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Vermont Avenue Apartments 16700 - 1Los Angeles, California COMMUNICATION SYSTEMSJohn Cotton Architects Permit/Bid Set 09/03/10

SECTION 16700 - COMMUNICATION SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:1. Pathways.2. UTP cabling.3. Coaxial cable.4. Cable connecting hardware, patch panels, and cross-connects.5. Telecommunications outlet/connectors.6. Cabling system identification products.7. Cable management system.

B. Related Sections:1. Division 16 Section "Basic Electrical and Material Method".and “General Electrical

Requirements”

1.3 DEFINITIONS

A. Basket Cable Tray: A fabricated structure consisting of wire mesh bottom and side rails.

B. BICSI: Building Industry Consulting Service International.

C. Channel Cable Tray: A fabricated structure consisting of a one-piece, ventilated-bottom or solid-bottom channel.

D. Consolidation Point: A location for interconnection between horizontal cables extending from building pathways and horizontal cables extending into furniture pathways.

E. Cross-Connect: A facility enabling the termination of cable elements and their interconnection or cross-connection.

F. EMI: Electromagnetic interference.

G. IDC: Insulation displacement connector.

H. Ladder Cable Tray: A fabricated structure consisting of two longitudinal side rails connected by individual transverse members (rungs).

I. LAN: Local area network.

J. MUTOA: Multiuser telecommunications outlet assembly, a grouping in one location of several telecommunications outlet/connectors.

K. Outlet/Connectors: A connecting device in the work area on which horizontal cable or outlet cable terminates.

L. RCDD: Registered Communications Distribution Designer.

M. Solid-Bottom or Nonventilated Cable Tray: A fabricated structure consisting of longitudinal side rails and a bottom without ventilation openings.


N. Trough or Ventilated Cable Tray: A fabricated structure consisting of longitudinal side rails and a bottom having openings for the passage of air.

O. UTP: Unshielded twisted pair.

1.4 HORIZONTAL CABLING DESCRIPTION

A. Horizontal cable and its connecting hardware provide the means of transporting signals between the telecommunications outlet/connector and the horizontal cross-connect located in the communications equipment room. This cabling and its connecting hardware are called "permanent link," a term that is used in the testing protocols.1. TIA/EIA-568-B.1 requires that a minimum of two telecommunications outlet/connectors

be installed for each work area.2. Horizontal cabling shall contain no more that one transition point or consolidation point

between the horizontal cross-connect and the telecommunications outlet/connector.3. Bridged taps and splices shall not be installed in the horizontal cabling.4. Splitters shall not be installed as part of the optical fiber cabling.

B. A work area is approximately 100 sq. ft. (9.3 sq. m), and includes the components that extend from the telecommunications outlet/connectors to the station equipment.

C. The maximum allowable horizontal cable length is 295 feet (90 m). This maximum allowable length does not include an allowance for the length of 16 feet (4.9 m) to the workstation equipment. The maximum allowable length does not include an allowance for the length of 16 feet (4.9 m) in the horizontal cross-connect.

1.5 PERFORMANCE REQUIREMENTS

A. General Performance: Horizontal cabling system shall comply with transmission standards in TIA/EIA-568-B.1, when tested according to test procedures of this standard.

1.6 SUBMITTALS

A. Product Data: For each type of product indicated.1. For coaxial cable, include the following installation data for each type used:

a. Nominal OD.b. Minimum bending radius.c. Maximum pulling tension.

B. Shop Drawings:1. System Labeling Schedules: Electronic copy of labeling schedules that are part of the

cabling and asset identification system of the software.2. Cabling administration drawings and printouts.3. Wiring diagrams to show typical wiring schematics, including the following:

a. Cross-connects.b. Patch panels.c. Patch cords.

4. Cross-connects and patch panels. Detail mounting assemblies, and show elevations and physical relationship between the installed components.

5. Load calculations to show dead and live loads as not exceeding manufacturer's rating for tray and its support elements.

C. Qualification Data: For qualified layout technician, installation supervisor, and field inspector.

D. Source quality-control reports.

E. Field quality-control reports.


F. Maintenance Data: For splices and connectors to include in maintenance manuals.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: Cabling Installer must have personnel certified by BICSI on staff.1. Layout Responsibility: Preparation of Shop Drawings by an RCDD.2. Installation Supervision: Installation shall be under the direct supervision of Level 2

Installer, who shall be present at all times when Work of this Section is performed at Project site.

B. Surface-Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.1. Flame-Spread Index: 25 or less.2. Smoke-Developed Index: 50 or less.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

D. Telecommunications Pathways and Spaces: Comply with TIA/EIA-569-A.

E. Grounding: Comply with ANSI-J-STD-607-A.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Test cables upon receipt at Project site.1. Test each pair of UTP cable for open and short circuits.

1.9 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install cables and connecting materials until wet work in spaces is complete and dry, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period.

1.10 COORDINATION

A. Coordinate layout and installation of telecommunications pathways and cabling with Owner's telecommunications and LAN equipment and service suppliers.

B. Coordinate telecommunications outlet/connector locations with location of power receptacles at each work area.

PART 2 - PRODUCTS

2.1 PATHWAYS

A. General Requirements: Comply with TIA/EIA-569-A.

B. Cable Support: NRTL labeled for support of Category 6 cabling, designed to prevent degradation of cable performance and pinch points that could damage cable.1. Support brackets with cable tie slots for fastening cable ties to brackets.2. Lacing bars, spools, J-hooks, and D-rings.3. Straps and other devices.

C. Conduit and Boxes: Comply with requirements in Division 16 Section 1. Outlet boxes shall be no smaller than 2 inches (50 mm) wide, 3 inches (75 mm) high, and

2-1/2 inches (64 mm) deep.


2.2 BACKBOARDS

A. Backboards: Plywood, 3/4 by 48 by 96 inches (19 by 1220 by 2440 mm). Comply with requirements in Division 06 Section "Rough Carpentry" for plywood backing panels.

2.3 UTP CABLE

A. Manufacturers: Subject to compliance with requirements:1. Belden CDT Inc.; Electronics Division.2. Berk-Tek; a Nexans company.3. CommScope, Inc.4. Draka USA.5. 3M.

B. Description: 100-ohm, Cat 5e, 4-pair UTP, formed into 25-pair, binder groups covered with a blue thermoplastic jacket.1. Comply with ICEA S-90-661 for mechanical properties.2. Comply with TIA/EIA-568-B.1 for performance specifications.3. Comply with TIA/EIA-568-B.2, Category 5e.4. Listed and labeled by an NRTL acceptable to authorities having jurisdiction as complying

with UL 444 and NFPA 70 for the following types:a. Communications, General Purpose: Type CM or CMG.b. Communications, Plenum Rated: Type CMP, complying with NFPA 262.c. Multipurpose, Plenum Rated: Type MPP, complying with NFPA 262.d. Multipurpose, Riser Rated: Type MPR, complying with UL 1666.

