Amend_0002_-_full_package_03292017.pdf
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- Solicitation number
- GS-09P-17-KT-C-7002
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Amendment 0002
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| pre-proposal_conference_sign-in_sheet_03152017.pdf | ||
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| Past_Performance_Survey_-_450GG_USACE_TI.docx | DOCX document | |
| RFP_450GG_USACE_TI_-__02272017.pdf |
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GSA Solicitation No. GS-09-P-17-KT-C-7002
USACE Tenant Improvement project on the 4th and 6th floors of the Phillip J Burton Federal Building and U.S. Courthouse
Amendment 2 3/29/17
Amendment 2 includes:
- Responses to Contractor Questions
- Drawings and Specification Sections Revised or Added
Amendment 2
Responses to Contractor Questions
1. Solicitation Section II.E. Insurance and Safety Record, Item No. 4, indicates that the “the Workmen’s
Compensation percentage cannot exceed 2% in any given.” Please clarify that a statement indicating the company’s Experience Modifier Rate (EMR) is required to satisfy this requirement. Please provide a statement from your insurance carrier indicating your Workman’s Compensation percentage does not exceed 2% to satisfy this requirement.
2. Security Requirements under specification section 01 59 30 1.1.A, requires contractors accessing, “…the Frank Hagel Federal Building, located in Richmond, California must obtain two identification badges: 1) an HSPD-12 Badge and 2) a Social Security Administration badge.” Since the location of this project is in the Phillip Burton Federal Building & Courthouse in San Francisco, CA, will any of the security requirements under this specification change? Please advise. Ignore paragraph 01 59 30 1.1A. All other security requirements remain unchanged.
3. Please confirm that the drawings/specifications provided are a final, “For Construction” approved set. Drawings are final. Please ignore “Not for Construction” label, this will be removed at award. The following plan sheets appear to have been omitted, please confirm.
a. Renovation 4th Floor
i. Architectural – A5.01, A5.02 There are no A5.01, A5.02 sheets in the 4th floor
Construction Set.
b. Amendment 0001 indicated that (4) structural sheets were provided, but no additional sheets were posted. Please confirm. Sheets were inserted in 3-16-17 drawings provided in Amendment 1.
c. Specification section 01 11 40 Design-Build Signage, “Door Numbering and Signage” attachment is illegible. Can an updated copy be provided? Legible copy provided below.
4. Please confirm the existing drinking fountains to remain are ADA compliant. During a recent tenant improvement project in this building, the existing drinking fountain was replaced in order to meet current code requirements for accessibility. Do not include replacement of drinking fountains in proposals.
5. Please confirm what, if any, USACE requirements will be passed down through GSA (i.e., RMS/ACS, EM 385 1-1 safety requirements, etc). Requirements passed down through GSA are contained in the Scope of Work and Specifications.
6. Reference sheet E001, 4th and 6th floors, Lighting Fixture Schedule: Will alternate manufacturers providing equal, USA made light fixtures be accepted? All substitutions will go through the approval process detailed in the Specifications.
7. Will the new wood doors come pre finished or will the painter finish on site? Please refer to Specification Section 08 14 00–5, 2.3 B.
8. Finish schedule on A4 02 specifies Dunn Edwards paint. Will I be able to submit the D.E. colors in Kelly-Moore products? Please refer to section 09 91 00, 1.2 A 1-3. Acceptable manufacturers include Sherwin Williams, Fuller O’Brien, Kelly Moore, or equal.
9. Reference 6th floor drawings, sheet E003, new panels P6A1 and P6B1: Please provide panel schedules. Panel schedules for new panels P6A1 and P6B1 provided below in amended 6th floor sheet E0.06.
10. Reference 6th floor drawings, sheet E005, panel schedule for existing panel P6A indicates feeds for new panel P6A1 and P6A2. Please provide location, feeder info and panel schedule for P6A2.
Location, feeder info, and panel schedule for P6A2 provided below in amended 6th floor sheets E0.03, E0.06, and E2.02.
11. Reference 6th floor drawings, sheet E005, panel schedule for panel SUB2. Please verify this panel is existing to remain. SUB2 is existing panel to remain.
12. Reference 4th floor drawings, sheet E006, please provide location, feeder info and panel schedules for panels E4C and E4D. Location, feeder info, and panel schedule for panels E4C and E4D provided below in amended 4th floor sheets E0.05, E0.06, and E2.04.
13. Reference 4th floor drawings, sheet E006. Are there any specifications available or a preferred manufacturer for the new ATS? Use GE Zenith ZTS transfer switch similar to existing ATS 21.
14. Reference 4th floor drawings, sheet E006, there is new feeders shown from Substation 2 to ATS and EMDP to ATS and ATS to new panel E4H. Please provide approximate grid line locations for Substation 2, EMDP and ATS in Sub-Basement EM Gen Room. Approximate grid line locations for Substation 2, EMDP is between Grid A-B/ 2-3 in Basement level. Approximate Gridline location for ATS is between Grid B/3 in sub-basement level.
15. Reference 4th floor lighting drawings, sheets E201 and E202, Please clarify design intent for lighting controls. The design intent is a stand-alone lighting control system. Some of our observations are as follows, please confirm:
a. Dimmer switches are shown as both line voltage and low voltage scenarios (room 6637 vs room 6620). Line voltage scenario is used to control single light fixtures (rm.
