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Agenda packet

San Luis Obispo City Council
November 12, 2024

Document
Agenda packet
Meeting
November 12, 2024
Body
San Luis Obispo City Council
Pages
1,531
Original file
96.3 MB
Text extracted from the city's file for reading and search. Open the original on pub-slocity.escribemeetings.com. That file is the official record.

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 3000
03 3000 Cast-in-Place Concrete
09-04-2024 Page 12 of 16

5. Where slabs are to receive separate cement finish or mortar setting bed, continued tamping to raise mortar to surface is not performed. Laitance shall be removed by brushing with a stiff brush or by light sandblasting to expose clean top surface of coarse aggregate.

6. Where concrete is to recieve polished finish:
a. Screed with a vibratory straightedge and strike off at correct elevations. b. Do not leave the vibratory screed at any one location while the vibrator is running; move it continuously across the slab.
c. Do not use a highway straightedge or bump cutter on the concrete surface during finishing operations.

D. Floating and Troweling:

1. After concrete has been placed, struck off, consolidated, and restraightened, concrete shall not be worked further until ready for floating. Restraightening operation is best accomplished by use of 8 foot to 10 foot wide bull float. Power floating operations shall begin when the water sheen has disappeared, and when the mix has stiffened sufficiently to permit proper operation of power-driven float.

2. Consolidate surface with power-driven floats. Hand floating with wood or cork faced floats shall be used in locations inaccessible to power driven machine. Surface shall be restraightened at this stage with ten foot highway straightedge applied at not less than two different angles.

3. High spots shall be cut down and low spots filled during this procedure to produce planes checking true under straightedge in any direction. Uniformly slope surfaces to drains where occurs.

4. Restraightening operation shall be followed by final float pass to uniform, smooth, granular texture.

5. Where concrete is to recieve polished finish:
a. Machine-trowel the slab edges and as close as possible to walls and columns.

Minimize hand-finishing.
b. The troweled surface shall be free of trowel marks, burn marks, and mottling. c. Do not trowel over adjacent hardened concrete surfaces. Inspect trowel machines prior to each pass and remove any accumulated mortar.

E. Joints: Comply with CBC Section 1906.4. Locate joints in concrete only where shown or approved and obtain prior approval for points of stoppage of any pour. Clean and roughen surface of construction joints by removing entire surface and exposing 1/4" of clean coarse aggregate solidly embedded in mortar matrix by chipping, use of an approved retarder agent, or equal. Water and keep hardened concrete wet for not less than 24 hours before placing the next lift or abutting concrete. Cover the horizontal surfaces of existing or previously placed and hardened concrete with a 2" thick layer of fresh concrete of required mix less 50 percent of coarse aggregate just before balance of concrete is placed.

F. Vertical Elements: Stop placement of concrete in walls and columns 1 1/2" below bottom of beams or supported slabs. Stop placement at sills and heads of wall openings in the same manner. Allow concrete in vertical elements to be in place at least 2 hours and until vertical settlement has ceased before placing concrete for floor framing.

G. Correction of Segregation: Before placing next layer of concrete, and at the top of each placement for vertical elements, remove all concrete containing excess water or fine aggregate, or showing deficiency of coarse aggregate, and fill the space with compacted concrete of correct proportions. Comply with CBC Section, 1906.4.

Page 396 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 3000
03 3000 Cast-in-Place Concrete
09-04-2024 Page 13 of 16
H. Filling, Leveling and Patching:

1. Concrete slabs exhibiting high or low spots and indicated to receive resilient floor covering or soft floor covering, shall have surfaces repaired. High spots shall be honed, or ground with power-driven machines to required tolerances. Low spots shall be filled with latex underlayment, installed in strict accordance with manufacturer's written recommendations.

2. Holes resulting from form ties or sleeve nuts shall be solidly packed, through exterior walls, by pressure grouting with cement grout, as specified. Grouted holes on exposed surfaces shall be screeded flush and finished to match adjoining surfaces.

I. Cement Base: Cement base shall be of the height, thickness, and shape detailed. Base shall be reinforced with one inch mesh, 18 gage, zinc-coated wire fabric. Base finish mixture shall be one part Portland cement, 2 parts of fine aggregate and one part pea gravel. Colored cement base shall include a chemically inert mineral oxide pigment in the mix.

3.05 Slab Jointing
A. Locate joints as indicated on drawings.

B. Anchor joint fillers and devices to prevent movement during concrete placement.

C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch thick blade and cut at least 1 inch deep but not less than one quarter (1/4) the depth of the slab.

3.06 Curing and Protection
A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. All curing shall be per CBC Section 1905.11. Keep forms containing concrete in a wet condition until removed. Keep concrete continuously moist for not less than 7 days after placement. Keep concrete above 50ºF and moist with a fine fog water spray until protected by curing media.

D. Forms containing concrete, top of concrete between forms, and exposed concrete surfaces after removal of forms shall be maintained in a thoroughly wet condition for at least 7 consecutive days after placing. Use the water curing method, curing sheet material, or a clear liquid membrane-forming curing compound except as otherwise specified.

E. During times of dry or excessive winds, high ambient temperature, low humidity, or other ambient conditions causing rapid drying, use specified evaporation retardant and finishing aid material according to the manufacturers instructions and cure concrete with a fine fog spray of

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 3000
03 3000 Cast-in-Place Concrete
09-04-2024 Page 14 of 16
water, or equal, applied both during and after finishing and continued until final curing operations are started.

F. Within 24 hours after finishing, exterior slabs and paving, and interior slabs to receive cement topping or mortar setting beds, shall be covered with sand to a depth of 2 inches and kept thoroughly wet for 7 days.

1. Instead of sand covering, exterior walks and paving where no other surface treatment is specified, may be cured with clear liquid curing compound immediately installed in accordance with manufacturer's directions.

2. At areas to recieve polished concrete finish, silcate curing compounds are prohibited.

3.07 GROUTING AND DRYPACKING
A. Install as indicated or required. Where grouting and drypacking is part of the work of other sections, it shall conform to the following requirements, as applicable.

B. Drypacking: Mix materials thoroughly with minimum amount of water. Install drypack by forcing and rodding to fill voids and provide complete bearing under plates. Finish exposed surfaces smooth and cure with damp burlap or liquid curing compound.

C. Non-Shrink Grouting:

1. Mixing: Mix the approved non-shrink grout material with sufficient water per manufacturers recommendations.

2. Application: Surfaces to receive the non-shrink grout shall be clean, and shall be moistened thoroughly immediately before placing the mortar. Before grouting, surfaces to be in contact shall be roughened and cleaned thoroughly, all loose particles shall be removed and the surface flushed thoroughly with neat cement grout immediately before the grouting mortar is placed. Place fluid grout from one side only and puddle, chain, or pump for complete filling of voids; do not remove the dams or forms until grout attains initial set. Finish exposed surfaces smooth, and cure as recommended by grout manufacturer.

3.08 Field Quality Control
A. Comply with pertinent provisions of Section 01 4000 - Quality Control.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Testing/Evaluation of Concrete: Conform to CBC and ACI. Testing Laboratory shall perform following tests. Samples for testing shall be obtained in accordance with AASTM C172/C172M, and shall be taken from as close to point of placement as possible.

1. Compressive Strength Tests: Cast one set of three or more cylinders from each days placing and each 50 cubic yards, or fraction thereof, or not less than once for each 2,000 square feet of surface area for slabs and walls, of each strength of structural concrete.

Date cylinders, assign record number, and tag showing the location from which sample was taken. Also record slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete.

2. Test Cylinders: Samples will be made in accordance with ASTM C172/C172M . Cast cylinders according to ASTM C31/C31M ; 24 hours later, store cylinders under moist curing conditions at about 70 F. Test according to ASTM C39/C39M at 7 and 28 day ages.

Page 398 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 3000
03 3000 Cast-in-Place Concrete
09-04-2024 Page 15 of 16
The remaining cylinder shall be kept in reserve in case tests are unsatisfactory.

D. Core Tests: Comply with CBC and ACI. If tests show that compressive strength of any concrete falls below required minimum at 28 day age, additional curing and testing of concrete which unsatisfactory test reports represent may be directed. Testing Laboratory shall take and test drilled cores as directed in accordance with ASTM C42. Contractor shall refill core holes with drypack concrete of the same compressive strength required for cored concrete. If core tests results are unsatisfactory, Contractor shall furnish required labor, equipment, and weights, and the Testing Laboratory shall conduct load testing on involved parts of building or structure as directed. Contractor shall bear additional curing and test costs, including Testing Laboratory costs, for concrete not meeting required compressive strength at 28 day age even if testing demonstrates that concrete has eventually attained required minimum compressive strength, and all costs for required corrections or removals and replacements as directed and required for approved construction.

E. Level of Floors: Continuously monitor concrete placing to maintain level floor by use of an instrument level, transit, or laser.

F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.

3.09 CLEAN UP
A. Remove rubbish, debris and waste materials and legally dispose of off the Project site.

3.10 Protection
A. Do not permit traffic over unprotected concrete floor surface until fully cured.

END OF SECTION 03 3000

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 3000
03 3000 Cast-in-Place Concrete
09-04-2024 Page 16 of 16
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Page 400 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 1 of 14
Section 04 2000
Unit Masonry
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Concrete block.

B. Mortar and grout.

C. Installation of Reinforcement
D. Placement of anchor bolts, assemblies and embeds
E. Grouting of plates and embeds
F. Accessories.

1.02 RELATED REQUIREMENTS
A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry.

B. Section 03 3000 - Cast-in-Place Concrete: Installation of dovetail slots for masonry anchors.

C. Section 07 9200 - Joint Sealants: Sealing control and expansion joints.

1.03 REFERENCE STANDARDS
A. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2023.

B. ASTM C140/C140M - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units; 2023a.

C. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2018.

D. ASTM C150/C150M - Standard Specification for Portland Cement; 2022.

E. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2018.

F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019a, with Editorial Revision.

G. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2024.

H. ASTM C476 - Standard Specification for Grout for Masonry; 2023.

Page 401 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 2 of 14
I. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016.

J. ASTN C1019 - Standard Test Method for Sampling and Testing Grout, 2016 K. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2023b.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Mix Designs and test results:

1. One of the following for each mortar mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C270, or
b. Mix designs and mortar tests performed in accordance with the property specification of ASTM C270

2. One of the following for each grout mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C476, or
b. Mix designs and grout strength tests performed in accordance with the property specification of ASTM C476, or
c. Compressive strength tests performed in accordance with ASTM C1019, and slump flow and Visual Stability Index (VSI) as determined by ASTM C1611/C1611M.

C. Material Certificates- Material certificates for the following, certifying that each material is in compliance.

1. Anchors, ties, fasteners, and metal accessories

2. Masonry Units

3. Mortar and grout materials

4. Self-Consolidating grout
D. Construction Procedures

1. Cold weather construction procedures

2. Hot weather construction procedures
E. Samples of cured dry mortar showing finish color.

F. Cured sealant colors for control joints.

G. Control Joint Filler, 12" pieces of each size and type.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4000 "Quality Requirements." B. Comply with provisions of the following codes and standards except where exceeded by requirements of the contract documents.

1. California Building Code (CBC), 2022

Page 402 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 3 of 14

2. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2016 C. Inspections:

1. General: Structural verifications inspections and test shall be performed in accordance with the following codes and standards:
a. California Building Code (CBC), 2022
b. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2016

2. Owner Requirements:
a. The owner or owner's agent shall employ one or more approved agencies to perform inspections during construction as required by code and shown in the contract documents and specifications

3. Special Inspection
a. Qualifications: The special inspector(s) shall provide written documentation to the building official demonstrating his or her competence and relevant experience or training. The experience or training shall be considered relevant when the documented experience or training is related in complexity to the same type of special inspection activities for projects of similar complexity and material quantities. b. Special Inspection Report Requirements
1) The special inspector shall keep record of inspections 2) The special inspector shall furnish inspection reports to the building official and to the Architect and Engineer of Record.
3) Reports shall indicate that work inspected was or was not completed in conformance to approved construction documents.
4) Discrepancies shall be brought to the immediate attention of the contractor for correction
5) If not corrected discrepancies shall be brought to the attention of the building official, and the Architect and Engineer of Record prior to completion of that phase of work.
6) A final report documenting the special inspections and correction of any discrepancies noted shall be submitted to the building official.

4. Contractor Requirements
a. Special inspection is in addition to the contractor's quality control inspections and testing. The contractor's quality control inspections and testing shall occur prior to special inspection and reports shall be available to the special inspector. b. The contractor will notify, in writing, the owner or owner's agent at least 48 hours in advance of special inspection required.
c. The contractor shall ensure that the work for which special inspection is required remains accessible and exposed for special inspection purposes until completion of the required special inspection.
d. Any contractor responsible for the construction of the main wind and/or seismic force resisting system shall submit a written statement of responsibility to the building official and owner prior to commencement of work on the system or component. The statement of responsibility shall contain acknowledgement and awareness of the special inspection requirements.

5. Inspections Required per Drawings.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

Page 403 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 4 of 14
B. Do not use damaged masonry units, damaged components of structure, damaged packaged materials,
C. Protect cementitious materials for mortar and grout from precipitation and groundwater D. Do not use masonry materials that are contaminated
E. Store different aggregates separately
F. Protect reinforcement, ties and metal accessories from permanent distortions and store them off the ground.

1.07 PROJECT CONDITIONS
A. Masonry Protection - Cover top of unfinished masonry work to protect it from moisture intrusion
B. Hot Weather Construction - Implement approved hot weather procedures and comply with the following:

1. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
a. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
1) Maintain sand piles in a damp, loose condition
2) Provide necessary conditions and equipment to produce mortar having a temperature below 120°F

2. Construction ² While masonry work is in progress
a. When the ambient air temperature exceeds 100°F, or exceeds 90°F with a wind velocity greater than 8 mph:
1) Maintain temperature of mortar and grout below 120°F. 2) Flush mixer, mortar transport container, and mortar boards with cool water before they come into contact with mortar ingredients or mortar. 3) Maintain mortar consistency by retempering with cool water. 4) Use mortar within 2 hr of initial mixing.

3. Protection ² When the mean daily temperature exceeds 100°F or exceeds 90°F with a wind velocity greater than 8 mph, fog spray all newly constructed masonry until damp, at least three times a day until the masonry is three days old.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards and as follows:

1. Size: Standard units with nominal face dimensions of 16 by 8 inches and nominal depth of 8 inches.

2. Load-Bearing Units: ASTM C90, medium weight.
a. Hollow block, as indicated.
b. Exposed Faces: Manufacturer's standard color and texture.

Page 404 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 5 of 14
1) Split Face, Color: 60B568A
c. Manufacturers:
1) Air Vol Block LLC Precision Concrete Masonry Units; or approved equal

2.02 MORTAR AND GROUT MATERIALS
A. Mortar

1. Provide mortar conforming to the following parameters a. Conform to ASTM C270
b. Comply with Section 2103.2 of the 2022 CBC
c. Type S Mortar
d. 2,000 psi minimum 28 day compressive strength
e. Manufacturer:
1) Air Vol Block LLC, 1 Suburban RD, San Luis Obispo CA 93401, 805-543-1314; or approved equal
2) Mortar Color: 5663B
(a) Provide lime-proof, inorganic compounds, which shall not exceed 15% by weight of the cement, unless otherwise directed by manufacturer. (b) Carbon black shall not exceed 3% by weight of the cement. (c) Color to be factory blended for full color saturation of mortar joint and to be factory packaged for unitized jobsite mixing at a ratio of one unit of color per sack of cementitious material (Portland cement, lime, or masonry cement).

B. Grout

1. Provide grout conforming to the following parameters a. Conform to ASTM C476
b. Comply with Section 2103.3 of the 2022 CBC
c. 2,000 psi minimum 28 day compressive strength. Determine compressive strength of grout in accordance with ASTM C1019.
d. Do not use admixtures unless accepted by the Engineer of Record. Field addition of admixtures is not permitted in self-consolidating grout.

C. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample.

1. Hydrated Lime: ASTM C207, Type S.

2. Grout Aggregate: ASTM C404.

D. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M.

2.03 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: Type specified in Section 03 2000; size as indicated on drawings; uncoated finish.

2.04 ACCESSORIES
A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints.

Page 405 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 6 of 14
B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; in maximum lengths available.

C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.05 MORTAR AND GROUT MIXING
A. Mortar

1. Mix cementitious materials and aggregates between 3 and 5 minutes in a mechanical batch mixer with a sufficient amount of water to produce a workable consistency. Do not hand mix mortar. Maintain workability of mortar by remixing or retempering. Discard mortar which has begun to stiffen or is not used within 2-1/2 hours after initial mixing.

2. Limit the weight of mineral oxide or carbon black pigments added to project-site prepared mortar to the following maximum percentages by weight of cement:
a. Pigmented portland cement-lime mortar
1) Mineral oxide pigment = 10 percent
2) Carbon black pigment = 2 percent
b. Pigmented mortar cement mortar
1) Mineral oxide pigment = 5 percent
2) Carbon black pigment = 1 percent
c. Pigmented masonry cement mortar
1) Mineral oxide pigment = 5 percent
2) Carbon black pigment = 1 percent
Do not add mineral oxide or carbon black pigment to preblended colored mortar or colored cement.

3. Do not use admixtures containing more than 0.2 percent chloride ions B. Grout

1. Except for self-consolidating grout, mix grout in accordance with the requirements of ASTM C476.

2. Unless otherwise required, mix grout other than self-consolidating grout to a consistency that has a slump between 8 and 11 inches.

3. Proportioning of self-consolidating grout at the project site is not permitted. Do not add water at the project site except in accordance with the self-consolidating grout manufacturer's recommendations.

C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.

1. Include verification that foundations are constructed within a level alignment tolerance of +/- 1/2 inch.

Page 406 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 7 of 14
B. Verify that related items provided under other sections are properly sized and located.

1. Include verification that reinforcing dowels are positioned in accordance with the project drawings.

C. If stated conditions are not met notify the Engineer of Record.

3.02 PREPARATION
A. Clean reinforcement and shanks of anchor bolts by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or both are acceptable without cleaning or brushing provided that the dimensions, of a cleaned sample are not less than required by the ASTM specification governing the reinforcement.

B. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the foundation.

C. Wetting Masonry units

1. Concrete Masonry - Unless otherwise required, do not wet concrete masonry before laying. Wet cutting is permitted.

D. Debris - Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout.

E. Reinforcement - Place reinforcement and ties in grout spaces prior to grouting F. Cleanouts - Provide cleanouts in the bottom course of masonry for each grout pour when grout pour exceeds 5 ft 4 in.

1. Construct cleanouts so that the space to be grouted can be cleaned and inspected. In solid grouted masonry, space cleanout horizontally a maximum of 32 inches on center.

2. Construct cleanouts with an opening of sufficient size to permit removal of debris. The minimum opening dimension shall be 3 in.

3. After cleaning, close cleanouts with closures braced to resist grout pressure.

3.03 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:

1. Bond: Running. Unless Otherwise required on the drawings

2. Coursing: One unit and one mortar joint to equal 8 inches.

3.04 PLACING AND BONDING
A. Placing mortar units

Page 407 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 8 of 14

1. Mortar joints at foundations - In the starting course on the foundations and other supporting members, construct bed joints so that the bed joint thickness is a least /1/4 inch and not more than:
a. 1-1/4" when the first course of masonry is solid grouted and supported by a concrete foundation.

2. Bed and head joints - Unless otherwise required construct 3/8 in thick bed and head joints except at foundation. Construct joints that also conform to the following a. Fill holes not specified in exposed and below grade masonry with mortar. b. Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard.
c. Remove masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted.

3. Hollow units - Place hollow units so:
a. Face shells of bed joints are fully mortared
b. Webs are fully mortared in:
1) all courses of piers, columns and pilasters;
2) when necessary to confine grout or insulation.
c. Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit.
d. Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the project drawings.

4. Open units with beveled ends - Fully grout open-end units with beveled ends. Head joints of open-end units with beveled ends need not be mortared. At the beveled ends, form a grout key that permits grout within 5/8 inch of the face of the unit to prevent leakage of grout.

5. All Units
a. Place clean units while the mortar is soft and plastic. Remove and re-lay in fresh mortar any unit disturbed to the extent that the initial bond is broken after initial positioning.
b. Cut exposed edges or faces of masonry units smooth, or position so that exposed faces or edges are unaltered manufactured surfaces.
c. When the bearing of a masonry wythe on its support is less than two-thirds of the wythe thickness, notify the Architect and Engineer of Record.

B. Embedded items an accessories - Install embedded items and accessories as follows:

1. Construct chases as masonry units are laid

2. Install pipes and conduits passing horizontally through masonry partitions.

3. Place pipes and conduits passing horizontally through piers, pilasters, or columns

4. Place horizontal pipes and conduits in and parallel to plane of walls

5. Install secure connectors, flashing, weep holes, weep vents, nailing blocks, and other accessories.

6. Install movement joints.

7. Aluminum - Do not embed aluminum conduits pipes and accessories in masonry, grout or mortar unless they are effectively coated or isolated to prevent chemical reaction between aluminum and cement or electrolytic action between aluminum and steel.

C. Bracing of masonry - Design, provide and install bracing that will assure stability of masonry during construction.

D. Site tolerances - Erect masonry within the following tolerances from the specified dimensions.

Page 408 of 1531 ends

Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 9 of 14

1. Dimension of elements
a. In cross section or elevation (-1/4 in., +1/2 in.)
b. Mortar joint thickness
bed joints between masonry courses (+ 1/8 in)
bed joint between flashing and masonry (-1/2 in., +1/8 in.) head (-1/4 in., +3/8 in.)
c. Grout space or cavity width, except for masonry walls passing framed construction (-1/4 in., +3/8 in.)

2. Elements
a. Variation from level
bed joints (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum)
top surface of load bearing walls (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum) b. Variation from plumb (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) c. True to a line (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) d. Alignment of columns and walls (bottom versus top) (+/- 1/2 in. for load bearing walls and columns., +/- 3/4 in. for non-load bearing walls)

3. Location of elements
a. Indicated in plan (+/- 1/2 in. in 20 ft, +/- 3/4 in. maximum) b. Indicated in elevation (+/- 1/4 in. in story height +/- 3/4 in. maximum) c. If the above conditions cannot be met due to previous construction, notify the Architect and Engineer of Record.
d. Reinforcement, tie, and anchor installation

3.05 REINFORCEMENT, TIE AND ANCHOR INSTALLATION
A. Basic requirements - Place reinforcement, wall ties and anchors in accordance with the sizes, types, and locations indicated on the Project Drawings and as specified. Do not place dissimilar metals in contact with each other.

B. Reinforcement

1. Support reinforcement to prevent displacement caused by construction loads or by placement of grout or mortar, beyond the allowable tolerances.

2. Completely embed reinforcing bars in grout in accordance with the Section entititled grout placement.

3. Maintain clear distance between reinforcing bards and the interior of masonry unity or formed surface of at least 1/4 inch for fine grout and 1/2 inch for coarse grout, except where cross webs of hollow units are used as supports for horizontal reinforcement.

4. Place reinforcing bars maintining the following minimum cover:
a. Masonry face exposed to earth or weather 2 in for bars larger than No. 5, 1-12/ in. for No. 5 bars or smaller.
b. Masonry not exposed to earth or weather 1-1/2 in.

5. Maintain minimum clear distance between parallel bars of the nominal bar size or 1 in., whichever is greater.

6. In columns and pilasters, maintain minimum clear distance between vertical bars of one and one-half times the nominal bar size or 1-1/2 in., whichever is greater.

7. Splice only where indicated on the Project Drawings, unless otherwise acceptable. When splicing by welding, provide welds in conformance with the provisions of AWS D1.4.

8. Do not bend reinforcement after it is embedded in grout or mortar without approval from the Engineer of Record.

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Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 10 of 14

9. Noncontact lap splices - Postion bars spliced by noncontact lap splices no farther apart transversely than one-fift the specified length of lap nor more than 8 in.

10. Joint reinforcement
a. Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 1/2 in. when not exposed to weather or earth; or 5/8 in. when exposed to weather or earth.
b. Provide minimum 6 in. lap splice for joint reinforcement. c. Ensure that all ends of longitudinal wires of joint reinforcement at laps are embedded in mortar or grout.

11. Placement tolerances
a. Place reinforcing bars in walls and flexural elements within a tolerance of +/- 1/2 in. when the distance from the centerline of reinforcing bars to the opposite face of masonry, d, is equal to 8 in. or less, +/- 1in. for d equal to 24 in. or less but greater than 8 in., and 1-1/4 in. for d greater than 24 in.
b. Place vertical bars within:
1) 2 in. of the required location along the length of the wall when the wall segment length exceeds 24 in.
2) 1 in. of the required location along the length of the wall when the wall segment length does not exceed 24 in
3) If it is necessary to move bars more than one bar diameter or a distance exceeding the tolerance stated above to avoid interference with other reinforcing steel, conduits, or embedded items notify the Engineer of Record. 4) Foundation dowels that interfere with unit webs are permitted to be be bent to a maximum of 1 in. horizontally for every 6 in. of vertical height.

C. Anchor bolts

1. Embed headed and bent-bar anchor bolts larger than 1/4 in. diameter in grout that is placed in accordance with Section 3.06A and Section 3.06B. Anchor bolts of 1/4 in.diameter or less are permitted to be placed in grout or mortar bed joints that have a specified thickness of at least 1/2 in. thickness.

2. For anchor bolts placed in the top of grouted cells and bond beams, maintain a clear distance between the bolt and the face of masonry unit of at least 1/4 in. when using fine grout and 1/2 in. when using coarse grout.

3. For anchor bolts placed throught the face shell of a hollow masonry unit, drill a hole that is tight-fitting to the bolt or provide minimum clear distance that conforms to Section

3.05D.2 around the bolt and through the face of the shell. For the portion of the bolt that is within the grouted cell, maintain a clear distance between the bolt and the face of masonry unit and between the head or bent leg of the bolt and the formed surface of grout of at least 1/4 in. when using fine grout and at least 1/2 in when using coarse grout.

4. Place anchor bolt with a clear distance between parallel anchor bolts not less than the nominal diameter of the anchor bolt, nor less than 1 in.

3.06 GROUT PLACEMENT
A. Placing time - Place grout wihin 1-1/2 hr from introducing water in the mixture and prior to initial set.

1. Discard site-mixed grout that does not meet the specified slump without adding water after initial mixing.

2. For ready-mixed grout:
a. Addition of water is permitted at the time of discharge to adjust slump.

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 11 of 14
b. Discard ready mixed grout that does not meet the specified slump without adding water, other than the water that was added at the time of discharge.

The time limit is waived as long as the ready mixed grout meets the specified slump.

B. Confinement - Confine grout to the areas indicated on the project drawings. Use material to confine grout that permits bond between masonry units and mortar.

C. Grout pour height - Do not exceed the maximum grout pour height given in the Table below Grout
Type
(1)
Maximum
grout pour
height, ft
Minimum clear width
of grout space, in (2,3)
Minimum clear grout space
dimensions for grouting cells of
hollow units, in x in (3,4,5)
Fine 1 3/4 1-1/2x2
Fine 5.33 2 2x3
Fine 12.67 2-1/2 2-1/2x3
Fine 24 3 3x3
Coarse 1 3/4 1-1/2x3
Coarse 5.33 2 2-1/2x3
Coarse 12.67 2-1/2 3x3
Coarse 24 3 3x4

1. Fine and course grouts are defined by ASTM C476.

2. For grouting between masonry wythes.

3. Minimum clear width of grout space and minimum clear grout space dimension are the net dimension of the space determined by subtracting masonry protrusions and the diameters of horizontal bars from the as-built cross section of the grout space. Select grout type and maximum grout pour height based on minimum clear space.

4. Area of vertical reinforcement shall not exceed 6 percent of the area of the grout space.

D. Grout lift height

1. For grout conforming to Section 2.02B
a. Where the following conditions are met, place grout in lifts not exceeding 12 ft 8 in. 1) The masonry has cured at least 4 hours
2) The grout slump is maintained between 10 and 11 in.
3) No intermediate reinforced bond beams are placed between the top and the bottom of the pour height
b. When conditions 1 and 2 are met but there are intermediate bond beams within the grout pour, limit the grout lift height to the bottom of the lowest bond beam that is more than 5 ft. 4 in. above the bottom of the lift, but do not exceed a grout lift height of 12 ft. 8 in.
c. When the conditions of 1 or 2 are not met, place grout in lifts not excedding 5 ft. 4 in.

2. For self-consolidating grout conforming to Section 2.02B:
a. When placed in masonry that has cured for at least 4 hours, place in lifts not exceeding the grout pour height.
b. When placed in masonry that has not cured for at least 4 hours, place in lifts not exceeding 5 ft. 4 in. or the grout pour height, whichever is less.

E. Consolidation

1. Consolidate grout at the time of placement.

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Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 12 of 14
a. Consolidate grout pours 12 in. or less in height by mechanical vibration or by puddling.
b. Consolidate pours exceeding 12 in in height by mechanical vibration, and reconsolidate by mechanical vibration after initial water loss and settlement has occurred.

2. Consolidation or reconsolidation is note required for self-consolidating grout.

F. Grout key - When grouting, form grout keys between grout pours. Form grout keys between grout lifts when the first lift is permitted to set prior to placement of the subsequent lift.