2.4 UTP CABLE HARDWARE

A. Manufacturers: Subject to compliance with requirements:1. American Technology Systems Industries, Inc.2. Hubbell Premise Wiring.3. Molex Premise Networks; a division of Molex, Inc.4. Nordex/CDT; a subsidiary of Cable Design Technologies.5. Panduit Corp.6. Siemon Co. (The).

B. General Requirements for Cable Connecting Hardware: Comply with TIA/EIA-568-B.2, IDC type, with modules designed for punch-down caps or tools. Cables shall be terminated with connecting hardware of same category or higher.

C. Cross-Connect: Modular array of connecting blocks arranged to terminate building cables and permit interconnection between cables.1. Number of Terminals per Field: One for each conductor in assigned cables.

D. Patch Panel: Modular panels housing multiple-numbered jack units with IDC-type connectors at each jack for permanent termination of pair groups of installed cables.1. Number of Jacks per Field: One for each four-pair UTP cable indicated.

E. Jacks and Jack Assemblies: Modular, color-coded, eight-position modular receptacle units with integral IDC-type terminals.

F. Patch Cords: Factory-made, four-pair cables in 36-inch (900 mm) lengths; terminated with eight-position modular plug at each end.1. Patch cords shall have color-coded boots for circuit identification.


2.5 COAXIAL CABLE

A. Manufacturers: Subject to compliance with requirements:1. Belden CDT Inc.; Electronics Division.2. Coleman Cable, Inc.3. Draka USA.

B. Cable Characteristics: Broadband type, recommended by cable manufacturer specifically for broadband data transmission applications. Coaxial cable and accessories shall have 75-ohm nominal impedance with a return loss of 20 dB maximum from 7 to 806 MHz.

C. RG-6/U: NFPA 70, Type CATV or CM.1. No. 16 AWG, solid, copper-covered steel conductor; gas-injected, foam-PE insulation.2. Double shielded with 100 percent aluminum-foil shield and 60 percent aluminum braid.3. Jacketed with black PVC or PE.4. Suitable for indoor installations.

2.6 COAXIAL CABLE HARDWARE

A. Manufacturers: Subject to compliance with requirements:1. Leviton Voice & Data Division.2. Siemon Co. (The).

B. Coaxial-Cable Connectors: Type BNC, 75 ohms.

2.7 TELECOMMUNICATIONS OUTLET/CONNECTORS

A. Jacks: Cat 5e, 100-ohm, balanced, twisted-pair connector; four-pair, eight-position modular. Comply with TIA/EIA-568-B.1.

B. Workstation Outlets: Two or Four-port-connector assemblies mounted in single faceplate.1. Plastic Faceplate: High-impact plastic. Coordinate color with Division 16 Section "Wiring

Devices."2. For use with snap-in jacks accommodating any combination of UTP, optical fiber, and

coaxial work area cords.3. Flush mounting jacks, positioning the cord at a 45-degree angle.4. Legend: Machine printed, in the field, using adhesive-tape label.5. Legend: Snap-in, clear-label covers and machine-printed paper inserts.

2.8 RESIDENTIAL MAIN MEDIA DISTRIBUTION CABINET

A. The enclosure shall be completely modular. The enclosure shall be structured to support voice, data and video using hubs with the following capabilities:1. Phone distribution hubs shall manage four incoming lines and distribute service to eight

outlets. The phone distribution hub shall have test ports for both the incoming and outgoing connection to ensure proper performance of every phone system. The phone distribution hub shall contain a built in security system interface capable of overriding phone service to transmit safety alarms in the event of an emergency. The phone distribution hub shall facilitate service expansion without using additional space within the base of the enclosure.

2. Cat 5e data hub shall have six ports and offer 110 punchdown terminations, which shall be positioned on the front of the hub. The category 5e data hub shall facilitate service expansion without using additional space within the base of the enclosure.

3. Passive video splitters shall be 1 GHz or 2GHz. 4. A cable management kit shall be available to help organize and route the cables in the

enclosure


5. A grounding kit shall be available with the necessary components to properly ground the installation

B. The enclosure shall have a dual directional-hinged door allowing for the door to open to the left or to the right.

C. The door of the enclosure shall have a locking mechanism.

D. The enclosure shall provide means to securely hold third party equipment, such as routers or switches.

2.9 GROUNDING

A. Comply with requirements in Division 16 Section "Grounding” for grounding conductors and connectors.

B. Comply with ANSI-J-STD-607-A.

2.10 IDENTIFICATION PRODUCTS

A. Comply with TIA/EIA-606-A and UL 969 for labeling materials, including label stocks, laminating adhesives, and inks used by label printers.

B. Comply with requirements in Division 16 Section "Identification for Electrical Systems."

2.11 CABLE MANAGEMENT SYSTEM

A. Document physical characteristics by recording the network, TIA/EIA details, and connections between equipment and cable.

B. Information shall be presented in database view.

2.12 SOURCE QUALITY CONTROL

A. Factory test UTP and optical fiber cables on reels according to TIA/EIA-568-B.1.

B. Factory test UTP cables according to TIA/EIA-568-B.2.

C. Cable will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports.

PART 3 - EXECUTION

3.1 WIRING METHODS

A. Wiring Method: Install cables in raceways and cable trays except within consoles, cabinets, desks, and counters. Conceal raceway and cables except in unfinished spaces.1. Install plenum cable in environmental air spaces, including plenum ceilings.2. Comply with requirements for raceways and boxes specified in Division 16 Section

"Raceway and Boxes for Electrical Systems."

B. Wiring Method: Conceal conductors and cables in accessible ceilings, walls, and floors where possible.

C. Wiring within Enclosures: Bundle, lace, and train cables to terminal points with no excess and without exceeding manufacturer's limitations on bending radii. Provide and use lacing bars and distribution spools.

3.2 INSTALLATION OF PATHWAYS

A. Cable Trays: Comply with NEMA VE 2 and TIA/EIA-569-A-7.


B. Comply with requirements for demarcation point, pathways, cabinets, and racks specified in this section. Drawings indicate general arrangement of pathways and fittings.

C. Comply with TIA/EIA-569-A for pull-box sizing and length of conduit and number of bends between pull points.

D. Comply with requirements in Division 16 Section "Raceway and Boxes for Electrical Systems" for installation of conduits and wireways.

E. Install manufactured conduit sweeps and long-radius elbows whenever possible.

F. Pathway Installation in Communications Equipment Rooms:1. Position conduit ends adjacent to a corner on backboard where a single piece of plywood

is installed, or in the corner of room where multiple sheets of plywood are installed around perimeter walls of room.

2. Install cable trays to route cables if conduits cannot be located in these positions.3. Secure conduits to backboard when entering room from overhead.4. Extend conduits 3 inches (76 mm) above finished floor.5. Install metal conduits with grounding bushings and connect with grounding conductor to

grounding system.

G. Backboards: Install backboards with 96-inch (2440-mm) dimension vertical. Butt adjacent sheets tightly, and form smooth gap-free corners and joints.