6637). Low voltage scenario is used to control dual or multiple light fixtures.
b. Occupancy sensors are shown in both line voltage and low voltage scenarios (room 6637 vs room 6620). Line voltage occupancy sensor scenario is used to control single light fixtures (rm. 6637). Low voltage occupancy sensor scenario is used to control dual or multiple light fixtures.
c. Symbol “SP” on lighting plans indicates “Heavy Duty Lighting Power Switchpack”. Is it the same as the “Dimming Room Controller” shown on detail 8/E402? Yes.
d. Low voltage lighting control cables will be installed on J-hooks above the ceiling? Yes.
e. There are no lighting control panels shown on the plans and the existing Lighting control system (Lumenergi/Fulham) is not serviceable as it is discontinued / out of business.
This is shown as a standalone system. Yes, system is stand-alone. No connections needed to existing Lumenergi/Fulham.
f. There does not appear to be a specified manufacturer for the lighting controls. Use nLight Network Lighting Control by Acuity Controls or equal.
16. Please confirm that the Panelfold Partition wall shown on A/3 01 of the 4th floor is intended to span the entire conference, from roughly gridline 7 to 8. That is correct, the partition is to span entire conference room.
17. Many of the offices on the 4th floor are still furnished with desks, shelves and chairs that are not shown on the plans. Will the owner remove these prior to the project start date or will this be the contractor’s responsibility to remove and dispose? Contractor will remove and dispose of all remaining furniture.
18. Please provide specifications for the access flooring to be installed on the 4th floor for the server room. Amendment to 4th Floor specification provided below: Section 09 69 70-BOLTED STRINGER
ACCESS FLOORING.
19. Please confirm whether the new overhead projector screens are the responsibility of the contractor. If so, please provide specifications for this equipment. Overhead projector screens will be provided by the agency. GC is responsible for data and electrical pathways and/or cabling as shown on the drawings, providing mounting capability, and installation of overhead screens provided by the agency. Coordinate with owner prior to starting construction.
20. Please confirm whether the video projectors are the responsibility of the contractor. If so, please provide specifications for this equipment. Video projectors will be provided by the agency. GC is responsible for data and electrical pathways and/or cabling as shown on the drawings, for supplying and installing projector mounting hardware, and for installation of projectors provided by the agency. Coordinate with owner prior to starting construction.
21. Specification section 27 10 00 requires the Cat 6 cable and connections to be AMP/TE. Will an approved equal such as Panduit/General, Leviton/Berk-Tek or Ortronics/ Superior Essex which will meet and/or exceed specified performance standards, be an acceptable substitution? Please note, Section 27 10 00 consistently specifies a Category 6A grade cable, not Category 6. The cable implemented must be at least Category 6A F/UTP (outside shield) and plenum-rated. We will accept another brand other than AMP/TE if it can be demonstrated that its specifications meet or exceed AMP/TE F/UTP CMP (TE640PF or subsequent follow-on product). This documentation must be provided during the bidding process. Regardless of manufacturer, an extended parts and labor warranty of at least 25 years must be provided on the copper and fiber infrastructure end-to-end. All copper components (Patch Panel to Jack) must be from the same manufacturer, and unpopulated patch panels are preferred (using same jacks as Work Area Outlets). AMP/TE is preferred because it is extensively implemented as the Category 6A solution across many other US Army Corps of Engineers Districts and Divisions.
22. Specification section 27 10 00, under Part 3.D, Optical Fiber Backbone Cable requires Corning manufactured cable between (3) telecommunication rooms (TR) and Server Room/ER. Will an approved equal such as Panduit/General, Leviton/Berk-Tek or Ortronics/ Superior Essex which will meet and/or exceed specified performance standards, be an acceptable substitution? The cable implemented must be at least 50/125 OM3 (MMF) and plenum-rated. We will accept another brand other than Corning if it can be demonstrated that its specifications meet or exceed Corning 024T88-33180-A3 or subsequent follow-on product. This documentation must be provided during the bidding process. All fiber components (MDF-to-IDF) must be the same manufacturer.
23. Per Section 10 22 37, a STC 50 system is required, but only one of the four listed manufacturers can achieve the indicated rating. Will you permit bids based on each of the listed manufacturer's highest STC rated system, or only accept systems meeting the required STC? Only systems meeting the required STC will be accepted.
24. Will it be acceptable to use a controls contractor outside of the building controls contractor? No.
25. Can you confirm if we can use a chute for the demolition work? No chute permitted for demolition work.
26. RFI #1: Door schedules and details show knockdown door frames fully insulated for acoustical purposes. Section 08 11 20, Acoustical Welder Steel Frames, does not allow knockdown frames.
Please confirm all insulated frames are fully welded and not knockdown as shown in Details 1+2/A7.02 (4th floor) and details 1+2/A4.01 (6th floor). Per specification section 08 11 20–3, 2.3, all insulated frames shall be fully welded and knockdown frames ARE NOT PERMITTED. Amended 4th Floor sheet A7.02 and 6th Floor sheet A4.01 are provided below.
27. RFI #2: Door frame section 08 11 20 calls out for factory finished frames from a color chart by manufacturer. The finish schedules call for PT-4, Dunn Edwards, semi-gloss finish for frames. Please confirm the frames should be factory primed and field finished. Per specification section 08 11 20–
2, 2.1 A-C and 2.4, the acoustical frames shall be factory primed and factory finished. Amended 6th floor sheets A4.01, A4.02 and 4th floor sheets A4.01, A4.02 are provided below.
