RFP - RICKWOOD STATE PARK ADDENDUM 1

2. Sheet C-302
a. New callout in reference to the sanitary sewer lateral "Temporarily tie sewer to the existing
septic system, which is to be replaced with either a new septic system or connection to
public sewer"
CLARIFICATIONS
1. All questions shall be submitted to Jake Ross (jake.ross@3notch.com) by Friday, May 29, 2026,
11:00 a.m.
CONTRACTOR QUESTIONS / RFI's
1. Can we substitute custom plastic laminate cabinets instead of Solid Plastic Laboratory Casework?
Due to the low durability of MDF and particle board used in the plastic laminate-clad casework
spec provided, this will not be considered an approved equal.
2. Was a Geotechnical Evaluation performed? No Geotechnical Evaluation was performed
pertaining to the Pool House project area.
ISSUED THIS 21st DAY OF MAY 2026
____________________________________
Lance Armbrester, PE
Addendum No. 01

PRE-BID CONFERENCE AGENDA
FOR
FACILITY UPGRADES FOR RICKWOOD CAVERNS STATE PARK
ALABAMA STATE PARKS DIVISION
ADCNR PROJ. NO.: 2022-029-5216
Wednesday, May 13, 2026, 1:00 PM
OPENING AND INTRODUCTIONS
1. Sign-In Sheet
2. Introductions
a. Owner: Alabama State Parks Division of the ADCNR
i. Dennis Grooms, Construction Manger
ii. State Park Staff
b. Civil Engineer & Lead Design Consultant: Three Notch Group, Inc. (Formerly CDG)
i. Lance Armbrester, PE
ii. Jake Ross, EI
c. Architect: Seay, Seay & Litchfield
i. Jeff Bazzell, AIA, LEED AP
ii. Olivia Smith, ASSOCIATE AIA
d. Structural Engineer: Day Structures, Inc.
i. Jeremy D. Day, PE
e. Mechanical/Plumbing Engineer: Morris Davis Engineering, LLC
i. Hunter B. Davis, PE
f. Electrical Engineer: Garner & Associates Engineering
i. Morgan Garner, PE
GENERAL INFORMATION
3. Bid Documents: PDF electronic copies are available via email at no cost to the bidder.
4. Schedule: See Invitation to Bid
a. Bid Due Date: Thursday, June 04, 2026, 2:00 PM CST
b. Bid Opening: Friday, June 05, 2026, 2:00 PM CST
c. Bid Opening Location: ADCNR Conference Room (Montgomery, AL)
5. Instructions to Bidders: See ASPD Form 5-C
a. It is the Contractor's responsibility to make sure bid is complete per the Contract
documents (e.g. bid form, bid bond, sub/supplier list, etc.)
b. It is the Contractor's responsibility to make sure bids are delivered and received at the
designated location on the date and time stated in advertisement for bid or subsequent
addenda.
c. Proposal Form: Use ASPD Form 5-E, along with Attachments "A"- Bid Items & Unit Pricing,
provided in the Specification Manual. No alterations shall be made to these forms.
d. Base Bid & Alternate 1
e. Request for Information: All questions shall be submitted to Jake Ross
(jake.ross@3notch.com) by Friday, May 29, 2026, 11:00 a.m.
f. Addenda: All Addenda will be issued by Three Notch Group, Inc. and sent to the same

email address used by the bidder to obtain bid documents.
g. Award: The owner intends to announce the bid award to the lowest qualified bidder
within 30 days of the bid opening.
h. Construction Start Date: The owner intends to issue a NTP proceed on Tuesday,
September 8, 2026 (see Supplemental General Conditions).
6. Construction Completion Date: 120 calendar days from the NTP
7. Liquidated Damages: $1000.00 per day
8. Construction Budget: The owner may elect to announce an official budget prior to the bid opening.
9. Site Visits: Bidders shall thoroughly investigate the project site to fully understand the scope of
work required by the Contract Documents. Site visits can be arranged if needed by contacting Jake
Ross.
PROJECT OVERVIEW
* Demolition of Existing sidewalk, fencing, and other items
* Construction of a pool house building
* Concrete paths
* Onsite septic system