3.3 INSTALLATION OF CABLES

A. Comply with NECA 1.

B. General Requirements for Cabling:1. Comply with TIA/EIA-568-B.1.2. Comply with BICSI ITSIM, Ch. 6, "Cable Termination Practices."3. Install 110-style IDC termination hardware unless otherwise indicated.4. MUTOA shall not be used as a cross-connect point.5. Consolidation points may be used only for making a direct connection to

telecommunications outlet/connectors:a. Do not use consolidation point as a cross-connect point, as a patch connection, or

for direct connection to workstation equipment.b. Locate consolidation points for UTP at least 49 feet (15 m) from communications

equipment room.6. Terminate conductors; no cable shall contain unterminated elements. Make terminations

only at indicated outlets, terminals, cross-connects, and patch panels.7. Cables may not be spliced. Secure and support cables at intervals not exceeding 30

inches (760 mm) and not more than 6 inches (150 mm) from cabinets, boxes, fittings, outlets, racks, frames, and terminals.

8. Install lacing bars to restrain cables, to prevent straining connections, and to prevent bending cables to smaller radii than minimums recommended by manufacturer.

9. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii, but not less than radii specified in BICSI ITSIM, "Cabling Termination Practices" Chapter. Install lacing bars and distribution spools.

10. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not splice cable between termination, tap, or junction points. Remove and discard cable if damaged during installation and replace it with new cable.

11. Cold-Weather Installation: Bring cable to room temperature before dereeling. Heat lamps shall not be used for heating.


12. In the communications equipment room, install a 10-foot- (3-m-) long service loop on each end of cable.

13. Pulling Cable: Comply with BICSI ITSIM, Ch. 4, "Pulling Cable." Monitor cable pull tensions.

C. UTP Cable Installation:1. Comply with TIA/EIA-568-B.2.2. Do not untwist UTP cables more than 1/2 inch (12 mm) from the point of termination to

maintain cable geometry.

D. Outdoor Coaxial Cable Installation:1. Install outdoor connections in enclosures complying with NEMA 250, Type 4X. Install

corrosion-resistant connectors with properly designed O-rings to keep out moisture.2. Attach antenna lead-in cable to support structure at intervals not exceeding 36 inches

(915 mm).

E. Separation from EMI Sources:1. Comply with BICSI TDMM and TIA/EIA-569-A for separating unshielded copper voice

and data communication cable from potential EMI sources, including electrical power lines and equipment.

2. Separation between open communications cables or cables in nonmetallic raceways and unshielded power conductors and electrical equipment shall be as follows:a. Electrical Equipment Rating Less Than 2 kVA: A minimum of 5 inches (127 mm).b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 12 inches (300

mm).c. Electrical Equipment Rating More Than 5 kVA: A minimum of 24 inches (610

mm).3. Separation between communications cables in grounded metallic raceways and

unshielded power lines or electrical equipment shall be as follows:a. Electrical Equipment Rating Less Than 2 kVA: A minimum of 2-1/2 inches (64

mm).b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 6 inches (150

mm).c. Electrical Equipment Rating More Than 5 kVA: A minimum of 12 inches (300

mm).4. Separation between communications cables in grounded metallic raceways and power

lines and electrical equipment located in grounded metallic conduits or enclosures shall be as follows:a. Electrical Equipment Rating Less Than 2 kVA: No requirement.b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 3 inches (76

mm).c. Electrical Equipment Rating More Than 5 kVA: A minimum of 6 inches (150 mm).

5. Separation between Communications Cables and Electrical Motors and Transformers, 5 kVA or HP and Larger: A minimum of 48 inches (1200 mm).

6. Separation between Communications Cables and Fluorescent Fixtures: A minimum of 5 inches (127 mm).

3.4 FIRESTOPPING

A. Comply with requirements in Division 07 Section "Penetration Firestopping."

B. Comply with TIA/EIA-569-A, Annex A, "Firestopping."

C. Comply with BICSI TDMM, "Firestopping Systems" Article.


3.5 GROUNDING

A. Install grounding according to BICSI TDMM, "Grounding, Bonding, and Electrical Protection" Chapter.

B. Comply with ANSI-J-STD-607-A.

C. Locate grounding bus bar to minimize the length of bonding conductors. Fasten to wall allowing at least 2-inch (50-mm) clearance behind the grounding bus bar. Connect groundingbus bar with a minimum No. 4 AWG grounding electrode conductor from grounding bus bar to suitable electrical building ground.

D. Bond metallic equipment to the grounding bus bar, using not smaller than No. 6 AWG equipment grounding conductor.

3.6 IDENTIFICATION

A. Identify system components, wiring, and cabling complying with TIA/EIA-606-A. Comply with requirements for identification specified in Division 16 Section "Identification for Electrical Systems."

B. Comply with requirements in Division 09 Section "Interior Painting" for painting backboards. For fire-resistant plywood, do not paint over manufacturer's label.

C. Cable Schedule: Post in prominent location in each equipment room and wiring closet. List incoming and outgoing cables and their designations, origins, and destinations. Protect with rigid frame and clear plastic cover. Furnish an electronic copy of final comprehensive schedules for Project.

D. Cable and Wire Identification:1. Label each cable within 4 inches (100 mm) of each termination and tap, where it is

accessible in a cabinet or junction or outlet box, and elsewhere as indicated.2. Each wire connected to building-mounted devices is not required to be numbered at

device if color of wire is consistent with associated wire connected and numbered within panel or cabinet.

3. Exposed Cables and Cables in Cable Trays and Wire Troughs: Label each cable at intervals not exceeding 15 feet (4.5 m).

4. Label each terminal strip and screw terminal in each cabinet, rack, or panel.a. Individually number wiring conductors connected to terminal strips, and identify

each cable or wiring group being extended from a panel or cabinet to a building-mounted device shall be identified with name and number of particular device as shown.

b. Label each unit and field within distribution racks and frames.5. Identification within Connector Fields in Equipment Rooms and Wiring Closets: Label

each connector and each discrete unit of cable-terminating and connecting hardware. Where similar jacks and plugs are used for both voice and data communication cabling, use a different color for jacks and plugs of each service.

6. Uniquely identify and label work area cables extending from the MUTOA to the work area. These cables may not exceed the length stated on the MUTOA label.

E. Labels shall be preprinted or computer-printed type with printing area and font color that contrasts with cable jacket color but still complies with requirements in TIA/EIA-606-A.1. Cables use flexible vinyl or polyester that flex as cables are bent.

3.7 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Tests and Inspections:


1. Visually inspect UTP and optical fiber cable jacket materials for NRTL certification markings. Inspect cabling terminations in communications equipment rooms for compliance with color-coding for pin assignments, and inspect cabling connections for compliance with TIA/EIA-568-B.1.

2. Visually confirm Category 5e, marking of outlets, cover plates, outlet/connectors, and patch panels.

3. Visually inspect cable placement, cable termination, grounding and bonding, equipment and patch cords, and labeling of all components..

C. UTP Performance Tests:1. Test for each outlet and MUTOA. Perform the following tests according to TIA/EIA-568-

B.1 and TIA/EIA-568-B.2:a. Wire map.b. Length (physical vs. electrical, and length requirements).c. Insertion loss.d. Near-end crosstalk (NEXT) loss.e. Power sum near-end crosstalk (PSNEXT) loss.f. Equal-level far-end crosstalk (ELFEXT).g. Power sum equal-level far-end crosstalk (PSELFEXT).h. Return loss.i. Propagation delay.j. Delay skew.

