Download SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Lively Technical Center, Building 8 ... PDF

TitleSPECIFICATIONS AND CONTRACT DOCUMENTS FOR Lively Technical Center, Building 8 ...
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Table of Contents
                            Lively - PM and Spec Cover
	TOC Volumes 1
	Division 01 - General Requirements
	01010 Summary
		PART 3 - EXECUTION
	01045-Cutting & Patching
	01332 State Product Approval System
	01340
		PART 1 -  GENERAL
			1.1 RELATED DOCUMENTS
				A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
			1.2 SUMMARY
				A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
				B. Related Requirements:
			1.3 DEFINITIONS
				A. Action Submittals: Written and graphic information and physical samples that require Architect's and Construction Manager's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submitta...
				B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's and Construction Manager's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals ar...
				C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of ...
				D. Construction Operations Building Information Exchange (COBie): Information exchange format for logging and recording of data for delivery to the Owner using a standardized electronic format. For additional explanation, see 33TUhttp://www.wbdg.org/r...
				E. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.
			1.4 ACTION SUBMITTALS
				A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include a...
			1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
				A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings may be provided by Architect for Contractor's use in preparing submittals.
				B. Contractor/Vendors Use of A/E Drawings:  Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals, unless otherwise agreed to by the A/E and at the expense of the Cont...
				C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
				D. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit s...
				E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:
				F. Options: Identify options requiring selection by Architect.
				G. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect and Construction Manager on previous submit...
				H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
				I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmi...
				J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's and Construction Manager's action stamp.
		PART 2 -  PRODUCTS
			2.1 SUBMITTAL PROCEDURES
				A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
				B. Make submittals for each individual section. Do not combine submittals with products that are related or necessarily to be provided by a single contractor.
				C. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
				D. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Architect's digital data drawing files is other...
				E. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.
				F. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures."
				G. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data."
				H. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include ...
				I. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
				J. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
				K. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
				L. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
				M. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
				N. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified t...
				O. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:
				P. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requiremen...
				Q. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendation...
				R. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Docu...
				S. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and desig...
			2.2 DELEGATED-DESIGN SERVICES
				A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and d...
				B. Delegated-Design and Engineering Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file paper copies of certificate, signed and sealed by the responsible design...
		PART 3 -  EXECUTION
			3.1 CONTRACTOR'S REVIEW
				A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting ...
				B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."
				C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submitt...
			3.2 ARCHITECT'S ACTION
				A. General:  Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action.
				B. Action Submittals:  Architect will review each submittal, make marks to indicate corrections or modifications required, and return it.  Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action ta...
				1. UFinal Unrestricted ReleaseU:  Where submittals are marked "Reviewed for Design Conformance," that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend ...
				2. UFinal-But-Restricted ReleaseU:  When submittals are marked "Reviewed as Noted or Make Corrections Noted," that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requiremen...
				3. UReturned for ResubmittalU:  When submittal is marked "Rejected, Revise and Resubmit," do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity.  Revise or prepare a new subm...
				B. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect and Construction Manager.
				C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
				D. Submittals not required by the Contract Documents may be returned by the Architect without action.
	01370
	01600
	01700 Rev 11Jan07
		PROJECT: _____________     SUBSTANTIAL COMPLETION DATE: ___________
	01730
	01732 Selective Building Demolition
		PART 1 -  GENERAL
			1.1 SUMMARY