1. Form a grout key by terminating the grout a minimum of 1-1/2 in. below a mortar joint.

2. Do not form grout keys within beams.

3. At beams or lintels laid with closed bottom units, terminate the grout pour at the bottom of the beam or lintel without forming a grout key.

4. Alternate grout placement - Place masonry units and grout using construction procedures emploiyed in the accepted grout demonstration panel.

G. Lap splices minimum 24 bar diameters.

H. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position.

I. Place and consolidate grout fill without displacing reinforcing.

3.07 CONTROL AND EXPANSION JOINTS
A. Do not continue horizontal joint reinforcement through control or expansion joints.

B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.

3.08 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. Verify f'm and f'AAC in accordance with Section 1.05 C. Sample and test grout as required in Section 1.04 and 1.05.

3.09 CLEANING
A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

D. Use non-metallic tools in cleaning operations.

E. Remove debris

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 13 of 14
F. Do not damage the masonry

3.10 PROTECTION
A. Protect adjacent construction and in place masonry against damage.

B. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

END OF SECTION 04 2000

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Job Number: 2504-05-PS23 Section 04 2000
04 2000 Unit Masonry
09-04-2024 Page 14 of 14
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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 1 of 8
Section 32 3119
Decorative Metal Fences and Gates
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Decorative steel fences.

B. Decorative steel gate.

C. Decorative steel rolling gate.

D. Automatic gate operators complete with safety devices, keypad, card reader, and remote operation
E. Pedestal for gate operator with housing for operators.

F. Detection loops in pavement.

G. Concertina wire and attachments.

H. Coordination with Electrical drawings.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete.

B. Section 04 2000 - Unit Masonry

1.03 REFERENCE STANDARDS
A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023.

B. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2019.

C. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2024.

D. ASTM D523 - Standard Test Method for Specular Gloss; 2014 (Reapproved 2018).

E. ASTM D714 - Standard Test Method for Evaluating Degree of Blistering of Paints; 2002 (Reapproved 2017).

F. ASTM D1654 - Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments; 2008, with Editorial Revision (2017).

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 2 of 8
G. ASTM D2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates; 2023.

H. ASTM D2794 - Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact); 1993 (Reapproved 2024).

I. ASTM D3359 - Standard Test Methods for Rating Adhesion by Tape Test; 2023.

J. ASTM F2200 - Standard Specification for Automated Vehicular Gate Construction; 2020.

K. ASTM F2408 - Standard Specification for Ornamental Fences Employing Galvanized Steel Tubular Pickets; 2016 (Reapproved 2023).

L. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); 2020.

M. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

N. UL 50 - Enclosures for Electrical Equipment, Non-Environmental Considerations; Current Edition, Including All Revisions.

O. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations; Current Edition, Including All Revisions.

P. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems; Current Edition, Including All Revisions.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings:

1. Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, gates, and schedule of components.

D. Manufacturer's Warranty.

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience.

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 3 of 8

1.06 DELIVERY, STORAGE AND HANDLING
A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft.

1.07 WARRANTY
A. Correct defective Work within a five year period after Date of Substantial Completion.

B. Provide five year manufacturer warranty for rolling gate operator.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Decorative Metal Fences and Gates:

1. Ameristar Perimeter Security, USA: www.ameristarperimeter.com/#sle; or approved equal.

B. Automatic Gate Operators:

1. LiftMaster: www.liftmaster.com; or approved equal.

2. HySecurity; hysecurity.com; or approved equal.

3. Maximum Controls: max.us.com; or approved equal.

C. Concertina Wire

1. https://www.concertina-wire.org/concertina-wire/concertina-wire.html; or approved equal.

2. https://razorfencing.com/razor-wire; or approved equal.

2.02 FENCES
A. Fences: Complete factory-fabricated system of posts and panels, accessories, fittings, and fasteners; finished with electrodeposition coating, and having the following performance characteristics:

B. Electro-Deposition Coating: Multistage pretreatment/wash with zinc phosphate, followed by epoxy primer and acrylic topcoat.

1. Total Coating Thickness: 2 mils, minimum.

2. Color: Black.

C. Steel: ASTM A653/A653M; tensile strength 45,000 psi, minimum.

1. Hot-dip galvanized; ASTM A653/A653M, G60.

2. 62 percent recycled steel, minimum.

2.03 HEAVY INDUSTRIAL STEEL ORNAMENTAL FENCE SYSTEM
A. Provide fence meeting requirements for Industrial class as defined by ASTM F2408.

B. Fence Panels: Aegis II Invinciple; height per plans

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 4 of 8

1. Panel Style: Two rail.

2. Attach panels to posts with manufacturer's standard panel brackets.

C. Posts: Steel tube.

1. Size: 2-1/2 inches square by 12 gauge, 0.109 inch, with manufacturer's standard cap.

2. Post Cap: Flush plate.

D. Rails: Manufacturer's standard, double-wall steel channel 1-3/4 inch square by 12 gauge,

0.1094 inch with prepunched picket holes.

1. Picket Retaining Rods: 0.125 inch galvanized steel.

2. Picket-to-Rail Intersection Seals: PVC grommets.

E. Pickets: Steel tube.

1. Spacing: 3-3/4 inch clear.

2. Size: 1 inch square by 14 gauge, .0747 inch.

3. Style: Invincible.

4. Finial: Spear point.

F. Flexibility: Capable of following variable slope of up to 1:2.

2.04 STEEL ROLL GATE SYSTEM
A. Provide fence components meeting requirements for Industrial class as defined by ASTM F2408.

B. Gate system shall comply with all safety requirements of ASTM F2200.

C. PassPort II Industrial Ornamental design style: Invincible.

1. Panel Style: Two rail.

2. Panel Strength: Capable of supporting 600 pound load applied at midspan without deflection.

3. Attach panels to posts with manufacturer's standard panel brackets.

D. Posts: Steel tube.

1. Size: 4 inches square by 11 gauge, 0.1196 inch, with manufacturer's standard cap.

2. Post Cap: Flush plate.

E. Top rail, uprights, and diagonal rails: 2" square by 12 Ga.

F. Bottom rail: 2"x4"x11 Ga.

1. Picket Retaining Rods: 1/8 inch galvanized steel.

2. Picket-to-Rail Intersection Seals: PVC grommets.

G. Pickets: Steel tube.

1. Spacing: 4.175 inch on center.

2. Size: 1 inch square by 14 gauge, 0.0747 inch

3. Invincible style gates over 18¶ long shall have pickets face-welded to 2´ x2´ angle iron to form panels equal in length to the gate frame bay width.

4. Style: Pickets with finial extend above top rail.

5. Finial: Spear point.

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 5 of 8
H. Flexibility: Capable of following variable slope of up to 1:4.

I. Mesh: 2" mesh safety screening shall cover the entire gate and an equal portion of fence parallel to the gate in the open posiiton up to a height of over 6 feet from ground elevation.

J. Color: Black.

2.05 Automatic Gate Operators
A. Rolling Gates: Prewired, pedestal-mounted gate operator for horizontal roller gates, per ASTM F2200 and UL 325.

1. Operating type: Roller chain.

2. Control Functions: Open, Pause, Close.

3. Maximum Open/Close Time: 30 seconds.

4. Access: Card, Keypad, and Remote.

5. Maximum gate weight: 1,500 pounds (560 kilograms).

6. Horsepower Rating: Suitable for connected load.

7. Entrapment Protection Devices: Provide sensing devices and safety mechanisms complying with UL 325.
a. Primary Device: Provide electric sensing edge, wireless sensing, NEMA 1 photo eye sensors, or NEMA 4X photo eye sensors as required with momentary-contact control device.
b. Secondary Device: Provide electric sensing edge with wireless edge kit or nonmonitored safety edge as an option along with continuous-constant control device.

8. Enclosures: Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E.
a. Environment Type per NEMA 250: Unless otherwise indicated, as specified for the following installation locations:

9. Products:
a. LiftMaster IHSL24UL (Basis of Design)
b. Or approved equal.

2.06 ACCESSORIES
A. Keypad Mounting Supports: Where not factory installed, provide mounting supports for keypad installation.

1. Products:
a. PedestalPro, www.pedestalpro.com
1) Furnished by owner. Contractor to install pedestal footing and anchors to receive pedestal.

B. Keypad Housing:

1. Material: Steel

2. Finish: Powder Coated

3. Color: Black

4. Size: As required for components - keypad and card reader minimum

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 6 of 8

2.07 Concertina Wire
A. Product: Concertina Razor Wire

1. Type: Cross Razor Wire

2. Material: Stainless Steel

3. Size: 12" Diameter
B. Accessories:

1. Mounting brackets and clips per manufacturer's installation requirements.

PART 3 EXECUTION

3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Set fence posts in accordance with the manufacturer recommended spacing.

C. Space gate posts according to the manufacturers' drawings, dependent on standard out-to-out gate leaf dimensions and gate hardware selected.

1. Base type and quantity of gate hinges on the application, weight, height, and number of gate cycles.

D. Install operator in accordance with manufacturer's instructions and in accordance with NFPA

70. 3.04 TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch.

B. Maximum Offset From Indicated Position: 1 inch.

C. Minimum Distance from Property Line: 6 inches.

3.05 CLEANING
A. Leave immediate work area neat at end of work day.

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Job Number: 2504-05-PS23 Section 32 3119
32 3119 Decorative Metal Fences and Gates
09-04-2024 Page 7 of 8
B. Clean jobsite of excess materials; scatter excess material from post hole excavations uniformly away from posts. Remove excess material if required.

C. Clean fence with mild household detergent and clean water rinse well.

D. Remove mortar from exposed posts and other fencing material using a 10 percent solution of muriatic acid followed immediately by several rinses with clean water.

E. Touch up scratched surfaces using materials recommended by manufacturer. Match touched-up paint color to factory-applied finish.

3.06 PROTECTION
A. Protect installed products until completion of project.

B. Touch-up, repair, or replace damaged products before Date of Substantial Completion.

END OF SECTION 32 3119

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32 3119 Decorative Metal Fences and Gates
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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3313
32 3313 Site Bicycle Racks
09-04-2024 Page 1 of 3
Section 32 3313
Site Bicycle Racks
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Exterior bicycle racks.

1.02 RELATED REQUIREMENTS

1.03 REFERENCE STANDARDS
A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019.

B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, ZincCoated, Welded and Seamless; 2022.

C. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2022.

D. ASTM A312/A312M - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes; 2022a.

E. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2021a.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings: Indicate size, shape, and dimensions, including clearances from adjacent walls, doors, and obstructions.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.

B. Handle racks with sufficient care to prevent scratches and other damage to the finish.

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3313
32 3313 Site Bicycle Racks
09-04-2024 Page 2 of 3
PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Exterior Bicycle Racks:

1. Peak Racks; www.peakracks.com/#sle; or approved equal.

2. Substitutions: See Section 01 2500

2.02 BICYCLE RACKS
A. Exterior Bicycle Racks: Device allows user-provided lock to simultaneously secure one wheel and part of the frame on each bicycle parked or racked.

1. Model: 5-Bike Single-Sided Rack
a. Finish/Color: Hot Dipped Galvanized - Gray
b. Add Hardware: Surface Mount to Concrete
1) Capacity: Seven bicycles.
2) Accessories: In-ground grout cover.

B. Materials:

PART 3 EXECUTION

3.01 EXAMINATION
A. Examine surfaces to receive bicycle racks.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory conditions before proceeding.

C. Do not begin installation until unsatisfactory conditions are corrected.

3.02 PREPARATION
A. Ensure surfaces to receive bicycle racks are clean, flat, and level.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Install level, plumb, square, and correctly located as indicated on drawings.

C. Surface Flange Installation: Anchor bicycle racks securely in place with 1/2 inch by 4 inch anchor bolts through flange holes.

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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 32 3313
32 3313 Site Bicycle Racks
09-04-2024 Page 3 of 3

3.04 CLEANING
A. Clean installed work to like-new condition. Do not use cleaning materials or methods that could damage finish.

3.05 PROTECTION
A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Date of Substantial Completion.

END OF SECTION 32 3313

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APPENDIX

APPENDIX
4 APPENDIX C – CITY COMMUNICATION CABLING STANDARDS

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City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS

Page 1 ends

SECTION 17010

COMMON WORK RESULTS FOR COMMUNICATIONS
PART 1 GENERAL

1.1 SUMMARY:

A. Section includes, but is not necessarily limited to:

1. Common standards and procedures for the Communications Work.

2. Design, engineer and provide complete, all means of support, suspension, attachment, fastening, bracing, and restraint (hereinafter "support") of the Communications Systems. Provide engineering of such support by parties licensed to perform work of this type in the Project jurisdiction.

B. Provisions of this Section apply to Communications Work, including the following Sections:

1. Section 17026 - Grounding and Bonding for Communications Systems

2. Section 17029 - Hangers and Supports for Communications Systems

3. Section 17033 - Conduits and Backboxes for Communications Systems

4. Section 17036 - Cable Trays for Communications Systems

5. Section 17039 - Surface Raceways for Communications Systems

6. Section 17053 - Identification for Communications Systems

7. Section 17100 - Structured Cabling, Basic Materials and Methods

8. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures

9. Section 17119 - Communications Termination Blocks and Patch Panels

10. Section 17123 - Communications Cable Management

11. Section 17126 - Communications rack Mounted Power Protection and Power Strips

12. Section 17130 - Communications Indoor Backbone Cabling

13. Section 17150 - Communications Horizontal Cabling

1.2 REFERENCES:

A. Usage: In accordance with Section 01110 – Summary of Work.

B. American National Standards Institute (ANSI)

1. ANSI/TIA/EIA-568-B.1-200l, Commercial Building Telecommunications Cabling Standard – Part l: General Requirements

2. ANSI/TIA/EIA-568-B.2-200l, Commercial Building Telecommunications Cabling Standard - Part2: Balanced Twisted Pair Cabling Components

3. ANSI/TIA/EIA-568-B.3-2000, Optical Fiber Cabling Components Standard

4. ANSI/TIAIEIA-606-A-2002, Administration Standard for Commercial Telecommunications Infrastructure

1.3 DEFINITIONS
A. General Abbreviations used in these specifications. Refer additionally to the abbreviations list appearing on the Drawings.

1. ADA Americans With Disabilities Act

2. AFC Above Finished Ceiling

3. AFF Above Finished Floor

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City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS

Page 2 ends

4. BDF Building Distribution Facility

5. BICSI Building Industry Consulting Service International

6. BLDG Building

7. CAT Category

8. CD Campus Distributor

9. CL Centerline

10. DIY Division

11. (E) Existing

12. EF Entrance Facility

13. ER Equipment Room

14. FBO Furnished By Owner

15. FD Floor Distributor

16. HR Home Run

17. ID Inside Diameter

18. LAN Local Area Network

19. MAX Maximum

20. (N) New

21. NIC Not In Contract

22. OD Outside Diameter

23. OFE Owner Furnished Equipment

24. PSRH Project Standard Receptacle Height

25. PSSH Project Standard Switch Height

26. TR Telecommunications Room

27. TVP Typical

28. UON Unless Otherwise Noted.

B. Reference to Named Products.

1. Selected Item: Item so noted was selected based on comparative testing of similar products. Procedure for determination of equivalence is noted in the specification for the item(s).

2. System Design Basis: Item so noted interacts with other system items to produce total system function. Substitution of this item may require coordinated substitution of other system items.

3. Design Basis: Item so noted was used as basis for system drawings to establish features, size, etc. Use of specified equivalents may require adjustment of physical layout or wiring, but does not affect system function.

No preference is implied.

1.4 SUBMITTALS
A. Comply with Section 01300 - Administrative Requirements and the following:

1. Submit all materials for review arranged in same order as Specifications, individually referenced to Specification Section, Paragraph and Contract Drawing number. Conform in every detail as applies to each referencing Section.

2. Submit 8 ½ "x 11" items bound in volumes and drawings in edge bound sets.

Submit all drawings on sheets of the same size.

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3. Make each specified submittal as a coordinated package complete with all information specified herein. Incomplete or uncoordinated submittals will be returned with no review action.

4. Progress Schedule: Comply with 01300 - Administrative Requirements.

B. Manufacturer's Product Data:

1. Manufacturer's Product Data Sheets. Collate in sequence of List of Materials:

2. Data sheet for each item in each Communications Section, including all accessories, clearly marked for proposed product.

3. Material Safety Data Sheet, where applies.

4. List of Materials Schedule. For each item, include:
a. Referencing Specification Section
b. Referencing Paragraph
c. Referencing Drawing, if specified only on plans
d. Manufacturer
e. Model number
f. Listing, including name of Nationally Recognized Testing Laboratory.
g. Precede each submittal book with a summary schedule, with columns for each item above and rows for each item submitted. i. Example:

Specification Paragraph Contract Drawing Manufacturer Model No. UL Listed/ Section Reference ETL Verified
17010 2.03C XYZ 123 Y
17150 2.07Al AAA 34-56 Y
T4.2 ZZY 456 Y

1.5 QUALITY ASSURANCE
A. Procedures: In accordance with Section 01400 - Quality Requirements.

B. Contractor may design data and voice cabling and subcontract the installation to another contractor or perform both design and installation. In either case, all contractors must meet the qualifications for any portion of the work they perform.

C. Qualifications for contractors who perform DESIGN work:

1. Any person who designs any data or voice cabling for this project must be a BICSI Registered Communication Distribution Designer (RCDD®) and a full-time employee of Contractor. Two (2) copies of RCDD certification(s) must be submitted during the pre-construction meeting.

2. Any person who designs any data or voice cabling for this project shall be thoroughly familiar with the cabling methods set forth in the latest release of the BICSI Telecommunications Distribution Methods Manuals (TDMM), latest edition.

3. Contractor shall submit two (2) copies of documentation of at least five (5) years experience in design of structured cabling systems during the preconstruction meeting.

4. Contractor shall submit two (2) copies of a written list of completed projects equivalent in size and complexity to this project, with a reference name, title,

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company, address, and telephone number for each during the preconstruction meeting.

D. Qualifications for contractors who perform INSTALLATION work:

1. Contractor must have at least one person acting as project manager/engineer for this project who is both a BICSI RCDD and a full-time employee of Contractor. Two (2) copies of RCDD certification(s) must be submitted during the pre-construction meeting.

2. Contractor shall be thoroughly familiar with the cabling methods set forth in the BICSI TDMM, latest edition, and unless otherwise specified, shall supervise the installation in accordance with the recommendations and practices outlined in the BICSI TDMM, latest edition.

3. Contractor shall be an approved Ortronics Certified Installer or Berk-Tek Certified OASIS Integrator. The Telecommunications contractor is responsible for workmanship and installation practices in accordance with the Ortronics CI/CIP Program and Berk-Tek OASIS Program.

4. Contractor shall submit during the pre-construction meeting two (2) copies of documentation of at least five (5) years experience in installation and maintenance of structured cabling systems.

5. Contractor shall submit during the pre-construction meeting two (2) copies of a written list of completed projects equivalent in size and complexity to this project, with a reference name, title, company, address, and telephone number for each.

6. During the pre-construction-meeting, Contractor shall submit two (2) copies of a written list of qualified technicians assigned to this project, including relevant manufacturer training programs and years of related experience completed by each. At least 30 percent of the copper installation and termination crew must be certified by Berk-Tek and Ortronics or by BICSI at the Technician level. At least 20 percent of the optical fiber installation and termination crew must be certified by Berk-Tek and Ortronics or other industry-recognized organizations in optical fiber installation and testing.

E. Structured Cabling System shall qualify for an Ortronics NetClear GT2 25-year manufacturer warranty. Contractor shall responsible for the following:

1. Register project for warranty PRIOR to the start of installation in conformance with Ortronics warranty requirements.

2. Submit final Bill of Materials and certified test results to Ortronics within (5) business days of completing installation and certification testing.

3. Deliver warranty confirmation letter and certificate to Owner’s representative.

F. Test Plan

1. Provide a complete and detailed test plan for the Telecommunications cabling system including a complete list of test equipment for the UTP and optical fiber components and accessories ten (10) business days prior to the proposed test date. Include procedures for certification, validation, and testing.

G. Designated Supervisor

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1. Provide a designated supervisor present and in responsible charge in the fabrication shop and on the project site during all phases of installation and testing of the Work of this section. This supervisor shall be the same individual throughout the execution of the Work unless illness, loss of personnel, or other circumstances reasonably beyond the control of Contractor intervene.

H. Reference Documents: At all times when the work is in progress, maintain at the workplace, fabrication shop or Project Site as applies.

1. A complete set of the latest stamped, actioned submittals of record.

I. Test Equipment

1. Requirements:
a. Maintain and operate test equipment at the fabrication shop and the job site for both routine and Certification Testing of the Work of this section.
b. Maintain test equipment at the job site while testing is in progress from installation of equipment racks until Owner Acceptance of this Work; thereafter remove all of this test equipment from the job site. c. Unless otherwise indicated, test equipment shall remain property of Contractor.
d. Provide all required test cables and adapters.
a. Provide equipment with traceable calibration, with
calibration date not greater than one (1) year prior to the date of the use of the equipment to perform the specified testing.

2. Equipment: Specified in individual Sections.

J. Standard Products

1. Provide materials and equipment that are products of manufacturers regularly engaged in the production of such products which are of equal material, design and workmanship. Products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year period shall include applications of equipment and materials under similar circumstances and of similar size. The product shall have been on sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2-year period. Where two or more items of the same class of equipment are required, these items shall be products of a single manufacturer; however, the component parts of the item need not be the products of the same manufacturer unless stated in this section. a. Alternative Qualifications. Products having less than a 2-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturers' factory or laboratory tests, is furnished.

2. Material and Equipment Manufacturing Date.
a. Products manufactured more than 3 years prior to date of delivery to site shall not be used, unless specified otherwise.

1.6 REGULATORY REQUIREMENTS

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A. Regulations Applicable: Including but not limited to those defined in Section 01110 - Summary of Work.

1. Nothing in the Contract Documents shall be construed to permit Work not conforming to applicable laws, ordinances, rules, or regulations.

2. Safety Agency Listing: All devices provided under the Work of this Section which are connected to the Project electrical system shall be listed by a Nationally Recognized Testing Laboratory, and shall be so labeled.

3. In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction," or words of similar meaning, to mean the Owner's Representative. Equipment, materials, installation, and workmanship shall be in accordance with the mandatory and advisory provisions of NFPA 70 unless more stringent requirements are specified or indicated.

1.7 DELIVERY. STORAGE, AND HANDLING
A. Procedures:

1. In accordance with Section 01600 - Product Requirements and as specified in the individual sections of Division 17.

B. General

1. Provide protection from weather, moisture, extreme heat and cold, dirt, dust, and other contaminants for Telecommunications cabling and equipment placed in storage.

1.8 ENVIRONMENTAL REQUIREMENTS
A. Connecting hardware shall be rated for operation under ambient conditions of 32 to 140 degrees F and in the range of 0 to 95 percent relative humidity, non-condensing.

1.9 SEQUENCING
A. Comply with Section 01110 - Summary of Work, 01300 - Administrative Requirements, and the following:

1. Sequence.
a. Within (10) days of issuance of the Notice to Proceed, Owner’s Representative will provide the Contractor copies of the Contract Drawings showing station outlets with final Owner assigned backbone cable and horizontal jack and cable ID numbers. b. Reproduceables, as applies:
i. 1 set of reproducible bond.
ii. CAD files: 1 set
c. Contractor shall use drawings provided in executing the work of the Project.

1.10 OPERATING AND MAINTENANCE DATA
A. Commercial off the shelf manuals shall be furnished for operation, installation, configuration, and maintenance of products provided as a part of the Telecommunications cabling and pathway system.

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1. Submit operations and maintenance data in accordance with Section 01770 - Closeout Procedures and as specified herein not later than 2 months prior to the date of beneficial occupancy.

1.11 PROJECT RECORD DOCUMENTS
A. Comply with Section 01770 - Closeout Procedures, and the following:

1. Record Drawings
a. CAD.
i. Use a Computer Aided Drafting (CAD) system in the
preparation of record drawings for this Project. CAD system shall produce files in AutoCAD® .DWG format, latest
version at time of bid.
b. Except where prohibited by Contract, Owner's Representative will furnish CAD backgrounds in AutoCAD® .DWG format, latest version at time of bid, for use by the Contractor in preparing Record Drawings.
c. CD copy of Record Drawings: Provide 2 separate disc copies of each drawing file in the format noted above. Submit of CD-R disk.

1.12 WARRANTY SERVICE
A. In addition to provisions of 01780 - Warranties, provide the following:

1. Response Time: Provide a qualified technician familiar with the work at the Project Site within 24 hours after receipt of a notice of malfunction. Provide the Owner's Representative with telephone number attended 8 hours a day, 5 days a week, to be called in the event of a malfunction.

B. Provide all additional Warranties as defined in each Communication Systems Section.

1.13 ACCEPTANCE REVIEW AND TESTING PROCEDURES
A. Complete all Work of this section. Submit Test Report. Submit review copies of Operating and Maintenance Manuals, less reduced set of Record Drawings. Notify the Owner's Representative in writing that the Work of these Sections is complete and fully complies with the Contract Documents. Request Acceptance Review and Testing. The Owner's Representative will conduct Verification of Submitted Test Data, and otherwise direct testing and adjustment of this Work. These procedures may be performed at any hour of the day or night as required by the Owner's Representative to comply with the project schedule and avoid conflict with residents.

Provide all specified personnel and equipment at any time without claim for additional cost or time.

B. Personnel: Provide services of the designated supervisor and additional technicians familiar with work of this section. Provide quantity of technicians as required to comply with project schedule.

C. In Addition, provide:

1. All tools appropriate for performance of adjustment of and corrections to this Work. Include spare cable and connectors and specified tooling for application.

2. Ladders, scaffolding and/or lifts as required to access high devices.

3. All test equipment.

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4. Complete set of latest stamped, actioned submittals of record for reference.

5. Complete set of manufacturer test reports.

6. Complete set of manufacturer's original operation, instruction and service manuals for each equipment item for reference.
a. Demonstrate: Complete operation of all systems and equipment, including portable equipment.
b. Adjust: As directed by the Owner's Representative.
c. Correct: In timely manner, failure to comply with the Contract Documents, as reasonably determined by the Owner's
Representative.

D. Temporary Equipment: Provide and operate, without claim for additional cost or time, temporary equipment and/or systems to provide reasonably equivalent function, as determined by the Owner's Representative, in place of the Work of this section which is incomplete or found not in conformance with the Contract Documents as of ten (10) business days prior to the scheduled completion date. Provide such temporary equipment until Acceptance of the Work of this section. Thereafter, remove such temporary equipment.

1.14 CLOSEOUT
A. Punch List: Perform any and all remedial work, at no claim for additional cost or time. Where required, re-test and re-submit certification test report(s). Notify the Owner's Representative of completion of Punch List.

B. Portable Equipment: Furnish all portable equipment and spares to the Owner's Representative, along with complete documentation of the materials presented.

Where applicable, furnish portable equipment in the original manufacturer's packing.

C. Operating and Maintenance Data: Install framed operating and maintenance instructions. Submit manuals.

D. Project Record Documents: Submit print and digital copies. Digital files shall be in CAD system shall produce files in AutoCAD® .DWG format, latest version at time of bid.

E. Keys: If applicable, replace construction locks with permanent locks. Provide five (5) sets of keys to the Owner’s Representative.

F. Training: Conduct specified training.

G. Warranty: Submit Contractor and Manufacturer Warranties dated to run from date of Acceptance of the Work of this section.

PART 2 PRODUCTS

2.1 GENERAL
A. Where a particular material, device, piece of equipment or system is specified directly, the current manufacturer's specification for the same shall be considered to be a part of these specifications, as if completely contained herein in every detail.

B. Each material, device or piece of equipment shall comply with all of the manufacturer's current published specifications for that item.

C. Products shall be made by manufacturers regularly engaged in the production of such products.

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D. Provide quantity as shown on Contract Drawings, or as otherwise indicated.

E. Provide all auxiliary and incidental materials and equipment necessary for the operation and protection of the Work of this section as if specified in full herein.

F. Unless recycled content is specified, provide new materials.

G. Provide the manufacturer's latest design/model, permanently labeled with the manufacturer's name, model number and serial number.

H. Where products are of similar type or use, provide products of the same manufacturer, unless otherwise indicated.

I. Components:

1. UL or third party certified. Cabling and interconnecting hardware and components for Telecommunications systems shall be UL listed or third party independent testing laboratory certified, and shall comply with NFPA 70 and conform to the requirements specified herein.

2. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations, submit proof of such compliance.
a. The label or listing by the specified organization will be acceptable evidence of compliance.
b. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Owner's Representative.
c. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

J. Enclosures:

1. Provide steel frames and enclosures designed and wired to eliminate all induced currents.

2. Make bolted connections with self-locking devices.

K. Finishes: Any item or component of the Work of this section which is visible shall comply with the following:

1. Finishes noted or scheduled on the Contract Drawings take precedence.

2. Where design location requires that products, materials or equipment are visible to the public, no manufacturer's logos larger than 1/2 inch shall be visible. Unless otherwise noted or directed, neatly remove or permanently paint out such logos.

3. Where finishes are not noted or otherwise defined in the Contract Documents, submit manufacturer's standard finish samples for selection by the Owner's Representative.

PART 3 EXECUTION

3.1 EXAMINATION
A. Examine existing conditions before starting work. Document conflicts in writing and submit to Owner’s Representative in a timely manner for resolution.