2. Final Verification Tests: Perform verification tests for UTP systems after the complete communications cabling and workstation outlet/connectors are installed.

3. Voice Tests: These tests assume that dial tone service has been installed. Connect to the network interface device at the demarcation point. Go off-hook and listen and receive a dial tone. If a test number is available, make and receive a local, long distance, and digital subscription line telephone call.

4. Data Tests: These tests assume the Information Technology Staff has a network installed and is available to assist with testing. Connect to the network interface device at the demarcation point. Log onto the network to ensure proper connection to the network.

D. Document data for each measurement. Data for submittals shall be printed in a summary report that is formatted similar to Table 10.1 in BICSI TDMM, or transferred from the instrument to the computer, saved as text files, and printed and submitted.

E. End-to-end cabling will be considered defective if it does not pass tests and inspections.

F. Prepare test and inspection reports.

3.8 DEMONSTRATION

A. Owner's maintenance personnel in cable-plant management operations, including changing signal pathways for different workstations, rerouting signals in failed cables, and keeping records of cabling assignments and revisions when extending wiring to establish new workstation outlets.

END OF SECTION

PROJECT MANUAL

___________________________________________________________________

Vermont Avenue Apartments

4915 South Vermont Avenue

Los Angeles, California 90037

________________________________________________________

Developed By:

Vermont 4925, LP

1640 S. Sepulveda Boulevard, Suite 425

Los Angeles, California 90025

________________________________________________________

John Cotton Architects

3816 Main Street

Culver City, California 90232

JCA Project # 112.09

Issue date: Permit/Bid Set 09-03-10

Key to Issue Activity Log: R = Issued for Review. B = Issued for Bid. G = Issued for GMAX. P = Issued for Permit./Plan Check

C = Issued for Construction. A= Revised. D = Deleted.

Vermont Avenue Apartments 00010 - 14915 S. Vermont Avenue, Los Angeles, California TABLE OF CONTENTSJohn Cotton ArchitectsJCA Project # 112.09

Permit/Bid Set 09/03/10

TABLE OF CONTENTS00010

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INTRODUCTORY INFORMATION00001 COVER PAGE B00010 TABLE OF CONTENTS R B

BIDDING REQUIREMENTS00700 A201, General Conditions of the Contract for Construction B

DIVISION 1 GENERAL REQUIREMENTS01100 SUMMARY R B01250 CONTRACT MODIFICATION PROCEDURES R BAttachments: Supplemental Instruction R B

Request for Interpretation R BDeviation Request R BContemplated Change Order (CCO) R BChange Order R BChange Directive R B

01290 PAYMENT PROCEDURES R B01310 PROJECT MANAGEMENT AND COORDINATION R B01315 PROJECT DATA BASE ADMINISTRATION R B01320 CONSTRUCTION PROGRESS DOCUMENTATION R B01322 PHOTOGRAPHIC DOCUMENTATION R B01330 SUBMITTAL PROCEDURES

Shop Drawing and Sample Transmittal FormRR

BB

01352 LEED REQUIREMENTS R B01400 QUALITY REQUIREMENTS R B01420 REFERENCES R B01460 GENERAL ACOUSTICAL REQUIREMENTS R B01500 TEMPORARY FACILITIES, CONTROLS AND PROTECTION R B01524 CONSTRUCTION WASTE MANAGEMENT R B01571 STORMWATER POLLUTION CONTROL MEASURES R B

01600 PRODUCT REQUIREMENTS Substitution Request Form

RR

BB

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Vermont Avenue Apartments 00010 - 24915 S. Vermont Ave., Los Angeles, California TABLE OF CONTENTSJohn Cotton ArchitectsJCA Project # 112.09


01700 EXECUTION REQUIREMENTS R B01731 CUTTING AND PATCHING R B01770 CLOSEOUT PROCEDURES R B01781 PROJECT RECORD DOCUMENTS R B01810 GENERAL COMMISSIONING REQUIREMENTS R B

DIVISION 2 SITEWORK02220 DEMOLITION R B02300 EARTHWORK R B02510 WATER DISTRIBUTION R B02530 SANITARY SEWERAGE R B02620 SUBDRAINAGE R B02630 STORM DRAINAGE R B02741 ASPHALTIC CONCRETE R B02751 CEMENT CONCRETE PAVEMENT R B02764 PAVEMENT JOINT SEALANTS R B02791 PLAYGROUND SURFACE SYSTEMS B02810 LANDSCAPE IRRIGATION R B02900 LANDSCAPE PLANTING R B

DIVISION 3 CONCRETE03100 CONCRETE FORMWORK R B03200 CONCRETE REINFORCEMENT R B03300 CAST-IN-PLACE CONCRETE R B03540 CEMENTITIOUS-BASED UNDERLAYMENT R B

DIVISION 4 MASONRY04220 CONCRETE MASONRY UNITS R B

DIVISION 5 METALS05120 STRUCTURAL STEEL R B05500 METAL FABRICATIONS R B05511 METAL STAIRS R B05521 PIPE AND TUBE RAILINGS R B

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05730 ORNAMENTAL FORMED METAL R B

DIVISION 6 WOOD AND PLASTIC06100 ROUGH CARPENTRY R B06112 FRAMING AND SHEATHING R B06160 GYPSUM SHEATHING AND WEATHER BARRIER R B06186 PARALLAM LUMBER R B06196 PLYWOOD WEB JOISTS R B06201 EXTERIOR FINISH CARPENTRY R B06202 INTERIOR FINISH CARPENTRY R B06402 INTERIOR ARCHITECTURAL WOODWORK R B06415 STONE COUNTERTOPS R B

DIVISION 7 THERMAL AND MOISTURE PROTECTION07131 SELF-ADHERING SHEET WATERPROOFING R B07141 COLD FLUID-APPLIED WATERPROOFING R B07180 TRAFFIC COATINGS R B07210 BUILDING INSULATION R B07460 FIBER-CEMENT SIDING R B07552 MODIFIED-BITUMINOUS MEMBRANE ROOFING R B07620 FLASHING AND SHEET METAL TRIM R B07841 THROUGH PENETRATION FIRESTOP SYSTEMS R B07842 FIRE-RESISTIVE JOINT SYSTEMS R B07920 JOINT SEALANTS R B

DIVISION 8 DOORS AND WINDOWS08110 STEEL DOORS AND FRAMES R B08162 FOLDING ALUMINUM DOOR SYSTEM R B08211 FLUSH WOOD DOORS R B08311 ACCESS DOORS AND FRAMES R B08411 ALUMINUM FRAMED ENTRANCES AND STOREFRONT R B08561 VINYL DOORS AND WINDOWS R B08710 DOOR HARDWARE B08800 GLAZING R B

