-B romex

D. Armored Cable up to No. 2 AWG: Type AC.

E. Connectors and Splices: Wiring connectors of size, ampacity rating, material, and type and class for application and for service indicated.

F. Coaxial cable: RG6 - Dual

G. Twisted Pair: No. 22 AWG tinned-copper conductors; PVC insulation; overall aluminum/polyester shield and No. 22 AWG tinned-copper drain wire; PVC jacket

2.2 RACEWAYS

A. Wireways: Screwed cover type, with manufacturers standard finish.



B. Surface Metal Raceway Galvanized steel with snap-on covers. Finish with manufacturer's standard prime coating suitable for painting.

C. Surface Nonmetallic Raceway: Two-piece construction, manufactured of rigid PVC compound with matte texture and manufacturer's standard color.

D. Outlet and Device Boxes: Sheet metal boxes, except use cast-metal boxes at exterior, interior exposed, and interior damp locations. Use nonmetallic boxes where permitted by NFPA 70 and local code.

E. Pull and Junction Boxes: Sheet metal boxes, except use cast aluminum boxes with gasketed covers at exterior and interior damp locations.

2.3 ENCLOSURES

A. Hinged-Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flush latch. Finish inside and out with manufacturer's standard enamel per local code.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install wires and cables according to the NECA's "Standard of Installation."

B. Remove existing wire from raceway before pulling in new wire and cable.

C. Wiring at Outlets: Install with at least 12 inches of slack conductor at each outlet.

D. Outdoors Wiring Methods: As follows: 1. Exposed: Intermediate metal conduit. 2. Concealed: Intermediate metal conduit. 3. Underground, Single Run: Rigid nonmetallic conduit. 4. Underground, Grouped: Rigid nonmetallic conduit. 5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

Electric Solenoid or Motor-Driven Equipment): Liquid-tight flexible metal conduit.

E. Indoors Wiring Methods: As follows: 1. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

Electric Solenoid or Motor-Driven Equipment): Flexible metal conduit, except in wet or damp locations use liquidtight flexible metal conduit.

2. Use armored cable and nonmetallic sheathed cable in applications allowed by NFPA 70. 3. Damp or Wet Locations: PVC conduit or per local code. 4. Exposed: Electrical metallic tubing or PVC per local code. 5. Concealed: per local code.

F. Conceal wiring, unless otherwise indicated, within finished walls, ceilings, and floors.

G. Boxes and Enclosures: In damp or wet locations use product suitable for use per local code.

H. Use raceway fittings compatible with raceway and suitable for use and location.



I. Install exposed raceways parallel to or at right angles to nearby surfaces or structural members, and follow the surface contours as much as practical.

J. Join raceways with fittings designed and approved for the purpose and make joints tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jumpers where joints cannot be made tight. Use insulating bushings to protect conductors.

K. Install pull wires in empty raceways. Use No. 14 AWG zinc-coated steel or monofilament plastic line having not less than 200-lb tensile strength. Leave not less than 12 inches of slack at each end of the pull wire.

L. Install raceway sealing fittings where required by the NEC and at wiring entrances to refrigerated spaces. Locate at suitable, approved, accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces.

M. Provide two (2) low voltage sensor wires from garage door opener button to opener and from opener to each side of overhead door at base of jamb.

N. Clearly label all enclosures, transformers and other electrical components.



WIRING DEVICES 16140 - 1

SECTION 16140 - WIRING DEVICES

PART 1 - GENERAL


A. Submittals: 1. Product Data. 2. Color samples.

B. Comply with NEMA WD 1.

C. Comply with NFPA 70.

D. This section to be completed on a design build basis.

PART 2 - PRODUCTS

2.1 DEVICES

A. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction.

B. Color: Match Existing.

C. Tamper resistant receptacles, exterior weather resistant recepticles, GFCI’s, Jacks, and other devices shall match existing.

D. All receptacles to comply with 2008 NEC tamper resistant requirements.

E. Receptacles in damp or wet locations must be weather resistant and installed with proper covers and gasketing per NEC Section 406.8 and to be low profile, recessed electrical box with clear weatherproof-in-use cover by In-Box by Arlington (http://www.aifittings.com/catalog/inbox/ )

F. Switches and dimmers – single pole, three way, and four way shall match existing.

G. Ground-Fault Circuit Interrupter Receptacles: Feed-through type, tamper resistant with integral duplex receptacle; for installation in a 2-3/4-inch- (70-mm-) deep outlet box without an adapter.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install devices and assemblies plumb and secure.

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WIRING DEVICES 16140 - 2

B. Mount devices flush, with long dimension vertical unless noted on drawings, and grounding terminal of receptacles on top unless otherwise indicated. Group adjacent devices under single, multigang wall plates.

C. Protect devices and assemblies during painting.

D. Install devices per Manfacturer recommendations.

E. Install wall plates when painting is complete.