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SECTION 07 7124
MANUFACTURED GUTTERS AND DOWNSPOUTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Pre-finished galvanized steel gutters and downspouts.
B. Gutter Guards.
C. Downspout Boots.
1.02 RELATED REQUIREMENTS
A. Section 05 5000 -Metal Fabrications: Downspout boots.
B. Section 07 6200 -Sheet Metal Flashing and Trim.
C. Section 075423 -Thermoplastic-polyolefin Roofing.
1.03 REFERENCE STANDARDS
A. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum 2014 (2015 Errata).
B. AAMA 2603 -Voluntary Specification, Performance Requirements and Test Procedures for
Pigmented Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix)
2017a.
C. AAMA 2604 -Voluntary Specification, Performance Requirements and Test Procedures for
High Performance Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating
Appendix) 2022.
D. AAMA 2605 -Voluntary Specification, Performance Requirements and Test Procedures for
Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating
Appendix) 2022.
E. ASTM A653/A653M -Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-
Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2020.
F. ASTM A666 -Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar 2015.
G. ASTM B32 -Standard Specification for Solder Metal 2020.
H. ASTM B209 -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2014.
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I. ASTM B209M -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
(Metric) 2014.
J. ASTM B370 -Standard Specification for Copper Sheet and Strip for Building Construction 2012
(Reapproved 2019).
K. ASTM D2665 -Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and
Vent Pipe and Fittings 2020.
L. ASTM D4479/D4479M -Standard Specification for Asphalt Roof Coatings -Asbestos-Free 2007
(Reapproved 2018).
M. CDA A4050 -Copper in Architecture -Handbook current edition.
N. SMACNA (ASMM) -Architectural Sheet Metal Manual 2012.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Comply with International Plumbing Code code for size and method of rain water discharge.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on prefabricated components.
C. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods,
locations, and installation details.
D. Samples: Submit two samples, [____] inch long illustrating component design, finish, color,
and configuration.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope to
drain.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Gutters and Downspouts:
1. ATAS International, Inc; Water Control System: www.atas.com/#sle.
2. Cheney Flashing Company; [____]: www.cheneyflashing.com/#sle.
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3. Drexel Metals Inc: www.drexmet.com/#sle.
4. OMG Roofing Products; [_____]: www.omgroofing.com/#sle.
5. SAF Perimeter Systems, a division of Southern Aluminum Finishing Company, Inc; [____]:
www.saf.com/persys/#sle.
6. Substitutions: See Section 01 6000 -Product Requirements.
B. Gutter Guards:
1. ATAS International, Inc; Basis of Design: www.atas.com/#sle. Or approved Equal.
a. Provide removable gutter guards at all gutters.
C. Scupper and Collectors:
1. ATAS International, Inc; Scuppers and Collector Boxes: www.atas.com/#sle.
2. Substitutions: See Section 01 6000 -Product Requirements.
D. Rooftop Pipe Supports:
1. Miro Industries, Inc.; www.miroind.com
2.02 MATERIALS
A. Pre-Finished Galvanized Steel Sheet: ASTM A653/A653M, with G90/Z275 zinc coating;
minimum 0.02 inch thick base metal.
1. Finish: Shop pre-coated with P VDF (polyvinylidene fluoride) coating.
2. Color: A s selected from manufacturer's standard colors.
B. Primer: Zinc molybdate type.
C. Protective Backing Paint: Zinc molybdate alkyd.
D. Solder: ASTM B32; Sn50 (50/50) type.
E. Primer and Solvent for Polyvinyl Chloride (PVC): As recommended by manufacturer.
2.03 COMPONENTS
A. Gutters: SMACNA square style profile. Size per SMACNA (latest edition and latest NOAA data
for project location).
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B. Downspouts: SMACNcole.
C. Anchors and Supports: Profiled to suit gutters and downspouts.
1. Anchoring Devices: In accordance with SMACNA requirements.
2. Gutter Supports: Brackets.
3. Downspout Supports: S traps.
D. Fasteners: Galvanized steel , with soft neoprene washers.
2.04 ACCESSORIES
A. Downspout Boots: Cast iron; ASTM A48. Contoured interior flow design with no boxed
corners, weld seams or choke points; include integral lug slots and stainless steel fasteners.
1. Configuration: Offset, Angular or Ninety as required to suite project conditions.
2. Finish: High Performance Organic Finish, AAMA 2604; multiple coat, thermally cured
fluoropolymer finish system; color as selected by Architect.
3. Color: Black Gray [RAL #7021].
4. Accessories:
a. Cleanout with neoprene gasket and stainless steel tamper-proof screws.
b. Manufacturer's standard stainless steel fasteners for mounting onto building wall.
c. Flexible shielded rubber adapter for connection to underground drainage pipe or
building plumbing.
5. Manufacturer: J. R. Hoe & Sons; 101 Ironwood Rd., Middlesboro, KY 40965:
www.downspoutboots.com or approved equal.
2.05 FABRICATION
A. Form gutters and downspouts of profiles and s izes indicated.
B. Fabricate with required connection pieces.
C. Form sections square, true, and accurate in size, in maximum possible lengths, free of
distortion or defects detrimental to appearance or performance. Allow for expansion at
joints.
D. Hem exposed edges of metal.
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E. Fabricate gutter and downspout accessories; seal watertight.
2.06 FINISHES
A. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat,
thermally cured fluoropolymer finish system; color as indicated.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that surfaces are ready to receive work.
3.02 PREPARATION
A. Paint concealed metal surfaces and surfaces in contact with dissimilar metals with protective
backing paint to a minimum dry film thickness of 15 mil.
3.03 INSTALLATION
A. Install gutters, downspouts, and accessories in accordance with manufacturer's instructions.
B. Sheet Metal: Join lengths with formed seams sealed watertight. Flash and seal gutters to
downspouts and accessories.
C. Slope gutters 1 /8 inch per foot .
D. Connect downspouts to downspout boots at 12 to 18 inches above grade. Seal connection
watertight. Secure downspout boots to masonry wall in accordance with manufacturer's
recommendations, and written installation instructions.
E. Connect downspouts to storm sewer system. Seal connection watertight with flexible rubber
adapter, type as recommended by downspout boot manufacturer.
END OF SECTION
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