28. RFI #3: On the furniture plans for both the 4th and 6th floors, the notes state the plan is conceptual for pricing purposes only. It also references relocated and reuse of existing. There are no references to existing furniture to be relocated and no specifications for new furniture. Is the furniture procurement and installation under a separate contract or will more information be providing for bidding purposes? Furniture procurement and installation IS NOT IN CONTRACT. The conceptual furniture plan is provided for pricing of power and data because supply and connection of power and data to furniture IS IN CONTRACT. Power and data pricing should include connections to systems furniture after furniture is installed by others. This will require coordination and cooperation, on your part, with the government’s furniture contractor. Furniture installation may occur prior to substantial completion to allow for this coordination.
29. Regarding Solicitation Section VI.F Non–Price Factors, Item 1, Evaluation Factor 1; Experience on Similar Projects (page 30 of 34). Can an offeror use the experience of a key subcontractor, an employee or any other entity to demonstrate “Similar Project” experience (yes or no)? No. If an Offeror is proposing as a Joint Venture (JV) or Prime/Sub contractor Teaming Arrangement , the submittal requirements for Experience on SIMILAR PROJECTS apply to EACH member of the JV or Prime/sub Teaming Arrangement. In other words, an Offeror proposing as a JV or Prime/Sub comprised of two firms would need to submit six (6) past Similar Projects – three (3) from each firm. The same applies for Evaluation Factor 3: Past Performance on SIMILAR PROJECTS.
30. In a Contractor Team Arrangement (stated in section titled prime/sub-contractors on page 34 of 34), can a prime contractor utilize the experience of a subcontractor to demonstrate Similar Project Experience stated in section II.D on page 8 of 34 (yes or no)? No. If an Offeror is proposing as a Joint Venture (JV) or Prime/Sub contractor Teaming Arrangement , the submittal requirements for Experience on SIMILAR PROJECTS apply to EACH member of the JV or Prime/sub Teaming Arrangement. In other words, an Offeror proposing as a JV or Prime/Sub comprised of two firms would need to submit six (6) past Similar Projects – three (3) from each firm. The same applies for Evaluation Factor 3: Past Performance on SIMILAR PROJECTS.
31. On sheet T0.02 (both 4th and 6th floors) under Item H Industrial Hygiene, it states that the building owner shall have a survey for lead based paint performed using a third-party assessor/inspector.
Has this survey been performed? If not, when will it be completed? Hazmat Report is provided below.
32. Confirm fire alarm system for the building, Simplex? Yes, Simplex.
33. Confirm HVAC controls system vender. Johnson? No, Alerton.
34. Is Enovity still the O&M contractor for the building and is it the GCs responsibility to pay think for utility shutdown and controls integration support? Enovity is still the O&M contractor and it is GC’s responsibility to pay for utility shutdown and controls integration support.
35. Are mechanical tees permitted for additional outlets that may be needed? Specification Section 21 13 13 for both the 4th and 6th floors do not allow mechanical-fastened tees.
36. Many of the VAV’s used for the new mechanical system will be existing. Will GSA provide a pre-balance report to determine if the required CFM can be achieved using the existing units? If GSA will not provide a pre-balance report, will the contractor be required to provide the report prior to the commencement of work? We expect the building equipment can deliver the designed capacity.
Drawings and Specification Sections Revised or Added
4th Floor
# Sheet/ Section
Description
1 09 69 70 4th Floor Section 09 69 70-BOLTED STRINGER ACCESS FLOORING added to specification.
2 A4.01 Change to door frame finish schedule.
3 A4.02 Change to finish specs for door frames.
4 A7.02 Change to details 1 and 2.
5 E0.01 Added new Low Voltage symbols ( PA speaker, Wall mounted outlet for A/V and
Multimedia projector).
6 E0.05 Provided panel schedules for panels "E4C and E4D".
7 E0.06 Provided feeder information for panels "E4C and E4D".
8 E2.04 Provided locations of panels "E4C and E4D".
9 M0.03 Revised Ac unit schedule.
Added remarks note on Water cooled split Ac SYSTEM schedule.
10 M0.06 Added detail # 6 ( Piping detail).
Remove condenser water pump control diagram on detail # 5.
11 M2.01 Added pipe size.
Added notes on piping poinr of connections.
12 P2.01 Added Key Note Number 8.
Added the 1/2" humidification line.
13 P2.02 Added Key Note Number 7.
Added the 1/2" humidification line.
6th Floor
# Sheet/ Section
Description
1 00 01 10 6th Floor Section 00 01 10-Table of Contents revised to show three (3) Division 28 sections contained in the spec that were missing from the TOC.
2 08 11 20 6th Floor Section 08 11 20-Acoustical Welded Steel Door Frames added to specification.
3 A4.01 Change to door frame finish schedule.
4 A4.02 Change to finish specs for door frames.
5 E0.03 Provided feeder information for panel "P6A2".
6 E0.06 Provided panel schedules for "P6A1, P6A2 and P6B1".
7 E2.02 Provided location of panel "P6A2".
8 E2.03 Minor corrections to keynote #9.
Add more clarification to keynotes #17 (add coordinate with A/V consultant for A/V connections prior to installation).
Revise detail #2.
Show keynote #19 on floor box to provide more clarification.
Add more data drops to floor boxes at CMT room and conference room (total (2) data drops for each floor box at CMT room and total of (2) data drops and (1) phone for each floor box at Conference room).