3.2 WIRING CLASSIFICATION AND RELATED

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A. Audio Signal Wiring Classification:

1. Type A-1: Microphone level wiring less than -30 dBu, 20 Hz to 20 kHz.

2. Type A-2: Line level wiring -30 dBu to +24 dBu, 20 Hz to 20 kHz.

3. Type A-3: Loudspeaker level or circuit wiring greater than +24 dBu, from 20 Hz to 20 kHz.

B. Video and Related Signal Wiring Classification:

1. Type V-1: Baseband and composite video wiring I volt peak-to-peak into 75 ohms, 0 to 10.0 MHz.

2. Type V-2: Synchronization and switching pulse wiring 4 volts peak-to-peak into 75 ohms, 15.62 to 15.75 kHz.

3. Type V-3: Color subcarrier wiring 0 to 4 volts peak-to-peak into 75 ohms,

3.57 to 4.43 MHz.

4. Type V-4: MATV system wiring 0.1 to 1000 microVolts peak-to-peak into 50 or 75 ohms, 47 to 890 MHz.

C. Control Signal Wiring Classifications:

1. Type C-1: DC control wiring 0 to 50 volts.

2. Type C-2: Synchronous control or data wiring 0 to 40 volts, peak-to-peak.

3. Type C-3: AC control wiring 0 to 48 volts, 60 Hz.

D. Additional Wiring Classifications:

1. Type M-1: DC power wiring 0 to 48 volts.

2. Type M-2: AC power wiring greater than 50 volts, 60 Hz.

3. Wiring Combinations.

E. Except as indicated herein, conduit, wireways and cable bundles shall contain only wiring of a single classification. The following combinations are acceptable in conduit, or cable harnesses. Additional acceptable combinations may be indicated on the Drawings.

1. Types A-1, C-1, and M-1.

2. Types A-2, C-1, C-2, and M-1, runs less than 20 feet.

3. Types A-2, C-1, and M-1.

4. Types A-3, C-1, C-2, and M-1.

5. Types A-2, V-1, and V-3.

6. Types V-1, V-2, V-3, and C-1.

7. Types M-2 and C-3.

3.3 PREPARATION
A. Prepare and sequence the work to minimize disruption to each room environment and existing communications systems.

B. Protection: Cover all computers, electronic equipment, desks, chairs, furniture and other articles when working at ceiling level and/or performing dust producing tasks.

3.4 REPAIR AND RESTORATION
A. Where working in spaces occupied by the Owner, return to their original positions any furniture or articles relocated to perform the work.

3.5 CLEANING
A. Where working in spaces occupied by the Owner:

1. Immediately after completing work within each space, clean up and remove all materials, scrap and dust.

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2. All scrap material in work area shall be picked up and removed from the building at the end of each day. See also Section 01770 - Closeout Procedures for additional requirements.

3. All dust resulting from work performed shall be vacuumed up daily.

4. All scrap material shall be removed from site and disposed of in an authorized disposal site. Refer to Section 01565 - Site Waste Management Program.

END OF SECTION

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SECTION 17026

GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Section includes grounding and bonding of Communications Work, including but not limited to:

1. Communications Race

2. Cable Runway

3. Cable Shields

4. Protector Fields

5. Communications cabinets and enclosures.

1.2 RELATED WORK UNDER OTHER SECTIONS
A. Section 07840 - Firestopping
B. Section 16400 - Service and Distribution System
C. Section 17010 - Common Work Results for Communications D. Section 17029 - Hangers and Supports for Communications Systems E. Section 17033 - Conduits and Backboxes for Communications Systems F. Section 17036 - Cable Trays for Communications Systems Communications Systems G. Section 17100 - Structured Cabling, Basic Materials and Methods H. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures I. Section 17119 - Communications Termination Blocks and Patch Panels J. Section 17123 - Communications Cable Management
K. Section 17150 - Communications Horizontal Cabling

1.3 SYSTEM DESCRIPTION
A. Provide telecommunications system grounding conductor as described herein and indicate on drawings.

B. Except as otherwise indicated, the complete communications installation including the, metallic conduits and raceways, cable trays, boxes, cabinets and equipment shall be completely and effectively grounded in accordance with all code requirements, whether or not such connections are specifically shown or specified.

C. Resistance:

1. Resistance from the farthest ground bus through the ground electrode to earth shall not exceed 5 Ohms or the requirements of ANSI-J-STD-607-A-2002, whichever is more restrictive.

1.4 REFERENCES
A. American National Standards Institute (ANSI)

1. ANSI/TIAIEIA-606-A-2002 Administration Standard for Commercial Telecommunications Infrastructure

2. ANSI-J-STD-607-A-2002 Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications

3. Underwriters Laboratories (UL)

4. UL 467 (1993); R 2004 Grounding and Bonding Equipment

1.5 SUBMITTALS

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A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 Common Work Results for Communications.

PART 2 PRODUCTS

2.1 MANUFACTURERS
A. Equal products by the following manufacturers will be considered providing that all features of the specified product are provided:

1. Ground Rod:
a. High strength high carbon steel, with electrolytically bonded jacket of copper on surface.
b. UL spec. 467
c. ANSI C-33.8-10n.
d. Manufacturer:
i. Allied Bolt
ii. Inwesco 12A60
iii. Blackburn
iv. Cooper Power Systems
v. Weaver.
vi. Erico "Cadweld" Products, Inc.
vii. ITT Blackburn.
viii. Or equal.

2. Ground Wells:
a. Christy Concrete Products, Inc.
b. Forni Corp.
c. Or equal.

3. Ground Bushings, Connectors, Jumpers and Bus:
a. O-Z/Gedney.
b. Thomas & Betts Corp.
c. Or equal.

4. Compression Connector Lug
a. Panduit
b. B-Line SB-479 Series
c. Thomas & Betts
d. Or equal.

5. Telecommunications Ground Bus Bar
a. CPI
b. B-Line
c. Panduit
d. Or equal.

6. Bonding Ribbon:
a. Annealed solid copper 3/8 inch wide x 1/16 inch thick, tin plated. b. Manufacturer:
i. Inwesco 12A55
ii. Corning Cable Systems

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iii. Preformed Line Products.
iv. Or equal.

7. Bonding Ribbon Clamp:
a. Soft lead
b. 1/16 inch thick
c. Bolt hole for attachment
d. Manufacturer:
i. Inwesco 12A56
ii. Corning Cable Systems
iii. Preformed Line Products.
iv. Or equal.

8. Fargo Clamp:
a. Cast copper, silver plated, furnished with copper bolt. b. RUS Listed
c. Manufacturer:
i. Allied Bolt
ii. Inwesco 12A57
iii. Corning Cable Systems
iv. or equal.

9. Ground Inserts:
a. Cast Bronze w 1/4 Copper Rod.
b. Provide minimum one each maintenance hole or vault.
c. Manufacturer:
i. Inwesco 12H69
ii. Or equal by vault or manhole manufacturer.
iii. Or equal.

2.2 GROUND CONDUCTORS
A. General purpose insulated: UL listed and code sized copper conductor, with dual rated THHN/THWN insulation, color identified green. Where continuous colorcoded conductors are not commercially available, provide a minimum 4" long color band with green, non-aging, plastic tape in accordance with NEC.

B. Bonding pigtails: Insulated copper conductor, identified green, sized per code, and provided with termination screw or lug. Provide solid conductors for #10 A WG or smaller and stranded conductors for #8 A WG or larger.

2.3 COMPRESSION CONNECTOR LUG
A. Description

1. Connector lug with compression connection to conductor.

2. Copper alloy body.

3. Provide lug size to match conductor being terminated.

4. Provide 2 hole pattern lugs.

5. Provide each lug with silicon bronze hardware, including 2 bolts, 2 split lock washers and 2 nuts.

2.4 INSULATED GROUNDING BUSHINGS
A. Plated malleable iron or steel body with 150 degree Centigrade molded plastic insulating throat and lay-in grounding lug.

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2.5 CONNECTIONS TO PIPE
A. For cable to pipe: UL listed bolted connection complying with CEC requirements.

2.6 CONNECTIONS TO STRUCTURAL STEEL, GROUND RODS, OR

SPLICES
A. Where required by the Drawings or Specifications, grounding conductors shall be spliced together, connected to ground rods or connected to structural steel using exothermic welds or high pressure compression type connectors.

1. Exothermic welds shall be used for cable-to-cable and cable-to-ground rod and for cable to structural steel surfaces. Exothermic weld kits shall be as manufactured by Cadweld, Thermoweld or equal. Each particular type of weld shall use a kit unique to that type of weld.

2. High-pressure compression type connectors shall be used for cable-to-cable and cable-to-ground rod connections. Connections shall be as manufactured by Thomas & Betts #53000 series, Burndy "Hy-Ground" or equal.

2.7 EXTRA FLEXIBLE, FLAT BONDING JUMPERS
A. Where required by the drawing or specified herein.

PART 3 EXECUTION

3.1 GENERAL
A. Provide Grounding and Bonding according to the most restrictive requirements of:

1. ANSI-J-STD-607-A.

2. California Electrical Code Article 250 and references therein.

3. California Electrical Code Article 800.

B. In the event of conflicting requirements, National Electrical Code requirements shall prevail.

C. Point of Connection

1. Under Work of this Section, make connections to Communications Ground Busbars provided under Work of Section 16061 Grounding.

2. Mechanical Connections
D. Make connections bare metal to bare metal.

1. Where required, remove paint to bare metal, make grounding or bonding connection, and touch up paint.

2. Torque threaded fasteners to manufacturer's recommended values.

E. Compression Connections

1. Make compression connections with the lug or fitting manufacturer's recommended tooling, with the tooling set to the recommended force and stroke.

F. Communications Raceways and Sleeves

1. Bond metallic raceway and sleeves to the Communications Ground Busbar at the Communications Room that serves the related Communications Receptacle.

2. Where a metallic raceway connects 2 or more Communications Rooms, bond to the Communications Ground Busbar at each.

G. Cable Tray and Cable Runway

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1. Coordinate with the Work of Section 17033 - Communications Raceways, Boxes and Fittings, paragraph Cable Runway.

2. Provide manufacturer's bonding clips, plates or jumpers as required to comply with the UL Classified conditions for use as an equipment grounding conductor.

3. Bond the Cable Runway to the Communications Ground Busbar at the Communications Room served.

H. Cable Shields

1. Comply with California Electrical Code Article 800.

I. Protector Fields

1. Comply with California Electrical Code Article 800.

J. Communications cabinets and enclosures

1. Bond to the Communications Ground Busbar at the Communications Room.

K. Emergency/Information Telephone enclosures

1. Bond as detailed on Communications Drawings.

L. Communications Broadband Systems

1. Comply with California Electrical Code Article 820.

2. Ground Broadband passives as shown on Communications Drawings.

3.2 LABELING
A. Provide labeling according to the requirements of:

1. ANSI/TIA/EIA-606-A.

2. Section 17053 Identification for Communications Systems.

END OF SECTION

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SECTION 1702

HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the provision of communications supports and cable hook system as described in this specification, including but not limited to:

1. Strut Supports

2. Cable Hooks (J-Hooks)

3. Beam Clamps

4. Concrete Fasteners

5. Touch-Up Materials

6. Conduit Supports

7. Equipment Supports

8. Fastening Hardware
B. Related work: Consult all other Sections, determine the extent and character of related work and properly coordinate work specified herein with that specified elsewhere to produce a complete installation.

1. Section 03300 - Cast-in-place Concrete. Concrete equipment pads.

2. Division 5: Metals. Hangers for electrical equipment.

3. Section 09260 - Gypsum Board Assemblies, Section 09510 - Acoustical Ceilings, Section 09512 - Manufactured Wood Ceilings, and Section 09520- Textile Ceiling System. Slack Fixture support wires.

4. Section 17010 - Common Work Results for Communications

5. Section 17026 - Grounding and Bonding for Communications Systems

6. Section 17033 - Conduits and Backboxes for Communications Systems

7. Section 17036 - Cable Trays for Communications Systems

8. Section 17053 - Identification for Communications Systems

9. Section 17100 - Structured Cabling, Basic Materials and Methods

10. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures

11. Section 17123 - Communications Cable Management

12. Section 17150 - Communications Horizontal Cabling

1.2 SYSTEM DESCRIPTION
A. Provide devices specified in this Section and related Sections for support of communications equipment specified for this Project.

B. Provide support systems that are adequate for the weight of equipment, conduit and wiring to be supported.

1.3 REFERENCES
A. American Society For Testing and Materials (ASTM)

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1. ASTM AI23/AI23M-02 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

2. ASTM AI53/AI53M-04 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

3. ASTM B633-98el Specification for Electro-deposited Coatings of Zinc on Iron and Steel.

4. ASTM A653/A653M-04a Standard Specification for Steel Sheet, ZincCoated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the HotDip Process.

B. American National Standards Institute (ANSI)

1. ANSI/TIA/EIA-568-B.l-2001, Commercial Building Telecommunications Cabling Standard – Part l: General Requirement.

2. ANSI/TIA/EIA-568-B.2-2001, Commercial Building Telecommunications Cabling Standard – Part 2: Balanced Twisted Pair Cabling Components.

3. ANSI/TIA/EIA-568-B.3;-2000, Optical Fiber Cabling Components Standard.

4. ANSI/ TIA/ EIA 569-B-2003, Commercial Building Standard for Telecommunications Pathways and Spaces.

C. National Fire Protection Association

1. NFPA 70, National Electrical Code

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 UALITY ASSURANCE
A. All materials, equipment and parts comprising the units specified herein shall be new and unused, and of current manufacturer.

B. Cable hooks shall be listed and labeled by Underwriters Laboratories (UL) as required.

C. Cable hooks shall have the manufacturers name and part number stamped in the part itself for identification.

PART 2 PRODUCTS

2.1 SUPPORTING DE ICES
A. General

1. Supports to be sized to suit load and selected to match mounting conditions.

B. Manufacturers

2. Equal products by the following manufacturers will be considered providing that all features of the specified product are provided:
a. Concrete fasteners:
i. Phillips Red-Head
ii. Remington
iii. Ramset
iv. Hilti
v. Simpson Strong-Tie
vi. Or Equal

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b. Concrete inserts and construction channel:
i. Unistrut Corp.
ii. GS Metals Globe Strut
iii. Thomas & Betts Kindorf Corp.
iv. Or Equal
c. Conduit Straps:
i. O-Z/Gedney
ii. Erico Caddy Fastening Products
iii. Thomas & Betts Kindorf Corp.
iv. Or Equal
d. Beam Clamps
i. Cooper B-Line
ii. SuperStrut
iii. Unistrut
iv. Or Equal
e. Aircraft Cable Sway Braces
i. Mason Industries
ii. M.W. Sausse/ ibrex
iii. Loos & Company, Inc.
iv. Or Equal
C. Concrete Fasteners

1. Provide expansion- type concrete anchors.

2. Provide powder driven concrete fasteners with washers. Obtain approval from Owner's Representative prior to use.

D. Concrete Inserts

1. Provide pressed galvanized steel, concrete spot insert, with oval slot capable of accepting square or rectangular support nuts of inch to inch diameter thread for rod support.

E. Aircraft cable sway braces

1. Steel rope sized to meet load.

F. Construction Channel

1. Construction:
a. 1-5/8 square galvanized channel formed from U.S.S.G No. 12 or

0.109 inch cold formed steel with 17/32-inch diameter bolt holes, and 1-1/2 on center in the base of the channel.
b. 10 foot sections.

2. All supporting materials by same manufacturer.

G. Beam Clamps

1. Malleable iron electro-galvanized steel beam clamps selected to match building structural steel members.

H. Conduit Straps

1. One hole strap, steel or malleable iron, with malleable iron clamp-back spacer for surface mounted wall and ceiling applications. a. Use malleable strap with spacers for exterior and wet locations. b. Use steel strap without spacers for interior locations.

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2. Steel channel conduit strap for support from construction channel.

3. Steel conduit hanger for pendant support with threaded rod.

4. Steel wire conduit support strap for support from independent #12 gauge hanger wires.

I. Threaded rods, couplings, screws, and nuts:

1. Electrolytically coated with zinc, 2 oz. zinc per square foot of surface, ASTM A123 or A153.

J. Miscellaneous Parts

1. Hot dipped galvanized after fabrication; after cutting, de-burring and hole drilling. Coated with zinc, 2 oz. zinc per square foot of surface, ASTM Al23 or A153.

K. Paint/Tape for Touch-up:

1. Zinc: CRC "Zinc-It", Glyptal, Enterprise Galvanizing "Galambra", or equal.

2.2 CABLE HANGERS
A. Ceiling Hung J-Hooks

1. Drawing Reference(s):
a. WMJ
b. ACJ

2. Features/Functions/Construction
a. Specifically intended to carry the load of up to 50 communications cables without applying excess forces to cables at bottom of bundle. b. Integral broad bottom edge to spread cable load with flat bottom and provide a minimum of 1-5/8 cable bearing surface.
c. Integral hanger rod attachment hardware at top.
d. Load rated for application.
e. Incorporates smooth 90-degree radiused edges to prevent snagging cable jackets on installation.
f. Designed so the mounting hardware is recessed to prevent cable damage.
g. Integral mechanical cable latch retainer to provide containment of cables within the hook. The retainer shall be removable and reusable. h. Suitable for direct attachment to walls, hanger rods, beam flanges, purlins, strut, floor posts, etc. to meet job conditions. i. Multi-tiered cable hooks to be used where required to provide separate cabling compartments, or where additional capacity is needed.
j. Finishes:
i. Cable hooks for non-corrosive areas shall be pre-galvanized steel, ASTM A653. Where additional strength is required, cable hooks shall be spring steel with a zinc-plated finish, ASTM B633, SC3.
ii. Cable hooks for corrosive areas shall be stainless steel, AISI Type 304.

3. Manufacturer
a. Cooper B-Line series BCH21, BCH32, BCH64

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b. Erico/Caddy CableCat
c. Or Equal
PART 3 EXECUTION

3.1 GENERAL
A. The Owner's Representative reserves the right to request additional supports where in their sole opinion said supports are required. Any additional supports shall be installed at no additional cost to the Owner.

3.2 EXAMINATION
A. Thoroughly examine site conditions for acceptance of supporting device installation to verify conformance with manufacturer and specification tolerances. Do not commence with installation until all conditions are made satisfactory.

3.3 PREPARATION
A. Coordinate size, shape and location of concrete pads required for equipment installation with Base Building General Contractor Coordinate size, shape and location of concrete pads required for equipment installation with Base Building General Contractor.

B. Layout support devices to maintain headroom, neat mechanical appearance and to support the equipment loads.

C. Where shown on the Drawings or Specifications, install freestanding communications equipment on concrete pads.

3.4 INSTALLATION
A. Furnish and install supporting devices as noted throughout the Communications Systems work.

B. Communications device and conduit supports shall be independent of all other system supports that are not structural elements of the building, unless otherwise noted.

C. Fasten hanger rods, conduit clamps, outlet and junction boxes to building structure using pre-cast inserts, expansion anchors, preset inserts or beam clamps.

D. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster or gypsum board partitions and walls.

E. Use expansion anchors or preset inserts in solid masonry walls.

F. Use self-drilling anchors, expansion anchor, or preset inserts on concrete surfaces.

G. Use sheet metal screws in sheet metal studs and wood screws in wood construction.

H. Do not fasten supports to piping, ductwork, mechanical equipment, conduit, or acoustical ceiling suspension wires.

I. Do not drill structural steel members unless first approved in writing by the Owner's Representative.

J. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under all nuts.

K. Install surface-mounted cabinets with minimum of four anchors. Provide additional support backing in stud walls prior to sheet rocking as required to adequately support cabinets and panels.

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L. Bridge studs top and bottom with channels to support flush mounted cabinets and panelboards in stud walls.

3.5 ERECTION OF METAL SUPPORTS
A. Cut, fit, and place miscellaneous metal fabrications accurately in location, alignment, and elevation to support and anchor electrical materials and equipment.

B. Field Welding: Comply with AWS "Structural Welding Code."

3.6 WOOD SUPPORTS
A. Cut, fit, and place wood grounds, nailers, blocking, and anchorage accurately in location, alignment, and elevation to support and anchor electrical materials and equipment.

3.7 ANCHORAGE
A. As part of the equipment submittals, cot' all provide anchorage calculations for floor and wall mounted communications equipment so that it shall remain attached to the mounting surface after experiencing forces in conformance with CCR, Title 24, Table 23P, Part II and with Section 2312 "Earthquake Regulations" of the "Uniform Building Code" for Seismic Zone 4 Area, Importance Factor of 1.25. Structural Calculations shall be prepared and signed by a California Registered Structural Engineer. Specify proof loads for drilled-in anchors, if used.

1. The contractor shall recommend the method of anchoring the equipment to the mounting surface and shall provide the Contractor with the assembly dimensions, weights and approximate centers of gravity.

2. All floor mounted, free standing electrical equipment such as racks and cabinets, etc. shall be securely fastened to the floor structure.

3. DISTRIBUTION PATHWAY IA CEILING HUNG CABLE HOOKS J
HOOKS
A. oid, Plenum or Suspended Ceiling Exposed Cable Installation. Where drawings specifically show or permit use of exposed cable installation in voids, conform to the most restrictive requirements of Code TIA-569-B and this Section.

B. Provide support for all cabling. Do not place or attach direct grid, concealed spline grid, flexible or rigid ductwork, H AC registers, sprinkler piping or fixtures, light fixtures or building structure. Conform to the California Electric Code.

C. Placement:

1. All pathways created by ceiling hung cable hooks shall be reviewed by The Owner s Representative prior to installation.

2. Ceiling hung cable hooks and cabling supported by same shall not obscure access to access doors, hatches, air dampers, valves, filter sections, A boxes, cable trays, junction boxes, pull boxes or similar areas of access required by other trades.

3. All ceiling hung cable hooks shall be mounted close enough together such that upon completion of the station cable installation a minimum amount of cable droop occurs between adjacent rings. The distance between supporting rings shall not exceed 48 in wood frame construction, 60 in concrete construction, or as required by the current edition of TIA-569-B.

4. Refer to the separation requirements listed in Section 17150 - Communications Horizontal Cabling for minimum distances from electrical power and other electro-magnetic sources.

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D. Follow manufacturer's recommendations for allowable fill capacity for each size of cable hook.

1. Cable hooks shall be capable of supporting a minimum of 30 pounds with a safety factor of 3.

2. Spring steel cable hooks shall be capable of supporting a minimum of 100 pounds with a safety factor of 3 where extra strength is required.

3. Where aggregate cable bundle supported by ceiling hung cable hooks exceeds either the rated cable or weight load limit of the ceiling hung cable hook system, provide ceiling basket tray - Type CTW - as specified in Section 17036 Cable Trays for Communications Systems.

END OF SECTION

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SECTION 17033

CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Provide telecommunications pathways in accordance with EIA TIA/EIA-569-B, as specified in this Section and as shown on the plans. Provide system furniture pathways in accordance with UL 1286. Provision of all low voltage Communications Systems Pathway and Electronic Security and Safety System Pathway, including:

1. Rigid steel conduit and fittings.

2. P C insulated rigid steel conduit and fittings

3. Intermediate metal conduit and fittings

4. Electrical metallic tubing and fittings.

5. Flexible metallic conduit and fittings.

6. Liquidtight flexible metallic conduit and fittings.

7. Miscellaneous conduit fittings and products.

8. Junction Boxes

9. Floor Boxes

10. Hinged cover enclosures.

11. Pullboxes and Terminal Cabinets.

B. At Hazardous Occupancies, installation conforms to the requirements of California Electric Code for Class and Division rating of spaces.

1.2 RELATED WORK IN OTHER SECTIONS
A. Related work: Consult all other Sections, determine the extent and character of related work and properly coordinate work specified herein with that specified elsewhere to produce a complete installation

1. Section 01730 - Cutting and Patching.

2. Section 07600 - Flashing and Sheet Metal.

3. Section 09900 - Paints and Coatings. Exposed conduit and other devices.

4. Section 17010 - Common Work Results for Communications.

5. Section 17026 - Grounding and Bonding for Communications Systems.

6. Section 17029 - Hangers and Supports for Communications Systems.

7. Section 17036 - Cable Trays for Communications Systems.

8. Section 17100 - Structured Cabling, Basic Materials and Methods.

9. Section 17150 - Communications Horizontal Cabling.

1.3 REFERENCES
A. Usage: In accordance with Section 01110 - Summary of Work.

1. American National Standards Institute (ANSI).
a. ANSI C80.l 1994 Rigid Steel Conduit - Zinc Coated.
b. ANSI C80.3 1991 Electrical Metallic Tubing - Zinc Coated.

2. National Electrical Manufacturers Association (NEMA). a. NEMA 250-2003 Enclosures for Electrical Equipment (1000 olts Maximum).

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b. NEMA FB 1 (ANSIINEMA FB 1-2003) Fittings, Cast Metal Boxes and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable.
c. FB 2.10 2000 Selection and Installation Guidelines For Fittings For Use With Non-Flexible Metallic Conduit Or Tubing (Rigid Metal Conduit, Intermediate Metal Conduit, And Electrical Metallic Tubing).
d. FB 2.20 2000 Selection and Installation Guidelines for Fittings for use with Flexible Electrical Conduit and Cable. e. NEMA ICS 6 1988 (Rev. 1) Enclosures for Industrial Control and Systems.
f. NEMA OS 3-2002 Selection and Installation Guidelines for Electrical Outlet Boxes.
g. NEMA RN 1-1998 Polyvinyl Chloride (P C) Externally
Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit.
h. NEMA TC 7 2000 Smooth Wall Coilable Polyethylene Electrical Plastic Duct.
i. NEMA TC 13 2000 Electrical Nonmetallic Tubing (ENT). j. NEMA TC 14 1984(R 1986) Filament-Wound Reinforced
Thermosetting Resin Conduit and Fittings.

3. Underwriters Laboratories, Inc. (UL).
a. UL 1 2000 Flexible Metal Conduit.
b. UL 6 2004 Electrical Rigid Metal Conduit – Steel.
c. UL 50 (1995; R 1999, Bul. 2001) Enclosures for Electrical Equipment.
d. UL 360 1986 (Bul. 1991) (R 1993) Liquid-Tight Flexible Steel Conduit.
e. UL 514A 1991 (R 2004) Metallic Outlet Boxes.
f. UL 514B 1989 (R 2004) Conduit, Tubing and Cable Fittings. g. UL 514C 1996 (R 2000) Nonmetallic Outlet Boxes, FlushDevice Boxes, and Covers. h. UL 651 1989 (R 1989) (Bul. 1993) Schedule 40 and 80
Rigid P C Conduit.
i. UL 797 1993 (R 2004) Electrical Metallic Tubing – Steel. j. UL 1242 1983 (R1993) (Bul. 1993) Intermediate Metal
Conduit.
k. UL 1286(1999; R 2001, Bul. 2002) Office Furnishings. l. UL 1479 Fire Tests of Through Penetration Firestops. m. UL Fire Resistance Directories.

1.4 SUBMITTALS
A. Conform to the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 UALITY ASSURANCE

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A. All materials, equipment and parts comprising the units specified herein shall be new and unused, and of current manufacturer.

B. Only products and applications listed in this Section may be used on the project unless otherwise submitted and approved by the Owner's Representative.

PART 2 PRODUCTS

2.1 GENERAL
A. Provide the following types of conduit systems listed by their commonly used generic name.

2.2 RACEWAY
A. Manufacturers:

1. Raceway:
a. Allied Tube and Conduit Co.
b. Triangle PWC, Inc.
c. Western Tube and Conduit Corp.
d. Spring City Electrical Manufacturing Co.
e. Occidental Coating Co. (OCAL).
f. Alflex Corp.
g. American Flexible Metal Conduit Co.
h. Anaconda.
i. Or equal.

2. Fittings:
a. Appleton Electric Co.
b. OZ/Gedney.
c. Thomas & Betts Corp.
d. Spring City Electrical Manufacturing Co.
e. Occidental Coating Co. (OCAL).
f. Carlon.
g. Or equal.

B. Rigid Steel Conduit.

1. Drawing and Spec Reference: RSC.

2. Construction:
a. Conduit: Full weight, threaded, hot-dip galvanized steel, conforming to ANSI C80.1 and UL 6.
b. Standard threaded couplings, locknuts, bushings, and elbows: Only materials of steel or malleable iron are acceptable. Locknuts shall be bonding type with sharp edges for digging into the metal wall of an enclosure.
c. Three piece couplings: Electroplated, cast malleable iron. d. Insulating bushings: Threaded polypropylene or thermosetting phenolic rated 150 degree C minimum.
e. Insulated grounding bushings: Threaded cast malleable iron body with insulated throat and steel "lay-in" ground lug with compression screw.

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f. Insulated metallic bushings: Threaded cast malleable iron body with plastic insulated throat rated 150 degrees C.
g. All fittings and connectors shall be threaded.

C. Coated Rigid Steel Conduit:

1. Drawing and Spec Reference: CRSC.

2. Conduit: Full weight, threaded, hot-dip galvanized steel, conforming to ANSI C80.l and NEMA RN-l with nominal 40 mil thermoplastic vinyl coating, heat fused and bonded to the exterior of the conduit.

3. Fittings:
a. Conduit couplings and connectors shall be as specified for galvanized rigid steel conduit and shall be factory P C coated with an insulating jacket equivalent to that of the coated material. b. Fittings over-sleeve to extend 1 conduit diameter or 1-1/2" beyond fitting, whichever is less.