				A. This Section includes the following:
			1.2 DEFINITIONS
				A. "Existing to Remain" or "Retain":  Existing items of construction that are not to be removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.
				B.  “Remove”:  Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.
				C. “Remove and Salvage”:  Detach items from existing construction and deliver them to Owner.
				D. "Remove and Reinstall":  To detach items from existing construction, repair and clean them for reuse, and reinstall them where indicated.
				E. "Repair":  To stabilize, consolidate, or conserve; to retain existing materials and features while employing as little new material as possible.  Repair includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading m...
				F. "Replace":  To duplicate and replace entire features with new material in kind.  Replacement includes the following conditions:
				G. "Material in Kind":  Material that matches existing materials, as much as possible, in species, cut, color, grain, and finish.
			1.3 MATERIALS OWNERSHIP
				A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site.
			1.4 PROJECT CONDITIONS
				A. Owner assumes no responsibility for condition of areas to be selectively demolished.
				B. Storage of removed items or materials on-site will not be permitted.
		PART 2 -  PRODUCTS
			2.1 REPAIR MATERIALS
				1. Repair materials shall only be required if the building envelope is breached or is damaged and thus materials are required to secure the building and make it weather tight.
		PART 3 -  EXECUTION
			3.1 UTILITY SERVICES
				A. Existing Utilities:  Maintain services indicated to remain and protect them against damage during selective demolition operations.
				B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction.  Provide temporary services during interruptions to existing utilities, as acceptable to Owner a...
			3.2 PREPARATION
				A. Dangerous Materials:  If encountered, notify the Owner immediately and do not proceed with demolition activities until observed materials are cleared from area of demolition.
				B. Site Access and Temporary Controls:  Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
				C. Temporary Facilities:  Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
			3.3 POLLUTION CONTROLS
				A. Dust Control:  Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt.
				B. Disposal:  Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
			3.4 SELECTIVE DEMOLITION
				A. General:  Demolish and remove existing construction only to the extent required by the Demolition Notes:
			3.5 DISPOSAL OF DEMOLISHED MATERIALS
				A. General:  Promptly dispose of demolished materials.  Do not allow demolished materials to accumulate on-site.
				B. Disposal:  Transport demolished materials off Owner's property and legally dispose of them.
	01740
		PART 2 - PRODUCTS
	01750
	Section Divider - Division 07 - Thermal and Moisture Protection
	07920 JOINT SEALANTS
		PART 1 -  GENERAL
			1.1 RELATED DOCUMENTS
				A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
			1.2 SUMMARY
				A. This Section includes sealants for the following applications, including those specified by reference to this Section:
				B. This Section includes sealants for the following applications:
			1.3 PERFORMANCE REQUIREMENTS
				A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates.
				B. Provide joint sealants for interior applications that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates.
			1.4 DELIVERY, STORAGE, AND HANDLING
				A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multicomponent materials.
				B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
			1.5 PROJECT CONDITIONS
				A. Environmental Limitations:  Do not proceed with installation of joint sealants under the following conditions:
				B. Joint-Width Conditions:  Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated.
				C. Joint-Substrate Conditions:  Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates.
		PART 2 -  PRODUCTS
			2.1 PRODUCTS AND MANUFACTURERS
				A. Available Products:  Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified in the sealant schedules at the end of Part 3.
			2.2 MATERIALS, GENERAL
				A. Compatibility:  Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and f...
				B. Colors of Exposed Joint Sealants:  Match adjacent painted surface.
			2.3 ELASTOMERIC JOINT SEALANTS
				A. Elastomeric Sealant Standard:  Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant in the Elastomeric Joint-Sealant Schedule at the end of Part 3, including those referencing ASTM C 920 classifi...
			2.4 JOINT-SEALANT BACKING
				A. General:  Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field exper...
				B. Cylindrical Sealant Backings:  ASTM C 1330, of type indicated below and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance:
				C. Bond-Breaker Tape:  Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in ...
			2.5 MISCELLANEOUS MATERIALS
				A. Primer:  Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.
				B. Cleaners for Nonporous Surfaces:  Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in ...
				C. Masking Tape:  Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.
		PART 3 -  EXECUTION
			3.1 EXAMINATION
				A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance.
				B. Proceed with installation only after unsatisfactory conditions have been corrected.
			3.2 PREPARATION
				A. Surface Cleaning of Joints:  Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and the following requirements:
				B. Joint Priming:  Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience.  Apply primer to comply with joint sealant manufacturer's written instruc...