9 E4.02 Added typical room lighting control wiring diagram detail.
10 M0.02 Added linear , grille and Diffuser desgnation on schedule.
Revised water cooled split AC unit schedule.
Revised equipment weight on Water source HEAT pump Schedule.
11 M100 Added Fire smoke damper.
12 P2.01 Added Key Note Number 16.
Added the 1/2" humidification line.
4th & 6th Floor
# Sheet/ Section
Description
1 01 11 40 Legible copy of “Door Numbering and Signage” attachment.
2 NA Hazmat Report
4th Floor
GSA U.S. ARMY CORPS OF ENGINEERS
SAN FRANCISCO DISTRICT
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
FEBRUARY 2017
ADDED AS PART OF AMENDMENT 2
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 1
SENSITIVE BUT UNCLASSIFIED (SBU)
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED
Do not remove this notice Properly destroy or return documents when no longer needed
SECTION 09 69 70
BOLTED STRINGER ACCESS FLOORING
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,
PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS
PROHIBITED
Do not remove this notice Properly destroy documents when no longer needed.
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. Furnish and install bolted stringer access flooring as indicated on the drawings and specified.
B. This Section Includes:
1. Ramp shoe and access flooring panel ramp, including trim angles and fascia plates as required for a workmanlike appearance.
2. Bolted stringer steps, railings, bracing trim angles, and other materials as required for safety.
3. Floor panel coverings.
1.3 COORDINATION
A. Coordinate location of mechanical and electrical work in underfloor cavity to prevent interference with access-flooring pedestals.
B. Mark pedestal locations on subfloor using a grid to enable mechanical and electrical work to proceed without interfering with access-flooring pedestals.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review connection with mechanical and electrical systems.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 2
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2. Review requirements related to sealing the plenum.
3. Review procedures for keeping underfloor space clean during the construction period.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Include layout of access-flooring system and relationship to adjoining Work based on field-verified dimensions.
1. Details and sections with descriptive notes indicating materials, finishes, fasteners, typical and special edge conditions, accessories, and understructures.
C. Samples:
1. Floor Covering: Full-size units for each color and texture specified.
2. Exposed Metal Accessories: Approximately 10 inches in length.
3. One complete full-size floor panel, pedestal, and understructure unit for each type of access-flooring system required.
D. Samples for Initial Selection: For each type of product and exposed finish.
E. Samples for Verification: For the following products:
1. Floor Covering: Full-size units.
2. Exposed Metal Accessories: Approximately 10 inches in length.
3. One complete full-size floor panel, pedestal, and understructure unit for each type of access-flooring system required.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.
B. Mockups: Build mockups to verify selections made under Sample submittals to demonstrate aesthetic effects and to set quality standards for materials and execution.
1. Build mockup of typical access-flooring assembly as shown on Drawings. Size to be an area no fewer than five floor panels in length by five floor panels in width.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 3
COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED
Do not remove this notice Properly destroy or return documents when no longer needed
2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Access flooring shall withstand the effects of earthquake motions determined according to ASCE/SEI 7 and the California Building Code.
B. Structural Performance: Provide access-flooring systems capable of complying with the following performance requirements according to testing procedures in CISCA's "Recommended Test Procedures for Access Floors":
1. Concentrated Loads: 2000 lbf with the following deflection and permanent set:
a. Top-Surface Deflection: 0.10 inch.
b. Permanent Set: 0.010 inch.
C. Fire Performance:
1. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.
a. Flame-Spread Index: 25 or less.
b. Smoke-Developed Index: 50 or less.
2. Combustion Characteristics: ASTM E 136.
D. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."
2.2 BOLTED STRINGER ACCESS PANELS
A. Subject to compliance with specified requirements, access panels shall be Tate Concore 2000, or a substitution that is acceptable to the architect, and manufactured by one of the following manufacturer:
1. ASM modular Systems
2. Bergvik North America Inc.
3. Computer Environments Corp.
4. Tate Access Floors Inc.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 4
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B. Floor Panels, General: Provide modular panels interchangeable with other field panels without disturbing adjacent panels or understructure.
1. Size: Nominal 24 by 24 inches.
2. Attachment to Understructure: Bolted Down.
3. One-to-One Carpet Tile: Fabricate panels to accept one-to-one carpet tile.
C. Cementitious-Core Steel Panels: Fabricated from cold-rolled steel sheet, with the die-cut flat top sheet and die-formed and stiffened bottom pan welded together, and with metal surfaces protected against corrosion by manufacturer's standard factory-applied finish. Fully grout internal spaces of completed units with manufacturer's standard cementitious fill.
D. Pedestals: Assembly consisting of base, column with provisions for height adjustment, and head (cap); made of steel or aluminum.
1. Provide pedestals designed for use in seismic applications.
2. Base: Square or circular base with not less than 16 sq. in. of bearing area.
3. Column: Of height required to bring finished floor to elevations indicated. Weld to base plate.
4. Provide vibration-proof leveling mechanism for making and holding fine adjustments in height over a range of not less than 2 inches and for locking at a selected height, so deliberate action is required to change height setting and prevent vibratory displacement.
5. Head: Designed to support the panel system indicated.
a. Provide sound-deadening pads or gaskets at contact points between heads and panels.
b. Bolted Assemblies: Provide head with four holes aligned with holes in floor panels for bolting of panels to pedestals.