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DIVISION 9 FINISHES09220 PORTLAND CEMENT PLASTER R B09250 GYPSUM BOARD ASSEMBLIES R B09310 CERAMIC TILE R B09652 LINOLEUM SHEET FLOORING R B09653 RESILIENT WALL BASE AND ACCESSORIES R B09680 CARPET AND CARPET TILE R B09900 PAINTS AND COATINGS R B09962 GRAFITTI RESISTANT COATINGS R B

DIVISION 10 SPECIALTIES10200 LOUVERS AND VENTS R B10310 BARBEQUE GRILLE R B10522 FIRE EXTINGUISHER CABINETS R B10550 POSTAL SPECIALTIES R B10801 TOILET ACCESSORIES R B

DIVISION 11 EQUIPMENT11150 PARKING CONTROL AND SECURITY ORNAMENTAL

METAL FENCES AND GATESR B

11451 RESIDENTIAL APPLIANCES R B

DIVISION 12 FURNISHINGS12492 VERTICAL LOUVER BLINDS R B

DIVISION 13 SPECIAL CONSTRUCTIONNOT USED

DIVISION 14 VERTICAL TRANSPORTATION14240 HYDRAULIC ELEVATORS R B14560 TRASH CHUTES R B

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DIVISION 15 MECHANICAL15010 BASIC MECHANICAL REQUIREMENTS B15200 NOISE, VIBRATION AND SEISMIC CONTROL B15250 INSULATION B15400 PLUMBING B15450 COMMISSIONING OF PLUMBING B

15500 AUTOMATIC FIRE SPRINKLER SYSTEM B

15661 SPLIT A/C UNIT B15820 FANS B15840 DUCTWORK B15850 COMMISSIONING OF HVAC SYSTEMS B15870 GRILLES, REGISTERS AND DIFFUSERS B

DIVISION 16 ELECTRICAL

16010 GENERAL ELECTRICAL REQUIREMENTS B16050 BASIC ELECTRICAL MATERIALS AND METHODS B16100 COMMISSIONING OF ELECTRICAL B16700 COMMUNICATION SYSTEMS B

Key to Issue Date Record:

08/16/10: Draft issued for review

09/03/10: Permit/Bid Set

END OF TABLE OF CONTENTS

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Vermont Avenue Apartments 01100 - 14915 S. Vermont Avenue, Los Angeles, California SUMMARYJohn Cotton ArchitectsJCA Project # 112.09


SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:1. Work covered by the Contract Documents.2. Type of the Contract.3. Use of premises.4. Owner's occupancy requirements.5. Specification formats and conventions.

B. This Project is LEED Silver equivalency based on LEED for Homes Pilot for Mid-rise Multi-family Building in California, Version 1.1.

C. Related Sections include the following:1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing

temporary use of Owner's facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Vermont Avenue Apartments.1. Project Location: 4915 South Vermont Avenue. Los Angeles, California.

B. Owner: Vermont 4925, LP., 1640 Sepulveda Blvd., Suite 425, Los Angeles, CA, 90025. 310-575-3543.1. Contact: Aaron Mandel.

C. Architect: John Cotton Architects, 3816 Main Street, Culver City, California, 90232. 310-558-8616.

D. Contractor: Optimus Construction, Inc. has been engaged as Contractor for this Project.1. Contacts: Jeff Boysen 818-550-8411.

E. The Work consists of the following:1. The Work includes complete construction of a residential building.

1.4 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

1.5 USE OF PREMISES

A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.1. Driveways and Entrances: Keep driveways and entrances serving premises clear and available

to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.



a. Schedule deliveries to minimize use of driveways and entrances.b. Schedule deliveries to minimize space and time requirements for storage of materials and

equipment on-site.

1.6 OWNER'S OCCUPANCY REQUIREMENTS

A. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work

to be occupied before Owner occupancy.2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and

required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of building.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system.1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing

in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:1. Abbreviated Language: Language used in the Specifications and other Contract Documents is

abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied

where a colon (:) is used within a sentence or phrase.

1.8 WORK RESTRICTIONSA. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances,

operable windows, or outdoor air intakes.



PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01100



SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:1. Work covered by the Contract Documents.2. Type of the Contract.3. Use of premises.4. Owner's occupancy requirements.5. Specification formats and conventions.

B. This Project is LEED Silver equivalency based on LEED for Homes Pilot for Mid-rise Multi-family Building in California, Version 1.1.

C. Related Sections include the following:1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing

temporary use of Owner's facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Vermont Avenue Apartments.1. Project Location: 4915 South Vermont Avenue. Los Angeles, California.

B. Owner: Vermont 4925, LP., 1640 Sepulveda Blvd., Suite 425, Los Angeles, CA, 90025. 310-575-3543.1. Contact: Aaron Mandel.

C. Architect: John Cotton Architects, 3816 Main Street, Culver City, California, 90232. 310-558-8616.

D. Contractor: Optimus Construction, Inc. has been engaged as Contractor for this Project.1. Contacts: Jeff Boysen 818-550-8411.

E. The Work consists of the following:1. The Work includes complete construction of a residential building.

1.4 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

1.5 USE OF PREMISES

A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.1. Driveways and Entrances: Keep driveways and entrances serving premises clear and available

to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.



a. Schedule deliveries to minimize use of driveways and entrances.b. Schedule deliveries to minimize space and time requirements for storage of materials and

equipment on-site.

1.6 OWNER'S OCCUPANCY REQUIREMENTS

A. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work

to be occupied before Owner occupancy.2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and

required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of building.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system.1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing

in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:1. Abbreviated Language: Language used in the Specifications and other Contract Documents is

abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied

where a colon (:) is used within a sentence or phrase.

1.8 WORK RESTRICTIONSA. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances,

operable windows, or outdoor air intakes.

Supplemental Instructions Number: SI-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street

Culver City, California, 90232Tel: 310-558-8616 Fax: 310-558-8676

Contractor Architect’s Project No. 112.09StreetCity, StateTel: (000)000-0000 Fax: (000)000-0000 Date:

The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Price or Contract Time.

Description of the Work:

Attachments:Architect’s Memorandum Specifications DrawingsDetails and Sketches Computer Files CD-

The Architect’s instruction on this form does not authorize changes in the Work that will change contract price or contract time. Proceeding with the Work in accordance with the Architect’s instructions indicates Contractor acknowledgment that there will be no change in contract price or extension of contract time. New instructions and minor changes which are consistent with the Contract Documents, fall within the Contract Price, and do not extend contract time are issued on Supplemental Instruction form. New instructions which may change the Contract Price or Contract Time are issued on Contemplated Change Order form or by Change Directive, and are not approved by action taken by the Architect in this Supplemental Instruction.

Other:

Issued by:

Signature:______________________________________ Date:____________________________John Cotton Architects

Request for Interpretation Number: RFI-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street



This RFI form is prepared by the Contractor to request interpretations or clarifications of the intent of the Contract Documents, or to notify the Consultant of potential conflicts within Contract Documents or between the Documents and field conditions.

