Amendment 1 to 47PF0024R0060.pdf

PDF 7 MB Posted Jun 25, 2024

Attached to: Back Lot Security Fencing Project
Solicitation number: 47PF0024R0060
Issued by: General Services Administration Public Buildings Service Region 5

About this file

Written by GovTribe AI · Jun 25, 2024

This document is an Amendment to Solicitation 47PF0024R0060 for the Back Lot Security Fencing Project at the Joseph P. Kinneary U.S. Courthouse in Columbus, Ohio. The amendment removes the requirement for the security fence, lighting, and security cameras from the project scope. The revised scope is focused on the vehicular access gate, parking lot resurfacing, and related work. The gate and bollards are required to have an M30 (K4) crash rating. The amendment also updates the contact information for the Government Contracting Officer's Representative and Building Property Managers. Offers must be submitted by the amended due date and must acknowledge receipt of this amendment.

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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

ARCHITECTURE. INSPIRED.

300 Marconi Boulevard

Columbus, Ohio 43215

T 614 628.0300

F 614 628.0311 schooleycaldwell.com x:\2021proj\2021proj\21090\4-ca\00 bidding\addenda\2024-06-24-addendum-01.docx

ADDENDUM #01

Date: 6/24/2024

Project: Joseph P. Kinneary USCH

BACK LOT IMPROVEMENTS

To: Brendan Coughlin

From: SCHOOLEY CALDWELL – SAM ROSENTHAL Schooley Caldwell Job # 21090

The Design Team has determined that the following revisions are necessary to the bid documents and should be issued to the appropriate contractors as early as possible.

DESCRIPTION:

REMOVE ALL REFERENCES TO THE SECURITY FENCE SCOPE, LIGHTING AND SECURITY

CAMERAS. Project scope is for the vehicular gate, bollards, paving and associated paint striping.

Note, vehicular gate and bollards shall provide an M30 (K4) crash rating.

Item 1: Crash rating clarification – per FPS an M30 (K4) rating is required. General Notes Item J added to provide M30 crash rating.

Item 2: Remove References to security fence, gates, lighting, security cameras. These items remain on the drawing sheets with a large ‘X’ to denote the removal of these items from the scope.

Refer to coded notes that have strike-thru lines as well to note the removal of these scope items.

Item 3: Specification Changes for contact information – Section 01 10 00 Summary. Property Manager and COR contact information updated.

Item 4: Specification Changes Section 32 31 19.53 – Vertical Pivot Gates formatting and removal of red text items

ATTACHMENTS: Drawings A101, A102, A103, E00, E101. Specifications 01 10 00 & 32 31 19.53

END OF ADDENDUM #01

c: Project File

BACK LOT SECURITY FENCING PROJECT PBS-REG-5

JOSEPH P. KINNEARY U.S. COURTHOUSE PCN: EPM55202

COLUMBUS, OHIO 100% CONSTRUCTION DOCUMENTS

SUMMARY 011000 - 1

PROPERTY OF THE UNITED STATES GOVERNMENT – FOR OFFICIAL USE ONLY

Do not remove this notice – Properly destroy documents when no longer needed.

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and drawing conventions.

1.3 PROJECT INFORMATION

A. Project Identification: Back Lot Security Fencing Project, PCN: EPM55202.

1. Project Location: Joseph P. Kinneary U.S. Courthouse, 85 Marconi Boulevard, Columbus, Ohio 43215.

B. Owner: General Services Administration.

1. GSA Project Manager/Contracting Officer’s Representative:

Brendan Coughlin, 100 E. 5th Street, Suite 208, Cincinnati, OH 45202

Telephone: 513-485-3771 Email: brendan.coughlin@gsa.gov

C. Building Property Managers. General Services Administration.

1. GSA Building Property Manager:

Ivan Rogers

85 Marconi Blvd., Suite #213 Columbus, OH 43215-2823

Telephone: 614-981-8615 Email: ivan.rogers@gsa.gov

SUMMARY 011000 - 2

2. GSA Building Property Manager:

Jake Lord

85 Marconi Blvd., Suite #213 Columbus, OH 43215-2823

Telephone: 614-359-1901 Email: jacob.lord@gsa.gov

D. Architect: Schooley Caldwell, 300 Marconi Blvd., Columbus, OH 43215.

Contact: Sam Rosenthal, Telephone: 614-628-0300.