				C. Masking Tape:  Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears.  Remove tape immed...
			3.3 INSTALLATION OF JOINT SEALANTS
				A. General:  Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.
				B. Sealant Installation Standard:  Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.
				C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
				D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and back of joints.
				E. Install sealants by proven techniques to comply with the following and at the same time backings are installed:
				F. Tooling of Nonsag Sealants:  Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and...
			3.4 CLEANING
				A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur.
			3.5 PROTECTION
				A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completio...
			3.6 ELASTOMERIC JOINT-SEALANT SCHEDULE
				A. Medium-Modulus Neutral-Curing Silicone Sealant   Provide products complying with the following:
	Section Divider - Division 08 - Openings
	08110-Steel Doors & Frames
		A. Shop Drawings showing fabrication and installation of steel doors and frames.  Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of door and ...
		B. Cold-Rolled Steel Sheets:  Carbon steel complying with ASTM A 366 (ASTM A 366M), commercial quality, or ASTM A 620 (ASTM A 620M), drawing quality, special killed.
		C. Galvanized Steel Sheets:  Zinc-coated carbon steel complying with ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642 (ASTM A 642M), drawing quality, hot-dip galvanized according to ASTM A 525, with A 60 or G 60 (ASTM A 525M, with Z 180 or ...
			1. Fabricate exterior frames from 14 gage thick galvanized steel sheet.
		D. Door Silencers:  Drill stops to receive 3 silencers on strike jambs of single-door frames, 2 silencers on heads of double-door frames, and 4 silencers for two leafs of dutch doors.
	08423 – SLIDING AUTOMATIC ENTRANCES
		PART 1 -  GENERAL
			1.1 RELATED DOCUMENTS
				A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
			1.2 SUMMARY
				A. This section includes the following types of automatic entrance doors:
				B. Related Sections:
			1.3 REFERENCES
				A. References:  Refer to the version year adopted by the Authority Having Jurisdiction.
				C. Underwriters Laboratories (UL).
				F. American Architectural Manufacturers Association (AAMA).
				I. ASHRAE 90.1-2010/2013: Energy Standard for Buildings Except Low-Rise Residential Buildings.
			1.4 DEFINITIONS
				A. Activation Device: Device that, when actuated, sends an electrical signal to the door operator to activate the operation of the door.
				B. Safety Device: A device that detects the presence of an object or person within a zone where contact could occur and provides a signal to stop the movement of the door.
				C. AAADM: American Association of Automatic Door Manufacturers.
				D. SHGC:  Solar Heat Gain Coefficient.
				E. VT:  Visible Transmittance.
				F. CR:  Condensation Resistance.
			1.5 PERFORMANCE REQUIREMENTS
				A. General: Provide doors that have been designed and fabricated to comply with specified performance requirements, as demonstrated by testing manufacturer’s corresponding standard systems.
				B. Compliance:
				C. Automatic door equipment accommodates medium to heavy pedestrian traffic.
				D. Automatic Door equipment accommodates up to the following weights for active leaf doors:
				E. Operating Temperature Range: -31( F to 122( F (-35( C to 50( C).
				F. Entrapment Force Requirements:
				G. Energy Code Requirements:  Sliding automatic entrances that are required to meet construction energy code requirements in those districts that have adopted ASHRAE 90.1-2010/2013 shall have been evaluated based on methodology in accordance with the ...
			1.6 SUBMITTALS
				A. Comply with Division 01 - Submittal Procedures.
				B. Product Data:  Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, fabrication, operational descriptions and finishes.
				C. Shop Drawings:  Submit manufacturer’s shop drawings, including elevations, sections and details, indicating dimensions, materials, and fabrication of doors, frames, sidelites, operator, motion /presence sensor control device, anchors, hardware, fin...
				D. Samples: Submit manufacturer’s samples of aluminum finish.
				E. Operating and Maintenance Manuals:  Provide manufacturers operating and maintenance manuals for each item comprising the complete door opening installation in quantity as required in Division 01, Closeout Submittals.  33TThe manual to include the n...
				F. Warranties and Maintenance:  Special warranties and maintenance agreements specified in this Section.
			1.7 QUALITY ASSURANCE
				A. Manufacturers Qualifications:  Engage qualified manufacturers with a minimum 10 years of documented experience in manufacturing of doors and equipment of similar to that indicated for this Project and that have a proven record of successful in-serv...
				C. Source Limitations for Automatic Entrances:  Obtain each type of door, frame, operator and sensor components specified in this Section from a single source, same manufacturer unless otherwise indicated.
				D. Power-Operated Pedestrian Door Standard: ANSI/BHMA A156.10 (current version).
				E. Emergency Exit door requirements: Comply with requirements of authorities having jurisdiction for automatic entrance doors serving as a required means of egress.
			1.8 PROJECT CONDITIONS
				A. Field Measurements:  Verify actual dimensions of openings to receive automatic entrances by field measurements before fabrication and indicate on shop drawings.
			1.9 COORDINATION
				A. Electrical System Roughing-in: Coordinate layout and installation of automatic entrances with connections to power supplies and access control system as applicable.