4. Performance:
a. Tensile Strength: 3500 psi.

5. Approvals:
a. NEMA RNI (Type 40 - 40 mils thick).
b. CalTrans Type 2

6. Manufacturers:
a. Plastibond by RobRoy Industries.
b. Occal-40 by Occidental Coating Company.
c. KorKap by Plastic Applicators.
d. Ocal-Blue.
e. Or equal.

D. Intermediate Metal Conduit.

1. Drawing Reference: IMC.

2. Conduit: Hot dip galvanized steel meeting the requirements of CEC Article 345 and conforming to ANSI C80.6 and UL 1242.

3. Fittings: Conduit couplings, connector and bushing shall be as specified for galvanized rigid steel conduit. Integral retractable type IMC couplings are also acceptable.

E. Electrical Metallic Tubing.

1. Drawing and Spec Reference: EMT.

2. Conduit: Shall be formed of cold rolled strip steel, electrical resistance welded continuously along the longitudinal seam and hot dip galvanized after fabrication. Conduit shall conform to ANSI C80.3 specifications and shall meet UL classifications.

3. Set screw type couplings: Electroplated, steel or cast malleable iron, UL listed concrete tight. Use set screw type couplings with four setscrews each of conduit sizes over 2 inches. Setscrews shall be of case hardened steel with hex head and cup point to firmly seat in wall of conduit for positive grounding.

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4. Set screw type connectors: Electroplated steel or cast malleable iron UL listed concrete tight with male hub and insulated plastic throat, 150 degree C temperature rated. Setscrew shall be same as for couplings.

5. Raintight couplings: Electroplate steel or cast malleable iron; UL listed raintight and concrete tight, using gland and ring compression type construction.

6. Raintight connectors: Electroplated steel or cast malleable iron, UL listed raintight and concrete tight, with insulated throat, using gland and ring compression type construction.

F. Flexible Conduit:

1. Drawing Reference: FLE

2. Construction:
a. Flexible steel, zinc coated on both inside and outside by hot-dipping process.
b. Interlocking spirally wound continuous steel strip.
c. 3/4" minimum size.

3. Fittings: Connectors shall be of the single screw clamp variety with steel or cast malleable iron bodies and threaded male hubs with insulated throats.

Exception: Pressure cast screw-in connectors shall be acceptable for fixture connection in suspended ceilings and cut-in outlet boxes within existing furred walls.

4. Approvals:
a. UL 1
G. Liquidtight Flexible Metallic Conduit:

1. Drawing Reference: Liquidtight

2. Conduit: Shall be fabricated in continuous lengths from galvanized steel strips, interlocking spirally wound, covered with extruded liquidtightjacket of polyvinyl chloride (P C) and conforming to UL 360. Provide conduit with a continuous copper-bonding conductor wound spirally between the convolutions.

3. Fittings: Connector body and gland nut shall be of cadmium plated steel or cast malleable iron, with tapered, male, threaded hub; insulated throat and neoprene "0" ring gasket recessed into the face of the stop nut. The clamping gland shall be of molded nylon with an integral brass push-in ferrule.

2.3 MISCELLANEOUS CONDUIT FITTINGS AND PRODUCTS
A. General

1. UL 514B.

2. Listed in UL Electrical Construction Materials List.

B. Conduit Fittings, Insulated Throat Grounding Bushings

1. Description
a. Threaded for Rigid Steel Conduit and Intermediate Metal Conduit. b. UL Listed for use with copper conductors.
c. Thermoplastic insulated liner for 105 degrees Celsius. d. Body of malleable iron, zinc plated; or die cast zinc.

2. Manufacturer

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a. Thomas & Betts (Steel City) BG-801 Series
b. O-Z/Gedney
c. Or equal.

C. Watertight conduit entrance seals: Steel or cast malleable iron bodies and pressure clamps with P C sleeve, neoprene sealing grommets and P C coated steel pressure rings. Fittings shall be supplied with neoprene sealing rings between the body and P C sleeve.

D. Watertight cable sealing bushings: One piece, compression molded sealing ring with P C coated steel pressure disks, stainless steel sealing screws and zinc plated cast malleable iron locking collar.

E. Expansion fittings: Multi-piece unit comprised of a hot dip galvanized malleable iron or steel body and outside pressure bussing designed to allow a maximum of 4" conduit movement (2" in either direction). Furnish with external braid tinned copper bonding jumper. Unit shall be UL listed for wet or dry locations.

F. Expansion/deflection couplings: Multi-piece unit comprised of a neoprene sleeve with internal flexible tinned copper braid attached to bronze end couplings with stainless steel bands. Coupling shall accommodate .75- inch deflection, expansion, or contraction in any direction, and allow 30-degree angular deflections. Flexible, corrosion-resistant, watertight, moisture and heat resistant molded rubber jacket and stainless steel jacket clamps. Unit shall comply with UL467 and UL514.

1. Manufacturer:
a. OZ/Gedney Type D
b. Steel City Type EDF
c. Or equal.

G. Fire rated penetration seals:

1. UL classified.

2. Conduit penetrations in fire rated separation shall be sealed with a UL classified assembly consisting of fill, void or cavity materials.

3. The fire rated sealant material shall be the product best suited for each type of penetration, and may be a caulk, putty, composite sheet or wrap/strip.

4. Penetrations of rated floors shall be sealed with an assembly having both F and T ratings at least equal to rating of the floor.

5. Penetrations of rated walls shall be sealed with an assembly having an F rating at least equal to the rating of the wall.

H. Standard products not herein specified:

1. Submit for review a listing of standard electrical conduit hardware and fittings not herein specified prior to use or installation, i.e. locknuts, bushings, etc.

2. Listing shall include manufacturers name, part numbers, and a written description of the item indicating type of material and construction.

3. Miscellaneous components shall be equal in quality, material, and construction to similar items herein specified.

I. Hazardous area fittings: UL listed for the application.

2.4 JUNCTION AND DE ICE BOXES
A. Junction and Device Boxes

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1. Drawing References: As shown on Symbol Schedule

2. Construction:
a. Concealed/Flush Mounted:
b. One or two piece welded knockout boxes.
c. UL 514A, cadmium or zinc-coated 1.25 oz/sq. ft., if ferrous metal. d. Pressed sheet steel, for indoor locations.
e. UL 514C approved if non-metallic.
f. At hollow masonry, tile walls and plaster walls, provide with device rings as required.
g. Surface mounted:
i. Exterior – Conform to the Junction and/or PullBox
construction scheduled on the Plans. Where construction not otherwise scheduled or noted on the plans, conform to the following:
(1) Cast iron or aluminum with threaded hubs and
mounting lugs.
(2) Gasketed cover with spring lid.
ii. Concrete floor embedded:
(1) Cast iron concrete pour boxes with screwed brass
cover, unless otherwise noted.
(2) Cadmium plated screw cover attachment at least 6
on center.
h. If size not otherwise noted, at least 4S (4" square) by 2-1/8" deep, or Code minimum size, whichever is larger.
i. Wherever 4S is indicated, contractor may at their option substitute 4-11/16" square boxes while maintaining the
minimum depth required by these specifications and the
drawings.
i. Provide complete with approved type of connectors and required accessories, including attachment lugs or hangers. Provide raised device covers as required to accept scheduled device.

3. Approvals.
a. UL 514A

4. Manufacturers:
a. Interior:
i. Steel City.
ii. Bowers.
iii. Or equal.
b. Exterior, exposed with cover of same construction.
i. Appleton
ii. Pyle-National
iii. Or equal.
c. Other conditions:
i. Any meeting approvals and requirements.

B. Locking Wall Boxes

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2. Drawing References: L WB3, L WB4.

3. Features/Functions/Construction.
a. Locking hinged steel cover.
b. Accepts 3 or 4 gang plate inserts.
c. 2-1/8" minimum depth behind plate insert.
d. Protects contents from tampering when closed.
e. Lid incorporates push-to-open retention latch.
f. Lid folds down 180 degrees, out of way during use.
g. Size.
i. LWB3: NEMA 3 gang capacity.
ii. LWB4: NEMA 4 gang capacity.
h. Finish:
i. Submit White or Prime options for selection by the
Architect.

4. Manufacturers
a. FSR Inc.
i. LWB3: WB-3G with 3 gang Bowers backbox.
ii. L WB4: WB-4G with 4 gang Bowers backbox.
b. Custom by C.W. Cole.
c. Or equal.

2.5 CABINETS AND ENCLOSURES
A. Terminal Cabinets.

1. Drawing Reference: As Scheduled.

2. Construction:
a. Zinc Coated Sheet Steel, code gauge with standard concentric knockouts for conduit terminations.
b. Interior dimensions not less than those scheduled.
c. Finish: Manufacturer's standard gray baked enamel finish. d. Covers: Trim fitted, continuous hinged steel door, flush catchlockable and keyed to match. Screw fastened doors not acceptable. i. Door face to be not less than 95 of panel interior
dimensions.
e. Provide with 3/4" fire retardant treated ply backboard.

3. Mounting:
a. Flush cabinets shall be furnished with concealed trim clamps and shall be not less than 4 inches deep.
b. Surface cabinets shall be furnished with screw cover trim, flush hinged door and shall not be less than 6 inches deep.
c. Interior Applications:
i. NEMA 250 Type 1, unless otherwise noted. Refer to plans and schedules.
d. Exterior Applications:
i. NEMA 250 Type - As Scheduled, not less than NEMA 3R.

4. Manufacturers:
a. B-Line Electrical Enclosures.

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b. Circle AW Products.
c. Hammond.
d. Henessey.
e. Hoffman.
f. Myers Electric Products.
g. Rittal.
h. Or equal.

2.6 FLOOR BOXES, POKE THROUGHS AND MONUMENTS
A. Floor Box High Capacity, 3 Compartment
A. Plan Reference: FC4, FW4, FR4

2. Features
a. UL Listed
b. Box
i. Size at least 10 inches by 12 inches by 6 inches deep. ii. Three compartments, with voltage barriers, with standard electrical plate mounting brackets for at least:
(1) One single gang.
(2) One 2 gang.
(3) One 4 gang.
c. Knockouts concentric, combination 1 inch and 1.25 inch. d. Cover for carpet finish.
e. Cover size approximately 10.5 inches by 12.5 inches. f. At least 11 gage steel.
g. Carpet flange of mitered brass or aluminum edging.
i. Option of brass or aluminum to be selected by the Architect. ii. Option of 0.25 inch or 0.5 inch flange height to be selected by the Contracting Officer.
h. Within cover, provide a lift-off, full-access door, open area approximately 6.5 inches by 8 inches.
i. Within the lift-off, full-access door, provide a hinged, fold-back cable exit port.
j. Open area approximately 2 inches by 2 inches.
k. Flush in closed position.

3. Applications:
a. FC4: Concrete floor systems. Provide "pour pan" protection at slab on grade conditions.
b. FR4: Raised Floor Conditions.
c. FW4: Wooden Floor Conditions.

4. Approvals:
a. UL 514A scrub water.

5. Manufacturers:
a. FSR Inc.
i. FC4: FL-500P-(cover flange code)-4. Supply larger boxes where scheduled and indicated plates and jacks require it.

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Provide manufacturer's "Pour Pan" FL-GRD2 or FL-GRD4
to protect from moisture at installations at grade level. ii. FW4, FR4: FL-540P-(cover flange code)-4. Supply larger boxes where scheduled and indicated plates and jacks
require it.
b. RCI Systems, Inc.
i. FC4: FB-2600. Supply larger boxes where scheduled and indicated plates and jacks require it. Provide manufacturer's "Pour Pan" to protect from moisture at installations at grade level.
c. Wiremold/Walker RFB-ll.
d. Or equal.

B. Electrified Furniture Monuments.

1. Plan Reference: EFM

2. Construction:
a. Above slab box construction.
i. Die-cast aluminum with satin finish.
ii. Four-piece assembly consisting of base plate, three-sided housing, and removable faceplates.
iii. Equipped with faceplate that accepts modular jacks specified in Section 17150.
b. Manufacturers:
i. Wiremold 525RT
ii. Or equal.

2.7 TABLETOP BOXES
A. Presenter Desk Network Interface.

1. Drawing Reference: PDN.

2. Construction/Features/Function.
a. Steel Enclosure with flip-up lid - refer to detail on plans. b. Installs flush in Presenter Desktop or Conference Table.

3. Approvals
a. UL Spill Rating

4. Accommodates Keystone standard network jack.

5. Convenience power receptacle.

6. Manufacturer:
a. Mockett PCSS.
b. Wiremold.
c. Or equal.

PART 3 EXECUTION

3.1 CONDUIT APPLICATION
A. General: Install the following types of conduits and fittings in the locations listed, unless otherwise noted in the drawings:

1. Exterior, Exposed:

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a. Type RSC for applications up to 8 feet AFF or to first pull box, whichever is first, applications subject to physical abuse or for applications greater than 4" diameter.
b. EMT acceptable in all other applications not noted above up to 4", where used in conjunction with specified Raintight (compression) couplers.

2. Interior, Exposed, Wet and Damp Locations:
a. Type RSC.
b. At interior locations over 8 feet above finished floor, EMT acceptable.

3. Interior, Hazardous Locations.
a. Type RSC
b. Type IMC, where permitted by the CEC.

4. Interior, exposed or concealed, dry locations:
a. RSC, if subject to physical abuse.
b. EMT, if not subject to physical abuse.

5. Interior, concealed, damp locations, including in masonry walls. a. RSC

6. Embedded in Concrete.
a. RSC or rigid non-metallic conduit.
b. P C Type DB-120.

7. Transition from walls to open plan furniture systems:
a. Liquidtight.

3.2 GENERAL RE UIREMENTS
A. Refer to the manufacturer's instructions and conform thereto.

B. Distribution Pathway via EMT Raceway:

1. The EMT conduit is to be installed meeting the NEC handbook Article 348 Installation Specifications.

2. Provide escutcheon plates for all through wall conduit stubs.

3. All ends of conduits shall be cut square, reamed and fitted with insulated bushing.

4. All conduit which passes through fire walls shall be sealed with fire stop putty after all station wire has been installed.

3.3 MOUNTING AND INSTALLATION DE ICE BOXES
A. Conform to the more restrictive of NEMA OS 3-2002 and the following.

B. Provide backboxes at all communications systems devices. Installation of device plates directly to wall surface without use of a backbox, unless specifically directed on plans, is unacceptable.

C. The distance between pull boxes shall not exceed 150 feet or more than two 90 degree bends.

D. Align boxes plumb with floor and surrounding construction. At door frames, locate 4" from frame. erify placement with Owner's Representative details to ensure that box clears all trim, etc.

E. Support and fasten boxes securely. At stud walls use rigid bar hangers, attached to hanger with stud and nut.

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F. At existing locations, provide cutting, patching and finishing as required to maintain or restore finishes so that resulting installation is integrated into the Architectural decor of the particular location.

G. Mounting Height: the mounting height of a wall-mounted outlet box is defined as the height from the finished floor to the horizontal center line of the cover plate.

H. Mount outlet boxes with the long axis vertical. Three or more gang boxes shall be mounted with the long axis horizontal.

I. Install wiring jacks and outlet devices only in boxes which are clean; free from excess building materials, dirt, and debris.

J. Install wiring jacks and outlet devices after wiring work is complete.

3.4 TERMINAL CABINETS, JUNCTION BOXES AND PULL BOXES
A. General

1. Thoroughly examine site conditions for acceptance of cabinets and enclosures installation to verify conformance with manufacturer and specification tolerances. Do not commence with installation until all conditions are made satisfactory.

B. Set cabinets and enclosures plumb and symmetrical with building lines. Furnish and install all construction channel bolts, angles, etc. required to mount all equipment.

C. Cabinets and enclosures shall be anchored and braced to withstand seismic forces calculated in accordance with standards referenced in Section 17029.

D. "Train" interior wiring, bundle and clamp using specified plastic wire wraps.

Separate power and signal wiring.

E. Replace doors or trim exhibiting dents, bends, warps or poor fit that may impede ready access, security or integrity.

F. Terminate conduit in cabinet with lock nut and grounding bushing.

G. Cleaning

1. Touch-up paint any marks, blemishes or other finish damage suffered during installation.

2. acuum clean cabinet on completion of installation.

3.5 SUPPORT
A. Provide supports for raceways as specified in Section 17029 - Hangers and Supports for Communications Systems.

B. All raceways installed in exposed dry locations shall be grouped in a like arrangement and supported by means of conduit straps, wall brackets or trapeze hangers in accordance with Code and the requirements of the this Section and Section 17029 - Hangers and Supports for Communications Systems. Fasten all hangers from the building structural system.

C. Provide supports and mounting attachments per the most restrictive of Code and the following.

Raceway No of Location Support Spacing
Size cables in (feet)
(inches) run RSC EMT
Horizontal Runs
1/2, 3/4 1-2 Flat Ceiling Wall Runs 5 5
1/2, 3/4 1-2 Where access limited to building 7 7

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structure
1/2, 3/4 • Any location 7 7
• 1-2 Flat ceiling or wall 6 6
• 1-2 Where access limited to building 10 10
structure
1• 3• Any locations 10 10
Any Any Concealed 10 10
ertical
Runs
1/2, 3/4 Any Exposed 7 7
1, 1-1/4 Any Exposed 8 8
1-• Any Exposed 10 10
D. Install no more than one coupling or device between supports.

E. Conduit support.

1. As specified in Section 17029 - Hangers and Supports for Communications Systems.

F. The Owner's Representative reserves the right to request additional supports where in their sole opinion said supports are required. Any additional supports shall be installed at no additional cost to the Owner.

3.6 PENETRATIONS
A. Gypsum Wall Board Penetrations: Provide circular penetrations maximum 1/8" inch larger than outer diameter of conduit being used. On both sides of the wall fill space between conduit and wall with joint compound, depth to match gypsum board thickness.

B. Install UL listed fire-stop system whenever a raceway penetrates a firewall in conformance with the manufacturer's directions, the published systems assembly requirements, CBC Section 709 and 710 and CEC 300-21, whichever is the most restrictive. At cable tray penetrations, provide pillow type removable fire stop per CBC Section 709 and 710, the published systems assembly requirements and the manufacturer's directions, whichever is the most restrictive.

C. All communications systems conduit openings in walls and floors are the responsibility of the Contractor. Install sleeves shown on the drawings when the concrete is poured. Any openings required after the concrete has set maybe core drilled.

3.7 RACEWAY INSTALLATION, GENERAL
A. Raceway runs are shown schematically. Install concealed unless specifically shown otherwise. Supports, pull boxes, junction boxes and similar generally not indicated.

Provide where designated.

1. Install exposed conduit and raceway parallel and perpendicular to nearby surfaces or exposed structural members, and follow the surface contours.

Level and square conduit and raceway runs.

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2. Raceway runs shall be mechanically and electrically continuous between all each equipment rack and utility demarcation point, receptacle and/or surface raceway strip, as applies.

3. Each conduit shall enter and be securely connected to a cabinet, junction box, pull box, or outlet by means of a locknut on the outside and a bushing on the inside or by means of a liquid-tight, threaded, self-locking, cold-weld type wedge adapter.

4. Bends.
a. All bends or elbows shall have a minimum radius as follows:

Conduit Size Min. Radius (Inches)
8 1 12
1-1/4 18
2 24
2-1/2 24
3 30
3-1/2 30
4 30
5 36
6 42
b. Use factory elbows or machine bends for conduit bends 1-1/4" and larger.

5. Make bends and offsets so the inside diameter is not effectively reduced.

Make bends in parallel or banked runs from the same center line so that the bends are parallel.

6. Install at least one (1) 3/8", 200 pound strength nylon pull cord in all empty raceways.

7. Raceways crossing building expansion joints or in straight runs exceeding 1 00 feet shall be provided with UL listed expansion fittings.

8. Install conduit seals and drains to prevent accumulated moisture in conduits from entering Communications System enclosures.

B. Do not install conduit in concrete slabs unless specifically directed by Owner's Representative. Embedded conduits in concrete slab walls, and columns shall be installed in center third between upper and lower layers of reinforcing steel as directed by the Owner's Representative. Space conduits 8" on center except at cabinet locations where slab thickness shall be increased as directed by the Owner's Representative.

C. All conduits to be kept 12" away from steam or hot water lines. Install horizontal conduit and raceway runs below water and steam piping.

D. Conduit dropping down to equipment shall be as straight as possible without any offsets, parallel or perpendicular to walls, ceilings and other building features.

E. Conduit installed on any equipment shall be run symmetrical with the equipment and in such a manner as to:

1. not to be exposed to damage;

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2. not interfere with access to components of the equipment that will interfere with maintenance operation or;

3. not to be in a manner that the Owner deems detrimental to its operation.

F. Whenever an installation such as that listed occurs, the Contractor shall make all necessary changes at no additional cost to the Owner.

G. All cut ends of conduit, scratches, tool marks, etc. on any metallic raceway installed in the ground or on the exterior of the building shall be treated with two coats of specified Touch Up Paint/Tape.

H. Exposed conduit and metallic surface raceway installed in finished spaces shall be painted to match surrounding surfaces using paint and methods directed by the Owner's Representative.

I. All raceways stubbing up into equipment or racks shall be sealed. Raceways with conductors shall be plugged with duct-seal. Spare raceways shall be capped. Prevent foreign matter from entering conduit and raceway; use temporary closure protection.

Replace conduits containing concrete, varnish or other foreign material.

J. Complete installation of conduit and raceway runs before starting installation of cables/wires within conduit and raceway.

K. Use specified conduit and raceway fittings that are of types compatible with the associated conduit and raceway and suitable for the use and location. Join and terminate conduit and raceway with fittings designed and approved for the purpose of the conduit and raceway system and make up tight.

L. Where chase nipples are used, align the raceway and coupling square to the box and tighten the chase nipple so no threads are exposed.

M. Horizontal conduit or EMT runs, where required and permitted, shall be installed as close to ceiling or ceiling beams as practical.

N. Conduit and EMT connected to wall outlets shall be run in such a manner that they will not cross water, steam or waste pipes or radiator branches.

O. Conduit and EMT shall not be run through beams, purlins or columns except where permission is granted by Owner's Representative in writing.

P. Bond installed metallic raceway in accordance with the requirements of the CEC.

3. RACEWAY FOR ACCESS CONTROL AND INTRUSION DETECTION

SYSTEMS
A. Refer to general requirements herein above.

B. Access control and intrusion detection systems shall be installed in entirely in raceway, including:

1. Rough- in for the field devices as detailed and scheduled on the plans.

2. Pull cabinets located at regular intervals in the building, sized to accommodate the access control and intrusion detection cabling. a. Size raceway between pull cabinets to accommodate fill of field devices.
b. Provide two separate raceway systems.
i. one for power cabling, including power for door locks and field devices.

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ii. one for Access Control and Intrusion Detection System field devices, including card readers, motion detectors, glass break sensors, request-to-exit sensors and similar.
(1) For Owner's Security contractor provided card
readers, assume a 0.26 inch diameter cable is
required from the serving IDF or BD to each door
scheduled to receive a card reader.

3. Gutter at backboard of BD and IDF to terminate the raceway arriving from the pull cabinets and directly from the field devices.

4. Terminal cabinets at backboard of BD and IDF to enclose the TB15's used to terminate the field wiring installed under the work of this contract.

3. HA ARDOUS LOCATIONS
A. Use rigid steel conduit only.

B. Install UL listed sealing fittings that prevent passage of explosive vapors in accordance with the manufacturers written instructions. Locate fittings at suitable, accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank coverplate having a finish similar to that of adjacent plates or surfaces.

C. Install raceway sealing fittings at the following points and elsewhere as indicated:

1. Where conduits enter or leave hazardous locations.

3.10 REUSE OF EXISTING CONDUIT
A. Existing conduit is to be used as a pathway only where so shown on the drawings.

B. Prior to beginning work involving the use of an existing conduit, the Contractor shall consult with the Owner's Representative in order to establish whether or not the conduit contains active service.

C. If no active service exists within the conduit, all cable is to be removed, and work is to proceed.

D. If active service does exist within the conduit and it has been determined that service needs to be disrupted, then work on that conduit shall not proceed until a schedule of service outage has been established by Owner's Representative. Once given permission to proceed, the Contractor shall within the time period of one (l) working day; remove the old cable, install, terminate and test the new cables, and notify the Owner's Representative the work using the specific conduit has been completed.

E. Conduit preparation procedure:

1. Remove existing Wires and Cables (if any).

2. Run a mandrel Y2" smaller than the inside diameter of the conduit through the conduit receiving new wires and cables.

3. If the specified size mandrel will not pass through the existing conduit, start with a smaller size mandrel and increase mandrel size until the specified sized mandrel will pass.

4. Run a wire brush and clean rag with an outside diameter 1/8" larger than the inside of the conduit through the conduit receiving new wires and cables.

5. Repeat above until conduit is clean and materials detrimental to the wire and cables to be installed no longer exit conduit with the clean rag.

3.11 STATION CABLE PATHWAY INSTALLATION

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A. Cut In Boxes and Station Outlet Boxes.

1. Unless otherwise noted on the plans, all cut in boxes and surface station outlet boxes are to be installed at a height of 36" A.F.F. (above finished floor) to center, except for those intended to be used for telephone wall jacks.

Those plates or boxes that are to be used for telephone wall jacks shall be installed at a height of 54 A.F.F. to center.

2. All station outlets shall be installed so that their edges are parallel to the vertical and horizontal edges of the surface on which they are mounted.

END OF SECTION

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SECTION 17036

CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Cable Trays for Communications Cabling.

1. Cable Trays

2. Cable Runways

3. Basket Tray
B. Cable Tray Support

1.2 RELATED WORK UNDER OTHER SECTIONS
A. Section 17010 - Common Work Results for Communications.

B. Section 17026 - Grounding and Bonding for Communications Systems.

C. Section 17029 - Hangers and Supports for Communications Systems.

D. Section 17033 - Conduits and Backboxes for Communications Systems.

E. Section 17053 - Identification for Communications Systems.

F. Section 17100 - Structured Cabling, Basic Materials and Methods.

G. Section 17150 - Communications Horizontal Cabling.

1.3 REFERENCES
A. Usage: In accordance with Section 01110 - Summary of Work.

1. National Electrical Manufacturers Association (NEMA). a. NEMA FG 1 1-1998 Fiberglass Cable Tray Systems.
b. NEMA E 1 1-1998 Metal Cable Tray Systems.
c. NEMA E 2 2001 Metal Cable Tray Installation Guidelines.

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 Common Work Results for Communications.

1.5 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 - Product Requirements.

1.6 SE UENCING
A. Not Used.

PART 2 PRODUCTS

2.1 CABLE TRAY, CABLE RUNWAY AND BASKET TRAY
A. Cable Tray

1. Drawing and spec reference: CTxx-yy, where "xx" denotes nominal width of cable runway in inches and "yy" denotes nominal depth.

2. Construction:
a. Steel or aluminum.
b. Rungs 9" on center, unless otherwise noted.
c. UL Classified splice kits.

3. Approvals:

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a. ASTMA513.
b. California Electrical Code, Article 318.
c. NEMA El Class 12C minimum, or to suit indicated cable and raceway loads, whichever is greater.

4. Manufacturers:
a. B-Line Cable Tray Systems Ladder Type Cable Tray.
b. Globe Tray.
c. PW Industries.
d. Or equal.

B. Cable Runway

1. Drawing and spec reference: CR , where " " denotes nominal width of cable runway in inches.

2. Construction:
a. Solid Steel Side Bar per ASTM A-36 or Tubular Steel Side Bar per ASTM A-513.
b. 1.5" x 0.375 minimum tubular side stringers.
c. UL Classified splice kits.
d. Designed to support at least 100 pounds per foot load with a Safe Working Load deflection of or less.

3. Finish: Telco gray powder coat or gold on zinc plating.

4. Approvals:
a. ASTM A513
b. UL Classified as an equipment grounding conductor.
c. California Electrical Code, Article 318

5. Manufacturers:
a. B-Line Telecom-Saunders SB-17.
b. Chatsworth Products Inc. 11275 series.
c. PW Industries.
d. Or equal.

C. Cable Tray, Open Wire Frame

1. Drawing and spec reference(s): CTWxx-y, where xx denotes the tray width and y the depth of the tray, in inches.

2. Construction.
a. Welded wire mesh with continuous safety edge wire lip. b. Mesh forms grid at nominally 2" by 4".
c. Carbon Steel.
d. Electroplated zinc galvanized.
e. All bends, seams and joints field fabricated from basic straight section pieces and splice components as supplied by the manufacturer.
f. Where supported from ceiling, supported at both sides in trapeze arrangement - centerline support not acceptable.
g. Provides pathway complying with EIA/TIA-569B and NEMA Publications El & E2.
h. Meets requirements of California Electrical Code, Article 318.

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3. Approvals:
a. NEMA Publications El & E2.

4. Manufacturers:
a. B-Line Wire Basket Runway.
b. Cablofil.
c. G.S. Metals Corp.
d. Or equal.

D. Cable Tray, Fiberglass

1. Drawing and spec reference(s): CTFxx-y, where xx denotes the tray width and y the depth of the tray, in inches.

2. Construction
a. Non-metallic, Non-conductive, Fiberglass Construction, suitable for continuous exterior exposure in a marine environment.
b. Deep structural C-form side channels.
c. Ladder rungs at 9" O.C., UON
d. All bends, seams and joints field fabricated from basic straight section pieces and splice components as supplied by the manufacturer.