Email: srosenthal@schooleycaldwell.com

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of the Project is defined by the Contract Documents and consists of the following:

1. Perimeter security fence and vehicular access gate, parking lot re-surfacing, additional security infrastructure, and miscellaneous site work at the existing northwest employee parking lot at the Joseph P. Kinneary U.S. Courthouse.

B. Type of Contract:

1. Project will be constructed under a single prime contract for all work.

1.5 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to the northwest employee parking lot. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas designated by the work, in cooperation with GSA building management and the Federal Protective

Service/Homeland Security.

2. Driveways, Walkways and Entrances: Keep driveways, parking garage, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations. Bring only enough material on site to maintain daily work progress. Minimal space is available for material storage.

SUMMARY 011000 - 3

1.6 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy the building during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify the Owner not less than 72 hours in advance of activities that will affect

Owner's operations.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of the building and other requirements of the

GSA and the Federal Protective Service / Homeland Security (FPS/HS). All trades persons must apply for and receive security clearance from the FPS/HS and wear identification badges at all times during the construction work. All trades persons will be required to enter the building through the security entrance on the first floor.

B. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner’s building manager not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's building manager written permission before proceeding with disruptive operations.

C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet

(8 m) of entrances, operable windows, or outdoor air intakes. Or anywhere on site.

D. Controlled Substances: Use of tobacco products and other controlled substances within the existing building is not permitted.

E. Employee Screening: Comply with Owner's requirements regarding drug and background screening of Contractor personnel working on the Project site.

1. Maintain list of approved screened personnel with Owner's Representative.

SUMMARY 011000 - 4

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the new MASTERFORMAT ™ 2020 Edition numbering system.

1. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; based on the types of work required for this project. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.

2. The complete MASTERFORMAT ™ 2020 Edition is available on-line at www.csinet.org/s_csi/docs/9400/9361.pdf

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract

Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

C. Construction Documents Coordination: Requirements for materials and products identified on Drawings are described in detail in the Project Manual. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on

Drawings.

3. Keynoting: Materials and products may be identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

SUMMARY 011000 - 5

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011000

VERTICAL PIVOT GATE 32 31 19.53 – 1

Do not remove this notice – Properly destroy documents when no longer needed

SECTION 32 31 19.53 – VERTICAL PIVOT GATE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Vertically pivoting low voltage electrically operated vehicle access gate.

a. Fully welded gate frame.

b. Gate operator of a vertical pivot type, for opening and closing the gate.

c. Security fence panels of vertical pickets matching the contiguous fence line.

d. Receiving yoke.

2. Concrete and earthwork for operator and yoke pads.

3. Contact Edge and Photoelectric non-contact external entrapment protection devices.

B. Related Sections:

1. Section 03 30 00 – Cast-In-Place Concrete.

2. Section 32 31 19 – Perimeter Security Fencing

3. Division 26 – Electrical power and distribution.

1.2 PERFORMANCE REQUIREMENTS

A. Gate Dimensions:

1. Width: As indicated on drawings

2. Height: As indicated on drawings

B. Structural Performance: Engineer, fabricate, and install gate systems to withstand gate dead loads and wind live loads of 75 mph.

1.3 ACTION SUBMITTALS

A. Prepare the following submittals per requirements of Section 01 33 00 – Submittal

Procedures.

VERTICAL PIVOT GATE 32 31 19.53 – 2

B. Product Data: Submit sufficient manufacturer's data to indicate compliance with these specifications. Mark data to indicate:

1. Details of material and construction.

2. Recommended installation requirements to properly accommodate the proposed

Gate and accessories.

C. Shop Drawings:

1. Show locations and details of vehicle barrier systems including each major element, and details of operation, hardware, and accessories.

2. Indicate materials, dimensions, sizes, weights, and finishes of components and accessory items.

3. Include plans, elevations, sections, foundation drawings and other required installation and operational clearances, and details of anchorage, sleeves, and bolts installed by others.

4. Installation procedures and instructions.

5. Controls: Show locations and details for control components, switches and motor drive system. Indicate motor size, drive schematic, electrical characteristics, drive arrangement, mounting, disengagement and override procedures, and grounding.

6. Wiring Diagrams: Power and control wiring, communication features, and access control features. Differentiate between factory-installed and field-installed wiring and between components provided by manufacturer and those provided by other sections of this specification.

D. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) long, representing actual product, color, and finish.