			1.10 WARRANTY
				A. General Warranty:  Reference Division 01, General Requirements.  Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and r...
				B. Automatic Entrance Doors shall be free of defects in material and workmanship for a period of One (1) year from the date of substantial completion.
				C. During the warranty period a factory-trained technician shall perform service and affect repairs. A safety inspection shall be performed after each adjustment or repair and a completed inspection form shall be submitted to the Owner.
				D. During the warranty period all warranty work, including but not limited to emergency service, shall be performed during normal business hours.
				E. Manufacturer shall have in place a dispatch procedure that shall be available 24 hours a Day, 7 Days a week for emergency call back service.
		PART 2 -  PRODUCTS
			2.1 MANUFACTURER
				A. Basis of Design:  ASSA ABLOY Entrance Systems, 1900 Airport Road, Monroe, NC 28110. Toll Free (877) SPEC-123.  Phone (704) 290-5520 Fax (704 ) 290- 5555 Website 13TUwww.assaabloyentrance.comU13T contact: [email protected]
				B. Substitutions:  Requests for substitution and product approval in compliance with the specifications must be submitted in writing. Approval of requests is at the discretion of the architect and owner.
			2.2 SLIDING AUTOMATIC ENTRANCES
				A. Basis of Design Model:  Besam SL500 EcoDoor U-factor sliding automatic entrance.
				B. Sliding Automatic Entrance Doors Configuration: As indicated on the drawings.
			2.3 ALUMINUM DOORS AND FRAMES
				A. Doors and Frames: Extruded Aluminum, Alloy 6063-T5.
				B. Glass:  Glazing shall comply with ANSI Z97.1, thickness as indicated.
				C. Framing Members:  Provide automatic entrances as complete assemblies.  Manufacturer’s standard extruded aluminum framing reinforced as required to support loads.
				D. Header:  Manufacturer’s standard one-piece extruded aluminum header with a replaceable aluminum track extending full width of entrance unit.  Header to conceal door operators, carrier assemblies, and roller track; complete with hinged access panel ...
				E. Hardware:  Provide manufacturer’s standard hardware as required for operation indicated.
				F. Guide Track/Threshold:  Manufacturer’s threshold as indicated.
			2.4 SLIDING DOOR OPERATOR
				A. Door Operator and Controller:
				B. Microprocessor Control Box:
			2.5 ACTIVATION AND SAFETY CONTROL DEVICES
				A. General:  Provide the types of activation and safety devices specified in accordance with ANSI/BHMA standards, for the condition of exposure and for long-term, maintenance-free operation under normal traffic load for type of occupancy indicated.  C...
				B. Combination Activation Motion Sensor/Safety Presence Sensor:
			2.6 ELECTRICAL
				A. High-Efficiency DC Motor: Maximum of 3 amp current draw, allowing 5 operators to run on one 20 Amp circuit.
				B. Power:  Self-detecting line voltage capable control. 120 VAC through 240 VAC, 50/60 Hz, 3 amp minimum incoming power with solid earth ground connection for each door system.
				C. Key Impulse Input:  Input for card readers or remote activation with independent adjustable hold open delay.
				D. Wiring:  Separate internal channel raceway free from moving parts.
				E. Brown out / high voltage capability: System has capability to operate at full performance well beyond brown out and high voltage line conditions (85 V – 265 V) sensing changes and adjusting automatically.
				F. Convenience Battery: Shall be concealed in header and capable of full operation with blackout conditions, including sensor capabilities for minimum of 100 cycles.
			2.7 ALUMINUM FINISHES
				A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
				B.  Anodized Finish:
		PART 3 -  EXECUTION
			3.1 EXAMINATION
				A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, wall and floor construction, and other conditions affecting performance.
				B. Examine roughing-in for electrical source power to verify actual locations of wiring connections.
				C. Proceed only after such discrepancies or conflicts have been resolved.
			3.2 INSTALLATION
				A. Do not install damaged components.  Fit frame joints to produce hairline joints free of burrs and distortion. Rigidly secure non-movement joints.
				B. Entrances:  Install automatic entrances plumb and true in alignment with established lines and grades without warp or rack of framing members and doors.  Anchor securely in place.
				C. Door Operators:  Connect door operators to electrical power distribution system as specified in Division 26 Sections.
				D. Glazing:  Glaze sliding automatic entrance door panels in accordance with the Glass Association of North America (GANA) Glazing Manual, published recommendations of glass product manufacturer, and published instructions of automatic entrance system...
				E. Sealants:  Comply with requirements specified in division 7 Section “Joint Sealants” to provide weather tight installation.
				F. Signage:  Apply signage on both sides of each door and sidelite as required by ANSI/BHMA A156.10 and manufacturers installation instructions.
			3.3 FIELD QUALITY CONTROL
				A. Manufacturers Field Services:
			3.4 ADJUSTING
				A. Adjust door operators, controls and hardware for smooth and safe operation and for weather tight closure. Adjust doors in compliance with ANSI/BHMA A156.10.
			3.5 CLEANING AND PROTECTION
				A. Clean adjacent surfaces soiled by door installation.
				B. Clean glass and metal surfaces promptly after installation. Remove excess sealants, compounds, dirt and other substances. Repair damages finish to match original finish.