Contractor’s RequestReason for Request:

Require Clarification of Design Intent Changed/Found ConditionInformation appears to be unavailable in Contract Documents Apparent Constructability ProblemApparent conflict in Contract Documents Apparent Field ConflictOther:

Priority:High Normal Low

Condition requiring Clarification or Interpretation:Specification Sections:Reference Drawings: Description of Condition: Contractor's Recommended Options:

Attachments:Contractor’s Sketches Contractor’s Memorandum PhotographsMarked Architects Documents Computer Data Other:

The Architect’s response on this form does not authorize changes in the Work that will change contract price or contract time. Proceeding with the Work in accordance with the Architect’s response indicates Contractor acknowledgment that there will be no change in contract price or extension of contract time.

Originator RFI NO. Originator

Signature:__________________________________________________ Date: _________________________(Contractor)

Architect’s ResponseSee Drawing No:See Specification Reference: See Similar Condition Drawing No:

Comments:

New instructions and minor changes which are consistent with the Contract Documents, fall within the Contract Price, and do not extend contract time are issued on Supplemental Instruction form. New instructions which may change the Contract Price or Contract Time are issued on Contemplated Change Order form or by Change Directive, and are not approved by action taken by the Architect in this RFI response. Attachments: Refer to Supplemental Instructions No: SI-

Architect’s Memorandum No: Refer to Contemplated Change Order No: CCO-Other: Refer to Change Directive No: CD-

Deviation Request Number: DR-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street



This Deviation Request form is prepared by the Contractor to request the Architect’s acceptance of a minor variation from the intent of the Contract Documents. The full extent of the proposed deviation is described below and in attachments. If substitutions are proposed, attach a completed Substitution Request form.

Contractor’s RequestReason for Deviation Request:

Found/Changed Condition Constructability Problem Field ConflictProduct Unavailable Superior Product/Installation Conflict in Contract DocumentsOther:

Description of Variation:

Drawings Affected:Details Affected:Specification Sections:Substitution Request No.:

Attachments:Contractor’s Memorandum Contractor’s Sketches Substitution Request Form

Use of this form indicates Contractor’s acknowledgment that, if implemented, the proposed variation will not reduce project quality, not increase in contractprice, or require extension of contract time. The full extent of the requested variation is described above and in attachments.

Signature:___________________________________________________ Date: ________________

Architect’s ReviewNo Exceptions Taken Rejected - Submit Change Proposal EstimateAccepted with Revisions Noted Rejected - Submit Substitution Request See Supplemental Instructions No Rejected - Conform to Contract Documents

Comments:

Attachments:Architect’s Memorandum No: Refer to Change Directive CD-Supplemental Instructions No: Refer to Contemplated Change Order CCO-

Signature:______________________________________ Date:____________________________John Cotton Architects

Contemplated Change Order Number: CCO-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street



Please submit an itemized proposal for changes in the Contract Price and Contract Time for proposed modifications to Contract Documents described herein. If the Contractor determines the changes in this proposal request to be of a time sensitive nature notify the Architect in writing immediately.

This is not a Change Order, a Change Directive, or a Direction to Proceed with the work described in the proposed modifications.

Description of the Work:

Attachments:Architect’s Memorandum Specifications DrawingsDetails and Sketches Computer Files CD-

Other:

Requested by: ( Owner) ( Architect)

Signature Title Date

Change Order Number: CO-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street


Contractor Architect’s Project No. 112.09StreetCity, StateTel: (000)000-0000 Fax: (000)000-0000 Date: Contract for Construction of Vermont Avenue Apartments - Dated You are directed to make the following changes in this Contract:

Not valid until signed by the Owner, Architect, and Construction Manager/General Contractor. Signature of the Construction Manager/General Contractor indicates agreement herewith, including any adjustment in the Contract Price or the Contract Time.

The original Guaranteed Maximum Price was ……………………………. $ .Net change by previously authorized Change Orders…………………….. $ .

__________________________________________Guaranteed Maximum Price prior to this Change Order………………….. $ .The Guaranteed Maximum Price will be ( increased), ( decreased)( unchanged) by this Change Order…………………………………….. $ .

__________________________________________The new Guaranteed Maximum Price including this Change Order will be $ .

The Contract Time will be ( increased), ( decreased), ( unchanged) by………….. ( ) Days.As a result of this Change Order, the Date of Substantial Performance as of the date of this Change Order is…………

Recommended: Authorized: Agreed To:

____________________________ ____________________________ ____________________________Architect: John Cotton Architects Owner: GC:3816 Main Street Street StreetCulver City, California 90232 City, ST City, ST

By: By: By:

Date: Date: Date:

Change Directive Number: CD-Vermont Avenue Apartments John Cotton ArchitectsLos Angeles, California 3816 Main Street


Contractor Architect’s Project No. 112.09StreetCity, StateTel: (000)000-0000 Fax: (000)000-0000 Date: Contract for Construction of Vermont Avenue Apartments - Dated You are directed to make the following changes in this Contract:

Proposed Adjustments:Proposed Basis of Adjustment to the Guaranteed Maximum Price:

Unchanged Decreased by Lump Sum of $ As provided in Contract Increased by Lump Sum of $Unit Price of $ perAnd as Follows:

The Contract Time will be ( increased), ( decreased), ( unchanged) by………….. ( ) Days.

When Signed by the Owner and Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Change Directive (CD), and the Contractor shall proceed with the changes described above. Signature by the Contractor indicates the Contractor’s agreement with the proposed adjustments in Contract Price and Contract Time set forth in this Change Directive.

Recommended: Authorized: Agreed To:

____________________________ ____________________________ ____________________________Architect: John Cotton Architects Owner: CM/GC:3816 Main Street Street StreetCulver City, CA 90232 City, ST City, STBy: By: By:Date: Date: Date:

Vermont Avenue Apartments 01290 - 14915 S. Vermont Avenue, Los Angeles, California PAYMENT PROCEDURESJohn Cotton ArchitectsJCA Project # 112.09


SECTION 01290 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings, electronic data and general provisions of the Contract, including General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Sections include the following:1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling

changes to the Contract.2. Division 1 Section "Construction Progress Documentation" for administrative requirements go-

verning preparation and submittal of Contractor's Construction Schedule and Submittals Sche-dule.

3. Division 1 Section "LEED Requirements" for administrative requirements governing submittal of cost breakdown information required for LEED documentation.

1.3 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Con-struction Schedule.1. Correlate line items in the Schedule of Values with other required administrative forms and sche-

dules, including the following:a. Application for Payment forms with Continuation Sheets.b. Submittals Schedule.

2. Submit the Schedule of Values to Architect within 10 days of contract execution.

B. Format and Content: Use the Specification table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.b. Name of Owner.c. Name of Architect.d. Architect's Project number.e. Contractor's name and address.f. Date of submittal.

2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:a. Related Specification Section or Division.b. Description of the Work.c. Name of subcontractor.d. Name of manufacturer or fabricator.e. Name of supplier.f. Change Orders (numbers) that affect value.



g. Dollar value.1) Percentage of the Contract Price to nearest one-hundredth percent, adjusted to total

100 percent.3. Provide a breakdown of the Contract Price in enough detail to facilitate continued evaluation of

Applications for Payment and progress reports. Coordinate with the Specification table of con-tents. Provide several line items for principal subcontract amounts, where appropriate.a. Include separate line items under Contractor and principal subcontracts for LEED docu-

mentation and other project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.