E. Manufacturer's Certificates: Certify products meet or exceed specified requirements.

F. Closeout Submittals:

1. Provide As-Built Drawings showing the as-built conditions of all equipment provided.

2. Provide manufacturer's maintenance and service instructions that include recommendations for periodic maintenance and cleaning of all gate and vehicle barrier system components including:

a. Parts List, or Bill of Material on all major parts and components.

b. Recommended Spare and Consumables Parts List. Spare parts shall be those that can be field replaced. Consumables include items required for maintenance and service, such as, lights, fuses, lubricants, recommended accessories, mechanical components, etc. Provide all items with a part number, recommended quantity, and a brief description.

VERTICAL PIVOT GATE 32 31 19.53 – 3

1.4 REFERENCES

A. Comply with applicable (Federal/State/Local) code and project standards. Comply with requirements of Authorities Having Jurisdiction (AHJ) in project location.

1. Standards: Comply and adhere to current Operation Control Systems and Gate

Panel Construction Standards outlined in a., b., and c. below.

a. UL 325 - Standard for Safety for Door, Drapery, Gate, Louver, and

Window Operators and Systems.

b. ASTM F2200 - Standard Specification for Automated Vehicular Gate

Construction.

2. Electrical Components, Devices, and Accessories: NFPA 70, Article 100.

1.5 QUALITY ASSURANCE

A. Gate Operator Manufacturer Qualifications: Minimum three (3) years documented experience producing systems specified in this section. Furnish UL 325 Listing

Certification from the Nationally Recognized Testing Laboratory for Gate Operator specified in this section.

B. Gate Panel Fabricator Qualifications: Minimum three (3) years documented experience in automated gate panel fabrication. Furnish detailed drawing of gate panel construction/fabrications that is in compliance with ASTM F2200.

C. Installer Qualifications: An experienced installer who has completed fences and gates similar in material, design, and extent to those indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

1.6 DELIVERY, STORAGE AND HANDLING

A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store components to avoid damage from moisture, abrasion, and other construction activities. Carefully store materials off the ground to provide proper protection against oxidation caused by ground contact.

1.7 PROJECT CONDITIONS

A. Field Measurements and Verification: Installer shall measure, verify and generate dimensions where Gate and Operator are to be located. Indicate specific location of gate with regard to existing roadways, proposed roadways, curb locations, grade changes and

VERTICAL PIVOT GATE 32 31 19.53 – 4

elevations. Indicate specific location of Gate Operator and its respective concrete foundation; include surrounding landscaping, fencing, buildings and other fixed stationary objects near the gate operator and gate panel in both open and closed positions.

1.8 COORDINATION AND SEQUENCING

A. Coordinate gate installation with line fencing and paving. Gate and Operator can be installed independent of paving providing that the Operator concrete foundation is in place, including electrical control conduits. Upon completion of installation, place the

Gate in an open position and maintain vertically clear of traffic and surrounding fence line installation.

B. Operators are designed for 120 volt 20 amp primary service and 24 Volt DC battery back-up (recommended two (2) Group 24, sealed 12V, Marine Starting batteries to be field supplied and installed). Installer is to coordinate electrical service with electrical design and electrical trades. Service connection is supplied via underground conduit and recommended to include a GFCI circuit breaker (subject to code or project specifications). Connection is made into a 4” x 4” handy box inside the Operator.

Within the box wire GFCI Duplex Receptacle “HOT” off of the main breaker.

Receptacle may be used for loads under 20 Amps such as hand tools and the like.

1. Operators in specific geographic areas ordered with Infrared Heaters require a separate independent 15 Amp power service to power the heater.

1.9 WARRANTY

A. Standard Warranty: Provide manufacturer's standard three (3) year warranty against defective materials and workmanship after Date of Substantial Completion. Any materials, parts, components, or attachments not manufactured by AutoGate are covered by the applicable manufacturer’s warranty.

B. Two Year Extended Warranty: Provide an extended manufacturer's warranty covering defective materials and workmanship for an additional 2 year period beyond the initial 3 year warranty.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURER

A. Acceptable Products: AutoGate, Inc. Berlin Heights, Ohio. Model VPG2490 Vertical

Pivot Gate System.

VERTICAL PIVOT GATE 32 31 19.53 – 5

1. Buckeye 500 - vertical picket’s center welded to gate frame.

2.2 GATE CONSTRUCTION

A. Materials: (Material selection as standard with manufacturer for gate size).

1. Steel Assembly Framing:

a. High strength steel pipe triple coated in accordance with ASTM F1043

Group IC; SS40 as manufactured by Allied Tube & Conduit.