E. Stringer Systems: Modular steel or aluminum stringer systems designed to bolt to pedestal heads and form a grid pattern. Protect steel components with manufacturer's standard galvanized or corrosion-resistant paint finish.
1. Continuous Gaskets: At contact surfaces between panel and stringers to deaden sound, seal off the underfloor cavity from above, and maintain panel alignment and position.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 5
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F. Compliance: Floor panel coverings shall be as indicated on the drawings comply with requirements of FloorScore Standard. Submit samples for approval by the Architect.
2.3 FABRICATION
A. Fabrication Tolerances:
1. Size: Plus or minus 0.020 inch of required size.
2. Squareness: Plus or minus 0.015 inch between diagonal measurements across top of panel.
3. Flatness: Plus or minus 0.035 inch, measured on a diagonal on top of panel.
B. Panel Markings: Clearly and permanently mark floor panels on their underside with panel type and concentrated-load rating.
C. Bolted Panels: Provide panels with holes drilled in corners to align precisely with threaded holes in pedestal heads and to accept countersunk screws with heads flush with top of panel.
1. Captive Fasteners: Provide fasteners held captive to panels.
D. Cutouts: Fabricate cutouts in floor panels for cable penetrations and service outlets. Provide reinforcement or additional support, if needed, to make panels with cutouts comply with structural performance requirements.
1. Number, Size, Shape, and Location: As directed by the Architect.
2. Grommets: Where indicated, fit cutouts with manufacturer's standard grommets; or, if size of cutouts exceeds maximum grommet size available, trim edge of cutouts with manufacturer's standard plastic molding with tapered top flange.
3. Provide foam-rubber pads for sealing annular space formed in cutouts by cables.
2.4 ACCESSORIES
A. Post-Installed Anchors: For anchoring pedestal bases to subfloor, provide four post-installed expansion anchors made from carbon-steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5 (5 microns) for Class SC 1 (Mild), with the capability to sustain, without failure, a load equal to 1.5 times the loads imposed by pedestal overturning moment on fasteners, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 6
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B. Service Outlets: Standard UL-listed and -labeled assemblies, for recessed mounting flush with top of floor panels; for power, communication, and signal services; and complying with the following requirements:
1. Structural Performance: Cover capable of supporting a 800-lbf concentrated load.
2. Cover and Box Type: Hinged polycarbonate cover with opening for passage of cables when cover is closed and including frame and steel box or formed-steel plate for mounting electrical receptacles or grommet with twist-close cover and including steel junction box for electrical receptacle with provision for telephone connectors and signal cables.
3. Location: In center of panel quadrant unless otherwise indicated.
4. Receptacles and Wiring: Electrical receptacles and wiring for service outlets shall conform to the local electrical code, and comply with the following requirements:
a. Type of Receptacle: Heavy-duty duplex, two-pole, three-wire grounding, 20 A, 125 V, NEMA WD 6, Configuration 5-20R unless otherwise indicated.
b. Number of Receptacles for Outlet: Two.
c. Wiring Method: Factory wired for hardwiring in field with armored cable, containing three insulated No. 12 AWG solid-copper conductors, terminated with a 6-inch- (152-mm-) long pigtail.
C. Occupant Adjustable Diffusers: Manufacturer's standard round diffusers, Not less than 4 inches in diameter, formed from aluminum or polycarbonate plastic to produce a removable one-piece unit complete with diffuser, manually adjustable flow regulator, dirt and dust receptacle, trim ring, and underfloor compression mounting ring; precisely fitted in factory-prepared openings of standard field panels and complying with the following requirements:
1. Air-Distribution Characteristics: 100 cfm at 0.096-inch static pressure and a maximum noise criterion rating of 15.
2. Structural Performance: Capable of supporting a 600-lbf concentrated load.
3. Fire-Test-Response Characteristics: Classified 94V-0 according to
UL 94.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 7
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D. Floor Grilles: Standard load-bearing grilles formed from aluminum to produce removable one-piece unit precisely fitted in factory-prepared openings of standard field panels, with adjustable or removable dampers and complying with the following requirements:
1. Air-Distribution Characteristics: 468 cfm at 0.10-inch wg static pressure.
2. Structural Performance: Capable of supporting a 1000-lbf concentrated load.
3. Fire-Test-Response Characteristics: Classified 94V-0 according to
UL 94.
E. Plenum-Wall Brush Grommets: Self-sealing cable brush grommet with 4-by- 13-inch rectangular or 3-inch round usable area for passage of power and signal cables through plenum walls. Frame of ABS plastic or aluminum with passageway consists of intermediate layer of flexible EPDM rubber and interwoven nylon filaments.
F. Cavity Dividers: Provide manufacturer's standard metal dividers located where indicated to divide underfloor cavities.
G. Closures: Where underfloor cavity is not enclosed by abutting walls or other construction, provide metal-closure plates with manufacturer's standard finish.
H. Ramps: Manufacturer's standard ramp construction of width and slope indicated, but not steeper than 1:12, with raised-disc or textured rubber or vinyl-tile floor coverings, and of same materials, performance, and construction requirements as access flooring.
I. Steps: Provide steps of size and arrangement indicated with floor coverings to match access flooring. Apply nonslip aluminum nosings to treads unless otherwise indicated.
J. Railings: Standard extruded-aluminum railings at ramps and open-sided perimeter of access flooring where indicated. Include handrail, intermediate rails, posts, brackets, end caps, wall returns, wall and floor flanges, plates, and anchorages where required.