4. Round amounts to nearest whole dollar; total shall equal the Contract Price.5. Provide a separate line item in the Schedule of Values for each part of the Work where Applica-

tions for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.a. Differentiate between items stored on-site and items stored off-site. Include evidence of

insurance or bonded warehousing if required.6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subse-

quent stage of completion, and for total installed value of that part of the Work.7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include to-

tal cost and proportionate share of general overhead and profit for each item.a. Temporary facilities and other major cost items that are not direct cost of actual work-in-

place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

8. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Change Directives result in a change in the Contract Price.

1.4 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.1. Initial Application for Payment, Application for Payment at time of Substantial completion of the

Work, and final Application for Payment involve additional requirements.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement be-tween Owner and Contractor. The period of construction Work covered by each Application for Pay-ment is the period indicated in the Agreement.

C. Application Preparation: Complete every entry on form by a person authorized to sign legal documents on behalf of Contractor and submit with a Statutory Declaration sworn before a Notary Public. Architectwill return incomplete applications without action.1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use

updated schedules if revisions were made.2. Include amounts of Change Orders and Change Directives issued before last day of construction

period covered by application.

D. Transmittal: Submit 3 signed and executed original copies of each Application for Payment to Architectby a method ensuring receipt within 24 hours. One copy shall include waivers of lien, and similar at-tachments if required.1. Transmit each copy with a transmittal form listing attachments and recording appropriate informa-

tion about application.

E. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.1. Submit partial waivers on each item for amount requested in previous application, after deduction

for retainage, on each item.



2. When an application shows completion of an item, submit final or full waivers.3. Owner reserves the right to designate which entities involved in the Work must submit waivers.4. Submit final Application for Payment with or preceded by final waivers from every entity involved

with performance of the Work covered by the application who is lawfully entitled to a lien.5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner.

F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following as applicable:1. List of Subcontractors.2. Schedule of Values.3. Contractor's Construction Schedule (preliminary if not final).4. Products list.5. Schedule of unit prices (if applicable).6. Submittals Schedule (preliminary if not final).7. List of Contractor's staff assignments.8. List of Contractor's principal consultants.9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the

Work.10. Initial progress report.11. Report of preconstruction conference.12. Certificates of insurance and insurance policies.13. Performance and payment bonds.14. Data needed to acquire Owner's insurance.15. Initial settlement survey and damage report if required.

G. Application for Payment at Substantial completion of the Work: Submit a written request for inspection for Substantial completion of the Work. On receipt of request, Architect will either proceed with inspec-tion or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial completion of the Work after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be is-sued.1. Include documentation supporting claim that the Work is substantially performed and a statement

showing an accounting of changes to the Contract Price.2. Upon review of the Work and the Certificate of Substantial completion of the Work, the Architect

will certify substantial completion by signing Certificate. The Architect will not unreasonably with-hold signature on the Certificate of Substantial completion. Contractor shall publish executed Certificate once in a construction trade newspaper in conformance with the Construction Lien Act.

H. Final Payment Application: Submit final Application for Payment with releases and supporting docu-mentation not previously submitted and accepted, including, but not limited, to the following:1. Evidence of completion of Project closeout requirements.2. Insurance certificates for products and completed operations where required and proof that taxes,

fees, and similar obligations were paid.3. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."4. AIA Document G706A, "Contractor's Affidavit of Release of Liens."5. AIA Document G707, "Consent of Surety to Final Payment."6. Updated final statement, accounting for final changes to the Contract Price.7. Evidence that claims have been settled. Itemize any unsettled claims and except from requested

payment amount.



8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial completion of the Work or when Owner took possession of and assumed responsibili-ty for corresponding elements of the Work.




Vermont Avenue Apartments 01310 - 14915 S. Vermont Avenue, Los Angeles, California PROJECT MANAGEMENT AND COORDINATIONJohn Cotton ArchitectsJCA Project # 112.09


SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings, electronic data and general provisions of the Contract, including General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project in-cluding, but not limited to, the following:1. General project coordination procedures.2. Conservation.3. Coordination Drawings.4. Administrative and supervisory personnel.5. Project meetings.

B. Related Sections: The following Sections contain requirements that relate to this Section:1. Division 1 Section “Project Database” for administrative provisions for organization and use of

Project Data Base.1. Division 1 Section "Construction Progress Documentation" for preparing and submitting the Con-

tractor's Construction Schedule.2. Division 1 Section “Temporary Facilities and Controls” for hardware and software requirements to

facilitate database use on site.3. Division 1 Section "Execution Requirements" for procedures for coordinating general installation

and field-engineering services, including establishment of benchmarks and control points.4. Division 1 Sections "Closeout Procedures" and “Project Record Documents” for coordinating

Contract closeout.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and opera-tion.1. Schedule construction operations in sequence required to obtain the best results where installa-

tion of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum acces-sibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meet-ings.1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is

required.



C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure order-ly progress of the Work. Such administrative activities include, but are not limited to, the following:1. Preparation of Contractor's Construction Schedule.2. Preparation of the Schedule of Values.3. Installation and removal of temporary facilities and controls.4. Delivery and processing of submittals.5. Progress meetings.6. Preinstallation conferences.7. Project closeout activities.

D. 2-Dimensional CAD Drawings: Report any discrepancies between dimensions indicated on hard copy drawings with dimensions indicated on electronic copy drawings to the Architect for resolution. Contrac-tor will proceed at his own risk if he fails to refer any discovered discrepancies to Architect for resolution.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Construction Coordination Drawings if limited space availability neces-sitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.1. Indicate relationship of components shown on separate shop drawings.2. Indicate required installation sequences.3. The following areas of the Work pose particularly complex coordination issues that must be spe-

cifically addressed on coordination drawings:a. Elements of mechanical, electrical, fire protection and plumbing work where they interface

with architectural and structural work.4. Refer to Division 15 Section "Basic Mechanical Materials and Methods" and Division 16 Section

"Basic Electrical Materials and Methods" for specific coordination drawing requirements for me-chanical and electrical installations.

B. Staff Names: Within 15 days of starting construction operations, submit a list of principal staff assign-ments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list office addresses and telephone numbers, including cell and of-fice telephone numbers of key personnel. Provide names, addresses, and telephone numbers of indi-viduals assigned as standbys in the absence of individuals assigned to Project during periods of ab-sense. Key personnel includes Senior Project Manager, Project Superintendent, and emergency contact individuals.1. Post copies of list in Project meeting room, in temporary field office, and by each temporary tele-

phone.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to Senior Project Manager and Project Superintendent, provide other administra-tive and supervisory personnel as required for proper performance of the Work.

1.6 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.1. Attendees: Inform participants and others involved, and individuals whose presence is required,

of date and time of each meeting. 2. Times: Schedule project meetings to coincide with Architect’s monthly project site visits when

practical. Notify Owner and Architect of scheduled meeting dates and times.3. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.



