B 08 Entry Control Addendum 01 LHB.pdf

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Repair Entry Control Point Federal contract opportunity
Solicitation number
W912LM-22-R-1001
Issued by
Department of the Army Minnesota Army National Guard

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This pre-solicitation notice announces a request for proposal for repair services at several entry control points and a parking lot at the 148th Fighter Wing Duluth Air National Guard Base in Minnesota. The project scope includes repairs to meet anti-terrorism and force protection standards, with a new parking lot layout for improved snow removal and site lighting. Additional requirements are installation of a final denial barrier at Gate 4, secured two-way access gates and signage, a sally port with vehicle search enclosure at B502, and speed barriers and area lighting at various locations. The magnitude of work is estimated between $1 million to $5 million, with a 180-day construction period. The NAICS code is 236220 and it is set aside for small businesses with a size standard of $39.5 million. A pre-proposal conference will be held on August 10th, with the proposal due date of August 26th. The source selection will consider best value past performance and price factors.

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File Type Posted
190273 Entry Control Addendum 03.pdf PDF
Addendum 2.1.docx DOCX document
Entry Control Addendum 02.pdf PDF
Pre-Bid Roster - Repair ECPs.pdf PDF
B 07 Preproposal Conference 148th.pptx PPTX presentation
EXHIBIT D Letter of Commitment Ld ECP (Attachment).docx DOCX document
A 03 B3 SPEC 051321.pdf PDF
B 08 Release Form 66 Rpr ECP.pdf PDF
B 08 W912LM-22-R-1001 ECP.pdf PDF
EXHIBIT A ECP(Attachment).docx DOCX document
A 03 B3 FINAL DWGS 052021.pdf PDF
EXHIBIT B ECP Ld (Attachment).docx DOCX document
EXHIBIT C Reference_Questionnaire_Package NEW Ld (Attachment).docx DOCX document
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ADDENDUM NO. 01, AUGUST 5, 2022

RE: MnANG – Repair Entry Control

LHB Project No. 190273, MnANG W912LM22R1001

To: MnANG Contracting Office

From: LHB, Inc.

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May

13, 2021. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

This Addendum consists of 2 pages and the following attachment (s):

Specifications

Div. 02 – 14: 07 4113

Drawings

Structural: S301, S302

Architectural: A301

Changes to Prior Addenda - none

Questions and Answers

Q1. The specified metal roof panel UC-7 is not a weather tight warrantable panel. Either the metal roof system will not have a weather tight warranty is spec is held with this roof panel, or the metal roof panel spec will need to be switched to Firestone’s UC-3 metal roof panel, which can be installed and include the weather tight warranty.

A1. The basis of Design metal roof panel has been changed to UC-3 this addendum.

Q2. The metal wall panel spec is a little confusing because the specific 5v Crimp panel does not align with panel sizing called out. And it’s a panel that is uncommon to use. Please confirm the intent is to use this siding panel or if one of Firestone’s other profiled panels are preferred such as the HR-Ultra Omega Siding panel that was installed on the Corrosion Control Bldg.

A2. Confirming the use of 5v Crimp panel for design appearance, design intent. Refer to correction to panel width this addendum

Q3. I am looking for a couple things in order to get pricing on the radius standing seam roof: chord length, chord height, arc length, panel length, and radius.

A3. Dimensions have been provided this addendum.

General -None

ADDENDUM NO. 01: REPAIR ENTRY CONTROL PAGE 2

AUGUST 5, 2022

Changes to Specifications

1. Replace Section 07 4113 – METAL ROOF PANELS in its entirety.

2. Refer to Section 07 4213 - METAL WALL PANELS:

a. Paragraph 2.02b.4: Change Panel width to 22.5”

Product Approvals

Refer to Specification Section 01 2500 3.02 and 3.03. Pre-approvals will not be given during bidding period.

Changes to Drawings

3. Replace Sheet S301- SECTIONS & ELEVATIONS in its entirety.

4. Replace Sheet S302 – SECTIONS in its entirety.

5. Refer to Sheet A111 – MAIN GATE ENTRY CONTROL REFLECTED CEILING AND ROOF PLANS:

a. At detail 2/A111, change note at plywood deck to “Plywood deck over wood truss – see structural”.