K. Panel Lifting Device: Panel manufacturer's standard portable lifting device for each type of panel required for each computer room.
L. Perimeter Support: Where indicated, provide manufacturer's standard method for supporting panel edge and forming transition between access flooring and adjoining floor coverings at same level as access flooring.
RENOVATION – 4TH FLOOR
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BOLTED STRINGER ACCESS FLOOING 09 69 70 - 8
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer and manufacturer's representative present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
1. Verify that substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, foreign deposits, and debris that might interfere with attachment of pedestals.
2. Verify that concrete floor sealer and finish have been applied and cured.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Lay out floor panel installation to keep the number of cut panels at floor perimeter to a minimum. Avoid using panels cut to less than 6 inches.
B. Locate each pedestal, complete any necessary subfloor preparation, and vacuum subfloor to remove dust, dirt, and construction debris before beginning installation.
3.3 INSTALLATION
A. Install access-flooring system and accessories under supervision of access-flooring manufacturer's authorized representative to produce a rigid, firm installation that complies with performance requirements and is free of instability, rocking, rattles, and squeaks.
B. Adhesive Attachment of Pedestals: Set pedestals in adhesive, according to access-flooring manufacturer's written instructions, to provide full bearing of pedestal base on subfloor.
C. Mechanical Attachment of Pedestals: Attach pedestals to subfloor with post-installed mechanical anchors.
D. Adjust pedestals to permit top of installed panels to be set flat, level, and to proper height.
E. Stringer Systems: Secure stringers to pedestal heads according to access-flooring manufacturer's written instructions.
RENOVATION – 4TH FLOOR
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F. Install flooring panels securely in place, properly seated with panel edges flush. Do not force panels into place.
G. Scribe perimeter panels to provide a close fit with adjoining construction with no voids greater than 1/8 inch where panels abut vertical surfaces.
1. To prevent dusting, seal cut edges of steel-encapsulated, wood-core panels with sealer recommended in writing by panel manufacturer.
H. Cut and trim access flooring and perform other dirt-or-debris-producing activities at a remote location or as required to prevent contamination of subfloor under already-installed access flooring.
I. Grounded Flooring Access Panel Systems: Ground flooring system as recommended by manufacturer and as needed to comply with performance requirements for electrical resistance of floor coverings.
1. Panel-to-Understructure Resistance: Not more than 10 ohms as measured without floor coverings.
J. Underfloor Dividers: Scribe and install underfloor-cavity dividers to closely fit against subfloor surfaces, and seal with mastic.
K. Closures: Scribe closures to closely fit against subfloor and adjacent finished-floor surfaces. Set in mastic and seal to maintain plenum effect within underfloor cavity.
L. Clean dust, dirt, and construction debris caused by floor installation, and vacuum subfloor area as installation of floor panels proceeds.
M. Seal underfloor air cavities at construction seams, penetrations, and perimeter to control air leakage, according to manufacturer's written instructions.
N. Install access flooring without change in elevation between adjacent panels and within the following tolerances:
1. Plus or minus 1/16 inch in any 10-foot distance.
3.4 PROTECTION
A. After completing installation, vacuum access flooring and cover with continuous sheets of reinforced paper or plastic. Maintain protective covering until time of Substantial Completion.
B. Replace access-flooring panels that are stained, scratched, or otherwise damaged or that do not comply with specified requirements.
RENOVATION – 4TH FLOOR
100% CONSTRUCTION DOCUMENT SUBMITTAL
BOLTED STRINGER ACCESS FLOOING 09 69 70 - 10
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-- End of Section --
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DOOR FRAME FINISH NOTES:
1. ALL EXISTING FRAMES TO REMAIN ARE TO PAINTED TO MATCH NEW FACTORY FINISH FRAMES - REFER TO SPECIFICATIONS
2. ALL NEW FRAMES ARE TO BE FACTORY FINISHED - REFER TO SPECIFICATIONS
03/23/17 AMENDMENT 2 - CLARIFICATION
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AMENDMENT 2 - CLARIFICATION
A 7 02
TYPICAL DOOR JAMB DETAIL
TYPICAL DOOR HEAD AT INTERIOR
METAL LINTEL @ OPENING
ELEVATION
SECTION SECTION
THRESHOLD DETAIL
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Project No.
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300 North Lake Avenue, 14th Floor
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CABINET BASE DETAIL
TYP. CABINET WALL ANCHORAGE
A
B
NOTE:
CABINET SECTION ACCESSIBLE SINK COUNTER
SIDELITE JAMB
SIDELITE / DOOR JAMB9
FULLY WELDED &
INSULATED - KNOCKDOWN
FRAME NOT PERMITTED -
REFER TO SPECIFICATIONS
SECTION 08-11-20 FOR MORE
INFORMATION
FULLY WELDED &
INSULATED - KNOCKDOWN
FRAME NOT PERMITTED -
REFER TO SPECIFICATIONS
SECTION 08-11-20 FOR MORE
INFORMATION
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E 0 01
Project No. 0215681.00
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Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
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KEY NOTES
E 0 06
Pasadena, California 91101
Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
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KEY NOTES
400A
6-#4/0 (10')
FROM
SUBSTATION 2
(EXIST.)