3. Approvals:
a. UL Listed as a system.
b. ASTMA568.
c. NEMA Publication FGl.
d. NEMA 12C.
e. California Electrical Code, Article 318.3.
f. Meets ASTM E-84 smoke density rating; Polyester 680, inyl Ester 1025.
g. Class 1 Flame Rating and self-extinguishing requirements of ASTM D-635.

4. Manufacturers:
a. Enduro Composite Systems.
b. Robroy.
c. PW Industries.
d. Or equal.

PART 3 EXECUTION

3.1 C T A
A. Unless otherwise noted, communications cable tray installations shall conform to the following:

1. Type CT - Within Communications Rooms (including Telecomm Building (ADF), BDF and IDF spaces).

2. Type CTW - Horizontal station cabling outside of the communications rooms where shown on plans or where more than 100 cables are supported, whichever is greater.

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3. Type CR - Wherever vertical transitions from ceiling or floor sleeves are required within the Communications Room.

3.2 I
A. Provide all required supports, fittings and accessories for a complete system as described in NEMA E-2, by Code, manufacturer recommendation or as shown on the plans, whichever is most restrictive.

B. Bond sections to one another and to building ground.

C. Access Clearance. Maintain access for use by Owner's personnel to tray as described below. Coordinate installation with work of structural, mechanical, plumbing/fire protection and electrical trades to maintain required access.

1. Unless shown otherwise on the plans, provide a clear access of at least 24" wide along one side of each tray for use by Owner's personnel.

2. Unless shown otherwise on the plans, installation to maintain at least 12" vertical clearance over the top of each tray for use by Owner's personnel.

3.3 S
A. Support in accordance with the most restrictive of the following:

1. Contractor's engineered means of engineered support submitted in accordance with the requirements of 17010 - Common Work Results for Communications and Section 17029 - Hangers and Supports for Communications Systems.

2. California Building Code, including but not limited to requirements of olume 2, Chapter 16, Division N, Section 1632 and Table 16-0.

3. Metallic Cable Tray: NEMA E 2-2001, or latest edition.

4. Fiberglass Cable Tray: NEMA FG-I-1998, or latest edition.

B. Provide lateral sway bracing as required by Code.

END OF SECTION

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SECTION 17053

IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
PART 1 GENERAL

1.1 SUMMARY
A. Provide all labor, materials, tools, and equipment required for permanent intelligible labeling on, or adjacent to, all cabling, connectors, innerduct, faceplates, jacks, receptacles, controls, fuses, circuit breakers, patching jacks, and racks.

B. This section includes minimum requirements for the following:

1. Labeling Communications Cabling

2. Labeling Closet Hardware

3. Labeling Work Stations

4. Labeling Pathways, Spaces, Grounding and Bonding.

C. Refer to detailed plans for additional requirements.

D. Clearly and distinctly indicate the function of the item.

E. Coordinate with Record Drawings

1.2 REFERENCES
A. Usage: In accordance with Section 01110 – Summary of Work.

B. American Society for Testing and Materials (ASTM)

1. ASTM D 709(2001) Laminated Thermosetting Materials
C. Electronic Industries Alliance (EIA)

1. EIA TIA/EIA-606-A(2002) Administration Standard for Commercial Telecommunications Infrastructure (ANSI/TIA/EIA-606)
D. Underwriters Laboratories (UL)

1. UL 969 (1995: R 2001) Marking and Labeling Systems

1.3 UALITY ASSURANCE
A. Identification and administration work specified herein shall comply with the applicable requirements of:

1. ANSI/TIA/EIA-606-A Administration Standards.

2. ANSI/TIA/EIA-569B Pathway and Spaces

3. ANSI/TIA/EIA-568B Telecommunications Cabling Standard

4. BICSI Telecommunications Distribution Methods Manual

5. UL 969 (1995; R 2001) Marking and Labeling Systems.

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 – Administrative Requirements and Section 17010 – Common Work Results for Communications.

1.5 DELI ERY, STORAGE, AND HANDLING
A. Procedures: In accordance with Section 01600 – Product Requirements.

1.6 SE UENCING
A. Not Used.

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PART 2 PRODUCTS

2.1 COMMUNICATIONS CABLING LABELS, INTERIOR
A. Shall meet the legibility, defacement, exposure, and adhesion requirements of UL 969.

B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.

C. Provide vinyl substrate with a white printing area and black print. If cable jackets are white, provide cable label with printing area that is any other color than white, preferably orange or yellow – so that the labels are easily distinguishable.

D. Shall be flexible vinyl or other substrates to apply easy and flex as cables are bent.

E. Shall use aggressive adhesives that stay attached even to the most difficult to adhere to jacketing.

F. Manufacturers:

1. Cable Type – Silver Satin
a. Brady TLS2200 labels – PTL-31-427
b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal.

2. Cable Type – 4 pair UTP
a. Brady TLS2200 labels – PTL-31-427
b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal.

3. Cable Type – 4 Pair STP
a. Brady TLS2200 labels – PTL-21-427
b. Brady laser printable labels – LAT-19-361
c. Or equal.

4. Cable Type – 25 pair copper
a. Brady TLS2200 labels – PTL-21-427
b. Brady laser printable labels – LAT-19-361
c. Or equal.

5. Cable Type – 50 pair copper
a. Brady TLS200 labels – PTL-33-427
b. Or equal.

6. Cable Type – 100 pair copper
a. Brady TLS2200 labels – PTL-34-427
b. Or equal.

7. Cable Type – 6-12 strand fiber
a. Brady TLS2200 labels – PTL-21-427
b. Or equal.

8. Cable Type – RG-6 Coax
a. Brady TLS2200 labels – PTL-31-427, PTL-32-427
b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal.

9. Cable Type – RG-59 Coax
a. Brady TLS2200 labels – PTL-31-427, PTL-32-427
b. Brady laser printable labels – LAT-18-361, LAT-53-361

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10. Cable Bundles
a. Brady TLS2200 labels – PTL-12-109
b. Or equal.

2.2 COMMUNICATIONS CABLE LABELS, OUTSIDE PLANT
A. Cable Tags in Manholes, Handholes, and aults

1. Provide tags for communications cable or wire located in manholes, handholes, and vaults.
a. The tags shall be polyethylene.
b. The tags shall be machine printed – handwritten tags are not acceptable.

2. Polyethylene Cable Tags
a. Provide tags of polyethylene that have an average tensile strength of 3250 pounds per square inch; and that are .08 inch thick (minimum), non-corrosive, non-conductive, resistive to acids, alkalis, organic solvents, and salt water; and distortion resistant to 170 degrees F. b. Provide .05 inch (minimum) thick black polyethylene tag holder. c. Provide a one-piece nylon, self-locking tie at each end of the cable tag.
d. Ties shall have a minimum loop tensile strength of 175 pounds. The cable tags shall have black block letters, numbers, and symbols one inch high on a yellow background.
e. Letters, numbers, and symbols shall not fall off or change positions regardless of the cable tag s orientation.

3. Manufacturers:
a. Brady
b. Or equal.

2.3 CLOSET HARDWARE LABELS
A. Shall meet the legibility, defacement, exposure, and adhesion requirements of UL 969.

B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.

C. Where insert type labels are used provide clear plastic cover over label.

D. Manufacturer:

1. Copper Patch Panels
a. 6 port group
i. Ortronics OR-70700408
ii. Or equal.
b. Patch Panel Name Label
i. Brady
ii. Or equal.

2.4 GROUNDING AND BONDING, PATHWAY, AND SPACE LABELS
A. Shall meet the legibility, defacement, exposure and adhesion requirements of UL 969.

B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.

C. Manufacturers:

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1. Brady Corporation
a. TLS2200 labels
i. PTL-20-422, Size 2.0 x 1.0
ii. PTL-22-422, Size 3.0 x 1.0
iii. PTL-37-422, Size 3.0 x 1.9
iv. PTL-23-422, Size 4.0 x 1.0
v. PTL-38-422, Size 4.0 x 1.0
b. Laser printable labels
i. LAT-13-747, Size 1.875 x 0.833
ii. LAT-24-747, Size 1.75 x 1.0
iii. LAT-32-747, Size 3.0 x 0.9
iv. LAT-33-747, Size 2.0 x 1.437
v. LAT-34-747, Size 3.0 x 1.437
c. Continuous tape for TLS2200
i. PTL-8-422, Size 0.5 , white polyester
ii. PTL-8-430, Size 0.5 , clear polyester
iii. PTL-8-439, Size 0.5 , white vinyl
iv. PTL-42-439, Size 1.0 , white vinyl
v. PTL-43-439, Size 1.9 , white vinyl

2. Or equal.

2.5 WORKSTATION LABELS
A. Shall meet the legibility, defacement, exposure and adhesion requirements of UL 969.

B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.

C. Where insert type labels are used provide clear plastic cover over label.

D. Manufacturers:

1. Ortronics OR-70400411

2. Or equal.

2.6 NAMEPLATES
A. Field Fabricated Nameplates

1. Features/Function/Construction
a. Provide laminated plastic nameplates for each equipment enclosure, relay, switch, and device; as specified or as indicated on the drawings.
b. Comply with ASTM D 709.
c. Each nameplate inscription shall identify the function and, when applicable, the position.
d. Nameplates shall be melamine plastic, 0.125 inch thick, white with black center core.
e. Surface shall be matte finish.
f. Corners shall be square.
g. Accurately align lettering and engrave into the core. h. Minimum size of nameplates shall be 1 x 2.5 .
i. Lettering shall be a minimum of 0.25 inch high normal block style.

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PART 3 EXECUTION

3.1 GENERAL
A. Apply labeling to clean surfaces free of oil, dust, solvents, or loose material.

B. Apply after Project painting in area of application is complete.

C. Apply to locations where labeling will not be damaged, covered over, or in the way of the infrastructure or system.

D. Apply labeling right side up, parallel to major edges of surfaces to which it is applied. When no line is evident, apply parallel to the floor line. Correct conditions of labeling applied out of true.

E. Protect installed labeling from damage.

F. Replace labeling that is defaced, illegible or peeling off the surface to which it is applied.

3.2 IDENTIFICATION LABELING
A. The Owner will provide the Contractor copies of the Contract Drawings showing station outlets with Owner assigned data & voice jack ID numbers. Label all installed work according to this master set.

B. Workstation faceplates

1. Workstation faceplates shall be labeled according to the format fs-n, where:
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located
n three numeric characters designating the port on a patch panel on which a four-pair horizontal cable is terminated in the BDF
E : Faceplate with cables terminating on the 6th ports of each patch panel in the second BDF on the first floor is identified as:
1B-006

2. The cover plate areas directly above and beneath the jacks are the labeling areas. In the top area, using the specified means, label the faceplate number assigned on the contract documents.

C. Pathways

1. Pathways shall be marked at each endpoint and at all intermediate pull or junction boxes. In the case of partitioned pathways (i.e. innerduct) each partition shall have a unique identifier.

2. Use adhesive type labels as specified in the Products portion of this section.

D. Labels shall be affixed at the entry to all telecommunications rooms and spaces (including entrance facilities, communication equipment rooms, communication equipment spaces and work areas).

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1. Use adhesive type labels for all communications space labeling as specified in the Products portion of this section.

2. Affix labels to entrance doors – coordinate location with Owner s Representative.

E. Cables

1. Horizontal, Building Backbone, and Campus Backbone cables shall be marked within 12 of each endpoint or to innerduct in which the cable is installed.

2. Except where installed in innderduct or conduit, all backbone fiber optic cable shall have affixed to the outer jacket, labels of a bright color that contain at least the legend FIBER OPTIC CABLE. These labels must be affixed at intervals no greater than 10 ft.

3. Within every manhole, vault, or pullbox and within 4 ft of the entrance into a building every backbone cable s assigned identifier shall be affixed to either the cable s outer jacket or to an innerduct in which the cable is installed.

4. Any cable installed in conduit shall be labeled at all intermediate pull or junction boxes.

5. Use adhesive type labels as specified in the Products portion of this section.

6. Affix labels to cables – marking cables is not permitted.

7. Where cable is fully encased in innerduct, label the outside of the innerduct with the cable label and, where the contents are fiber optic cabling, the FIBER OPTIC CABLE label.

8. Horizontal cables shall be labeled according to the format fs-an, where:
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located
a one or two alpha characters uniquely identifying a single patch panel or a group of patch panels with sequentially numbered ports
n three numeric characters designating the port on a patch panel on which a four-pair horizontal cable is terminated in the BDF
E : 9th cable terminating on the first patch panel in the 3rd BDF on the 8th floor is identified as:
8C-A009

9. A unique building backbone pair or optical fiber identifier shall be used to identify each single copper pair or each single optical fiber in a backbone cable between two BDFs in one building, and shall have a format fs1/fs2-n.d, where:
fs1/fs2-n a building backbone cable identifier

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d two to four numeric characters identifying a single copper pair or a single optical fiber
E : Building backbone fiber connecting BDFs 1A and 2A within a building
Cable 1, Pair 1 1A/2A-1.1,2
Cable 1, Pair 2 1A/2A-1.3,4
Cable 1, Pair 3 1A/2A-1.5,6

10. A unique campus backbone pair or optical fiber identifier shall be assigned to each pair or optical fiber in a backbone cable connecting BDFs in different buildings, and it shall have the format b1-fs1 /b2-fs2 -n.d, where:
b1-fs1 /b2-fs2 -n campus backbone cable identifier
d two to four numeric characters identifying a single copper pair or a single optical fiber
E : Campus backbone fiber Cables 1 and 2 connecting Building SLO101, BDF 1A, and Building SLO108, BDF 1B
Cable 1, Pair 1 SL0101-1A / SL0108-1B -1.1,2
Cable 1, Pair 2 SL0101-1A / SL0108-1B -1.3,4
Cable 2, Pair 1 SL0101-1A / SL0108-1B -2.1,2
Cable 2, Pair 2 SL0101-1A / SL0108-1B -2.3,4
F. Patch Panels

1. Fiber patch panels shall be marked using adhesive labels indicating the identifiers of all fibers installed to them.

2. If not shown on the contract documents, Owner s Representative will provide specific fiber ID information.

3. Category rated patch panels shall be labeled according to the format fs-a, where:
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located
a one or two alpha characters uniquely identifying a single patch panel or a group of patch panels with sequentially numbered ports

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E : First patch panel in the first BDF of the first floor is identified as:
1A-A
G. 66 Blocks

1. Each cable termination position on 66 blocks shall be labeled with number designators.
a. All backbone copper cable termination blocks shall be labeled with both the pair count of every 5th pair and the cable s assigned identifier.

H. Grounding and Bonding

1. The Telecommunications Main Grounding Busbar (TMGB) shall be labeled as such with an adhesive type label affixed reading TMGB.

2. The Telecommunications Grounding Busbar (TGB) within a BDF shall be labeled as such with an adhesive type label affixed which follows the format TGB-fs, where:

TGB Telecommunications Grounding Busbar
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located

3. The conductor connecting the TMGB to the building ground shall be labeled at each end with an adhesive label affixed in a visible location as close as practicable to the bonding point at each end of the conductor. The label shall follow the format BC-TMGB, where:

BC Bonding Conductor
TMGB Telecommunications Main Grounding Busbar
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located

4. The conductor connecting the TGB within a BDF to the building ground shall be labeled at each end with an adhesive label affixed in a visible location as close as practicable to the bonding point at each end

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of the conductor. The label shall follow the format BC-TGB-fs, where:

BC Bonding Conductor
TGB Telecommunications Grounding Busbar
f numeric character(s) identifying the floor of the building occupied by the BDF
s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located
I. Firestops

1. Each firestop shall be labeled at each location where firestopping is installed, on each side of the penetrated fire barrier, within 12 inches of the firestopping material.

2. Firestops shall be labeled according to the format FS-fn, where:

FS Firestop
f numeric character(s) identifying the floor of the building occupied by the BDF
n = three numeric characters designating firestop sequential number.

END OF SECTION

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SECTION 17100

STRUCTURED CABLING, BASIC MATERIALS METHODS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. This Section defines commons means and methods for the work of the following Sections:

1. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures.

2. Section 17119 - Communications Termination Blocks and Patch Panels.

3. Section 17123 - Communications Cable Management.

4. Section 17150 - Communications Horizontal Cabling.

B. Related work specified in other Sections.

1. Section 16080 - Electrical Commissioning.

2. Section 16261 - Static Uninterruptible Power Supply.

3. Section 16620 - Fire Alarm System.

4. Section 17054 - EMCS - Communications Devices.

1.2 RELATED DOCUMENTS
A. Section 17010 - Common Work Results for Communications applies to the work of this Section.

1.3 REERENCES
A. Usage: In accordance with Section 01110 - Summary of Work.

B. In addition to the requirements of Section 17010 - Common Work Results for Communications, conform to the applicable portions of the following standards agencies:

1. American Society for Testing and Materials (ASTM).
a. ASTM A228/A228M-02 Steel Wire, Music Spring uality.

2. Bellcore.
a. TR-NWT-000253Intermediate Reach, 1,OC3.

3. Telecommunications Industry Association/Electronic Industries Association (TIA/EIA)Telecommunications Industry Association/Electronic Industries Association (TIA/EIA).
a. TIA/EIA-455-B Standard Test Procedure for Fiber Optic Fibers, Cables, Transducers, Sensors, Connecting and Terminating Devices, and other Fiber Optic Components (ANSI/TIA/EIA-455-B-98) Oct. 1998.
b. TIA/EIA-455-1-BFOTPl - Cable Flexing for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-1B-98) Oct. 1998. c. TIA/EIA-455-2-CFOTP2 - Impact Test Measurements for Fiber Optic Devices (ANSI/TIA/EIA0455-2C-98) Jul. 1998.
d. TIA/EIA-455-3-AFOTP3 - Procedure to Measure Temperature Cycling Effects on Optical Fibers, Optical Cable, and Other Passive Fiber Optic Components (May 1989).

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e. TIA/EIA-455-5-CFOTP5 - Humidity Test Procedure for Fiber Optic Components (ANSI/TIA/EIA-455-5C-2002).
f. TIA/EIA-455-7FOTP7 - Numerical Aperture of Step-Index Multimode Optical Fibers by Output Far-Field Radiation Pattern Measurement (ANSI/TIA/EIA-455-7-92) Dec. 1992.
g. TIA/EIA-455-11-BFOTP11 - ibration Test Procedure for Fiber Optic Components and Cables (ANSI/TIA/EIA-455-11B-94) Jut. 1994.
h. TIA/EIA-455-13-AFOTP13 - isual and Mechanical Inspection of Fiber Optic Components, Devices, and Assemblies (ANSI/TIA/EIA455-13A-02). i. TIA/EIA-455-20-BFOTP20 - IEC60793-1-26 Optical Fibers - 1-46:

Measurement Methods and Test Procedures - Monitoring of Changes in Optical Transmittance (ANSI/TIA/EIA-455-20-B-2004).
j. EIA TIA-455-21-A(2) FOTP-21 (r2002) - Mating Durability of Fiber Optic Interconnecting Devices.
k. TIA/EIA-455-25-CFOTP25 - Impact Testing of Optical Fiber Cables and Cable Assemblies (ANSI/TIA/EIA-455-25C-2002).
l. TIA/EIA-455-31-CFOTP31 - Proof Testing Optical Fibers by Tension (ANSI/TIA/EIA-455-31C-95) (R04).
m. TIA-455-33BFOTP33 -Optical Fiber Cable Tensile Loading and Bending Test 2005.
n. TIA/EIA-455-34-AFOTP34 - Interconnection Device Insertion Loss Test (ANSI/TIA/EIA-455-34A-99).
o. TIA/EIA-455-37-AFOTP37 - Low or High Temperature Bend Test for Fiber Optic Cable (ANSI/TIA/EIA-455-37A-93) (R-2002). p. TIA/EIA-455-38FOTP38 - Measurement of Fiber Strain in Cables Under Tensile Load (ANSI/TIA/EIA-455-38-95) Nov. 1995.
q. TIA/EIA-455-39-BFOTP39 - Fiber Optic Cable Water Wicking Test (ANSI/TIA/EIA-45 5- 39B-03).
r. TIA/EIA-455-41-AFOTP41 - Compressive Loading Resistance of Fiber Optic Cables (ANSI/TIA/EIA-455-41A-01).
s. TIA/EIA-455-42-AFOTP42 - Optical Crosstalk in Fiber Optic Components (ANSI/TIA/EIA-455-42-A-1989) (R2001).
t. TIA/EIA-455-43-AFOTP43 - Output Near-Field Radiation Pattern Measurement of Optical Waveguide Fibers (ANSI/TIA/EIA-455- 43A-99) Oct. 1999).
u. TIA/EIA-455-54-BFOTP54 - Mode Scrambler Requirements for Overfilled Launching Conditions to Multimode Fibers
(ANSI/TIA/EIA-455-54B-98) (R2001).
v. TIA/EIA-455-56-BFOTP56 -Test Method for Evaluating Fungus Resistance of Optical Fiber and Cable (ANSI/TIA/EIA-455-56B-95) (R2004).

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w. TIA/EIA-455-57-BFOTP57 - Preparation and Examination of Optical Fiber Endface for Testing Purposes (ANSI/TIA/EIA-455- 57B-96) (R2000).
x. TIA/EIA-455-64FOTP64 - Procedure for Measuring RadiationInduced Attenuation in Optical Fibers and Optical Cables (ANSI/TIA/EIA-455-64-97) (R2002).
y. TIA/EIA-455-67AFOTP67 - IEC 60793-1-51 Optical Fibers Part 1- 51: Measurement Methods and Test Procedures - Dry Heat
(ANSI/TIA-455-67 -A-2003).
z. TIA/EIA-455-72FOTP72 - Procedure for Measuring Temperature and Humidity Cycling Aging Effects on Optical Characteristics of Optical Fibers (ANSI/TIA/EIA-455-72-97) (R2001).
aa. TIA/EIA-455-73FOTP73 - Procedure for Measuring Temperature and Humidity Cycling Aging Effects on Mechanical Characteristics of Optical Fibers. (ANSI/TIA/EIA-455-73-97) (R2001).
ab. TIA/EIA-455-74AFOTP74 - IEC 60793-1-53 Optical Fibers Part 1- 53: Measurement Methods and Test Procedures - Water Immersion. ac. TIA/EIA-455-78-BFOTP-78 - IEC 60793-1-40 Optical Fibers Part 140: Measurement Methods and Text Procedures – Attenuation. ad. TIA/EIA-455-80-CFOTP80 - IEC 60793-1-53 Optical Fibers Part 1- 44: Measurement Methods and Test Procedures - Cut-off.
ae. TIA/EIA-455-84-BFOTP84 - Jacket Self-Adhesion (Blocking) Test for Fiber Optic Cable (ANSI/TIA/EIA-455-84B-98) (R 2003). af. TIA/EIA-455-85-AFOTP85 - Fiber Optic Cable Twist Test (ANSI/TIA/EIA-455-85A-92) (R99) May. 1999.
ag. TIA/EIA-455-86FOTP86 - Fiber Optic Cable Jacket Shrinkage (ANSI/TIA/EIA-455-86-83) (R 90) (R99) May. 1999.
ah. TIA/EIA-455-87-BFOTP87 - Fiber Optic Cable Knot Test (ANSI/TIA/EIA-455-87B-93) (R99) May. 1999.
ai. TIA/EIA-455-88FOTP88 - Fiber Optic Cable Bend Test Jun. 2001. aj. TIA/EIA-455-89-BFOTP89 - Optical Fiber Cable Jacket Elongation and Tensile Strength (ANSI/TIA/EIA-455-89B-98) (R 2003). ak. TIA/EIA-455-91FOTP9l - Fiber Optic Cable Twist-Bend Test (ANSI/TIA/EIA-455-9l-86) (R 2003).
al. TIA/EIA-455-95-AFOTP95 - Absolute Optical Power Test for Optical Fibers and Cables (ANSI/TIA/EIA-455-95-A-2000) Apr. 2000.
am. TIA/EIA-455-l 00-AFOTP100 - Gas Leakage Test for Gas-Blocked Fiber Optic Cables (ANSI/TIA/EIA-455-l00A-89) (R99) May. 1999. an. TIA/EIA-455-l04-AFOTP104 - Fiber Optic Cable Cyclic Flexing Test (ANSI/TIA/EIA-455-l04A-93)(R2000) Jul. 2000.
ao. TIA/EIA-455-1 07-AFOTP 1 07 - Determination of Component Reflectance or Link/System Return Loss Using a Loss Test Set (ANSI/TIA/EIA-455-107A-99) Feb. 1999.

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ap. TIA/EIA-455-111FOTP111 - Procedure for the Measurement of Optical Fiber Curl (ANSI/TIA/EIA-455-111-2000) Jul. 2000. aq. TIA/EIA-455-113FOTP113 - Polarization-Mode Dispersion Measurement of Single-Mode Optical Fibers by the Fixed Analyzer Method (ANSI/TIA/EIA-455-113-96) (R 2001).
ar. TIA/EIA-455-122AFOTP122 - Polarization-Mode Dispersion Measurement for Single-Mode Optical Fibers by Stokes Parameter Evaluation (ANSI/TIA/-455-122-A-02).
as. TIA/EIA-455-123FOTP123 - Measurement of Optical Fiber Ribbon Dimensions (ANSI/TIA/EIA-455-123-2000) Jun. 2000.
at. TIA/EIA-455-124AFOTP124 - Polarization-Mode Dispersion Measurement for Single-Mode Optical Fibers by Interferometry (ANSI/TIA/EIA-455-124-A-04).
au. TIA/EIA-455-126FOTP126 - Spectral Characterization of LEDs (ANSI/TIA/EIA-455-126-2000) Feb. 2000.
av. TIA/EIA-455-128FOTP128 - Procedures for Determining Threshold Current of Semiconductor Lasers (ANSI/TIA/EIA-455-128-96) (R 2003).
aw. TIA/EIA-455-129FOTP129 - Procedures for Applying Human Body Model Electrostatic Discharge Stress to Package Optoelectronic Components (ANSI/TIA/EIA-455-129-96) (R 2003).
ax. TIA/EIA -4 5 5-131 FOTP 131 - Measurement of Optical Fiber Ribbon Residual Twist (ANSI/TIA/EIA-455-131-97) (R2000) Oct. 2000.
ay. TIA/EIA-455-132-AFOTP132 - Measurement of the Effective Area of Single-Mode Optical Fiber (ANSI/TIA/EIA-455-132-2001) Jun. 2001.
az. TIA/EIA-455-133AFOTP133 IEC-60793-1-22 Optical Fibers - Part 1-22: Measurement Methods and Test Procedures - Length
(ANSI/TIA-455-133-A-03).
ba. TIA/EIA-455-134FOTP134 - Measurement of Connector Ferrule Hole Inside Diameter (ANSI/TIA/EIA-455-134-96) (R 2002). bb. TIA/EIA-455-135FOTP135 - Measurement of Connector Ferrule Inside and Outside Diameter Circular Runout (ANSI/TIA/EIA-455- 135-96) (R 2002).
bc. TIA/EIA-455-141FOTP141 - Twist Test for Optical Fiber Ribbons (ANSIITIA/EIA-455-141-1999) Oct. 1999.
bd. TIA/EIA-455-157FOTP157 - Measurement of Polarization Dependent (PDL) of Single-mode Fiber Optic Components
(ANSI/TIA/EIA-455-157-2000) May. 2000.
be. TIA/EIA-455-158FOTP158 - Measurement of Breakaway Frictional Force in Fiber Optic Connector Alignment Sleeves (ANSI/TIA/EIA455-158-97) (R 2001).

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bf. TIA/EIA-455-160AFOTPI60 - IEC 60793-1-50 Optical Fibers - Part 1-50: Measurement Methods and Test Procedures - Damp Heat (Steady State) (ANSI/TIA-455-160-A-03).
bg. TIA/EIA-455-162-AFOTPI62 - Fiber Optic Cable TemperatureHumidity Cycling (ANSIITIAIEIA-455-162A-99) Aug. 1999. bh. TIA/EIA-455-175-BFOTPI75 - IEC 60793-1-42 Optical Fibers Part 1-42: Measurement Methods and Test Procedures - Chromatic Dispersion (ANSI/TIA-455-175-B-03).
bi. TIA/EIA-455-176AFOTPI76 - IEC 60793-1-20 Optical Fibers Part 1-20: Measurement Methods and Test Procedures - Fiber Geometry (ANSI/TIA-455-176-A-03).
bj. TIA/EIA-455-177-BFOTPI77 - IEC 60793-1-43 Optical Fibers Part 1-43: Measurement Methods and Test Procedures - Numerical Aperture (ANSI/TIA-455-177-B-03).
bk. TIA/EIA-455-178-BFOTPI78 - IEC 60793-1-32 Optical Fibers Part 1-32: Measurement Methods and Test Procedures - Coating Stripability (ANSI/TIA-455-178-B-03).
bl. TIA/EIA-455-180-AFOTPI80 - Measurement of the Optical Transfer Coefficients of a Passive Branching Device (Coupler)
(ANSI/TIA/EIA-455-180-A-99) Dec. 1999.
bm. TIA/EIA-455-181FOTPI81 - Lightning Damage Susceptibility Test for Fiber Optic Cables with Metallic Components (ANSI/TIA/EIA - 455-181-92) (2001) Jul. 2001.
bn. TIA/EIA-455-183FOTPI83 - Hydrogen Effects on Optical Fiber Cable (ANSI/TIA/EIA-455-183-2000) Jul. 2000.
bo. TIA/EIA-455-184FOTPI84 - Coupling Proof Overload Test for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-184-91) (R95) (R99) Oct. 1999.
bp. TIA/EIA-455-185FOTPI85 - Strength of Coupling Mechanism for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-185-91) (R95) (R99) Oct. 1999.
bq. TIA/EIA-455-186FOTPI86 - Gauge Retention Force Measurement for Fiber Optic Components (ANSI/TIA/EIA-455-186-91) (R 2004). br. TIA/EIA-455-187FOTPI87 - Engagement and Separation Force Measurement of Fiber Optic Connector Sets (ANSI/TIA/EIA-455- 187-91) (R 2004).
bs. TIA/EIA-455-191-BFOTPI91 - IEC 60793-1-45 Optical Fibers Part 1-45: Measurement Methods and Test Procedures - Mode Field Diameter (ANSI/TIA-455-191-B-2003).
bt. TIAIEIA-455-192FOTPI92 - H-Parameter Test Method for Polarization- Maintaining Optical Fiber (ANSIfTIAIEIA-455-192- 99) May. 1999.
bu. TIA/EIA-455-193FOTPI93 - Polarization Crosstalk Method for Polarization-Maintaining Optical Fiber and Components
(ANSI/TIA/EIA-455-193-99) May. 1999.