			3.6 DEMONSTRATION
				A. Engage a factory-authorized representative to train Owner's maintenance personnel to adjust, operate, and maintain safe operation of the door.
	08710 Door Hardware
	08801 Glazing
		PART 1 -  GENERAL
			1.1 RELATED DOCUMENTS
				A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
			1.2 SUMMARY
				A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section:
				B. Related Sections include the following:
			1.3 PERFORMANCE REQUIREMENTS
				A. General:  Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following:  defective manufacture, fabrication, and...
				B. Glazing Publications:  Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated.  Refer to these publications for glazing terms not otherwise defined in this Sect...
			1.4 DELIVERY, STORAGE, AND HANDLING
				A. Protect glazing materials according to manufacturer's written instructions and as needed to prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes.
				B. For insulating-glass units that will be exposed to substantial altitude changes, comply with insulating-glass manufacturer's written recommendations for venting and sealing to avoid hermetic seal ruptures.
			1.5 PROJECT CONDITIONS
				A. Environmental Limitations:  Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or ...
			1.6 WARRANTY
				A. General Warranty:  Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by C...
		PART 2 -  PRODUCTS
			2.1 PRODUCTS AND MANUFACTURERS
				A. Available Products:  Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products indicated in schedules at the end of Part 3.
			2.2 INSULATED GLASS UNIT
				A. Insulating-Glass Units: As specified in Section 084229 SLIDING AUTOMATIC DOORS.
			2.3 ELASTOMERIC GLAZING SEALANTS
				A. General:  Provide products of type indicated, complying with the following requirements:
				B. Elastomeric Glazing Sealant Standard:  Comply with ASTM C 920 and other requirements indicated for each liquid-applied.
			2.4 MISCELLANEOUS GLAZING MATERIALS
				A. General:  Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surface...
				B. Cleaners, Primers, and Sealers:  Types recommended by sealant or gasket manufacturer.
				C. Setting Blocks:  Elastomeric material with a Shore A durometer hardness of 85, plus or minus 5.
				D. Spacers:  Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated.
				E. Edge Blocks:  Elastomeric material of hardness needed to limit glass lateral movement (side walking).
		PART 3 -  EXECUTION
			3.1 EXAMINATION
				A. Examine framing glazing, with Installer present, for compliance with the following:
				B. Proceed with installation only after unsatisfactory conditions have been corrected.
			3.2 PREPARATION
				A. Clean glazing channels and other framing members receiving glass immediately before glazing.  Remove coatings not firmly bonded to substrates.
			3.3 GLAZING, GENERAL
				A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications.
				B. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances.  Adjust as required by Project conditions during installation.
				C. Protect glass edges from damage during handling and installation.  Remove damaged glass from Project site and legally dispose of off Project site.  Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken gl...
				D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant-substrate testing.
				E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer.  Set blocks in thin course of compatible sealant suitable for heel bead.
				F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
				G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.
			3.4 SEALANT GLAZING (WET)
				A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until seala...
				B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces.
				C. Tool exposed surfaces of sealants to provide a substantial wash away from glass.
			3.5 PROTECTION AND CLEANING
				A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass.  Do not apply markers to glass surface.  Remove nonpermanent labels, and clean surfaces.
				B. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter.  If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as recommended...
				C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for build-up of dirt, scum, alkaline deposits, or stains; remove as recommended by g...
				D. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way, including natural causes, accidents, and vandalism, during construction period.
				E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion.  Wash glass as recommended by glass manufacturer.
	Section Divider - Division 09 - Finishes
	09912 PAINTING
		SECTION 09912 - PAINTING
		PART 1 - GENERAL
		1.1 RELATED DOCUMENTS
		1.2 SUMMARY
		1.4 SUBMITTALS
		1.5 QUALITY ASSURANCE
		1.6 DELIVERY, STORAGE, AND HANDLING
		1.7 PROJECT CONDITIONS
		PART 2 - PRODUCTS
		2.1 MANUFACTURERS
		2.2 PAINT MATERIALS, GENERAL
		PART 3 - EXECUTION
		3.1 EXAMINATION
			1. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
			2. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry.
		3.2 PREPARATION
		3.3 APPLICATION
		3.4 CLEANING
		3.6 PROTECTION
		3.7 PAINT SCHEDULE
		A. PS-2 Concrete Masonry Units:  Touch-up paint to match existing adjacent surface.
		B. PS-3 Ferrous Metal, Semi-gloss:  Provide the following finish systems over ferrous metal:
			a. Factory Applied Primer for Doors and Frames:
				1) Galvanized primer as recommended by top coat manufacturer
				2) For ferrous metals, provide quick-drying, rust-inhibitive, alkyd-based as recommended by the manufacturer for this substrate, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.5 mils ...
		END OF SECTION 09912
                        