ATS-1
400A
(5')
EEP-1A 400A, 480V
200A
T34
150KVA
Z=3.5%
DEBA 208V
DEBA-2A
3-#4/0
(100')
DEBA-2B
3-#1/0
12-500KCMIL
(100')
1600A
GEN
1000KW
1250KVA. 0.8pf
480/277V
12-500KCMIL
(50')
N.T.S.
PARTIAL SINGLE LINE DIAGRAM - EMERGENCY POWER
FROM BKR B/D
SUBSTATION 1
FROM T13
SUBSTATION 4
T6
1000/1120KVA
12000-480/277V
Z=5.78%
N.T.S.
PARTIAL SINGLE LINE DIAGRAM - NORMAL POWER
2-2: MB-6 MAIN
1600AF/1600AT
BUS DUCT
2-5: SUB-MAIN 1
3000AF/1500AT
2-8: CB
1600AF/1440AT
BUS DUCT
RISER BR-1
2-6: TIE
3000AF/1500AT
SUB-2 480V
DL5A 800A, 480V
150A
T40
112.5KVA
Z=3.5%
100A
200A
T41
150KVA
Z=3.5%
225A
DP5B 400A, 208/120V
FROM T18
SUBSTATION 5
FROM BKR B/A
SUBSTATION 1
T10
1000/1120KVA
12000-480/277V
Z=5.78%
3-3: MB-6 MAIN
1600AF/1600AT
BUS DUCT
3-7: SUB-MAIN 1
3000AF/1500AT
3-11: CB
1600AF/1440AT
BUS DUCT
RISER BR-4
3-6: TIE
3000AF/1500AT
SUB-3 480V
DL5D 800A, 480V
200A
T52
150KVA
Z=3.5%
225A
150A
T53
112.5KVA
Z=3.5%
100A
DP5D 400A, 208/120V
GENERAL NOTES
400A
FROM
SUBSTATION 2
E4H 400A, 480V
175AT
EXIST. EMDP 480V
4TH FLOOR
TE4A
112.5KVA
Z=3.5%
E4A 400A, 120/208V
60AT 60AT
60AT
6TH FLOOR
150AT
4TH FLOOR
-1
/4 "C
-4 A
W G
G
R D
150AT
4TH FLOOR
"C
-4
/0 A
W G
G R
D
-1
/4 "C
-4 A
W G
G
R D
(2)2"C-4#3/0 AWG +
1#2 GRD
2"C-4#2/0 AWG +
1#6 GRD
(2)2"C-3#4/0 AWG +
1#2 GRD
(2)2"C-3#4/0 AWG +
1#2 GRD
(2)2"C-3#4/0 AWG +
1#2 GRD
(NEW)
USACE ATS-E4H
400A BPIS,
3-POLE
(Sub-Bsmt EM.
Gen Rm.)
1-1/4"C-4#2 AWG +
1#8 GRD
1-1/4"C-4#2 AWG +
1#8 GRD
SUB-2 BASEMENT
WEST
SUB-3 BASEMENT
EAST
6TH FLOOR
BASEMENT
4TH FLR.
5TH FLR.
6TH FLR.
LOAD CALCULATION
EXEC. CONF
PO2
PO2
LACTATION
ROOM
PO1
PEN
FICE
PO1
PO1
CORRIDOR
STORAGE
BADGE
IT SERVER
ROOM
PTION
(E)
STAIR #1
0408 FILE
BID
ROOM
RECEPTION
ASSEMBLY
IT
STOR
LOGISTICS
STOR
RM
STOR
CONF #1
5124 5132 5136 5140 5230
OPEN
AREA
OPEN
AREA
CONF #4
OPEN
AREA
OPEN
AREA
CONF #5
OPEN
AREA
EQPT.
OPEN
AREA
REGULATORY FILE ROOM
COPY/
CORRIDOR
COPY/
STOR.
EXEC.
SUITE
COUNSEL
OFFICE
TION
OPEN
AREA
CORRIDOR
COPY/PRINT
AREA
AREA
WORK/PRINT
AREA
REGULATORY
CORRIDOR
1741F
1742A
1655A
1745D
1647 1655
IT
42911745
1666 1649
REF
(N)
E
D
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
REF
(N)
(N)(N)
(N)(N)
(N)(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
REF
(N)
(N)(N)
(N)(N)
(N)(N)
(N)
(N)
(N)
FNGR
PRNT
SAFE
MAIL MACHINE
FAX
SHRDR MAIL
OT
1655A
IS
3' x 18"
WT
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BC
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16 D4
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BC
C
IT
41611
D
WT
E 2 04
1/8" = 1'-0"
ELECTRICAL NEW CONSTRUCTION POWER PLAN - 4TH FLOOR
SCALE
Project No. 0215681.00
Pasadena, California 91101
Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
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GENERAL NOTES
KEY NOTES
1/4" = 1'-0"
SERVER ROOM 4531
SCALE
1/4" = 1'-0"
IT ROOM 4161
SCALE
M 0 03
Pasadena, California 91101
Phone: 626.463.2800 Fax: 626.463.2801
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PHONE:213 -622-4993 FAX:213 -614-0536
LOS ANGELES,CA 90017
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M 0 06
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Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
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F O
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SERVER ROOM AIR CONDITIONING UNIT DETAIL
COMM ROOM AIR CONDITIONING UNIT DETAILDDC CONTROL DIAGRAM
CONDENSER WATER DETAIL CONNECTION TO AC UNIT
SERVER ROOM AC UNITS CONTROL DIAG. N.T.SN.T.S.