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bv. TIA/EIA-455-194FOTPI94 - Measurement of Fiber Pushback in Optical Connectors (ANSI/TIA/EIA-455-194-2000) Jan. 2000. bw. TIA/EIA/455-195AFOTPI95 - IEC 60793-1-21 Optical Fibers - Part 1-21: Measurement Methods and test Procedures - Coating Geometry (ANSI/TIA-455-195-A-2003).
bx. TIA/EIA-455-197rOTPI97 - Differential Group Delay Measurement of Single-mode Components and Devices by the Differential Phase Shift Method (ANSI/TIA/EIA-455-197-2000) Jul. 2000.
by. TIA/EIA-455-201FOTP201 - Return Loss of Commercial
Polarization - Maintaining Fiber or Polarizing Fiber Pigtailed Devices and Cable Assemblies Aug. 2001.
bz. TIA/EIA-455-203FOTP203 - Launched Power Distribution Measurement Procedure for Graded-Index Multimode Fiber
Transmitters (ANSI/TIA/EIA-455-203-2001) Jun. 2001.
ca. TIA/EIA-455-204FOTP204 - Measurement of Bandwidth on Multimode Fiber (ANSI/TIA/EIA-455-204-2000) Dec. 2000.
cb. TIA/EIA-4920000-B Generic Specification for Optical Waveguide Fibers (ANSI/TIA/EIA-4920000-B-97) (R2002).
cc. TIA/EIA-492AOOO-A Sectional Specification for Class Ia Multimode, Graded-Index Optical Waveguide Fibers
(ANSI/TIA/EIA-492AOOO-A-97) (R 2002).
cd. TIA/EIA-492AAAA-A Detail Specification for 62.5-um Core Diameter/125-um Cladding Diameter Class Ia Graded-Index Multimode Optical Fibers (ANSI/TIA/EIA-492AAAA-A-98) (R 2002).
ce. TIA/EIA-492AAAB Detail Specification for 50-urn Core Diameter/125-um Cladding Diameter Class Ia Graded-Index Multimode Optical Fibers (ANSI/TIA/EIA-492AAAB-98) (R 2002). cf. TIA/EIA-492COOO Sectional Specification for Class I a DispersionUnshifted Single-Mode Optical Fibers (ANSI/TIA/EIA492COOO-98) (R 2002). cg. TIA/EIA-492CAAA Detail Specification for Class I a DispersionUnshifted Single-Mode Optical Fibers (ANSI/TIA/EIA-492CAAA98) May 1998 (R 2002). ch. TIA/EIA-492CAAB Detail Specification for Class I a DispersionUnshifted Single-Mode Optical Fibers with Low Water Peak (ANSI/TIA/EIA-492CAAB-2000) Sep.2000.
ci. TIA/EIA-492EOOO Sectional Specification for Class I d NonzeroDispersion Single-Mode Optical Fibers for the 1550 nm Window (ANSI/TIA/EIA-492EOOO-96) (R 2002).
cj. EIA/TIA-526-7 OFSTP-7 - Optical Power Loss of Installed SingleMode Fiber Cable Plant (2003). ck. EIA/TIA-526-14A OFSTP-14 - Optical Power Loss Measurements of Installed Multimode Fiber Cable Plant (1998) (R 2003).

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cl. TIA-559 Single-Mode Fiber Optic System Transmission Design Mar. 1989 (R 2002).
cm. TIA/EIA-568-B.1 Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements (ANSI/TIA/EIA568-B.1-2001). cn. TIA/EIA-568-B.l-1 Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements - Addendum 1 - Minimum 4-Pair UTP and 4-Pair ScTP Patch Cable Bend Radius (ANSI/TIA/EIA-568-B.I-I-2001).
co. TIA/EIA-568-B.2 Commercial Building Telecommunications Cabling Standard - Part 2: Balanced Twisted Pair Cabling Components (ANSI/TIA/EIA-568-B.2-2001).
cp. TIA/EIA-568-B.3 Optical Fiber Cabling Components Standard (ANSI/TIA/EIA -568- B.3-2000).
cq. TIA-569-B Commercial Building Standard for Telecommunications Pathways and Spaces.
cr. EIA TIA/EIA-604-2-A-2003 FOCIS 2 Fiber Optic Connector Intermateability Standard, Type Fiber Jack Connector.
cs. EIA TIA/EIA-604-3A(2000) FOCIS 3 Fiber Optic Connector Intermateability Standard - Standard Type SC.
ct. EIA TIA/EIA-604-12(2000) FOCIS 12 Fiber Optic Connector Intermateability Standard Type MT-RJ.
cu. EIA TIA/EIA-606-A(2002) Administration Standard for the Telecommunications Infrastructure (ANSI/TIA/EIA-606).

4. Federal Communications Commission (FCC).
a. The Code of Federal Regulations, Title 47, Telecommunications, Chapter 1 - FCC Part 68 (1982 issue or latest revision) (47 CFR 68).

5. Institute of Electrical and Electronic Engineers.
a. IEEE 383-2003 Standard for ualifying Class IE Electric Cables and Field Splices for Nuclear Power Generating Stations.
b. IEEE 100-00 The Authoritative Dictionary of IEEE Standards Terms.

6. Insulated Cable Engineers Association (ICEA).
a. ICEA S-56-434 (1983, 5th Ed.) Polyolefin Insulated
Communication Cables for Outdoor Use.
b. ICEA S-83-596(2001) Fiber Optic Premises Distribution Cable. c. ICEA S-90-661(2002) Category 3,5 and 5e Individually Unshielded Twisted Pair Indoor Cables With or Without Overall Shield for use in General Purpose and LAN Communications Wiring Systems - Technical Requirements.

7. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
(NEMA).
a. NEMA WC 63.1(2000) Twisted Pair Premise oice and Data Communications Cables.

8. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).

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a. NFPA 70 National Electrical Code.

9. Underwriters Laboratories, Inc. (UL).
a. UL 444(2002; Bul. 2002, 2003) Communications Cables. b. UL 910(1998) Flame-Propagation and Smoke-Density alues for Electrical and Optical-Fiber Cables Used in Spaces Transporting Environmental Air.
c. UL 1286(1999; R 2004) Office Furnishings.
d. UL 1581 Reference Standard for Electrical Wires, Cables, and Flexible Cords. Oct. 2001.
e. UL 1666(2000; R 2002) Flame Propagation Height of Electrical and Optical-Fiber Cables Installed ertically in Shafts.
f. UL 1863(2000; R 2004) Communications Circuit Accessories.

1.4 DEFINITIONS
A. Unless otherwise specified or indicated, electrical and electronics terms used in this specification shall be as defined in:

1. ANSI/TIA/EIA-568-B.l.

2. ANSI/TIA/EIA-568-B.2,

3. ANSI/TIA/EIA-568-B.3,

4. ANSI/TIA/EIA-569-B,

5. ANSI/TIA/EIA-606-A,

6. IEEE Std 100 and

7. this Section.

B. Campus Distributor (CD) - A distributor from which the campus backbone cabling emanates. (International expression for main cross-connect (MC).) C. Building Distribution Facility (BDF) - A distributor in which the building backbone cables terminate and at which connections to the campus backbone cables may be made. (International expression for intermediate cross-connect (IC).) D. Floor Distributor (FD) - A distributor used to connect horizontal cable and cabling subsystems or equipment. (International expression for horizontal cross-connect (HC).)
E. Telecommunications Room (TR) - An enclosed space for housing telecommunications equipment, cable, terminations, and cross-connects. The room is the recognized cross-connect between the backbone cable and the horizontal cabling.

F. Entrance Facility (EF) - An entrance to the building for both private and public network service cables (including antennae) including the entrance point at the building wall and continuing to the entrance room or space.

G. Equipment Room (ER) - A centralized space for telecommunications equipment that serves the occupants of a building. Equipment housed therein is considered distinct from a telecommunications room because of the nature of its complexity.

H. Open Cabling - Cabling that is not run in a raceway as defined by NFPA 70. This refers to cabling that is "open" to the space in which the cable has been installed and is therefore exposed to the environmental conditions associated with that space.

I. Open Office - A floor space division provided by furniture, movable partitions, or other means instead of by building walls.

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J. Pathway - A physical infrastructure utilized for the placement and routing of telecommunications cable.

1.5 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.6 DELI ERY, STORAGE AND HANDLING
A. Comply with requirements of Section 01600 - Product Requirements, Section 17010 - Common Work Results for Communications Systems and the following:

B. Shipping Conditions:

1. All cable shall be shipped on reels or manufacturer supplied "handy boxes".

2. The diameter of the drum shall be at least 13 times the diameter of the cable.

3. The reels shall be substantial and so constructed as to prevent damage during shipment and handling.

4. Secure the outer end of the cable to the reel head so as to prevent the cable from becoming loose in transit.

5. Project the inner end of the cable into a slot in the side of the reel, or into a housing on the inner slot of the drum, in such a manner and with sufficient length to make it available for testing.

6. The inner end shall be fastened so as to prevent the cable from becoming loose during installation. End seals shall be applied to each of the cables to prevent moisture from entering the cable.

C. Storage:

1. Retain factory cable protection until installation. Supplement with heavy gauge plastic sheeting if factory protective membrane is pierced prior to installation. Tape ends and seams water and dust tight.

2. The reels with cable shall be suitable for outside storage conditions when the temperature ranges from minus 40 degrees C to plus 65 degrees C, with relative humidity from 0 to 100 percent.

3. Protect cable reels from physical damage from site construction vehicles or from settling into the soil.

4. Equipment, other than cable, to be delivered and placed in storage shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, or other contaminants.

1.7 SE UENCING
A. Not Used.

1. PERFORMANCE STANDARDS
A. Telephone ( oice) Copper Cabling Plant:

1. Suitable for direct connection to the Public Switched Network in accordance with rules set forth by FCC Part 68, California Public Utilities Commission, and other Authorities Having Jurisdiction.

2. Category 3 as defined in TIA/EIA-568-B.2 paragraph 4.4.

B. Horizontal (Station) Copper Cabling – Permanent Link.

Category 6, as defined in ANSI/TIA/EIA-568-B.2-1, Chapter 7 ( a n ans ss n n s), with the test measurements performed in accordance with ANSI/TIA/EIA-568-B.2-1, Annex A ( a n f d as n d s

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na ) using a Level III field tester, as defined in ANSI/TIA/EIA-568-B.2-1, Annex B ( s ns n s n a ). Cabling shall meet or exceed the requirements stated therein.

C. Fiber Optic Cabling

1. Optical Budget, any end to end link not to exceed the sum of the following:
a. Optical fiber loss (attenuation).
b. Splice loss.
c. Connector loss.

2. Optical fiber loss shall be the optical fiber specified cable performance, prorated for total link distance. a. Fiber Loss, Multimode, not to exceed:
i. At 850 nanometers, 3.0 dB per Kilometer.
ii. At 1300 nanometers, 1.0 dB per Kilometer.
b. Fiber Loss, Single mode, Outside Plant Cable, not to exceed:
i. At 1310 nanometers, 0.35 dB per Kilometer.
ii. At 1550 nanometers, 0.25 dB per Kilometer.
c. Fiber Loss, Single mode, Campus Backbone Cable, not to exceed:
i. At 1310 nanometers, 0.4 dB per Kilometer.
ii. At 1550 nanometers, 0.3 dB per Kilometer.

3. Splice Loss.
a. Multimode.
i. 0.15 dB for each fusion splice.
b. Single Mode.
i. 0.06 dB for each fusion splice.

4. Connector Loss
a. Multimode.
i. 0.75 dB for each mated pair of type SC Connector.
b. Single Mode.
i. 0.75 dB for each mated pair of type SC, Ultra Physical Contact Connector.
ii. 0.30 dB for each mated pair of type SC, Angled Physical Contact Connector.

1. TESTING
A. GENERAL

1. Test and report on each intermediate cabling segment separately, including station cabling, horizontal distribution (each segment, if multiple) and telecommunications room wiring.

2. Test each end-to-end cable link.

3. Submit machine-generated documentation and raw data of all test results on Contractor-provided, and Owner's Representative approved, forms; and in electronic format approved by the Owner's Representative.

4. Provide machine-generated data on an appropriate disk media (CD-ROM CD-R format) to be transferred to the Owner's computers.

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a. Where the machine-generated documentation requires use of a proprietary computer program to view the data, provide the Owner with 1 licensed copy of the software.

5. Provide registered testing software used for the actual tests to the Owner for review of test data.

B. Test Equipment:

1. Provide in conformance with the applicable requirements of 17010 Common Work Results for Communications.

2. Test systems using at least one (1) each of the following test measurement devices or their functional equivalents:
a. Level III Category Category 6 Cable Tester – Agilent, Fluke, or equal.
b. Outside Plant oice Cabling Plant tester - capable of detecting shorts, opens, reversals, mis-wiring and crosstwists. (Siemon STM-8, Fluke or equal).
c. Tone Test Sets.
d. Optical power meter (HP, Corning Cable Systems, Fluke or equal).

Site portable communications systems (walkie-talkie, cell phone or similar).
e. Site portable communications systems (walkie-talkie, cell phone or similar).
f. Any other items of equipment or materials required to demonstrate conformance with the Contract Documents.

C. Station Wiring, General.

1. Test station wire only after all pairs of station wire in an work area have been terminated at both ends, and no work of this Section or other Sections may cause physical disturbance to the wiring.

2. Correct any and all transpositions found. Retest.

3. If any conductor in a station wire tests either open or short, then the entire station wire is to be removed, replaced, and re-tested.

D. Inside Category 6 Cabling.

1. Using the listed Category 6 cable test set, test 100 of cabling and submit report on the parameters specified for Category 6 cabling in this Section.

Report whether tested link passes or fails the Category 6 standards in Part 2 of this Section.

2. Note exceptions to required Category 6 standards. Remedy and retest.

E. Telephone: Outside Plant, Inside Riser Wire:

1. General:
a. A new cable shall be tested only after all wires within the cable have been terminated at both ends.
b. For unshielded cable, "measurements to ground" means an electrical connection to the Telecommunications Ground Bus, building steel, electrical metallic conduit or a water pipe.
c. The Contractor shall correct all defects possible.

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d. If less than 100 of cable pairs pass testing, the cable shall be deemed unacceptable and shall be replaced. Contractor shall replace, terminate and test new cable at no additional cost to the Owner.

2. Test procedures:
a. TEST #1 – Continuity:
i. Meter set for 20 ohm full scale ohm reading. Each pair shall be shorted at one end and the loop resistance value read at the other.
ii. The difference between the largest and the smallest resistance reading from each pair in the cable shall be no more than 10 percent of the largest reading.
b. TEST #2 - Balance, Polarity and Conductor Transpositions:
i. Upon passing Test #1, the tester at one end of cable shall ground tip side of each pair in turn. The tester at other end of cable reads resistance to building ground of same conductor. c. RE UIREMENT: Reading for each tip conductor in pair of approximately one-half the loop resistance value from Test #1.

3. Test Report:
a. Submit Test Report. Documentation shall include loop resistance regarding any opens, shorts, transpositions found, as well as corrective action taken to correct any found opens, shorts, or transpositions.

F. Fiber Optic Cabling.

1. Perform fiber optic cable testing on all installed fiber optic cabling. Submit test results. Notify Owner's Representative in writing at least 48 hours in advance that fiber optic cable testing shall commence. Submit calibration certification for testing equipment to be used.

2. Submit test report no later than five (5) business days after the cables are tested.

3. Test and submit optical power loss test results on each fiber, in each cable, and in both directions under final installation conditions. Submit with the following information:
a. Date of test.
b. Name of test personnel.
c. Fiber cable type and part number.
d. Cable Length
e. Fiber strand number, buffer tube color, and strand color. f. T location.
g. R location.
h. Optical Light Source manufacturer, model and serial number. i. Optical Power Meter manufacturer, model and serial number. j. Reference standard, with allowable values for cable attenuation, connector loss, and splice loss.
k. Allowable loss for the link under test, calculated as the sum of cable attenuation plus connector loss plus splice loss.

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l. T wavelength(s).
m. Attenuation in dB at the T wavelength(s).

4. Acceptance Tests.
a. Power Meter Attenuation Test.
i. Perform on all fiber cabling segments.
ii. Method: Perform the following measured attenuation tests using the method B of ANSIlEIAffIA-526-14A for
multimode strands and ANSIlEIA/TIA-526-7 for
singlemode strands. Measure the attenuation of the fiber optic network inclusive of all splices and patch points called for on the Drawings.
iii. Measure attenuation between all the coupling points (when applicable) using the insertion method.
iv. Perform a reference measurement in dBm to determine the injection power level of the stabilized source. Reference cable shall have the same core diameter as strands under test.

Connect the optical source directly to the optical power level meter using 2 reference cables and a coupler.
v. Connect the optical source to the strand under test using I of the 2 reference cables attached to the strand's terminal coupler.
vi. Connect the optical power level meter to the other end of the strand under test through its terminating coupler using the other reference cable.
vii. Obtain the measured attenuation (in dB) by subtracting the reference level (dBm) from the received level (dBm).
(1) Periodically during the acceptance tests, check and document the reference level.
viii. Test each fiber link for overall attenuation from end-to-end in both directions.
ix. Perform the attenuation acceptance test at the 850 nm wavelength for multi-mode and 1310 nm for single-mode.
b. OTDR Distance and Attenuation Assessments.
i. Perform acceptance testing of all reels of fiber optic cable prior to installation.
ii. Perform in accordance with the requirements of:
(1) ANSI/EIA/TIA-568-B.l.
(2) ANSI/EIA/TIA-568- B.3.
(3) TIA/EIA-455-59-A.
iii. Test and submit strip charts and/or tracer recordings on all strands in each tube in every cable in one direction. Submit with the following information:
(1) Date of test.
(2) Name of test personnel.
(3) Test wavelength.

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(4) Pulse duration(s) and scale range(s).
(5) Index of refraction.
(6) Fiber cable type and part number.
(7) Fiber tube and/or fiber strand number.
(8) Direction of test.
(9) Overall distance.
(10) Attenuation in dB.

PART 2 PRODUCTS

2.1 COMMUNICATIONS CABLES AND RELATED
A. General:

1. Cabling shall be UL listed for the application and shall comply with EIA TIA/EIA-568-B.l, TIA/EIA-568-B.2, TIA/EIA-568-B.3 and NFPA 70.

2. Ship cable on reels and/or in boxes bearing manufacture date for UTP in accordance with ICEA S-90-661 and optical fiber cables in accordance with ICEA S-83-596 for all cable used on this project. Cabling manufactured more than 12 months prior to date of installation shall not be used.

3. Comply with applicable Code for insulation, jacket, marking and listing for applicable use.
a. In plenum spaces, provide type CMP or OFNP cabling.
b. In riser spaces, provide type CMR or OFNR cabling.
c. Under outside plant cabling conditions, provide type CM or OFN cabling.

PART 3 EXECUTION

3.1 GENERAL
A. All system cabling and terminations be installed in accordance with the manufacturer's instructions and as shown.

B. All necessary interconnections, services, and adjustments required for a complete and operable system shall be provided. All installation work must be done in accordance with the safety requirements set forth in the general requirements of ANSI C2 and NFPA 70.

C. Coordinate insulation displacement (quick connect) terminal devices with wire size and type. Comply with manufacturer's recommendations. Make connections with automatic impact type tooling set to recommended force.

D. Tin terminated shield drain wires and insulate with heat shrinkable tubing.

E. Dress, lace or harness all wire and cable to prevent mechanical stress on electrical connections. No wire or cable shall be supported by a connection point. Provide service loops where harnesses of different classes cross, or where hinged panels are to be interconnected.

F. Correct unacceptable wiring conditions including but not limited to:

1. Deformed, brittle or cracked insulation.

2. Torn or worn cable jacket.

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3. Excessively scored cable jackets.

4. Insulation shrunken or stripped further than 1/8" away from the actual point of connection within a connector, or on a punch block.

5. Ungrommeted, unbushed, or uninsulated wire or cable entries.

6. Deformation or improper radius of wire or cable.

3.2 SPLICING
A. All wire and cable shall be continuous and splice-free for the entire length of run between designated connections or terminations.

1. At designated splices, maintain conductor color code across all splices. a. All shielded cables shall be insulated. Do not permit shields to contact conduit, raceway, boxes, panels or equipment enclosures. b. Within buildings, make splices only in designated terminal cabinets and/or on designated equipment backboards.

3.3 PULLING IN
A. erify that all raceway has been de-burred and properly joined, coupled, terminated, and bushed prior to installation of cables. erify that all raceway is clear of foreign matter and substances prior to installation of wire or cable.

B. Inspect all conduit bends to verify proper radius. Comply with Code for minimum permissible radius and maximum permissible deformation.

C. Apply a chemically inert lubricant to all wire and cable prior to pulling in conduit.

Do not subject wire and cable to tension greater than that recommended by the manufacturer. Use multi-spool rollers where cable is pulled in place around bends.

Do not pull reverse bends.

D. Provide a box loop for all wire and cable routed through junction boxes or distribution panels. Cable loops and bends shall not be bent at a radius greater than that recommended by the manufacturer.

3.4 SUPPORT
A. Secure all wire and cable run vertically for continuous distances greater than thirty (30) feet. Secure robust non-coaxial cables with screw-flange nylon cable ties or similar devices appropriate to weight of cable. For all other cables, provide symmetrical conforming nonmetallic bushings or woven cable grips appropriate to weight of cable.

B. Separation. Conform to the following table with respect to separation from power and radio frequency (RF) sources. Provide at least twice the listed separation at fluorescent light fixtures, ballasts and similar high intensity Electromagnetic Field sources, including but not limited to motors, transformers and copiers.

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Separation of Telecommunications Cabling and Pathways from 480 or Lower Power Lines
Condition Minimum Separation Distance
2k A 2-5k A 5k A
Unshielded power lines or electrical 5 in. 12 in. 24 in. equipment in proximity to open or
nonmetal pathways
Unshielded power lines in proximity 2.5 in. 6 in. 12 in. to a grounded metal conduit pathway
Power lines enclosed in a grounded N/A 3 in. 6 in.
metal conduit (or equivalent shielding)
in proximity to a grounded metal
conduit pathway
C. Support: Provide support for all cabling. Conform to the restrictions of the National Electric Code and Section 17029.

END OF SECTION

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SECTION 17116

COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Communications racks and cabinets.

B. Communications Rack Mounted Power Protection and Power Strips.

1.2 RELATED WORK IN OTHER SECTIONS
A. Section 17026 - Grounding and Bonding for Communications Systems.

B. Section 17033 - Conduits and Backboxes for Communications Systems.

C. Section 17036 - Cable Trays for Communications Systems.

D. Section 17126 - Communications Rack Mounted Power Protection and Power Strips.

E. Section 17150 - Communications Horizontal Cabling.

1.3 REFERENCES
A. American National Standards Institute (ANSI).

1. EIA-310-D (1992) Cabinets, Racks, Panels, and Associated Equipment (ANSI/EIA/310-D).

2. ANSI-J-STD-607-A Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications (ANSIIJ-STD-607-A-2002).

B. International Conference of Building Officials (lCBO).

1. AC156 ICBO ES Acceptance Criteria for Seismic ualification Testing of Nonstructural Components (Jul. 2004).

C. Telecordia Technologies.

1. Network Equipment Building System (NEBS) GR-63-CORE (Seismic Zone 4).

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods.

1.6 SE UENCING
A. Not used.

PART 2 PRODUCTS

2.1 GENERAL
A. Keys.

1. Key all boxes, cabinets, enclosures, panels, controls, doors and related provided for similar usage within a system identically.

2.2 E UIPMENT ENCLOSURE SYSTEMS
A. General:

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1. Provide enclosure systems including, but not limited to enclosures, cabinets, cases and related panels and accessories as specified herein. Provide size and quantity as shown on drawings or scheduled.

2. Provide color as shown on drawings. If no color is shown on drawings, submit manufacturer's standard color chips for selection.

3. Provide enclosure systems conforming to the UBC/CBC, latest edition, for seismic design.

4. Equipment Enclosures: Each rack provided with frame angles tapped 10-32, ANSI/EIA 310-D Universal Spaced.

B. Relay Rack

1. Drawing Reference(s).
a. R15.
b. R15S.

2. Construction.
a. Two wide vertical side channels tapped with EIA mounting holes on both sides, 3 EIA channel construction.
b. Full 19" wide EIA Frame fits standard equipment forms - assemblies with non-standard opening widths not permitted.
c. Two (2) Base Angles.
d. Two (2) Top angles.
e. 7 ft Tall.
f. 44 EIA Rack Units minimum.
g. Horizontal and vertical cable management unless otherwise indicated on plans.

3. Manufacturers:
a. CPI 46353-703
b. Or equal.

C. Equipment Rack, Zone 4, Front, Rear and Side Access.

1. Drawing References: R22.

2. Construction:
a. Manufacturer tested Zone 4 assembly, rated for at least 900 pounds of uniformly distributed load.
b. ertical Height (Min): 44RU.
c. Depth: 36" minimum.
d. No front or rear door.
e. Fully Adjustable 19" Mounting Rails, DIN Slot on EIA spacing standard.
f. Full height receptacle strip, at least two (2) circuits, 20A, unless otherwise noted, as specified in Section 17126.
g. Provide each rack with the following accessory shelves:
i. One (1) Exhaust Fan Panel, top or rear doors, at least 200 CFM.
h. Gangable. Racks have been designed such that they are suitable for installation either as a single, standalone unit, or in a row of identical racks (gangable).

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i. Single rack installation. Provide side panels at both sides. ii. Multirack installation in a row. Bolt racks together using means provided by manufacturer. Omit side panels except at ends of row of racks - provide at ends of rows of racks.

3. Manufacturers. Provide manufacturer's accessories or 3rd party accessories as specified elsewhere in this Section for other specified elements.

Coordinate selected shelves, fans and similar with rack submitted for finish and mounting means:
a. Middle Atlantic/DataTel MRK4436PRO with MRK-Z4 Base angles, MW4 FT-FC top w/4 fans.
b. Or equal.

2.3 RACK PANELS AND ACCESSORIES
A. Rack Mounting Screws:

1. Screws 10-32; length as required for at least 1/4" excess when fully seated; oval head with black plastic non marring cup washer or equivalent ornamental head; nickel, cadmium or black plated; Phillips, Allen Hex, Square- Tip or Torx drive. Slotted screws are not acceptable.

PART 3 EXECUTION

3.1 MOUNTING
A. Unless otherwise noted, all floor supported equipment racks shall be bolted to the structure in accordance with the requirements of the CBC, the UBC and the contractors approved structural engineering submittal demonstrating the method to be used to conform to these requirements.

B. Rows of identical racks shall be bolted together, in addition to being bolted to the floor, and bonded to form a single electrical ground plane.

C. Wall mounted equipment racks and cabinets shall similarly be bolted to structural members in accordance with the requirements of the CBC, the UBC and the contractors approved structural engineering submittal demonstrating the method to be used to conform to these requirements.

3.2 E UIPMENT ENCLOSURE RACK AND E UIPMENT BACKBOARD

FABRICATION
A. Combustible material, other than incidental trim of indicated equipment, is prohibited within equipment racks.

B. Provide permanent labels for all equipment and devices.

C. Floor racks to be bolted floor unless otherwise indicated.

D. Access shall not require demounting or de-energizing of equipment. Install access covers, hinged panels, or pull-out drawers to insure complete access to terminals and interior components.

E. Provide a permanent label on the front of each equipment rack including the rack designation, and the circuit breaker number and associated electrical distribution panel designation servicing same.

F. Where wiring of mixed types are called for on the plans, maintain separation of wiring classifications as specified in the individual sections of the Communications

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Work. Separately dress, route and land microphone, audio line level and data cables and related on the right side of the equipment enclosure, as viewed from the rear; dress, route, and land loudspeaker level, data and control cables on the left side of the equipment enclosure, as viewed from the rear.

G. Provide vertical wire management of cabling within the rack independent of the adjustable EIA mounting rails. ertical wiring management provided by the contractor within the rack shall not prevent such rails from being moved as required by the Owner.