Document Text Contents
Page 1

SPECIFICATIONS AND CONTRACT DOCUMENTS



FOR



Lively Technical Center, Building 8
Exterior Door and Entrance Replacement



LEON COUNTY SCHOOLS














August 16, 2015

Page 2

THIS PAGE INTENTIONALLY LEFT BLANK

Page 101

Bid No. 5340-2016, Lively Technical Center, Building 8, Exterior Door and Entrance Replacement
Page 99 of 109



8. I understand that the School Board has implemented Board Policy 2.021 to comply with level 2 screening
requirements, as defined in sections 1012.32 and 435.04, Florida Statutes. I understand that my company must
comply with these local procedures as they are developed or amended from time to time.


9. I understand that any costs and fees associated with the required background screening will be borne by my
company.

10. I understand that any personnel of the contractor found through fingerprint processing and subsequent level 2
background screening to have been found guilty of, regardless of adjudication, or entered a plea of nolo contendere or
guilty to any offense outlined in Section 435.04, Florida Statutes (or any similar statute of another jurisdiction), shall
not be permitted to come onto school grounds or any leased premises where school- sponsored activities are
taking place when students are present, shall not be permitted direct contact with students, and shall not be permitted
to have access to school district funds.

11. I understand that the failure of any of the company’s or my affected personnel to meet level 2 screening
standards as required by section 1012.465, Florida Statutes, may disqualify my company from doing business with the
School Board.

12. I hereby certify that the foregoing statement is true and correct in relation to the company for which I am
submitting this sworn statement. I further certify that this statement is being given knowingly and voluntarily by me on
behalf of my company.

The company submitting this sworn statement agrees to be bound by the provisions of SECTIONS 1012.32,
1012.465, AND 435.04 OF THE FLORIDA STATUTES AS AMENDED BY HB 1877, THE JESSICA LUNSFORD ACT 2005.


I CERTIFY THAT THE SUBMISSION OF THIS FORM TO THE SCHOOL BOARD OF LEON COUNTY, FLORIDA ON BEHALF OF
THE COMPANY IDENTIFIED IN PARAGRAPH ONE (1) ABOVE BINDS THE COMPANY TO FULLY COMPLY WITH THE
BACKGROUND SCREENING REQUIREMENTS OF SECTIONS 1012.32, AND 435.04, FLORIDA STATUTES.