4. Minutes: Record significant discussions and agreements achieved. Distribute the meeting mi-nutes to everyone concerned, including Owner, and Architect within 3 days of the meeting. If meetings that are relevant to the Contractor are held by the Architect without the Contractor present, the Architect will also endeavor to distribute meeting minutes in a similar manor.

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner, Construction Manager, and Architect, but no later than 15 days after execu-tion of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.1. Attendees: Authorized representatives of Owner, Architect and their consultants; Contractor and

its superintendent; and other parties as identified by Owner, Architect or their consultants shall at-tend the conference. All participants at the conference shall be familiar with Project and autho-rized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:a. Tentative construction schedule.b. Phasing.c. Critical work sequencing.d. Designation of responsible personnel.e. Safety.f. Design Intent review.g. Procedures for processing field decisions and Change Orders.h. Procedures for processing Applications for Payment.i. Distribution of the Contract Documents.j. Submittal procedures.k. Preparation of Record Documents.l. Use of the premises.m. Responsibility for temporary facilities and controls.n. Parking availability.o. Office, work, and storage areas.p. Equipment deliveries and priorities.q. First aid.r. Security.s. Progress cleaning.t. Working hours.u. Public relations and media communications. Policies regarding statements to media and

other publicity or privacy issues.v. Erosion and Sedimentation Control.w. Construction Waste Managementx. Construction IAQ Management Plan.y. Commissioning Plan.z. LEED action plans.aa. LEED submittals.

C. Preconstruction Conferences with Major Sub-Contractors, Manufacturers and Suppliers: Conduct a preinstallation conference at Project site before start of each trade construction activity that requires coordination with other construction.1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected

by the installation and its coordination or integration with other materials and installations that



have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activ-ity under consideration, including requirements for the following:a. Contract Documents and design intent review.b. Options.c. Safety.d. Change Orders.e. Procedures for processing field decisions.f. Procedures for processing applications for payment.g. Purchases.h. Deliveries.i. Submittal Procedures.j. Review of mockups.k. Possible conflicts.l. Compatibility problems.m. Time schedules.n. Weather limitations.o. Manufacturer's written recommendations.p. Warranty requirements.q. Compatibility of materials.r. Acceptability of substrates.s. Temporary facilities and controls.t. Space and access limitations.u. Regulations of authorities having jurisdiction.v. Testing and inspecting requirements.w. Required performance results.x. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements.4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate

whatever actions are necessary to resolve impediments to performance of the Work and recon-vene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at least at monthly intervals. Coordinate dates of meetings with preparation of payment requests and with Architect’s monthly visits.1. Attendees: In addition to representatives of Owner and Architect, each Contractor, Subcontrac-

tor, Supplier, and other entity concerned with current progress or involved in planning, coordina-tion, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.a. Contractor's Construction Schedule: Review progress since the last meeting. Determine

whether each activity is on time, ahead of schedule, or behind schedule, in relation to Con-tractor's Construction Schedule. Determine how construction behind schedule will be ex-pedited; secure commitments from parties involved to do so. Discuss whether schedule



revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

b. Review present and future needs of each entity present, including the following:1) Interface requirements.2) Sequence of operations.3) Status of submittals.4) Deliveries.5) Off-site fabrication.6) Access.7) Site utilization.8) Temporary facilities and controls.9) Work hours.10) Hazards and risks.11) Progress cleaning.12) Quality and work standards.13) Change Orders.14) Documentation of information for payment requests.

3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meet-

ing where revisions to the schedule have been made or recognized. Issue revised sche-dule concurrently with the report of each meeting.




Vermont Avenue Apartments 01315 - 14915 S. Vermont Avenue, Los Angeles, California PROJECT DATABASE ADMINISTRATIONJohn Cotton ArchitectsJCA Project # 112.09


SECTION 01315 –PROJECT DATA BASE ADMINISTRATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings, Project Data Base electronic data, and general provisions of the Contract, including General

and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative provisions for organization and use of Project Data Base.

B. Related Sections: The following Sections contain requirements that relate to this Section:1. Division 1 Section "Project Coordination" for a description of other Project coordination respon-

sibilities.2. Division 1 Section “Temporary Facilities and Controls” for hardware and software requirements

to facilitate database use on site.

1.3 DEFINITIONS

A. Contract Documents: Consists of the Drawings and written Specifications.

B. Work: In addition to definition in General Conditions, the term “Work” refers to and means that work in-dicated on the Contract Documents as specifically identified in the Owner/Contractor Contract. By sub-mitting a GMP proposal, the Contractor specifically warrants that the Work represented by the GMP proposal is fully in compliance with the Architect’s Contract Documents.

C. Project Data Base: Computer files comprised of the 2D Data Base electronic files, and electronic docu-ments including the Specification.

D. CAD data: 2-dimensional CAD Drawings, as well as supplemental text files such as transmittals and notes for the use of data files.

E. AutoCad Master Model: A set of 2-dimensional drawings, provided in AutoCad 2005

F. 2D Data Base: A set of 2-dimensional CAD (Computer Aided Design) files, provided in AutoCad 2005software format, as well as supplemental text files such as transmittals and notes for the use of data files. The 2D Data Base is for information only. The 2D Data Base is part of the Contract Documents.

G. Computer distribution media: FTP data transfer site and may include physical distribution media.

H. Physical distribution media: Data files provided by means other than direct FTP transfer, including magnetic tapes, disks, or compact discs (CD).

1.4 PROJECT DATABASE

A. Ownership of data: Project Data Base and drawings, electronic media, electronic forms and other similar terms are subject to the Terms and Conditions for use of the Architect's documents contained in the Owner/Contractor Agreement and as listed below.

B. The Drawings, 2D Data Base, Specifications and other Contract Documents are complementary and to-gether define the scope, design intent, and other project requirements.

C. Contractor’s Coordination Requirements: Before using the geometry control information contained in the Project Data Base for the development of Contractor’s engineering and shop drawings, the Contractor shall:

Vermont Avenue Apartments 01315 - 24915 S. Vermont Avenue, Los Angeles, California PROJECT DATABASE ADMINISTRATIONJohn Cotton ArchitectsJCA Project # 112.09


1. Exercising the professional skill, care and judgment which can reasonably be expected from other contractors in like circumstances, review and verify existing conditions, dimensions and coordinate with information in the Contract Documents prior to the development of shop fabrica-tion drawings, layout drawings, numerically controlled fabrication equipment, or other applica-tions which define, control, and/or regulate the fabrication and erection of any component of the Project;

2. Read and abide by any provisions contained in electronic files that may be issued with each version of Project Data Base released by Architect.

3. Take all reasonable measures to prevent unauthorized access to or loss of the Project Data Base;

4. Maintain an independent record of all modifications of this Project Data Base which may be processed by Contractor, its Subcontractors, their employees and agents;

5. Cause its subcontractors to be solely and exclusively responsible for the accuracy and adequa-cy of all subsequent data, computer models or other electronic media developed by such sub-contractors. The Architect is not party to and has no control over the use of such subcontractor-gene