H. Dress and support cabling at a minimum of 24 inch on center.

I. Access shall not require demounting or de-energizing of equipment or cabling. Install access covers, hinged panels, or pull-out drawers to insure complete access to terminals and interior components.

J. Fasten removable covers containing any wired component with a continuous hinge along one side, with associated wiring secured and dressed to provide an adequate service loop. Provide an appropriate stop locks to hold all hinged panels and drawers in a serviceable position.

K. Provide permanent labels for all equipment and devices. Where possible, fasten such labels to the rack frame or to blank or vent panels which will remain in place when active equipment is removed for possible service.

L. At audio and video jack fields, provide service loop to permit removal of jack fields from rack sufficient to conveniently access all jack contacts for routine cleaning and maintenance. Organize the service loop and harness such that reasonable reconnection of jacks and jack normals is possible without cutting apart the harness.

M. Coordinate the design and execution of wire harnessing of multi-bay audio and video rack ensembles with conditions of delivery to installation locations at Project Site, and with the requirement herein for test of the completely wired system in the shop prior to delivery to the Project Site. Organize the wiring harnesses such that they will fold within one shippable unit without risk of damage, or provide polarized multi-pin connectors and related interconnect systems as specified elsewhere herein.

3.3 SIGNAL GROUNDING BONDING PROCEDURES
A. Comply with National Electrical Code and the California Electric Code. Bond equipment racks to ground in accordance with the California Electric Code and ANSI/EIA/TIA 607 and Section 17026.

B. Unless otherwise noted maintain a unipoint ground scheme.

C. Equipment enclosures shall not be permitted to touch each other unless bolted together and electrically bonded.

END OF SECTION

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SECTION 1711

COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. This Section defines material standards for:

1. Copper Termination Assemblies, including:
a. Rack and cabinet mounted copper patch panels.
b. Backboard, rack and cabinet mounted terminal blocks.

2. Fiber Termination Assemblies, including:
a. Fiber connectors.
b. Rack and cabinet mounted fiber patch panels.
c. Backboard mounted fiber terminal boxes.

3. Hybrid Copper/Fiber Termination Assemblies.

1.2 RELATED WORK UNDER OTHER SECTIONS
A. Section 17010 – Common Work Results for Communications.

B. Section 17026 - Grounding and Bonding for Communications Systems.

C. Section 17100 - Structured Cabling, Basic Materials and Methods.

D. Section 17113 - Communications Entrance Protection.

E. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures.

F. Section 17123 - Communications Cable Management.

G. Section 17130 - Communications Interior Backbone Cabling.

H. Section 17140 - Communications Outside Plant Backbone Cabling.

I. Section 17150 – Communications Horizontal Cabling.

1.3 REFERENCES
A. ELECTRONIC INDUSTRIES ALLIANCE (EIA).

1. EIA-310-D (1992) Cabinets, Racks, Panels, and Associated Equipment (ANSI/EIA/310- D).

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods.

1.6 SE UENCING
A. Not used.

PART 2 PRODUCTS

2.1 COPPER CABLE TERMINATION DE ICES AND RELATED
A. Category 5e oice Termination Block.

1. Drawing reference(s):
a. 66TB6 6 pair

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b. 66TB25 25 pair
c. 66TB50 50 pair
d. 66TB100 100 pair
e. 66TB300 300 pair
f. 66TB600 600 pair

2. General: Insulation displacement connector blocks consisting of oxygen free mechanical fastening system arranged in a flame-retardant molded plastic fastened to a mounting bracket.

3. Features/Functions:
a. "66" type terminals.

4. Construction/Implementation.
a. Provide complete with stand-off mounting bracket.
b. Provide cable management D-rings at the bottom of and between each column of blocks.

5. Manufacturer:
a. Siemon S66M1-50
b. Or equal.

B. Category 5e oice Termination Block with Pre-wired RJ21 (50 Pin) connector.

1. Drawing reference(s):
a. 66PWTB100 100 pair
b. 66PWTB200 200 pair
c. 66PWTB300 300 pair
d. 66PWTB600 600 pair

2. Features/Functions:
a. 66 type terminal block with pre-wired RJ21 connector for 25 pairs on each side of block.
b. Meets or exceeds Category 5e performance.

3. Manufacturers:
a. Siemon S66M2-5W
b. Or equal.

C. Data and oice Icons

1. Icons shall be provided for all patch panel ports.

2. Manufacturer:
a. Icons for Patch Panel A shall be ORANGE, Ortronics P/N OR40323200 (package of 100) or equal. b. Icons for Patch Panel B shall be ORANGE, Ortronics P/N OR40323200 (package of 100) or equal. c. Icons for Patch Panel C shall be ORANGE, Ortronics P/N OR40323200 (package of 100) or equal. d. Icons for Patch Panel D shall be BLUE, Ortronics P/N OR-40326100 (package of 100) or equal.

D. Category 6 Data and oice Patch Panels, Rack Mounted.

1. This section applies to patch panels used to distribute BOTH data and voice connections. See paragraph 2.1.E for specifications for patch panels used to distribute voice only

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2. Drawing Reference: C6PP, where refers to port count.

3. Functions/Features:
a. Shall meet or exceed the current TIA/EIA 568-B.1, B.2 and proposed ISO/IEC 11801-B defined ohm copper cable channel specifications.
b. 19" EIA rack mountable.
c. 24 ports per EIA rack unit (1.75").
d. Arranged in groups of six (6) ports on steel panel.
e. Ports shall be factory numbered, 1 through 96, 1 through 48, and 1 through 24
f. Jacks on front.
g. Terminations on rear.
h. Holder for port identifier designation strips on front. i. Integral cable management bar at rear.

4. Manufacturer:
a. Ortronics Clarity Category 6 96-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD66U96. b. Ortronics Clarity Category 6 48-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD66U48. c. Ortronics Clarity Category 6 24-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD66U24. d. Or equal.

E. Category 5e oice Patch Panels, Rack Mounted.

1. This section applies to patch panels used to distribute voice connections ONLY. See paragraph 2.1.D for specifications for patch panels used to distribute data and voice connections.

2. Drawing Reference: C5ePP, where refers to port count.

3. Functions/Features:
a. Shall meet or exceed the current TIA/EIA 568-B.1, B.2 and proposed ISO/IEC 11801-B defined ohm copper cable channel specifications.
b. 19" EIA rack mountable.
c. 24 ports per EIA rack unit (1.75").
d. Arranged in groups of six (6) ports on steel panel.
e. Ports shall be factory numbered, 1 through 96, 1 through 48, and 1 through 24
f. Jacks on front.
g. Terminations on rear.
h. Holder for port identifier designation strips on front. i. Integral cable management bar at rear.

4. Manufacturer:
a. Ortronics Clarity Category 5e 96-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD5E6U96. b. Ortronics Clarity Category 5e 48-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD5E6U48.

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c. Ortronics Clarity Category 5e 24-port, 8-position, 8-conductor, highdensity modular to 110 patch panel, P/N OR-PHD5E6U24. d. Or equal.

F. oice Termination Frames

1. All voice backbone termination blocks and stand-off brackets shall be mounted on an approved termination frame unless otherwise specified on the drawings.
a. Homaco 200-pair voice termination frame P/N 50M-201-R19 Wall/Rack Module.
b. Homaco 400-pair voice termination frame P/N 50M-201-D19 Wall/Rack Module.
c. Homaco 600-pair voice termination frames P/N 50M-201-T19 Wall/Rack Module.
d. Or equal.

2.2 FIBER CABLE TERMINATION DE ICES AND RELATED
A. Fiber Optic Connectors and Related:

1. General.
a. Connectors to comply with:
i. EIA/TIA-4750000-C.
ii. EIA/TIA-604-3A.

2. Connectors:
a. SC, unless otherwise noted or scheduled.
b. Connector performance per TIA/EIA – 568B.3 and the following:
i. Insertion Loss:
(1) Multimode:
a. Less than or equal to 0.75 dB per mated
pair.
(2) Single mode, UPC
a. Less than or equal to 0.75 dB per mated
pair.
(3) Single mode, APC
a. Less than or equal to 0.30 dB per mated pair.
ii. Return Loss:
(1) Single mode, Ultra Polish, greater than or equal to 55 dB.
(2) Single mode, Angled Physical Contact, greater than
or equal to 65 dB.
iii. Manufacturer:
(1) Connector.
a. Berk-Tek/Nexans
b. Or equal.

B. Fiber Optic Pigtails, Fusion Splicing

1. Fiber optic terminations shall be performed using fusion spliced factory pigtails with SC connectors unless otherwise specified on the drawings.

2. Pigtails for fusion spliced terminations of 50/125 micron multimode fiber:

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a. Manufacturer:
i. 1-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626PF9FR-FZ002M or equal. ii. 6-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626SF4ZR-FZ002M or equal. iii. 12-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626TF4ZR-FZ002M or equal.

3. Pigtails for fusion spliced terminations of 8.3/125 micron singlemode fiber:
a. Manufacturer:
i. 1-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626PC9FR-RZ002M or equal. ii. 6-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626SC4ZR-RZ002M or equal. iii. 12-fiber pigtails 2 meter, SC connector, Ortronics P/N OR626TC4ZR-RZ002M or equal.

C. Heat Shrink Sleeves

1. All splices shall utilize heat shrink sleeves for splice protection. a. 60 mm heat shrink sleeves shall be used in all 12 inch splice trays. b. 40 mm heat shrink sleeves are acceptable in 6 inch splice trays where 60 mm heat shrink sleeves either will not fit or are not recommended by the splice tray manufacturer.
c. Manufacturer:
i. Heat shrink sleeves for splices in surface mount fiber patch/splice cabinets Ortronics P/N OR-20500043 or equal. ii. Heat shrink sleeves for splices in rack mount fiber splice cabinets Ortronics P/N OR-20500130 or equal.

D. Splice Trays

1. All finished splices (with heat shrink sleeve in place) shall be mounted and stored within splice trays compatible with the splice enclosure being used.

All slack in 250- and 900-micron coated fibers shall be carefully coiled and stored inside the tray.

2. Manufacturer:
a. Splice trays for fusion splices in surface mount fiber patch/splice enclosures Ortronics P/N OR-62600003 or equal.
b. Splice trays for fusion splices in rack mount fiber splice enclosures Ortronics P/N OR-61500016 or equal.

E. Fiber Optic Adapter Panels

1. Manufacturer:
a. Adapter panels for multi mode fiber terminations in surface mount or rack mount patch or patch/splice cabinets 6-SC duplex (12 fibers), metal adapters, phosphor-bronze alignment sleeves, Ortronics P/N OR-615SCDSM6 or equal.
b. Adapter panels for single mode fiber terminations in surface mount or rack mount patch or patch/splice cabinets 6-SC duplex (12 fibers),

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blue adapters, ceramic alignment sleeves, Ortronics P/N OR615SCDSM6C or equal.

F. Fiber Patch Enclosure, Wall Mount

1. Drawing Reference: FPEW, where refers to the fiber patch panel count.

2. Features/Functions:
a. Provides a location for packaging fiber optic cables with direct terminations.
b. Two compartments, separated by a partition loaded with fiber optic adapter panels.
i. Left side typically for storing incoming cable slack and connecting terminated fibers.
ii. Right side typically for patching rack-mounted network equipment.
c. Suitable for indoor use.
d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel.
e. Cable can be inserted/removed laterally via removable mending plate or similar.
f. Interior cable storage rings or spools.
g. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access.
h. Provides strain relief for entrance cables.

3. Manufacturer:
a. Patch enclosures for up to 24 fibers Ortronics P/N OR-615SMFCL -12P or equal. b. Patch enclosures for up to 48 fibers Ortronics P/N OR-615SMFC24P or equal. c. Patch enclosures for up to 96 fibers Ortronics P/N OR-615SMFC48P or equal.

G. Fiber Patch/Splice Enclosure, Wall Mount

1. Drawing Reference: FPSEW, where refers to the fiber patch panel count.

2. Features/Functions:
a. Provides a location for splicing and packaging fiber optic cables. b. Two compartments, separated by a partition loaded with fiber optic adapter panels.
i. Left side typically for storing incoming cable slack and splice trays and connecting terminated fibers.
ii. Right side typically for patching rack-mounted network equipment.
c. Suitable for indoor use.
d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel.

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e. Cable can be inserted/removed laterally via removable mending plate or similar.
f. Interior cable storage rings or spools.
g. Threaded stud or similar anchoring point for stacking and securing splice trays.
h. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access.
i. Provides strain relief for entrance cables.

3. Manufacturer:
a. Patch/splice enclosures for up to 48 fibers Ortronics P/N OR615SMFC-24P/S or equal. b. Patch/splice enclosures for up to 96 fibers Ortronics P/N OR615SMFC-48P/S or equal.

H. Fiber Patch Enclosure, Rack Mount

1. Drawing Reference: FPER, where refers to the fiber patch panel count.

2. Features/Functions:
a. 19" EIA rack mount.
b. Provides a location for packaging fiber optic cables with direct terminations.
c. Two compartments, separated by a partition loaded with fiber optic adapter panels.
i. Rear (larger) side typically for storing incoming cable slack and connecting terminated fibers.
ii. Front (smaller) side typically for patching rack-mounted network equipment.
d. Suitable for indoor use.
e. Constructed of 0.125 inch minimum thick aluminum or powder coated steel.
f. Cable can be inserted/removed laterally via removable mending plate or similar.
g. Interior cable storage rings or spools.
h. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access.
i. Provides strain relief for entrance cables.
j. Suitable for reentry, if required for future maintenance or modification, without damage to the cable or terminated fibers.

3. Manufacturer:
a. Patch enclosures for up to 36 fibers Ortronics P/N OR-615MMC18P-00 or equal. b. Patch enclosures for up to 72 fibers Ortronics P/N OR-615MMC36P-00 or equal. c. Patch enclosures for up to 144 fibers Ortronics P/N OR-615MMC72P-00 or equal.

I. Fiber Splice Enclosure, Rack Mount

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1. Drawing Reference: FSER, where refers to the fiber splice count.

2. Features/Functions:
a. 19" EIA rack mount.
b. Provides a location for packaging fusion spliced fiber optic cables. c. Suitable for indoor use.
d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel.
e. Interior cable storage rings or spools.
f. Provides strain relief for entrance cables.
g. Integral threaded stud or steel wire frame for organizing and securing splice trays
h. Suitable for reentry, if required for future maintenance or modification, without damage to the cable or terminated fibers.

3. Manufacturer:
a. Splice enclosures for up to 48 fibers Ortronics P/N OR-615MMC48S-00 or equal. b. Splice enclosures for up to 96 fibers Ortronics P/N OR-615MMC96S-00 or equal.

PART 3 EXECUTION

3.1 R S 17130 C I B C

R R O P C W EF
A BDF .

3.2 R S 17100 S C , B M A M .

3.3 R S 17150 C H C .

END OF SECTION

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SECTION 17123

COMMUNICATIONS CABLE MANAGEMENT
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Section includes provision of cable management for cabling installed under the work of this Project as well as for Owner furnished patch cords at equipment racks.

B. Scope includes:

1. Innerduct.
a. Interior.
b. Outside Plant.

2. Cable End Spillway.

3. Backboard Cable Management.

4. Patch Panel Cable Management at racks and cabinets.

1.2 RELATED WORK IN OTHER SECTIONS
A. Section 17033 - Conduits and Backboxes for Communications Systems.

B. Section 17036 - Cable Trays for Communications Systems.

C. Section 17039 - Surface Raceways for Communications Systems.

D. Section 17053 - Identification for Communications Systems.

E. Section 17100 - Structured Cabling, Basic Materials and Methods.

F. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures.

G. Section 17119 - Communications Termination Blocks and Patch Panels.

H. Section 17150 - Communications Horizontal Cabling.

1.3 REFERENCES
A. American Society for Testing and Materials (ASTM).

1. ASTM D2239-03 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter.

B. Underwriters Laboratories (UL).

1. UL 910 Test for Flame-Propagation and Smoke-Density alues for Electrical and Optical-Fiber Cables used in Spaces Transporting Environmental Air (Nov. 1998).

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cab ling, Basic Materials and Methods.

1.6 SE UENCING
A. Not used.

PART 2 PRODUCTS

2.1 CONDUIT CABLE MANAGEMENT

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A. Conduit End Waterfall Spillway.

1. Drawing Reference: CEW.

2. Features/Functions:
a. Spillway fastens to end of EMT conduit, provides radius sweep, open on top, solid from below.
b. Maintains proper bend radii for fiber/cable.
c. Provides tie points for fire pillow retention.
d. Supports up to 100 lbs. of hanging fiber/cable.
e. Clamp for securing to EMT.
f. Self-fastening tie down system for supporting cabling.

3. Construction:
a. Fire Retardant ABS.

4. Manufacturers:
a. Bejed BJ-2049 Spillway.
b. Or equal (no known equal).

2.2 HORI ONTAL PATCH PANEL CABLE MANAGEMENT
A. Patch Panel Cable Management, Rack Mounted, Snap Cover.

1. Drawing References:
a. 1 RU: RMWM1C
b. 2 RU: RMWM2C
c. 3 RU: RMWM3C

2. Construction.
a. EIA 19 or 23" Rack Mount, as required.
b. Continuous flexible system of fingers and slots.
c. De-burred to avoid snagging patch cord jacket.
d. Snap Cover.

3. Manufacturer, EIA 19 rack mount:
a. 1 RU CPI 30139-719 or equal.
b. 2 RU CPI 30130-719 or equal.
c. 3 RU CPI 30131-719 or equal.

4. Manufacturer, EIA 23 rack mount:
a. 1 RU CPI 30139-723 or equal.
b. 2 RU CPI 30130-723 or equal.
c. 3 RU CPI 30131-723 or equal.

2.3 ERTICAL CABLE MANAGEMENT
A. Cable Management, ertical, latches.

1. Drawing References:
a. Single-Sided Narrow: CMSSNC
b. Single-Sided Wide: CMSSWC
c. Double-Sided Narrow: CMDSNC
d. Double-Sided Wide: CMDCWC

2. Construction.
a. Bolts to racks specified in Section 17116.
b. De-burred and supplied with protective edge guards to avoid snagging patch cord jacket.

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c. System of latches to retain cables.
d. Manufacturer:
i. Single-Sided Narrow CPI 11730-703 or equal.
ii. Single-Sided Wide CPI 11374-703 or equal.
iii. Double-Sided Narrow CPI 12096-703 or equal.
iv. Double-Sided Wide CPI 11729-703 or equal.

2.4 BACKBOARD CABLE MANAGEMENT
A. Fiber Management Ring, Preformed Loop.

1. Drawing Reference: FMR

2. Construction:
a. 24 inch diameter steel ring stores fiber slack using elco fasteners at regular intervals around ring.
b. Screw fastens to backboard at BDF or IDF.

3. Manufacturer:
a. Leviton 48900-0FR.
b. Or equal (no known equal).

B. Wire Management Rings, Wall/Ceiling Mounted:

1. Drawing References/Functions Features:
a. WMRB - Bridle Ring Type, Threaded Lag Screw.
b. WMRC - Closed Ring, U shaped assembly with two screw holes at ends.
c. WMRO - Open, Re-enterable Split Ring permitting cables to be inserted midspan, two screw holes at ends.
d. WMP - Steel back board with 4 inch deep min, 8 inch wide vertical wire management rings, front enterable. Provide trough at bottom of each column of WMP.
e. WMP T - Narrow, steel back board with 4 inch deep min, 3 inch wide vertical wire management rings, front enterable.

2. Provide as required to support indicated cable bundle and location.

3. Provide type WMRB at wood frame construction for cable hung from underside of ceiling, unless otherwise noted.

4. Manufacturers:
a. WMRB:
i. B-Line Fasteners, BR Series.
ii. Senior Industries.
iii. T&B
iv. Or equal.
b. WMRC:
i. AllenTel
ii. Chatworth Products Wall Mount Closed D Ring.
iii. Senior Industries.
iv. Or equal.
c. WMRO:
i. AllenTel.
ii. Chatworth Products Wall Mount Open Ring.

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iii. Commscope/Systimax, Inc.
iv. Siemon.
v. Or equal.
d. WMP:
i. Siemon S188- to match adjacent terminal blocks with
S188-WD.
ii. Ortronics OR-806003194 or OR-806003196 to match
terminal blocks.
iii. By any manufacturer listed for 110TB under Section 17119 – Communications Termination Blocks and Patch Panels.
iv. Or equal.
e. WMP T:
i. Siemon SI10M-WM- to match adjacent terminal blocks.
ii. By any manufacturer of listed for 110TB under Section 17119Communications Termination Blocks and Patch
Panels.
iii. Or equal.

PART 3 EXECUTION

3.1 GENERAL
A. Refer to Section 17130 Communications Indoor Backbone Cabling for requirements for cable routing within IDF's, and BDF's.

3.2 INNERDUCT INSTALLATION
A. Schedule of Application.

1. Underground.
a. At 4" ducts and inside maintenance holes and vaults, place fiber cabling and 50 pair and smaller copper telephone cabling inside WMID.
b. Omit WMID at conduits smaller than 4 .
c. At tray conditions in utility tunnel and at backboard, cable runway and tray conditions at communications closets, protect fiber cabling with ID Innerduct.
d. Retention/Sealing of ducts at conduit entrances.

2. At plenum tray conditions, provide IDP.

3. At 4" and larger interior conduits, provide WMID. Provide plenum rated WMID at plenum ceiling conditions.

3.3 CONDUIT END WATERFALL
A. Fasten securely to conduit end wherever cabling will exit conduit 18" or more above the cable tray to prevent damage due to cabling due to weight of cable bearing on a conduit end.

B. Secure cabling with integral cable restraint system.

END OF SECTION

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SECTION 17126

COMMUNICATIONS RACK MOUNTED POWER PROTECTION AND POWER
STRIPS
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Section includes provision of power strips at racks and cabinets installed under the work of this Project.

1.2 RELATED WORK IN OTHER SECTIONS
A. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures.

1.3 REFERENCES
A. ELECTRONIC INDUSTRIES ALLIANCE (EIA).

1. EIA-31 0-D (l992) Cabinets, Racks, Panels, and Associated Equipment (ANSIIEIA/31 0- D).

1.4 SUBMITTALS
A. Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.5 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods.

1.6 SE UENCING
A. Not used.

PART 2 PRODUCTS

2.1 E UIPMENT ENCLOSURE PWER, PROTECTION AND SIGNAL

GROUNDING
A. Comply with applicable Codes. Provide UL Listed devices suitable for commercial use. Provide all junction boxes, raceway, fittings, wire, supports and fastenings as required for complete installation. Unless otherwise noted, provide receptacles of NEMA 5-15R configuration.

B. Full Height Receptacle Strip, One (1) Circuit, 15A.

1. Features/Construction:
a. Not less than 70" Long.
b. Not less than eleven (11) 15A receptacles.
c. Integral circuit breaker.
d. NEMA 5-15P plug on 6' cord.
e. UL Listed Assembly.
f. Provide mounting hardware as necessary to attach to rack interior.

2. Manufacturers:
a. Middle Atlantic/Datatel.
b. Or equal.

C. Full Height Receptacle Strip, One (1) Circuit, 20A.

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1. Features/Construction:
a. Not less than 70" Long.
b. Not less than eleven (11) 15A receptacles.
c. Integral circuit breaker.
d. NEMA 5-20P plug on 6' cord.
e. UL Listed Assembly.
f. Provide mounting hardware as necessary to attach to rack interior.

2. Manufacturers:
a. Midde Atlantic PD-1020C-NS.
b. Or equal.

PART 3 EXECUTION

3.1 CONFORM WITH THE RE UIREMENTS OF SECTION 17116 AND THE

FOLLOWING
A. Mounting:

1. Mechanically fasten strips to the rack/cabinet being served using strip or rack being served.

2. Mount strip so that it does not impede user access to:
a. ertical wire management integral to the racks.
b. Front and rear movement of adjustable EIA mounting rails supplied with the rack or cabinet.
c. Mounting of Owner furnished EIA rack mountable equipment within the served rack.

3. Unless otherwise noted, the strip to be mounted to derive power from electrical receptacles mounted to the cable tray above the rack or drop box receptacles beneath the floor. Mount strip so that the power cord reaches the provided receptacles without:
a. Causing tension on the power cord.
b. Putting it in direct contact with signal cabling.
c. Putting it in contact with sharp edges.
d. Lacing it to parts intended to be movable, including, but not limited to:
i. Slide out drawers and shelving.
ii. Rack mounted for Owner furnished servers on pullout rails. iii. EIA adjustable mounting rails.

END OF SECTION

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SECTION 17130

COMMUNICATIONS INDOOR BACKBONE CABLING
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Work of this Section includes:

1. Indoor Copper Backbone Cabling between Communications Rooms and communications terminal nodes other than station cabling.

2. Indoor Optical Fiber Backbone Cabling between Communications Rooms and communications terminal nodes other than station cabling.

3. Terminate fiber on patch panels as specified in Section 17119.

4. Terminate copper cabling on terminal blocks as specified in Section 17119.

Provide terminal block, high pair count copper connector cabling and rack mounted patch panels to permit Owner's telephone contractor to cross connect the entrance and riser cabling to individual station ports using Owner furnished patch cords.

5. For all cabling:
a. Test cabling to demonstrate performance to specified standards or better using test equipment and methods as specified in Section 17100.
b. Label cables, jacks, plates and patch panels as specified in Section 17053.
c. Document on Record Documents as described in Section 17010.

B. Related work in other Sections.

1. Section 17026 - Grounding and Bonding for Communications Systems.

2. Section 17029 - Hangers and Supports for Communications Systems.

3. Section 17033 - Conduits and Backboxes for Communications Systems.

4. Section 17036 - Cable Trays for Communications Systems.

5. Section 17053 - Identification for Communications Systems.

6. Section 17100 - Structured Cabling, Basic Materials and Methods.

7. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures.

8. Section 17119 - Communications Termination Blocks and Patch Panels.

9. Section 17123 - Communications Cable Management.

10. Section 17126 - Communications Rack Mounted Power Protection and Power Strips.

11. Section 17150 - Communications Horizontal Cabling.

1.2 REERENCES
A. Refer to Section 17100 - Structured Cabling, Basic Materials and Methods.

1.3 SUBMITTALS
A. Conform to the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications.

1.4 DELI ERY, STORAGE AND HANDLING

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A. Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods.

1.5 SE UENCING
A. Not used.

PART 2 PRODUCTS

2.1 COPPER BACKBONE CABLING
A. General:

1. Each conductor shall be a minimum of 22 or 24 AWG.

2. Complies with:
a. ICEA S-90-661.
b. EIA TIA/EIA-568-B.1.
c. EIA TIA/EIA-568-B.2.
d. NEMA WC 63.1
e. UL444.

3. Solid conductor 100 ohm multipair UTP (Unshielded twisted pair), formed into 25 pair binder groups covered with a gray thermoplastic jacket.

4. Imprinted with:
a. Manufacturers name or identifier.
b. Flammability rating.
c. Gauge of conductor.
d. Transmission performance rating (category designation). e. At regular intervals not to exceed 2 feet.

5. The word "FEET" or the abbreviation "FT" shall appear after each length marking.

6. Provide communications general purpose (CM or CMG), communications plenum (CMP) or communications riser (CMR) rated cabling in accordance with NFPA 70.
a. Type CMP and CMR may be substituted for type CM or CMG and type CMP may be substituted for type CMR in accordance with NFPA 70.
b. Meets EIA/TIA Category 3.
c. USOC color code.
d. NEC Type CM or CMG.

7. Color coding shall comply with industry standards for 25 pair cables.

B. Inside Distribution Wire, Horizontal.

1. Drawing Reference ** pro T-IDW, where ** refers to required pair count.

2. Construction:
a. 2 to 600 pair count voice pair cabling in overall jacket. b. Meets EIA/TIA Category.
c. USOC color code.
d. NEC Type CM or CMG.
e. Nominal Outside Diameter, not to exceed the following:
f.

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Pair County Outside Diameter (inches)
6 pr. 0.23
12 pr. 0.25
25 pr. 0.34
50 pr. 0.47
100 pr. 0.64
200 pr. 0.97
300 pr. 1.07
400 pr. 1.30
600 pr. 1.50

3. Manufacturer:
a. Superior/Essex.
b. General Cable.
c. Or equal.

C. Inside Distribution Wire, Riser.

1. Drawing Reference ** pr. T-IDW-R, where ** refers to required pair count.

2. Construction:
a. 25 to 600 pair count voice pair cabling in overall jacket. b. P C jacket.
c. USOC color code.
d. NEC Type CMR.
e. Meets EIA/TIA Category 3.
f. Nominal Outside Diameter, not to exceed the following:

P C O D , :
25 pr. 0.54
50 pr. 0.70
100 pr. 0.86
200 pr. 1.20
300 pr. 1.30
400 pr. 1.50
600 pr. 1.90

3. Manufacturer:
a. Superior/Essex.
b. General Cable.
c. Or equal.

D. Inside Distribution Wire, Plenum.

1. Drawing Reference ** pro T-IDW-P, where ** refers to required pair count.

2. Construction:
a. 25 to 600 pair count voice pair cabling in overall jacket. b. Plenum rated jacket.
c. USOC color code.
d. NEC Type CMP.
e. Meets EIA/TIA Category 3.
f. Nominal Outside Diameter, not to exceed the following:

P C O D

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25 pr. 0.54
50 pr. 0.70
100 pr. 0.86
200 pr. 1.20
300 pr. 1.30
400 pr. 1.50
600 pr. 1.90

3. Manufacturer:
a. Superior/Essex.
b. General Cable.
c. Or equal.

2.2 FIBER OPTIC COMMUNICATIONS CABLING AND RELATED
A. General Requirements:

1. Fiber count per cable to comply with minimum counts indicated on the plans.

Plans indicate specific cable counts providing quantities of multimode and single mode fiber strands.