(Signature)





Sworn to and subscribed before me this day of 20



is personally known to me OR produced identification


by showing
(Type of Identification)


Notary Public – State of My commission expires on:





Signature of Notary Public (Printed, typed or stamped commissioned name of Notary Public)

Page 102

Bid No. 5340-2016, Lively Technical Center, Building 8, Exterior Door and Entrance Replacement
Page 100 of 109



Exhibit C

CONFLICT OF DISCLOSURE FORM



1. I HEREBY CERTIFY that I _________________________________________________ am the
(printed name)

___________________________________________ and the duly authorized representative of

(printed title)

the Firm of _____________________________________________________________________

(company name)



whose address is _________________________________________________________________



________________________________________ and that I possess the legal authority to make this

affidavit on behalf of myself and the Firm for which I am acting; and,



2. Except as listed below, no employee, officer, or agent of the Firm have any conflicts of interest, real or
apparent, due to ownership, other clients, contracts, or interests associated with this project; and,



3. This proposal is made without prior understanding, agreement, or connection with any corporation,
Firm, or person submitting a proposal for the same services, and is in all respects fair and without
collusion or fraud.


EXCEPTIONS: (List)


Signature:

Printed Name:

Firm Name:

Date:


STATE OF ____________________

COUNTY OF __________________

Sworn to and subscribed before me this ______ day of _______________________, 20 ___, by

________________________________________ who is personally known to me or who has

produced _________________________ as identification.


NOTARY PUBLIC STATE OF ____________________


(seal) Type or print Name: _____________________________


Commission No: ________________________________


Commission Expires: _____________________________

Page 203

Rev-ID Ch-ID Change Name Date

DRAWING NAME

(850) 222-8100 www.architects-gca.com

SI
G

NA
TU

RE

Consultants:

413 ALL SAINTS STREET TALLAHASSEE, FLORIDA 32301

SHEET

DATE:
REVIEWED

BY
DRAWN

BY:PHASE:
DESIGN DEVELOPMENT

PERMIT DOCUMENTS

CONTRACT DOCUMENTS

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF
SERVICE. THE DRAWINGS AND COPIES THEREOF, INCLUDING
ELECTRONIC MEDIA AND CAD FILES, ARE THE PROPERTY OF
GILCHRIST ROSS CROWE ARCHITECTS, P.A. THEIR USE,
REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY
ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT
BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED.
THIS COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY
PLACED ON EACH DRAWING EXHIBIT OR RENDERING ON THIS
DOCUMENT AND SHALL NOT BE REMOVED FROM THESE
DOCUMENTS.

100% CONSTR DOCUMENTS

A1.1
Floor Plan, Door
Elevations &
Details

architecture
interior design
planning

Lively Building 08 Door
Replacement

GRC Project Number 15195A

For
Leon County Schools
500 Appleyard Drive
Tallahassee
Florida 32304

G:\15195A Lively School Doorway Renova ons\04 Design Development\Lively School Exterior Doorway Renova ons.pln
Tuesday, August 04, 2015

8-4-15DGMK

2
A1.1

3
A1.1

4
A1.1

5
A1.1S1

0
1/

2"

5"

RESILIENT
WEATHERSTRIPING

Basis of Design: PEMKO 2005

7
A

1.
1

10
' M

.O
.

20' M.O. MAIN ENTRANCE

12'

41
1

/2
"

6" FRAME
DEPTH, TYPICAL

BASIS OF DESIGN: BESAM
SL500 U-FACTOR DOOR.
OVERHEAD CONCEALED FULL
BREAKOUT WIDE STILE BI-
PART SLIDING DOOR SYSTEM

ELECTRICAL SERVICE 120 VAC. 50/60
HZ. 15/20A BY ELEC CONTR. TO
JUNCTION BOX

SEE 6/A1.1 DETAIL PD-2
SEE 6/A1.1 DETAIL PD-1

1" INSULATED
GLAZING,
TYPICAL

B.O. B.O. B.O. B.O.
F.F.L.

CL

PLAN DIAGRAM EMERGENCY BREAKAWAY

INTERIOR

EXTERIOR

7
A

1.
1

8
A1.1

8
A

1.
1

16' M.O. REAR ENTRANCE

10
' M

.O
.