6. Replace Sheet A301- MAIN GATE ENTRY CONTROL BUILDING SECTION AND WALL DETAILS in its entirety. Note that radius is given to bottom of roof deck. Top of metal roofing will be approximately 6” above, depending on specific dimensions of roofing components.

END OF ADDENDUM NO. 01

MnANG ATFP REPAIR

ENTRY CONTROL POINTS

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 1

SECTION 07 4113

METAL ROOF PANELS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Architectural roofing system of preformed steel panels and accessories

1.02 RELATED REQUIREMENTS

A. Section 06 1000 - Rough Carpentry: Roof sheathing.

B. Section 07 2100 - Thermal Insulation: Rigid roof insulation.

C. Section 07 4213 - Metal Wall Panels: Preformed wall panels, soffit panels D. Section 07 9200 - Joint Sealants: Sealing joints between metal roof panel system and adjacent construction.

1.03 REFERENCE STANDARDS

A. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix); 2017a.

B. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013 Supplements and Errata.

C. ASTM A463/A463M - Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process; 2015, with Editorial Revision (2020).

D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.

E. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2018a.

F. ASTM C1363 - Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus; 2019.

G. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2019.

H. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2018b.

I. ASTM E1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference; 2005 (Reapproved 2017).

J. ASTM E1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference; 2011 (Reapproved 2018).

K. UL 580 - Standard for Tests for Uplift Resistance of Roof Assemblies; Current Edition, Including All Revisions.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Storage and handling requirements and recommendations.

2. Installation methods.

3. Specimen warranty.

C. Shop Drawings: Include layouts of roof panels, details of edge and penetration conditions, spacing and type of connections, flashings, underlayments, and special conditions.

1. Show work to be field-fabricated or field-assembled.

D. Verification Samples: submit samples of minimum size 12 inches square, representing actual roofing metal, thickness, profile, color, and texture.

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 2

E. Test Reports: Indicate compliance of metal roofing system to specified requirements.

F. Warranty: Submit specified manufacturer's warranty and ensure that forms have been completed in Government's name and are registered with manufacturer.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Store roofing panels on project site as recommended by manufacturer to minimize damage to panels prior to installation.

1.07 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Finish Warranty: Provide manufacturer's special warranty covering failure of factory-applied exterior finish on metal roof panels and agreeing to repair or replace panels that show evidence of finish degradation, including significant fading, chalking, cracking, or peeling within specified warranty period of 20 years from Date of Substantial Completion.

C. Waterproofing Warranty: Provide manufacturer's warranty for weathertightness of roofing system, including agreement to repair or replace roofing that fails to keep out water within specified warranty period of 20 years from Date of Substantial Completion.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Basis of Design:

1. Metal Roof Panels: Uniclad UC-3 manufactured by Firestone.

B. Other Acceptable Manufacturers; Metal Roof Panels:

1. Berridge Manufacturing Company: www.berridge.com/#sle.

2. Metl-Span, a Division of NCI Group, Inc: www.metlspan.com/#sle.

3. Morin Corporation: www.morincorp.com/#sle.

4. Petersen Aluminum Corporation: www.pac-clad.com/#sle.

5. Substitutions: See Section 01 6000 - Product Requirements.

2.02 PERFORMANCE REQUIREMENTS

A. Metal Roof Panels: Provide complete roofing assemblies, including roof panels, clips, fasteners, connectors, and miscellaneous accessories, tested for compliance with the following minimum standards:

1. Structural Design Criteria: Provide panel assemblies designed to safely support design loads at support spacing indicated, with deflection not to exceed L/180 of span length(L) when tested in accordance with ASTM E1592.

a. Dead Loads: Weight of roofing system.

b. Live Loads: As required by ASCE 7.

2. Overall: Complete weathertight system tested and approved in accordance with ASTM E1592.

3. Wind Uplift: Class 90 wind uplift resistance of UL 580.

4. Thermal Movement: Design system to accommodate without deformation anticipated thermal movement over ambient temperature range of 100 degrees F.