2. uantities are minimum quantities. At Contractor's option, provide a greater number. Where a greater number are provided, terminate, test, label and document all strands on fiber patch panels and/or terminal boxes as indicated as if quantity provided were called out for on the plans.

3. Where contract documents call for individual single mode and multimode cables, Contractor may substitute a hybrid cable with the same or greater strand count of each type.

4. Comply with applicable Code for insulation, jacket, marking and listing for applicable use.
a. Provide nonconductive optical fiber general purpose cable (OFN or OFNG), nonconductive optical fiber plenum cable (OFNP), and nonconductive optical fiber riser cable (OFNR) rated cable in accordance with NFPA 70 and UL 910.
b. Type OFNP or OFNR may be substituted for type OFN or OFNG and type OFNP may be substituted for type OFNR in accordance with NFPA 70.

5. Fiber media shall, at minimum, meet the following performance standards:
a. ANSI/EIA/TIA 568-B.l.
b. ANSI/EIA/TIA 568-B.3.

6. Fiber media shall, at minimum, meet the following construction standards:
a. ICEA S-87-640.
b. ICEA S-83-596.
c. All dielectric, unless otherwise noted.

7. The cable cordage jacket, fiber, unit, and group color shall be in accordance with EIA TIAIEIA-598-B.
a. Colors shall be across specified storage/installation temperature range.
b. Means of providing conforming colors shall not degrade performance of cable.

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8. Jacket:
a. Free of splits, holes or blisters.
b. Marked and listed in conformance with California Electric Code 770. c. Conform with:
i. UL 1666 and
ii. NFPA 70.
d. Heavy duty construction, Fiberglass Epoxy Rod/Kevlar strength member(s).
e. Each fiber to be 100 attenuation tested by the Manufacturer prior to shipping. Manufacturer's test to be affixed to shipping reel. f. Cable shall be imprinted with fiber count, fiber type and aggregate length at regular intervals not to exceed 40 inches. Hybrid fiber optic cable marking shall comply with EIA TIAIEIA-598-B.

9. Performance:
a. Temperature Sensitivity:
i. Storage: -40C degrees to 70C degrees.
ii. Installation: -30C degrees to 70C degrees.
b. ariance:
i. Multimode.
c. Specified attenuation is maximum allowed over entire operating range of cable.
i. Single mode:
(1) Average change, not more than 0.05 dB/km at 1550
-40C degrees to 70C degrees.
ii. Maximum change not more than 0.15 dB/km at 1550 nm.

B. Fiber, Multimode - General.

1. Meeting EIA/TIA 568B.3 and EIA TIAIEIA-492AAAB, multimode, 50/125- urn diameter, 0.275 numerical aperture.

2. Construction:
a. Multimode fiber strands.
b. Core Diameter: 50.0 /- 3.0 m per TIA/EIA -455-176.
c. Cladding Diameter: 125 /- 2.0 / m per TIA/EIA-455-176. d. Numerical Aperture:0.200 /- 0.015 per TIA/EIA-455-177. e. &RUHWR&ODGGLQJ2IIVHW”—P
f. Coating Diameter: 245 /- 10 / m per TIA/EIA-455-173 or 163. g. Core and Cladding Non-Circularity.
h. &RUH
”SHU7,$(,$-455-176.
i. &ODGGLQJ
”SHU7,$(,$-455-176.
j. Graded Index.
k. Effective Group Index of refraction:
i. 1.49 at 850 nm.
ii. 1.49 at 1300 nm.
l. Coating to be mechanically strippable, dual layered, U -cured acrylate applied by the fiber manufacturer.

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3. Each fiber to be 100 proof-tested by the manufacturer to sustain 100 kpsi load minimum per TIA/EIA-455-31.

4. Performance:
a. Bandwidth:
i. Laser source, per TIA/EIA-492AAAC and draft IEC 60793- 210 for type Al a.2, ensured by DMD performance
specifications for sources meeting launch conditions
specified in 10 Gigabit Ethernet (IEEE 802.3ae), OIF OC192/STM-64 SR-4-04, and draft 10 Gigabit Fiber Channel (Tll.2 10GFC).
(1) 850 nm: 950 MHz at 1 km.
(2) 1300 nm: 500 MHz at 1km.
b. Overfilled Launch/LED, per TIA/EIA-455-204.
i. 850 nm: 700 MHz at 1 km.
ii. 1300 nm: 500 MHz at 1km.
c. Chromatic Dispersion:
i. Minimum Zero Dispersion Wavelength: 1297 nm per
TIA/EIA-455-168 or 175.
ii. Maximum Zero Dispersion Wavelength: 1320 nm per
TIA/EIA-455-168 or 175.
iii. Maximum Zero Dispersion Slope: 0.101 ps/nm2e
km per
TIA/EIA-455-168 or 175.
d. Differential Mode Delay (DMD), ps/m, per DMD test methods TIA/EIA-455-220 and IEC 60793-1-49.
i. 850 nm: .70.
ii. 1300 nm: .88.
e. Attenuation:
i. 850 nm: ” 3.0 dB/km.
ii. 1300 nm: ” 1.0 dB/km.
iii. Max attenuation point discontinuity: 0.25 dB at any design wavelength.
iv. Bending Attenuation induced 1550 run, with 100 turns on 75mm dia mandrel: 0.50 dB.
v. Attenuation Difference at 1380 nm, ” attenuation at 1300 nm 3.0 dB/km.
vi. Water Immersion: Induced attenuation, 23 degrees C water

LPPHUVLRQ
”G%NP
f. Manufacturers:
i. Berk-Tek.
ii. Or equal.

C. Fiber, Single Mode – General.

1. Meeting EIA/TIA 568B.3 and EIA TIA/EIA-492CAAA, single-mode, 8/125- m diameter, 0.10 numerical aperture.

2. Construction:
a. Single mode fiber strands.

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b. Mode field diameter: 9.3 /- 0.5 m at 1310 nm (measured per Petermann II) 10.5 /- 1.0 m at 1550 nm.
c. Core Diameter: 8.3 m.
d. Numerical Aperture: 0.11.
e. Cladding Diameter: 125 /- 1.0 m.
f. Cloating Diameter: 245 /- 10 m.
g. Cladding Non-&LUFXODULW\
”
h. &RUHWR&ODGGLQJ2IIVHW
”—P
i. &DEOHG&XWRII:DYHOHQJWK
͕FFI

QP
j. Coating to be mechanically strippable, dual layered, U -cured acrylate applied by the fiber manufacturer.
k. Each fiber to be 100 proof-tested by the manufacturer to sustain 100 kpsi load minimum.

3. Performance:
a. Chromatic Dispersion:
i. Minimum Zero Dispersion Wavelength: 1301.5 run.
ii. Maximum Zero Dispersion Wavelength: 1321.5 nm.
iii. Maximum Zero Dispersion Slope: 0.092 ps/nm2 per km. b. Dispersion:
i. ”SV
QPe
km) from 1285 run to 1330 nm.
ii. 18 ps/(nme
km) at 1550 nm.
iii. 3RODUL]DWLRQ0RGH'LVSHUVLRQ
”SV6457NP
c. Attenuation:
i. 3RLQW'LVFRQWLQXLW\
”G%DWQPRUQP
ii. Water peak attenuation at 1383 /- QP
”G%NP
iii. Bending Attenuation induced 1550 nm, with 100 turns on 75mm dia mandrel 0.10 dB.
iv. Water Immersion: Induced attenuation, 23 degrees C water

LPPHUVLRQ
”dB/km.
d. Manufacturer:
i. Berk-Tek.
ii. Or equal.

D. Fiber Optic Cable, Inside Distribution, Breakout Cable:

1. Drawing References:
a. FOM-IDW Multimode, where indicates fiber count.
b. FOS-IDW Single Mode, where indicates fiber count.
c. FOH-IDW Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted.

2. Fiber: Refer to:
a. FIBER, MUL TIMODE, GENERAL, and
b. FIBER, SINGLE MODE, GENERAL, as applies.

3. Application: In-building Distribution. Breakout Cable Applications.

4. Approvals: Where used outside conduit, OFN, OFNP, OFNR per NEC 770- 51, as applies.

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5. Construction:
a. Refer additionally to Fiber Cable Construction, General, and elsewhere herein.
b. Suitable and approved for indoor use.
c. Tight buffer.
d. At least one ripcord to facilitate sheath removal.
e. Breakout style construction, with individual jacket per fiber with overall outside jacket.
f. Maximum Cable Diameter:
i. 2 Fibers: .236
ii. 4 Fibers: .285
iii. 6 Fibers: .363
iv. 8 Fibers: .437
v. 10 Fibers: .473
vi. 12 Fibers: .506
g. Performance:
i. Maximum attenuation per EIA/TIA-455-61.
ii. Multimode.
(1) QP
” 3.5 dB/km.
(2) QP
”G%NP
iii. Single mode.
(1) QP
”G%NP
(2) QP
”G%NP
h. Minimum bend radius:
i. During installation: 20 times cable outside diameter. ii. After installation: 10 times cable outside diameter. i. Maximum Safe Longitudinal Load:
i. At installation:
(1) 2 Fibers: 150lbs.
(2) 4 Fibers: 290 lbs.
(3) 6 Fibers: 380lbs.
(4) 8 Fibers: 480lbs.
(5) 10-12 Fibers: 575 lbs.
ii. Long term application:
(1) 2 Fibers: 25 lbs.
(2) 4 Fibers: 90lbs.
(3) 6 Fibers: 115 lbs.
(4) 8 Fibers: 145lbs.
(5) 10-12 Fibers: 75lbs.
iii. Crush resistance: 250lb/inch.
iv. Impact Resistance: 3.6 ft-lbs., 10 impacts.
v. Flex, Twist/Bend 1000 cycles, 22 lbs., 10 x O.D. radius. j. Manufacturer, subject to above:
i. Berk-Tek.
ii. Or equal.

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E. Fiber Optic Cable, Riser:

1. Drawing References:
a. FOM-R Multimode, where indicates fiber count.
b. FOS-R Single mode, where indicates fiber count.
c. FOH-R Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted.

2. Fiber: Refer to:
a. FIBER, MUL TIMODE, GENERAL, and
b. FIBER, SINGLE MODE, GENERAL, as applies.

3. Application: Intra-building distribution in building risers and below building crawl space.

4. Listing: Meeting NEC/CEC OFNR, Listing by nationally recognized testing agency.
a. Construction:
i. Refer additionally to Fiber Cable Construction, General, and elsewhere herein.
ii. Jacket: Subject to listing and rating for vertical riser cable. iii. Tight Buffer construction only, "Core Lock" not required. iv. Otherwise as for FO -OP, except for construction affecting listing.
b. Dimensions, not to exceed the following:
i. 1 to 4 Fibers: 0.20".
ii. 5 to 12 Fibers: 0.28 .
iii. 12 to 24 Fibers: 0.50 .
iv. 25 to 60 Fibers: 0.80 .
v. 61 to 108 Fibers: 0.90 .
vi. 109 to 144 Fibers: 1.10 .
c. Performance:
i. As for FO -OP.
d. Manufacturer:
i. Berk-Tek.
ii. Or equal.

F. Fiber Optic Cable, Plenum:

1. Drawing References:
a. FOM-P Multimode, where indicates fiber count.
b. FOS-P Single mode, where indicates fiber count.
c. FOH-P Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted.

2. Fiber: Refer to
a. FIBER, MULTIMODE, GENERAL, and
b. FIBER, SINGLE MODE, GENERAL, as applies.
c. Application: Intra-building distribution in building plenum and duct space.

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3. Listing: Meeting NEC OFNP, Listing by nationally recognized testing agency.

4. Construction:
a. Refer additionally to Fiber Cable Construction, General, and elsewhere herein.
b. Jacket: Subject to listing and rating for plenum cable. c. Tight Buffer construction only, Core Lock not required. d. Otherwise as for FO -OP, except for construction affecting listing.

5. Dimensions, not to exceed the following:
a. 1 to 4 Fibers: 0.20 .
b. 5 to 12 Fibers: 0.28 .
c. 12 to 24 Fibers: 0.50 .
d. 25 to 60 Fibers: 0.80 .
e. 61 to 108 Fibers: 0.90 .
f. 109 to 144 Fibers: 1.10 .

6. Performance:
a. As for FO -OP.

7. Manufacturer:
a. Berk-Tek
b. Or equal.

G. Fiber Optic Cable, Outside Plant, Riser and Inside, Constrained Diameter:

1. Drawing References:
a. FOM-OPR Multimode, where indicates fiber count.
b. FOS-OPR Single mode, where indicates fiber count.
c. FOH-OPR Hybrid, where indicates total fiber. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted.

2. Fiber and Application:
a. Inter-building and intra-building distribution in building risers, below building crawl space, manholes and site conduit.
b. Specifically suitable for continuous splice free entry into building from OSP interior past without distance limits due to construction and/or cable diameter.

3. Listing: UL OFNR. Meeting NEC OFNR.

4. Construction:
a. Refer additionally to Fiber able Construction, General, and elsewhere herein.
b. Suitable and approved for wet location. Meets requirements for FO -OP where installed in those locations.
c. As for FO -R with not to exceed dimensional constraint, as follows:

F C O C D .
2 0.18
4 0.20
6 0.22
8 0.24

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10 0.26
12 0.28
14 0.28
16 0.28
18 0.28
24 0.31
30 0.35
36 0.35
48 0.41
60 0.43
72 0.47
84 0.51
96 0.55
108 0.55
120 0.59
132 0.61
144 0.63
156 0.71

5. Performance:
a. As for FO -R.

6. Manufacturer:
a. Berk-Tek.
b. Or equal.

PART 3 EXECUTION

3.1 FIBER OPTIC CABLING PRACTICE
A. Service Loop.

1. At IDF's and BDF's, at both ends of cables, provide at least 30 feet of fiber in excess of that required to reach the patch panel by a dressed route. Form into a storage loop and fix in place as directed by the Owner's Representative.

2. At the Telecomm Building, provide at least 30 feet of fiber in excess of that required to reach the patch panel by a dressed route. Form into a storage loop and fix in place in the cable vault (outside of the machine room) as directed by the Owner's Representative.

B. Splicing.

1. Interior: Provide fusion splices.

2. Exterior: Do not splice at exterior unless splicing is indicated on Plans. In such circumstances, provide fusion splices.

C. Termination Methods.

1. Review proposed breakout procedure with the Owner's Representative before beginning this work.

2. Use full cable breakout method. Display both connectorized and nonconnectorized fibers entering a patch panel.

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3. Remove sheath so that no more than 4 inches of unstripped cable enters the panel.

4. Strip back a sufficient amount of cable so that fiber strands wrap at least one full wrap, circle or figure eight, inside the panel with the connectorized ends attached to the most distant bulkhead connectors.

5. Group together the fibers from each binder group with 0.125 inch nylon spiral wrap. (Commscope/Systimax, Panduit, Corning Cable Systems SANDT25-06, or equal.) D. Outside Plant.

1. Obtain allowable pulling tension for underground fiber cable from the manufacturer. Use pulling equipment with tension gauges to verify that cable pulls do not exceed allowable pulling tension.

2. Loose Tube, Gel Filled Cabling - No flow of filling when tested in accordance with FOTP-81.

E. Loose Tube Breakout.

1. Install breakout tubing over the full exposed length of the fiber strands.

2. Install buffer tubing on all strands, including those not being connectorized as part of this Contract.

3. Reinforce and protect the junction of the cable sheath and buffer tubing using a method approved by the Owner's Representative before beginning this work.

3.2 COPPER BACKBONE TIE CABLE INSTALLATION AND TERMINATION A. General:

1. Backbone cable(s) shall be installed in conduit system unless otherwise noted.

B. Sequencing:

1. If the installation of a tie cable requires the disconnection and removal of any existing cable(s) carrying active service prior to installation. a. Notify the Owner's Representative no less than 5 working days in advance of when this work is to be performed.

2. When this work is performed, the newly installed cables must be installed, tested and passed in one 24 hour period beginning when the active service on the existing cable is interrupted.

C. Installation of Tie Cable:

1. All tie cable between terminal blocks at IDF rooms shall be continuous, unspliced runs.

2. Termination of oice or Shared Use Tie Cable:
a. Cable shall be terminated on 66 Type punch blocks system in the following order:
i. Terminate pairs and groups in order top to bottom and then left to right according to insulation or binder color as listed below.
ii. Mate is the first wire of the pair to be terminated, Wire is the second.
b. Comply with the following table:

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G P M B W
N
1 White Blue
2 White Orange
3 White Green
4 White Brown
5 White Slate
6 Red Blue
7 Red Orange
8 Red Green
9 Red Brown
10 Red Slate
11 Black Blue
12 Black Orange
13 Black Green
14 Black Brown
15 Black Slate
16 Yellow Blue
17 Yellow Orange
18 Yellow Green
19 Yellow Brown
20 Yellow Slate
21 iolet Blue
22 iolet Orange
23 iolet Green
24 iolet Brown
25 iolet Slate

3. Cables containing pair counts of 50 or greater shall be terminated as follows:
a. Columns of punch blocks stacked 2 high shall be mounted on the backboard.
b. Beginning at the top right of the 1st column, first the blue binder will be punched down, followed by the orange binder directly beneath it. c. Binder punch will continue top to bottom, and then left to right until the entire cable has been terminated.
d. Thus a 50-pair cable requires two punch blocks.

4. Upon completing the termination of all cables within an IDF, install a clear plastic cover at each punch block.

3.3 DATA TELEPHONE IDF ROOM LAYOUT
A. General:

1. Final backboard design layout within an IDF room shall be approved by the Owner's Representative prior to work beginning on the backboard.

2. Reference the design basis layout in the plans and bring to the Owner's Representative's attention any field conditions that would prevent installation as shown on the plans. Submit for resolution in a timely manner.

3. Layout of cable around backboard:

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a. All backbone cable shall be formed around the backboard before either rising or dropping vertically to the punch blocks on which they are to be terminated.
b. All backbone cable shall be organized in Wire Management Rings, Split D, Type WMRO. No tywraps or similar bindings are permitted.

4. Termination:
a. Terminate voice pairs and BDF tie cable on 66 blocks.

3.4 DATA TELEPHONE NODE AND BDF ROOM LAYOUT
A. General:

1. Final backboard and cable runway design layout within the Telecomm Building or within a BDF room shall be approved by the Owner's Representative prior to work beginning.

2. Reference the design basis layout in the plans and bring to the Owner's Representative's attention any field conditions that would prevent installation as shown on the plans. Submit for resolution in a timely manner.

B. Layout of cable around backboard:

1. All cables shall be formed around the backboard before either rising or dropping vertically to the punch blocks on which they are to be terminated.

2. All cables shall be organized in Wire Management Rings, Split D, and Type WMRO. No tywraps or similar bindings are permitted.

C. For outside plant, flooded cables entering the Telecomm Building, a BDF or an IDF functioning as a building entrance facility:

1. Transition in a splice case to non-flooded cable prior to termination on protector blocks for voice pairs, or on an unprotected 66 block for systems pairs, where such are indicated. Where systems pairs are not indicated, assume all pairs are for voice use.

2. Position the splice case on the backboard where accessible for future service.

Orient parallel to floor to prevent continuous gel flow from OSP cabling.

Place on cable tray only where such placement is indicated on the plans.

END OF SECTION

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City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING

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SECTION 17150

COMMUNICATIONS HORI ONTAL CABLING
PART 1 GENERAL

1.1 SUMMARY
A. Section includes, but is not necessarily limited to provision of:

1. Horizontal Station Cabling
a. Horizontal copper station cabling, meeting TIA/EIA Category 6 standards, homerun from receptacles to indicated BDF. Terminate on rack mounted patch panels, as indicated.

2. For all cabling:
a. Terminate on patch panels as specified in Section 17119 – Communications Termination Blocks and Patch Panels.
b. Test cabling to demonstrate performance meets or exceeds specified standards using test equipment and methods as specified in Section 17100 – Structured Cabling, Basic Materials and Methods. c. Label cables, jacks, plates and patch panels as specified in Section 17053 – Identification for Communications Systems.
d. Document on Record Documents as described in Section 17010 – Common Work Results for Communications.

B. Related Documents:

1. Specification Section 17010 – Common Work Results for Communications applies to this Section.

C. Related Work in Other Sections:

1. Section 17029 – Hangers and Supports for Communications Systems a. J-hooks and hangers for the work of this Section.

2. Section 17033 – Conduits and Backboxes for Communications Systems a. Empty raceway for the work of this Section.

3. Section 17036 – Cable Trays for Communications Sytstems a. Empty tray for the work of this Section.

4. Section 17039 – Surface Raceways for Communications Systems a. Empty raceway for the work of this Section.

5. Section 17053 – Identification for Communications Systems a. Labeling systems and execution for the work of this Section.

6. Section 17119 – Communications Termination Blocks and Patch Panels a. Specification for patch panels and blocks used by work of this Section

7. Section 17123 – Communications Cable Management
a. Specification for innerduct, backboard and patch cord management used by the work of this Section.

1.2 REFERENCES
A. As listed in Section 17100 – Structured Cabling, Basic Materials and Methods.

1.3 SUBMITTALS

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A. Conform with the requirements of Section 01300 – Administrative Requirements and Section 17010 – Common Work Results for Communications.

1.4 DELI ERY, STORAGE AND HANDLING
A. Procedures: In accordance with Section 01600 – Product Requirements and Section 17100 – Structured Cabling, Basic Materials and Methods.

1.5 SE UENCING
A. Not Used.

PART 2 PRODUCTS

2.1 GENERAL
A. All products shall be NEW.

B. All devices shall comply with all parts of ANSI/TIA/EIA 568-B.1, B.2, B.3 Commercial Building Telecommunications Standard.

C. The wiring configuration for all telecommunications devices shall be T568-B.

D. All UTP cabling shall meet or exceed all requirements in this specification, ANSI/TIA/EIA S-80-576 that are applicable to four-pair inside wiring cable for nonplenum spaces within a building.

E. All Copper data cabling and data connectivity products shall be manufacturerrecommended end-to-end combinations (patch cords, station connectors, horizontal cabling, and patch panels). The selected combination must meet the following criteria:

1. ETL erified Components to ANSI/TIA-568-B.2-1 (Category 6)

2. ETL erified Patch Cords to ANSI/TIA-568-B.2-1 (Category 6)

3. ETL erified Communications Cables to ANSI/TIA 568-B.2-1 (Category 6).

F. Products are specified throughout this specification either by reference standard or by manufacturer and part number in order to establish quality and performance characteristics of individual products. Contractor s options for selecting each product are as follows:

1. Product specified only by reference standards: Select any product meeting standards.

2. Product specified by naming several products and/or manufacturers: Select any product and/or manufacturer named.

3. Product specified by naming several products and/or manufacturers and reference standards: Select any product meeting standards. Product and/or manufacturer names indicate products and/or manufacturers, which meet standards.

4. Product specified by naming only product: Select product specified.

5. Product specified by naming one or more products and stating or equal with the specified product: Select any product named or submit request for substitution for any product not specifically named. Product substitutions submitted prior to bid shall be handled according to procedures outlined in section 00430 – Supplements to Bid Form. Product substitutions submitted after contract award shall be handled according to procedures outlined in sections 00700 – General Requirements and 01600 – Product Requirements.

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2.2 DATA AND OICE HORI ONTAL CABLE
A. Drawing Reference:

1. Plenum rated (CMP) cables: UTP6-4P, where:
cable count

2. Riser rated (CMR) cables: UTP6-4, where:
cable count
B. The horizontal cable, running to/from each data or voice port, shall be BLUE in color.

C. Manufacturer:

1. In plenum spaces, Berk-Tek 4 pair, 24 AWG, Category 6, CMP, LanMark 1000 P/N 10032094 or equal.

2. In spaces not noted as plenum space, Berk-Tek 4 pair, 24 AWG, Category 6, CMR, LanMark 1000 P/N 10032455 or equal.

2.3 MODULAR JACKS AND BLANK INSERTS
A. Modular Jacks

1. Single modular inserts for data and voice ports shall be 8-position, 8- conductor, 180 , T568A/B.

2. Manufacturer:
a. The modular insert for data port #1 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal.
b. The modular insert for data port #2 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal.
c. The modular insert for data port #3 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal.
d. The modular insert for data/voice port #4 shall be DARK BLUE, Ortronics P/N OR-TJ600-36 or equal.

B. Blank Inserts

1. All empty positions within a faceplates and surface mount boxes shall be filled with blank inserts.

2. Manufacturer:
a. Ortronics TracJack, FOG WHITE P/N OR-42100002-88 or equal.

2.4 WORK AREA FACEPLATES AND DE ICE BOXES
A. Drawing Reference:

1. MMP4 Wall mount, single gang, 4-port faceplate

2. MMP6 Wall mount, single gang, 6-port faceplate

3. IRR4 Inline surface raceway, single gang, 4-port faceplate

4. IRR6 Inline surface raceway, single gang, 6-port faceplate

5. OMP4 System furniture, 4-port faceplate

6. OMP6 System furniture, 6-port faceplate
B. All faceplates shall be UL listed and CSA certified.

C. All faceplates shall be constructed of high-impact, ABS plastic UL 94 -0 construction (unless otherwise specified).

D. All faceplates shall have a minimum of four (4) modular inserts.

E. Manufacturer:

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1. Wall mount, single gang 4 port faceplate Ortronics TracJack Series, FOG WHITE, P/N OR-40300546 or equal.

2. Wall mount, single gang, 6 port faceplate Ortronics TracJack Series, FOG WHITE, P/N OR-40300545 or equal.

3. Inline surface raceway faceplates shall be from the same manufacturer and product series as the raceway itself. Faceplates shall be specifically designed by the manufacturer to accept the data and voice modular inserts specified in this section.

4. System furniture, 4-port faceplate Ortronics TracJack Series, BLACK, P/N OR-40300633-00 or equal.

2.5 WALL TELEPHONE FACEPLATES
A. Drawing References:

1. Wall Mounted Telephone, Flush

2. 630A
B. Construction, where not otherwise specified, scheduled, or indicated:

1. Mechanically fastened to building or similar. Adhesive fastening is not acceptable.

2. Stainless steel or high strength 94 O plastic.

3. Mounts to single gang ring, single gang box, or surface mount box. Refer to schedule on drawings.

4. Shall accept one (1) modular jack specified in paragraph 2.3.

5. Face of jack is flush with surface of faceplate when mounted into faceplate.

C. Manufacturer:

1. Ortronics OR-40300637

2. Or equal.

2.6 DATA PATCH CORDS
A. All UTP patch cords shall be factory terminated.

B. Lengths at the workstation shall not be less than 5 ft nor more than 9 ft.

C. Lengths at the patch panel shall not be less than 3 ft nor more than 15 ft.

D. Coordinate lengths in with the owner through the construction chain of command prior to purchasing.

E. Manufacturer:

1. 3 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC603-06 or equal.

2. 5 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC605-06 or equal.

3. 7 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC607-06 or equal.

4. 9 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC609-06 or equal.

5. 15 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC615-06 or equal.

2.7 OICE PATCH CORDS
A. This section applies to patch cords used to distribute dial tone from voice backbone termination blocks to patch panels in the telecommunications Entrance Facility (EF)

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and each Telecommunications Room (TR) ONLY. See paragraph 2.5 for specifications for patch cords used to distribute data connections in Telecommunications Equipment Rooms (ER), Telecommunications Rooms (TR), and work areas.

B. oice patch cords shall be single-ended, 4-pair solid cable assembly, T568B, gray jacket, 20 ft, CMR, no boot
C. Manufacturer:

1. Siemon P/N IC5-8A-20

2. Or equal.

2. UNSPECIFIED PRODUCTS
A. Any product not specifically addressed in this specification or on the drawings but required in order to provide a complete and functional structured cabling system shall be provided by the telecommunications contractor in a quantity and level of quality consistent with the specified items. Unspecified products shall be approved by the owner through the construction chain of command prior to installation. Product submittal requirements for specified products shall also apply to unspecified products.

PART 3 EXECUTION

3.1 GENERAL
A. All devices shall comply with ANSI/TIA/EIA 568-B., B.2, B.3 Commercial Buildings Telecommunications Standard.

B. All telecommunication outlets shall be T568B wiring configuration.

C. All products shall meet or exceed all requirements of this specification.

D. The telecommunications contractor s work shall comply with all contract documents including, but not limited to:

1. Architectural floor plans

2. Furniture plans

3. Equipment layouts

4. Electrical contract documents

5. Telecommunications contract documents
E. The telecommunications contractor shall coordinate all work with all other trades and:

1. Project manager

2. General contractor

3. Electrical contractor

4. Owner
F. The telecommunications contractor shall refer to drawings for pathways including sleeves, conduits, cable trays and runways, and J-hook supports to be utilized for the structured cabling system.

G. The telecommunications contractor shall perform work so that progress of entire project including work of other sections is not interfered with or delayed.

H. The telecommunications contractor shall obtain detailed installation information from all manufacturers under other specification sections that affect the installation of the

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