1) External coatings per ASTM F1043 Type B; internal coatings per

ASTM F1043 Type D.

2) Post welding treatments: All welded joints to be coated ZRC or equivalent zinc rich coating.

b. Steel Tubes: ASTM A500 Cold-Formed Welded Pipe and Structural

Tubing Hot-Dipped, Zinc-Coated.

c. Steel Shapes plates and bars: ASTM A36.

2. Threaded Fasteners:

a. All exterior screws, bolts, nut and washers shall be 300 Series non-magnetic

Stainless steel.

b. Provide lock washers or other locking devices such as deformed thread lock or nylon locking nuts at all bolted connections.

3. Infill panels: Refer to Section 32 31 19 – Perimeter Security Fencing.

B. Fabrication:

1. Fabricate frames of gates from steel tubing as standard with manufacturer.

Assemble gate frames by welding at corners. Infill gate frames with panels to match adjacent fence panels or project specifications.

2. Configuration: Size and space members in compliance with applicable codes and project specifications. All gate framing members shall be unspliced single pipe or tube length.

3. Bracing:

a. Provide diagonal welded pipe gate trusses to prevent sag.

b. Cable Wind Bracing: Required for gates between 16’ or more in length and up to 20’ in length. Provide 3/16 aircraft coated cable anchored to the operator and at approximately 2/3 the length of the gate.

c. Masted Wind Bracing: Required for gates over 20’ or more in length or more than 7’ in height, and/or code requirement beyond 75 mph winds.

VERTICAL PIVOT GATE 32 31 19.53 – 6

1) Provide continuous tube elements which attach to the operator and extend a minimum of 2/3 the length of the gate. Wind bracing is also secured to the bottom of the gate with strut plates.

4. Fully assemble gate leaves in the manufacturer‘s shop with no joints splices or bolted sections. Open tube ends or sections are not acceptable.

5. Welding: Make exposed joints butt tight, flush, and hairline. Continuously seal joined members by continuous welds.

C. Barrier Screen: Epoxy coated perforated metal to match fence line or project specifications color.

1. McNichols Co 18 Ga. Perforated metal with 3/16” diameter holes on ¼ inch staggered centers. Item no. 16311418

D. Provide components required for receiving yoke anchorage of gate ends. Fabricate anchors and related components of material and finish matching gate frame or specified color.

2.3 GATE OPERATORS

A. Provide gate operator system, including gate operator, field supplied manufacturer recommended batteries, external entrapment B1 type Non-Contact sensing devices or external entrapment B2 type Contact Sensing devices.

1. Gate Speed: Fully open to fully closed and fully closed to open not less than 10-

12 seconds.

2. Frequency of Use: Continuous duty.

3. Battery Powered Back Up DC Drive System: Operator to run on 24 Volt DC current integral power supply with stand-by battery system with built-in battery maintainer and "over-charge" protection.

a. Field supplied: Provide two (2) 12v batteries, complying with gate operator manufacturer’s requirements (Group 24, 12 Volt, Sealed Marine Starting).

b. Power supply to operator: 120VAC (20 Amp) .

4. Gate Operator Enclosure: Fabricate operator enclosure from steel tubing and sheet metal. Continuous seal weld all frames seams with welds ground smooth.

Screwed frames are not acceptable.

a. Frame: 2” Sq., 11 Ga. (.120) Steel Tubing

a. Skins: 18 Ga. Galvanneal Sheet

b. Doors: 14 Ga. Galvanneal Sheet

c. Mounting Pads: 3” wide x 3/8” thick 304 Stainless Steel.

VERTICAL PIVOT GATE 32 31 19.53 – 7

d. Finish: Powder coated Black.

5. Mechanical Gate Operator Drive:

a. 24 VDC high torque gear motor and DBL reduction DBL “V” belt design.

a. Integral right-angle Anti-Back drive and locking preventing falling and unauthorized motor operation.

b. Hydraulic components of any kind are not acceptable.

6. Control Circuitry: Solid state coated AutoGate Genesis® Control Board in electrical enclosure. Sealed gate position sensor ensures weather and moisture-proof integrity. (Boards tested to –40º F).

a. Internal Operator Factory Wiring: 16 & 18 Ga. single conductor. Copper w/electrolytic copper compression terminals tin-plated for maximum corrosion prevention.

a. Accessories. