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SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT Measure G-2004 February 29, 2016 SJCC Physical Education Building RFP #0119-16 – Addendum #6 Page 1 of 3 Physical Education Building San Jose City College Bid #0119-16 Description of Changes February 29, 2016 ADDENDUM NO. 6 The Following Changes, deletions, additions, and/or alterations in, on and to the drawings and specifications shall apply to proposals made for and to the execution of the various parts of the work affected thereby. Careful Note of This Addenda shall be taken by all parties of interest so that the proper allowance may be made in all computations, estimates and contracts, and all trades affected shall be fully advised in the performance of the work which will be required of them. In Case of Conflict between Drawings, Specifications, and this Addendum, this Addendum shall govern. This Addendum supersedes all previous drawings, specifications, and instructions pertaining to the items. Questions received to the RFP: Item #1 Question: What access control system is currently in use or wanted for this project? What brand of NVR and cameras are required? The specification makes no mention of headend components or equipment. Please clarify if this is an open specification and any code compliant system can be used. Answer: The campus utilizes the Honeywell ProWatch System for the ACAMS. Cameras and video surveillance equipment shall be compatible with a Honeywell MaxPro system. Also, refer to Chapter 10 of the District Standards for additional information on parameters and suggested products. (District Standards – Ch 10 Security Standards attached) Item #2 Question: Sports Floor: 1.1.C Calls for Sleepers on cushion blocks 2.1.A.1 Calls for Robbins “Bio-Cushion Classic” 2.2.B&C call for two layers of plywood with ¾” pads (which is a Bio-Cushion Classic) 3.2.A.2 has a description of anchored sleeper system installation Det A9.41/B5 has a double ply-wood system A2.31 Material Legend calls for WF1 – Connor Sports Flooring, resilient floor system, Bio- Cushion, Subfloor System: Green Plan

Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

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Page 1: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT

Measure G-2004 February 29, 2016 SJCC Physical Education Building RFP #0119-16 – Addendum #6 Page 1 of 3

Physical Education Building

San Jose City College

Bid #0119-16

Description of Changes

February 29, 2016

ADDENDUM NO. 6 The Following Changes, deletions, additions, and/or alterations in, on and to the drawings and specifications shall apply to proposals made for and to the execution of the various parts of the work affected thereby. Careful Note of This Addenda shall be taken by all parties of interest so that the proper allowance may be made in all computations, estimates and contracts, and all trades affected shall be fully advised in the performance of the work which will be required of them.

In Case of Conflict between Drawings, Specifications, and this Addendum, this Addendum shall govern. This Addendum supersedes all previous drawings, specifications, and instructions pertaining to the items.

Questions received to the RFP:

Item #1 Question: What access control system is currently in use or wanted for this project? What brand of NVR and cameras

are required? The specification makes no mention of headend components or equipment. Please clarify if

this is an open specification and any code compliant system can be used.

Answer: The campus utilizes the Honeywell ProWatch System for the ACAMS. Cameras and video

surveillance equipment shall be compatible with a Honeywell MaxPro system. Also, refer to

Chapter 10 of the District Standards for additional information on parameters and suggested

products. (District Standards – Ch 10 Security Standards attached)

Item #2

Question: Sports Floor:

• 1.1.C Calls for Sleepers on cushion blocks

• 2.1.A.1 Calls for Robbins “Bio-Cushion Classic”

• 2.2.B&C call for two layers of plywood with ¾” pads (which is a Bio-Cushion Classic)

• 3.2.A.2 has a description of anchored sleeper system installation

• Det A9.41/B5 has a double ply-wood system

• A2.31 Material Legend calls for WF1 – Connor Sports Flooring, resilient floor system, Bio-

Cushion, Subfloor System: Green Plan

Page 2: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT

Measure G-2004 February 29, 2016 SJCC Physical Education Building RFP #0119-16 – Addendum #6 Page 2 of 3

Please Clarify:

1. Connor “Green Play” system

2. Floating double plywood System similar to Robbins “Bio-Cushion Classic” system. This

system would be Connor “NeoShock” system

3. Anchored sleeper system.

Answer: Basis of Design for WF1 on A2.31 should say:

Robbins Sports Flooring

Resilient Floating Floor System

Bio-Cushion Classic

Species: Maple Grade 2 (FSC)

Subfloor System: ¾” Bio-Pad

An “or equal” by Connor would be acceptable.

Item #3

Question: Openings 103.1, 104.1, 109.1, 110.1, 111.1, 112.1, 113.1 and 139.1 are all shown on the door

schedule as wood doors with frames made from AL material. They all show detail D5/A9.50. This

detail is for a hollow metal frame. Should these frames be HM or aluminum storefront. Please

clarify.

Answer: Aluminum storefront, Basis of Design details attached for reference in lieu of D5/A9.50.

Item #4

Question: Opening 137.1 is a paired opening assigned to hardware group 18. Hardware group 18 is for

single doors. Please clarify.

Answer: Revise Hardware for Door 137.1 to Group 7 in lieu of Group 18.

Item #5

Question: Openings WC 11.1, 11.2, 12.1, 13.1, 14.1, 16.1, 16.2 and PE 103.1, 104.1, 109.1, 110.1, 111.1,

112.1, 113.1 are all shown to be wood doors per the Door Schedule. There is no Wood Door

specification. Please provide a Wood Door Spec.

Answer: See Specification 08 14 16 Flush Wood doors attached.

Item #6

Question: Both of the pre-qualified concrete contractors have elected not to bid this project. Can we open

concrete to all subcontractors?

Answer: The Structural and Sitework Concrete is open to all qualified subcontractors.

Item #7

Question: On the contract plans it shows several drawings "For Reference". Where might I find those

drawings?

Answer: Please see attached drawings "for Reference Only"

Item #8

Question: Construction Careers Agreement - Please provide a copy of the PSA - the link provided does not

work, and this is supposed to be submitted with the bid documents as per the instruction to

bidders.

Answer: Construction Careers Agreement can be found in Section 00 73 49 of Vol 1.

Page 3: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT

Measure G-2004 February 29, 2016 SJCC Physical Education Building RFP #0119-16 – Addendum #6 Page 3 of 3

Item #9

Question: I do not see any Earthwork specifications for this project, please advise.

Answer: Please refer to the

• Geotechnical Engineering and Geologic Hazards Study, March 12, 2012

• Geotechnical Engineering Study Update and Seismic Update, October 27, 2014

included in the Bid Docs on the District Website, listed under “0119-16 SJCC 06 PE Bldg RFP

Attachments”

End of Addendum

Page 4: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

INSTALL SILL FLASHING WITH TURNED UP ENDSAND EDGES TYP. SEE SPECIFICATION SECTION08 43 13-3 & 08 44 13-4

SIZE MAY DIFFER,CONFIRM WITH WALL TYPE,TYPICAL

SIZE MAY DIFFER,CONFIRM WITH WALL TYPE,TYPICAL

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Page 5: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

SIZE MAY DIFFER,CONFIRM WITH WALL TYPE,

TYPICAL

Page 6: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

San Jose City College P.E. Building and Wellness Center 10890002San Jose, CA

FLUSH WOOD DOORS 08 14 16 - 1

SECTION 08 14 16

FLUSH WOOD DOORS

PART 1 GENERAL1.1 RELATED REQUIREMENTS

A. Section 08 11 13 - Hollow Metal Doors and Frames.B. Section 08 71 00 - Door Hardware.

1.2 REFERENCE STANDARDSA. ASTM E413 - Classification for Rating Sound Insulation; 2010.B. ASTM E1408 - Standard Test Method for Laboratory Measurement of the Sound Transmission Loss

of Door Panels and Door Systems; 1991 (Reapproved 2000).C. AWI (QCP) - Quality Certification Program, www.awiqcp.org; current edition at www.awiqcp.org.D. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009.E. WDMA I.S.1-A - Architectural Wood Flush Doors; Window and Door Manufacturers Association;

2011.1.3 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics.C. Test Reports: Show compliance with specified requirements for the following:

1. Sound-retardant doors and frames; sealed panel tests are not acceptable.D. Samples: Submit two samples of door veneer, 4 by 4 inch (____ by ____ mm) in size illustrating

wood grain, stain color, and sheen.E. LEED Report: Submit for wood products made from sustainably harvested wood, as specified in

Section 01 35 15.F. Manufacturer's Installation Instructions: Indicate special installation instructions.G. Warranty, executed in Owner's name.

1.4 QUALITY ASSURANCEA. Maintain one copy of the specified door quality standard on site for review during installation and

finishing.B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this

section with minimum three years of documented experience.1.5 DELIVERY, STORAGE, AND HANDLING

A. Package, deliver and store doors in accordance with specified quality standard.B. Accept doors on site in manufacturer's packaging. Inspect for damage.C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet

areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer ifstored more than one week. Break seal on site to permit ventilation.

1.6 WARRANTYA. See Section 01 78 00 - Closeout Submittals for additional warranty requirements.B. Interior Doors: Provide manufacturer's warranty for the life of the installation.

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Page 7: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

San Jose City College P.E. Building and Wellness Center 10890002San Jose, CA

FLUSH WOOD DOORS 08 14 16 - 2

C. Include coverage for delamination of veneer, warping beyond specified installation tolerances,defective materials, and telegraphing core construction.

PART 2 PRODUCTS2.1 MANUFACTURERS

A. Wood Veneer Faced Doors:1. Eggers Industries; Product ____: www.eggersindustries.com.2. Graham Wood Doors; _____: www.grahamdoors.com.3. Oregon Door; Architectural Series: www.oregondoor.com.4. Substitutions: See Section 01 60 00 - Product Requirements.

2.2 DOORS AND PANELSA. All Doors: See drawings for locations and additional requirements.

1. Quality Level: Custom Grade, in accordance with AWI/AWMAC/WI Architectural WoodworkStandards.

2. Wood Veneer Faced Doors: 5-ply unless otherwise indicated.B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction.

1. Provide solid core doors at all locations .2. Sound Retardant Doors: Minimum STC of 40, calculated in accordance with ASTM E413, tested

in accordance with ASTM E1408.3. Wood veneer facing with factory transparent finish where indicated on drawings.

2.3 DOOR AND PANEL CORESA. Sound Retardant Doors: Equivalent to Type PC construction with core as required to achieve rating

specified; plies and faces as indicated above.2.4 DOOR FACINGS

A. Wood Veneer Facing for Transparent Finish: Ash, veneer grade as specified by quality standard,plain sliced, book veneer match, running assembly match; unless otherwise indicated.

2.5 DOOR CONSTRUCTIONA. Fabricate doors in accordance with door quality standard specified.B. Cores Constructed with stiles and rails: C. Where supplementary protective edge trim is required, install trim after veneer facing has been

applied full-width.D. Factory machine doors for hardware other than surface-mounted hardware, in accordance with

hardware requirements and dimensions.E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in

accordance with specified quality standard.F. Provide edge clearances in accordance with the quality standard specified.

2.6 FACTORY FINISHING - WOOD VENEER DOORSA. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Section 5 -

Finishing for Grade specified and as follows:1. Transparent:

a. System - 10, UV Curable, Water-based.b. Sheen: Satin.

B. Factory finish doors in accordance with approved sample.

Page 8: Bid #0119-16 Description of Changes PE Building - Addendum 6.pdf · • Geotechnical Engineering and Geologic Hazards Study, March 12, 2012 • Geotechnical Engineering Study Update

San Jose City College P.E. Building and Wellness Center 10890002San Jose, CA

FLUSH WOOD DOORS 08 14 16 - 3

PART 3 EXECUTION3.1 EXAMINATION

A. Verify existing conditions before starting work.B. Verify that opening sizes and tolerances are acceptable.C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or

alignment.3.2 INSTALLATION

A. Install doors in accordance with manufacturer's instructions and specified quality standard.B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.C. Use machine tools to cut or drill for hardware.D. Coordinate installation of doors with installation of frames and hardware.

3.3 TOLERANCESA. Conform to specified quality standard for fit and clearance tolerances.B. Conform to specified quality standard for telegraphing, warp, and squareness.

3.4 ADJUSTINGA. Adjust doors for smooth and balanced door movement.B. Adjust closers for full closure.

3.5 SCHEDULE - SEE DRAWINGS

END OF SECTION