41
1

/2
"

BASIS OF DESIGN: BESAM SL500
U-FACTOR DOOR. OVERHEAD
CONCEALED FIXED SIDELITE WIDE
STILE BI-PART SLIDING DOOR
SYSTEM

SEE 6/A1.1 DETAIL PD-2SEE 6/A1.1 DETAIL PD-1

ELECTRICAL SERVICE 120 VAC. 50/60
HZ. 15/20A BY ELEC CONTR. TO
JUNCTION BOX

FIXED SIDELITE FIXED SIDELITE

6" FRAME
DEPTH, TYPICAL

1" INSULATED GLAZING,
TYPICAL

F.F.L.

CL

INTERIOR

EXTERIOR

PLAN DIAGRAM EMERGENCY BREAKAWAY

9
A1.110 A

1.
1

8'-
8"

M
.O

.

6'-4" M.O.

2" 6' 2"

7'
4"

1'-
2"

2" 1" INSULATED
FIXED GLASS
TRANSOM

4" HEAD

5-3/4" FRAME

1" INSULATED LIGHTS

REMOVABLE MULLION

9
A1.110 A

1.
1

8'-
8"

M
.O

.

3'-4" M.O.

2" 3' 2"

7'
4"

1'-
2"

2"

4" HEAD

1" INSULATED
FIXED GLASS
TRANSOM

5-3/4" FRAME

1" INSULATED LIGHT

˚

˚

MOUNTED @ 41 1/2"
ABOVE F.F.L.

"ON ACTIVE LEAFS & SIDELITES"
OPTIONAL MUNTINS

N

N

N

0 8' 16' 32'SCALE: 1/16" = 1'-0"1
First Floor Plan - Building 8

SCALE: 6" = 1'-0"10
Exterior Threshold

SCALE: 1/4" = 1'-0"2
Door Elevation - Main Entrance

SCALE: 1/4" = 1'-0"3
Door Elevation - Rear Entrance

SCALE: 1/4" = 1'-0"4
Pair HM Doors & Frame

SCALE: 1/4" = 1'-0"5
Single HM Door & Frame

NOT TO SCALE6
Insulated Door Assembly

NOT TO SCALE7
Insulated Door Assembly

NOT TO SCALE
8 Muntin Detail

NOT TO SCALE9
Door Frame Anchor

BUILDING 08 LOCATION

1 3/4" X 6" FRAME

1 3/4" X 6" FRAME

1 3/4" X 6" FRAME

PD-1

PD-2

MFR'S

MFR'S

MFR'S

MFR'S

CODE CRITERIA
1) All Construc on shall be in accordance with the

Florida Building Code (FBC) 2014 and the Na onal
Electric Code (NEC) 2014.

2) Components shall be listed with the Florida
Product Approval system.

3) Structural Loads for Exterior Cladding and
Components:

a. Wind Loads: Engineered in accordance
with FBC 1609 and ASCE 7.

i. Ul mate Design Wind Speed: 130
mph

ii. Exposure Category B.
iii. Load: minus 40 psf, plus 40 psf.

DEMOLITION NOTES
1) Remove exis ng aluminum storefront and

entrances and hollow metal doors, frames and
hardware. Salvage lockset hardware and door lock
cylinders for the Owner.

2) Dimensions indicated for exis ng openings on the
drawings are nominal and may vary. Field verify
exis ng condi ons and openings prior to preparing
shop drawings and ordering fabricated
components.

CONSTRUCTION NOTES
1) Install all new components in exis ng openings.

ELECTRICAL SERVICE FOR AUTOMATIC DOORS
1) There are no electrical plans or specifica ons

provided in the Contract Documents. Bidding
Electricians shall visit the site and sa sfy
themselves on the extent of electrical work
necessary prior to submi ng a bid.

2) The General Contractor shall secure and pay for
the services of an Electrician to perform the work.

3) The Electrician shall coordinate with the Automa c
Door Vendor/Contractor for a complete and
opera onal installa on.

4) Power supply shall be installed on the interior walls
above the ceiling.

5) Electrical raceway and cabling shall be routed
concealed in the aluminum frames.

6) Electrician shall provide power from closest
available non-emergency circuit to the door
operators.

MAP OF LIVELY SCHOOL LOCATION
TALLAHASSEE, FLORIDA

TCC CAMPUS

PROJECT SITE:
LIVELY SCHOOL, BUILDING 08
500 APPLEYARD DRIVE
TALLAHASSEE, FL 32304

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