S06 - Attachment 2 - Addendum 1 603-18-301 Replace Roofs Phase 1.pdf
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- Solicitation number
- 36C24921R0066
About this file
This document provides an addendum to specifications for a federal contract to replace roofs on Buildings 1 and 12 at a Department of Veterans Affairs facility. The contract involves removing existing roofing and installing new roofing systems on several roof sections. The addendum clarifies the scope of work by revising roof sections in an alternate bid item, adding notes to drawings regarding non-penetrating equipment supports and roof scuppers, and noting locations of new roof access equipment including cross-over stairs, fixed ladders, and ships stairs to be furnished and installed. Product and installation specifications are also added for the new roof access equipment to ensure compliance with relevant safety standards.
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Other files
| File | Type | Posted |
|---|---|---|
| S06 - A0004 - Attachment 1 - Drawing A113.pdf | ||
| 36C24921R0066 0004.docx | DOCX document | |
| S06 - Attachment 1 - Questions and Answers.pdf | ||
| S06 - A0003 - Amendment 0003 - questions and answers.pdf | ||
| 36C24921R0066 0003.docx | DOCX document | |
| 36C24921R0066 0002.docx | DOCX document | |
| S04 - SITE VISIT SIGN IN SHEET - 603-18-301 - Replace Roofs Phase 1_ Buildings 1 and 12.pdf | ||
| 36C24921R0066 0001.docx | DOCX document | |
| S02 - Drawings - 2 of 2.pdf | ||
| 36C24921R0066_1.docx | DOCX document | |
| S02 - Specifications.pdf | ||
| S02 - Wage Determination - Jefferson County 02.pdf | ||
| S02 - Drawings - 1 of 2.pdf | ||
| S02 - Price Schedule (Project 603-18-301) 02.xlsx | XLSX spreadsheet | |
| S02 - Past Performance Questionaire.pdf |
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Text version
603-18-301 Replace Roofs Phase 1
Addendum 1
1. Delete Roof Section 8A from the Alternate #1 Deduct. Insert Roof Section 7B into the
Alternate Deduct #1. Reference Drawing G-001 for Deduct revision. Reference
Specification Section 01 00 00 paragraph 1.2.B Alternates and replace “8A” with “7B”.
2. Reference Drawing A-101 for added General Note: “CONTRACTOR SHALL INSTALL
NEW NEOPRENE OR ANTI-VIBRATION PADS UNDER NON-PENETRATING
EQUIPMENT/CONDUIT SUPPORTS IN CONTRACT ROOF AREA. ADHERE PADS
TO ROOF MEMBRANE”.
3. Reference Drawings A-102, A-104, A-105, A-108, A-110, & A-111. Typical Keynotes have been added to clarify roof scupper work is included in roof work.
4. Reference Drawing A-105. Existing roof fixed ladders are noted as Keynote #3 for removal. The ladder to roof 1A has been clarified as Not-In-Contract.
5. Reference Drawing A-108. Add Keynote #8 “FURNISH AND INSTALL NEW CROSS-
OVER STAIRS. REFER TO SPECIFICATIONS 055000 METAL FABRICATIONS.”
6. Reference Drawing A-108. Furnish and install roof cross overs as noted on drawing.
7. Reference Drawing A-110. Add Keynote #8 “FURNISH AND INSTALL NEW CROSS-
OVER STAIRS. REFER TO SPECIFICATIONS 055000 METAL FABRICATIONS.”
8. Reference Drawing A-110. Add Keynote #9 “FURNISH AND INSTALL NEW "SHIP"
STAIRS. PROVIDE NEW CURB FOR MOUNTING OF BASE. ATTACH UNIT TO
PARAPET WALL PER SPECIFICATIONS. REFER TO SPECIFICATIONS 055000
METAL FABRICATIONS.”
9. Reference Drawing A-110. Furnish and install roof cross overs as noted on drawing.
10. Reference Drawing A-110. Furnish and install fixed ladder as noted on drawing.
11. Reference Drawing A-110. Furnish and install ships stairs as noted on drawing.
12. Reference Drawing A-111. Add Keynote #7 “FURNISH AND INSTALL NEW ROOF
STAIRS ON ROOF 4D WITH LANDING AND "SHIP" STAIR TO ROOF 4A. ROOF
4A SHALL BE NON-ATTACHED BASE PER DETAIL. PROVIDE AND INSTALL
CURB ON 4D ROOF TO ATTACH BASE TO. ANCHOR BOTH SIDES OF STAIRS
TO PARAPET WALL PER SPECIFICATIONS. REFER TO SPECIFICATIONS
055000 METAL FABRICATIONS.”
13. Reference Drawing A-111. The keynote for the ladder to roof 1A has been clarified as
Not-In-Contract.
14. Reference Drawing A-111. The keynote for the ladder to roof 5B has been clarified as in the base contract.
15. Reference Drawing A-111. Furnish and install stair crossover from 4A to 4D as noted.
Both sides of the stairs are in the base contract.
16. Reference Drawing A-113. Add Keynote #8 “FURNISH AND INSTALL NEW CROSS-
OVER STAIRS. PROVIDE INSTALL CURB AT BASE TO MOUNT BASE OF
STAIRS TO. REFER TO SPECIFICATIONS 055000 METAL FABRICATIONS.”
17. Reference Drawing A-113. Furnish and install fixed ladder as noted on drawing.
18. Reference Drawing A-113. Furnish and install cross over stairs as noted on drawing.
19. Reference Drawing A-113. The keynote #6 typical has been added to clarify that all scupper work for Bldg 12 roof is in the Deduct Alternate #2.
20. Reference Drawing A-501. Added Cross-Over Non-Penetrating Detail.
21. Reference Drawing A-503. Added Paverstone Detail.
22. The ladder rungs shall not be bars. Reference Specification section 05 50 00. Refer to paragraph 2.5 C 1 and replace “Fabricate from 25mm (one inch) diameter steel bars.”
with “Ladder Flat Rung Plank, at least 14 Gauge (.0785" Thick), 2” to 2-1/2” Open
Surface Width, 1-1/8" Channel Depth, rungs shall have extruded aluminum channels that are serrated to produce a non-skid surface with no sharp edges, Long Way of Opening
(LWO) Parallel to Width of Ladder Rung Plank, 34% Open Area.”
23. Reference Specification section 05 50 00. Add the following paragraphs:
2.6 Roof Stairs
A. Shall be prefabricated aluminum metal stairs.
B. Shall meet all OSHA Compliance.
C. Shall have 26" wide stamped positive-traction surface.
D. Shall have 9" run and 9" rise per step meets OSHA 1910 regulation
E. When required by OSHA stairs shall have ANSI yellow handrail and midrail for high visibility and safety.
F. Sturdy 2" diameter round handrail for smooth grabbing surface.
G. Additional top handrail to transition to platform handrail height.
2.7 Roof “Ship” Stairs
A. Use “ship” stairs for applications where standard stair length runs are not feasible. “Ship” stairs shall between 50° to 70° of incline.
B. Shall meet OSHA requirements in proposed section 1910.21.
C. Shall be prefabricated aluminum metal stairs.
D. Shall have a 24” tread width and 4” tread depth.
E. Ship stairs shall have ANSI yellow handrail and midrail for high visibility and safety.
24. Reference Specification section 05 50 00. Add the following paragraph:
3.4 Non-Penetrating Base Roof installation
A. Use a curb mount unless directed otherwise. Stairs near parapets shall still be anchored into parapets.
B. The stair is anchored to the stair base with countersunk bolts to a flat metal plate. The flat plate is rigid enough to distribute the weight over a wide surface area to prevent damage from point load and leaks. A thick neoprene pad is glued between the metal base plate and the roof, protecting the roof from the abrasive metal. Adhere the neoprene pad to the roof surface to prevent shifting.
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