HomeMy WebLinkAboutAddenda_Standard FormattingCORNELL UNIVERSITY CHI PHI FRATERNITY
FACILITIES CONTRACTS INTERIOR FINISHES RESTORATION
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
ADDENDUM NO. 1
September 3, 2014
This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply
to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or
a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force.
NOTE: Provisions of all Contract Documents apply.
SAMPLES FOR TABLE OF CONTENTS, INSTRUCTIONS TO BIDDERS, AND BID FORM ITEMS
Table of Contents
REPLACE Page 2 in its entirety with attached.
SAMPLES FOR GENERAL REQUIREMENT ITEMS
Section 01 23 00 Alternates: Part 1.3, SCHEDULE OF ALTERNATES
ADD Item E
ALTERNATE NO. FR1 (ADD) Installation of Lightning Protection. See Technical Specification Section 26 4113 Lightning Protection for Structures and Sketches SK1, SK2 and SK3 for additional
information.
Section 01 50 00, Temporary Facilities and Controls; Section 2.8A,. Guardrails and Barricades, 2.8, A
ADD Item 2.
2. Provide construction fence consistent of 6 foot chain link fence with a green mesh privacy screen. The Privacy screen is to be attached using metal ties. The fence is to be supported
by 2” diameter pipes driven 2’ to the ground. Underground Utilities must be marked prior to installation.
SAMPLES FOR TECHNICAL SPECIFICATION ITEMS
Section 04 01 20, Paragraph 2.3.A.1
ADD the following subparagraphs :
Basis of Design: Portage sandstone (bluestone), in a yellow-green color
Compressive Strength, Wet-Parallel (ASTM C170): min. 8000 psi
Compressive Strength, Wet- Perpendicular (ASTM C170): min. 6200 psi
Absorption (ASTM C97): max. 1.5%
Pre-qualified stone supplier:
Tompkins Bluestone Company, Inc. Hancock, NY 13783
Tel: 607.637.5222
Section 23 82 16, Part 2, Paragraph 2.2, Item F:
DELETE “Fins: Copper, minimum 0.006 inch thick”
REPLACE with ”Fins: Aluminum, .5 inch high”
Section 08 63 00, Paragraph 1.9
ADD the following New paragraph:
B. Note that for bidding purposes, the dimensions of the new skylight shall be based on Detail 6/R1.1 rather than Detail 1/R1 or Detail 2/R2. Monitor over-framing will effectively increase
the overall length and width of the skylight approximately 8-1/2”.
SAMPLES FOR DRAWINGS ITEMS
Drawing AD-101
DELETE Drawings S-102 and S-500
REPLACE with revised Drawings S-102 and S-500
Drawing A-000
DELETE Structural Steel General Note 3.0 in its entirety.
REPLACE with “Welded connections shall be made by an approved certified welder using filler metal conforming to E70XX (AISC Permissible Stress of 21KSI). Provide end returns of fillet
welds unless noted.
Drawing A-201, Detail 3:
ADD
The following note: “Provide No. 1 hand compacted crushed stone”
INCLUDE RFI LOG
RFI Questions and Clarifications
See attached RFI Log (Items 1 - 8)
Attachments:
Revised drawings S-102 and S-500
Attendees at pre-bid walk-through meeting
****END OF ADDENDUM****