2.03 ROOFING SYSTEM DESCRIPTION:

A. Standing Seam metal roof panels and other components together forming a watertight assembly.

B. Design loads: refer to Structural Drawings http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 3

C. System Components:

1. Metal Roofing panels and trim

2. Underlayment

3. Insulation cover board

4. Roof insulation

5. Vapor retarder over plywood deck

2.04 ARCHITECTURAL METAL ROOF PANELS

A. Architectural Metal Roofing: Provide complete engineered system complying with specified requirements and capable of remaining weathertight while withstanding anticipated movement of substrate and thermally induced movement of roofing system.

B. Metal Panels: Factory-formed panels with factory-applied finish.

1. Steel Panels:

a. Zinc-coated steel complying with ASTM A653/A653M; minimum G60 galvanizing.

b. Steel Thickness: Minimum 24 gage (0.024 inch).

2. Profile: Standing seam, with minimum 1.5 inch seam height; concealed clip attachment to substrate lapped seam in standing seam profile with factory applied integral seam sealant in leg of panel

3. Texture: Smooth.

4. Color: Medium Bronze

5. Length: Full length of roof slope, without lapped horizontal joints.

6. Width: Maximum panel coverage of 12 inches.

2.05 ATTACHMENT SYSTEM

A. Concealed Clip attachment: Provide manufacturer's standard stainless steel or galvanized concealed anchor clips designed for specific roofing system and engineered to meet performance requirements, including anticipated thermal movement.

2.06 FABRICATION

A. Panels: Provide factory fabricated panels and accessory items, using manufacturer's standard processes as required to achieve specified appearance and performance requirements.

B. Joints: Provide captive gaskets, sealants, or separator strips at panel joints to ensure weathertight seals, eliminate metal-to-metal contact, and minimize noise from panel movements.

2.07 FINISHES

A. Fluoropolymer Coil Coating System: Manufacturer's standard multi-coat aluminum coil coating system complying with AAMA 2605, including at least 70 percent polyvinylidene fluoride (PVDF) resin, and at least 80 percent of coil coated surfaces having minimum total dry film thickness (DFT) of 0.9 mil, 0.0009 inch; color and gloss as selected from manufacturer’s standards.

2.08 ACCESSORIES

A. Miscellaneous Sheet Metal Items: Provide flashings and trim of the same material, thickness, and finish as used for the roofing panels. Items completely concealed after installation may optionally be made of stainless steel.

B. Rib and Ridge Closures: Provide prefabricated, close-fitting components of steel with corrosion resistant finish or combination steel and closed-cell foam.

C. Sealants:

1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminated polyether/polyurethane.

2. Concealed Sealant: Non-curing butyl sealant or tape sealant.

3. Seam Sealant: Factory-applied, non-skinning, non-drying type.

D. Thermal Insulation: as specified in Section 07 2100 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 4

E. Cover Board: High Density Polyisocyanurate - non-combustible, water resistante, high density closed cell polyisocyanurate core with coated glas mat facers.

1. Board size: 48 inches by 96 inches

2. Thickness: 1/2"

3. Thermal Value: R- value 2.5 when tested in accordance with ASTM C518 and ASTM

C177.

4. Surface Absorption: 3 percent max

5. Compressive Strength: 120 psi, when tested in accordance with ASTM D1621.

6. Manufacturers:

a. Firestone: ISOGARD HD cover board

b. Other as recommended by roofing manufacturer for warrnty of system

F. Underlayment: Self-adhering rubber-modified asphalt sheet complying with ASTM D1970/D1970M; 40 mil total thickness; with strippable release film and woven polypropylene sheet top surface.

1. Self Sealability: Passing nail sealability test specified in ASTM D1970/D1970M.

2. Manufacturers:

a. Firestone: Clad-Gard SA Underlayment

b. Other as recommended by roofing manufacturer for warranty of system

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation of preformed metal roof panels until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify COR of unsatisfactory preparation before proceeding.

3.02 PREPARATION

A. Coordinate roofing work with provisions for roof drainage, flashing, trim, penetrations, and other adjoining work to assure that the completed roof will be free of leaks.

B. Separate dissimilar metals by applying a bituminous coating, self-adhering rubberized asphalt sheet, or other permanent method approved by roof panel manufacturer.

C. Where metal will be in contact with wood or other absorbent material subject to wetting, seal joints with sealing compound and apply one coat of heavy-bodied bituminous paint.

3.03 INSTALLATION

A. Overall: Install roofing system in accordance with approved shop drawings and panel manufacturer's instructions and recommendations, as applicable to specific project conditions.

Anchor all components of roofing system securely in place while allowing for thermal and structural movement.

1. Install roofing system with concealed clips and fasteners, except as otherwise recommended by manufacturer for specific circumstances.

2. Minimize field cutting of panels. Where field cutting is absolutely required, use methods that will not distort panel profiles. Use of torches for field cutting is absolutely prohibited.

B. Accessories: Install all components required for a complete roofing assembly, including flashings, trim, closure strips, caps, equipment curbs, ridge closures, and similar roof accessory items.

C. Roof Panels: Install panels in strict accordance with manufacturer's instructions, minimizing transverse joints except at junction with penetrations.

3.04 CLEANING

A. Clean exposed sheet metal work at completion of installation. Remove grease and oil films, excess joint sealer, handling marks, and debris from installation, leaving the work clean and unmarked, free from dents, creases, waves, scratch marks, or other damage to the finish.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1592 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 5

3.05 PROTECTION

A. Do not permit storage of materials or roof traffic on installed roof panels. Provide temporary walkways or planks as necessary to avoid damage to completed work. Protect roofing until completion of project.

B. Touch-up, repair, or replace damaged roof panels or accessories before Date of Substantial Completion.

END OF SECTION

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M

LHB #190273

FMKM152015

Addendum 01

METAL ROOF PANELS

07 4113 - 6 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1970/D1970M

S301

4 5 5.13.9

S302

EXISTING STEEL

FRAMED CANOPY

(VFY.)

T/FTG

SEE PLAN

T/WALL

SEE PLAN

T/WALL

SEE ARCH

8" 19' - 0" 8"

4.1

BRICK VENEER

(SEE ARCH)

12" CMU WALL

CONC. FND

WALL

CONC. FTG.

(SEE PLAN)

SLAB ON GRADE

(SEE CIVIL)

BRICK LEDGE

SEE PLAN

S301

S3014 5 65.13.9

S302

S302

T/FTG

SEE PLAN

T/SLAB

SEE PLAN

T/WALL

SEE ARCH

T/WALL

SEE ARCH

EXISTING STEEL

FRAMED CANOPY

(VFY.)

8" 19' - 0" 8" 8' - 10"

ROOF SHEATHING

(SEE NOTES)

2x WOOD JOISTS

(SEE PLAN)

EXTERIOR WALL

SHEATHING

(SEE NOTES)

WOOD STUDS

(SEE DETAIL)

SLAB ON GRADE

(SEE PLAN)

CONC. FND

WALL

CONC. FTG.

(SEE PLAN)

R

W.P.

1' - 11 3/4"

/4

10' - 9 1/4"

10' - 10 1/4"

/4

S301

S301

AC.1 B.9D

S301

EXIST. 24" DIA.

CONC. COLUMN

(VFY.)

EXIST. 8'-6" x 8'-6"

CONC. FTG. (VFY.)

EXIST. 24" DIA.

CONC. COLUMN

(VFY.)

EXIST. 8'-6" x 8'-6"

CONC. FTG. (VFY.)

S302

10" 14' - 6" 2' - 2" 35' - 10" EXISTING STEEL

FRAMED CANOPY

(VFY.)

T/FTG

SEE PLAN

T/FTG

SEE PLAN

T/SLAB

SEE CIVIL

T/WALL

SEE PLAN

C.9

COILING DOOR

(SEE ARCH)

T/WALL

SEE PLAN

ANCHOR SCREEN WALL TO

EXIST. CONC. COLUMN

CONNECTION BY SUPPLIER

ANCHOR SCREEN WALL TO

EXIST. CONC. COLUMN

CONNECTION BY SUPPLIER

20" DIA. x 8'-0"

DRILLED PIER

R/W (8) #6 VERTS &

#4 TIES @ 1'-0" O.C.

(VFY. LOCATION & QTY.

W/ SCREEN SUPPLIER)

POST DESIGNED &

PROVIDED BY SCREEN

WALL SUPPLIER

S501

S301

A.7B.3B.8

S302

S302

S302

T/FTG

SEE PLAN

T/EX. FTG

SEE PLAN

T/SLAB

SEE PLAN

T/WALL

VARIES

10' - 6 1/4" 8' - 11 3/4"

ROOF SHEATHING

(SEE NOTES)

2x WOOD JOISTS

(SEE PLAN)

EXTERIOR WALL

SHEATHING

(SEE NOTES)

WOOD STUDS

(SEE DETAIL)

CONC. FND

WALL

CONC. FTG.

(SEE PLAN)

SLAB ON GRADE

(SEE PLAN)

SLAB ON GRADE

(SEE PLAN)

S301

5.1 3.94.14.8

3' - 0" 4"

14' - 0" 4"

2' - 8"

T/FTG

SEE PLAN

T/WALL

SEE PLAN

T/WALL

SEE ARCH

T/PIER

SEE PLAN

S302

HSS COLUMN

(SEE PLAN)

BRICK VENEER

(SEE ARCH)

12" CMU WALL

R/W #7 @ 1'-4" O.C.

GROUT ALL

CORES SOLID

HSS BEAM

(SEE PLAN)

HSS COLUMN

(SEE PLAN)

BRICK VENEER

(SEE ARCH)

12" CMU WALL

R/W #7 @ 1'-4" O.C.

GROUT ALL

CORES SOLID

CONC. PIER

(SEE PLAN)

CONC. FND WALL

CONC. FTG.

(SEE PLAN)

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

XXX

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

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-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

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.r v t

/4

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:3

P M

S301

JENNIFER M. BABCOCK

4076805/13/2021

MAS

JMB

190273

SECTIONS &

ELEVATIONS

1/4" = 1'-0"1

SECTION

1/4" = 1'-0"2

SECTION

1/4" = 1'-0"4

SECTION

1/4" = 1'-0"3

SECTION

1/4" = 1'-0"5

SECTION

NO DATE REVISION

1 08/05/2022 ADDENDUM 01

1' - 5"

S501

W/ARCH

6 1/2" VFY.

T/WALL

SEE PLAN

T/FTG

SEE PLAN

CONC. FTG.

(SEE PLAN)

8" C.I.P. CONC.

FND WALL

RIGID INSUL.

(SEE ARCH)

SLAB ON GRADE

(SEE PLAN)

T/WALL

SEE ARCH

SCHED

SEE

S C

H E

D

S E

E

SEE SCHEDULE

2x6 WOOD STUDS @ 1'-4" O.C.

EXT. WALL

SHEATHING

(SEE NOTES)

EXT. METAL PANEL

(SEE ARCH)

EXT. ROOF SHEATHING

(SEE NOTES)

2x WOOD JOISTS

(SEE PLAN)

2x12 WD BLOCKING

@ 2'-0" O.C. (TYP.)

2x TAPERED

SHIMS

1-1/4" x CONT. RIM

(2) 2x6 x CONT. WD

PLATES W/ STAGGERED

JOINTS (TYP.)

RIGID INSULATION

(SEE ARCH)

5 5.1

8"

S501

T/SLAB

SEE PLAN

T/WALL

SEE PLAN

T/FTG

SEE PLAN

SLAB ON GRADE

(SEE PLAN)

2x6 WOOD STUDS @ 1'-4" O.C.

EXT. METAL PANEL

(SEE ARCH)

EXT. WALL

SHEATHING

(SEE NOTES)

RIGID INSUL.

(SEE ARCH)

SCHED

SEE

S C

H E

D

S E

E

CONC. FTG.

(SEE PLAN)

8" C.I.P. CONC.

FND WALL

SEE SCHEDULE

2x WOOD

JOISTS

(SEE PLAN)

EXT. ROOF

SHEATHING

(SEE NOTES)

RIGID

INSULATION

(SEE ARCH)

1-1/4" x CONT. RIM

2x TAPERED

SHIMS

(2) 2x6 x CONT. WD

PLATES W/ STAGGERED

JOINTS (TYP.)

2x12 WD BLOCKING

@ 2'-0" O.C. (TYP.)

W/ ARCH

3 1/2" VFY.

A.7

S501

T/WALL

SEE PLAN

T/FTG

SEE PLAN

CONC. FTG.

(SEE PLAN)

8" C.I.P. CONC.

FND WALL

RIGID INSUL.

(SEE ARCH)

T/WALL

SEE ARCH

SEE SCHEDULE

2x6 WOOD STUDS @ 1'-4" O.C.

EXT. WALL

SHEATHING

(SEE NOTES)

EXT. METAL PANEL

(SEE ARCH)

SCHED

SEE

S C

H E

D

S E

E

LINTEL

(SEE PLAN

& SCHEDULE)

EXT. ROOF

SHEATHING

(SEE NOTES)

SLAB ON GRADE

(SEE PLAN)

1-1/4" x CONT. RIM

(2) 2x6 x CONT. WD

PLATES W/ STAGGERED

JOINTS (TYP.)2x WOOD JOISTS

(SEE PLAN)

RIGID INSULATION

(SEE ARCH)

W/ ARCH

1' - 2" VFY.

B.3

S501

T/FTG

SEE PLAN

T/SLAB

SEE PLAN

CONC. FTG.

(SEE PLAN)

8" C.I.P. CONC.

FND WALL

T/WALL

SEE ARCH

SEE SCHEDULE

2x6 WOOD STUDS @ 1'-4" O.C.

WALL SHEATHING

(SEE NOTES)

LINTEL

(SEE PLAN

& SCHEDULE)

EXT. ROOF

SHEATHING

(SEE NOTES)

SLAB ON GRADE

(SEE PLAN)

SCHED

SEE

S C

H E

D

S E

E

1-1/4" x CONT. RIM

(2) 2x6 x CONT. WD

PLATES W/ STAGGERED

JOINTS (TYP.)

2x WD JOISTS

(SEE PLAN)

5 5.1

T/FTG

SEE PLAN

T/WALL

SEE PLAN

T/WALL

SEE ARCH

SEE PLAN

EQ. EQ.

P L A

N

S E

E3" CLR

#4 HORIZ.

@ 1'-0" O.C.

EACH FACE

2" CLR

#6 VERT / DOWELS

@ 1'-0" O.C.

EACH FACE

16" C.I.P. CONC.

FND WALL

SLAB ON GRADE

(SEE CIVIL)

1/2" EXP. JT. MATERIAL

W/ BACKER ROD,

CAULK AND SEALANT

SEE SCHEDULESEE SCHEDULE

12" CMU WALL

R/W #7 @ 16" O.C.

GROUT ALL

CORES SOLID

PRECAST CAP

(SEE ARCH)

BRICK VENEER

(SEE ARCH)

12"w x 8"h

BOND BEAM

R/W (2) #5 x CONT.

12" CMU WALL

R/W #7 @ 16" O.C.

GROUT ALL

CORES SOLID

8"

BRICK LEDGE

SEE PLAN

#7 x 7'-0" DOWEL

@ 1'-4" O.C. (TYP.)

4.1

MASONRY &

CONC. FND WALL

NOT SHOWN

FOR CLARITY

PIER P-1

SEE DETAIL

BASE PL, ANCHOR BOLTS

& NON-SHRINK GROUT

(SEE SCHEDULE)

HSS COLUMN

(SEE PLAN)

CONC. FTG.

(SEE PLAN &

SCHEDULE)

T/FTG

SEE PLAN

T/PIER

SEE PLAN

T/STL

SEE PLAN

HSS BEAM

(SEE PLAN)

SEE SCHEDULE

S501

3/8" CAP PLATE

1/2" CAP PLATE

5/16

5 5.1

T/EX. FTG

SEE PLAN

T/WALL

SEE PLAN

T/WALL

SEE ARCH

#4 HORIZ.

@ 1'-0" O.C.

EACH FACE

#6 VERT / DOWELS

@ 1'-0" O.C. EACH FACE

DRILL & EPOXY 8" MIN.

W/ HILTI HIT HY 200

ADHESIVE OR EQUIV.

INTO EXISTING

16" C.I.P. CONC.

FND WALL

SLAB ON GRADE

(SEE CIVIL)

1/2" EXP. JT. MATERIAL

W/ BACKER ROD,

CAULK AND SEALANT

BRICK VENEER

(SEE ARCH)

12"w x 8"h

BOND BEAM

R/W (2) #5 x CONT.

12" CMU WALL

R/W #7 @ 16" O.C.

GROUT ALL

CORES SOLID

8"

E M

B E

D

M

IN

PRECAST CAP

(SEE ARCH)

#7 x 7'-0" DOWEL

@ 1'-4" O.C. (TYP.)

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

XXX

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

N G

R e p a ir E n tr y C o n tr o l S

.r v t

/4

/2

:1

:3

P M

S302

JENNIFER M. BABCOCK

4076805/13/2021

MAS

JMB

190273

SECTIONS

1/2" = 1'-0"1

WALL SECTION

1/2" = 1'-0"2

WALL SECTION

1/2" = 1'-0"3

WALL SECTION

1/2" = 1'-0"4

WALL SECTION

1/2" = 1'-0"5

WALL SECTION

1/2" = 1'-0"6

PIER SECTION

1/2" = 1'-0"7

WALL SECTION

NO DATE REVISION

1 08/05/2022 ADDENDUM 01

LEVEL 1

100' - 0"

TOP OF WALL

115' - 4"

A301

A301

6 5

R

' - 0

/4

1' - 11 3/4"

10' - 10 1/4"

8"8' - 10"

5.1

LEVEL 1

100' - 0"

Level 1 100' - 0"

CONCRETE SLAB ON

GRADE - SEE STRUCT

1/2" EXPANSION JOINT FILLER

6" SAND

FILL AS REQUIRED

T .O

. W A

L L

TYPICAL WALL SECTION

- SEE DETAIL

ACT CEILING, 8'-0" AFF

TYPICAL ROOF SYSTEM

-SEE DETAIL

/6 A611

/2 A111

A301

LEVEL 1

100' - 0"

Level 1 100' - 0"

CONCRETE SLAB ON

GRADE - SEE STRUCT

1/2" EXPANSION JOINT FILLER

6" SAND

FILL AS REQUIRED

TYPICAL WALL SECTION

- SEE DETAIL

ACT CEILING

TYPICAL ROOF SYSTEM

- SEE DETAIL /2 A111

/6 A611

A301

5.1

T .O

. W A

L L

3 5/8"8"

PREFINISHED

METAL FLASHING

1/2" PLYWOOD

/4

7 3/4"

1/2" PLYWOOD

PREFINISHED

METAL

FLASHING

5.1

3 3/4"8"

1 3/8" 3"

A.7

1' - 2"

1/2" PLYWOOD

PREFINISHED

METAL

FLASHING

METAL SOFFIT

PANEL

/2

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

N G

R e p a ir E n tr y C o n tr o l A

.r v t

/5

/2

:3

:2

A M

A301

04/13/2021

CYNTHIA POIRIER

22021

CMK

CIP

190273

MAIN GATE ENTRY

CONTROL BUILDING

SECTION AND WALL

DETAILS

1/4" = 1'-0"1

SECTION OF ENTRY CONTROL BUILDING

1" = 1'-0"3

WALL SECTION

1" = 1'-0"2

WALL SECTION

1 1/2" = 1'-0"4

ROOF EAVE DETAIL

1 : 65

ROOF DETAIL

1 1/2" = 1'-0"6

ROOF RAKE DETAIL

NO DATE REVISION

1 08/05/2022 ADDENDUM 01

07 4113 BSD-Metal Roof Panels
190273 MnANG Repair Entry Control Struct_ADD 01
S301 - SECTIONS & ELEVATIONS
S302 - SECTIONS
190273 MnANG Repair Entry Control Arch_ADD 01_FINAL
A301 - MAIN GATE ENTRY CONTROL BUILDING SECTION AND WALL DETAILS

190273 Entry Control Addendum 01 narrative

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