3N.T.S6
7 5
4 1
IT ROOM CONTROL DIAGRAM
AC UNIT FLOOR STAND DETAIL N.T.SN.T.S.N.T.S.
9NTS
CONF #2
MAPS/
FILE
UNION
OFFICE
COMM
ROOM
CONF #3
EX.ASST.
CORRIDOR
CORRIDOR
CORRIDOR
SPN
COMMANDER
CORRIDOR
PLOTTER/
SCANNER
COPY/
BREAK
ROOM
BREAK
ROOM
MAPS/
FILE
LIBRARY
ENG
STOR.
PA - AV
STOR.
CONF
CONF
CONF
PO2
PO1
PO1
PO1
PO1
OP
OFF
CORRIDOR
RECEP
COPY/
RECEPT
CORRIDOR
OPEN
AREA
OPEN
AREA
OPEN
AREA
OPEN
AREA
FILE
AREA
OPEN
AREA
AREA
AREA
AREA
OPEN
AREA
REF REF
36 x 33 36 x 33
REF
REF
36 x 33
36 x 33
1662 1663 16641665
17511747
17551707
(N)
(N)
(N)
(N)
(N) (N)
(N)
(N)
(N) (N)
(N)
(N)
(5)x4
(5)x4
(5)x4
(5)x4
(5 )x
(5 )x
WALL OUTLETS FOR (2)
FREESTANDING STATIONS
(N)
(N)
(N)
(N)
(N) (N)
(N)
(N)
(N) (N)
(N)
(N)
(5)x4
(5)x4
(5)x4
(5)x4
(5 )x
(5 )x
PRINTER
17 / E7
LEXMARK
C782D R
A F
T
IN
G
T A
B L E
SERVER
DICTIONARY
STAND
REF REF
36 x 33 36 x 33
REF
REF
36 x 33
36 x 33
MICRO
24 X 18
MICRO
20 X 13
MICRO
20 X 13
MICRO
22 X 15
LECTURN
AVAV
PROJ. SCREEN
PROJ.
AV
SHRDR
PA - BC
DISPLAY
PLOT
CUTTER
IS
WRDRBE
LEXMARK x952de
IS
IS
MICRO-
FICHE
SHRDR
DRAFTING
TABLE
D R
A F
T
IN
G
T A
B L E
BC
PRNTR
BC
SERVER
PRINTER
HP 5200 dtn
PRINTER
PRINTER
17 D/7
LEXMARK
MX810de
SERVR
BC
PRINTER
16 D/7 - E-7
WT
PRINTER
HP 5500
PRINTER
17 D/7
XEROX
PRINTER
17 D7
HP 5100
PRINTER
17 / E7
LEXMARK
C782
HP 5550 dtn
PRINTER
17 C/4
LEXMARK
MX810de
17 D/7 HP 2300n
17 E/7
PRINTER
SC
PRINTER
CANON
DR-9050C
SHRDR
BC
MICRO
24 X 18
MICRO
24 X 18
MICRO
20 X 15
BCBC
BC
BC
BC
BC
SHRDR
M 2 01
1/8" = 1'-0"
NEW CONSTRUCTION MECHANICAL PLAN - 4TH FLOOR - WEST
SCALE
KEY NOTES
GENERAL NOTES
Project No. 0215681.00
Pasadena, California 91101
Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
. STRUCTURAL
ELECTRICAL
MECHANICAL
CIVIL
www.ttgcorp.com
TTG
TMAD TAYLOR & GAINES
PROPERTY OF THE UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
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O N
L Y
D o n o t re m o v e t h is n o ti c e
P ro p e rl y d e s tr o y d o c u m e n ts w h e n n o l o n g e r n e e d e d
PHONE:213 -622-4993 FAX:213 -614-0536
LOS ANGELES,CA 90017
801 S. GRAND AVENUE, SUITE 502
CONF #2
MAPS/
FILE
UNION
OFFICE
COMM
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CONF #3
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REF REF
36 x 33 36 x 33
REF
REF
36 x 33
36 x 33
1662 1663 16641665
17511747
17551707
(N)
(N)
(N)
(N)
(N) (N)
(N)
(N)
(N) (N)
(N)
(N)
(5)x4
(5)x4
(5)x4
(5)x4
(5 )x
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WALL OUTLETS FOR (2)
FREESTANDING STATIONS
(N)
(N)
(N)
(N)
(N) (N)
(N)
(N)
(N) (N)
(N)
(N)
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(5)x4
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36 x 33 36 x 33
REF
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MICRO
24 X 18
MICRO
20 X 13
MICRO
20 X 13
MICRO
22 X 15
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20 X 15
BCBC
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P 2 01
1/8" = 1'-0"
CONSTRUCTION PLUMBING PLAN - 4TH FLOOR
SCALE
Project No. 0215681.00
Pasadena, California 91101
Phone: 626.463.2800 Fax: 626.463.2801
300 North Lake Avenue, 14th Floor
. STRUCTURAL
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MECHANICAL
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F O
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Planning, Programming, Design, & Management
KEY NOTES
NF
PO2
PO2
LACTATION
ROOM
PO1
PO1
PO1
R
STORAGE
BADGE
IT SERVER
ROOM
(E)
STAIR #1
0408 FILE
BID
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RECEPTION
ASSEMBLY
IT
STOR
LOGISTICS
STOR
RM
STOR
CONF #1
5124 5132…
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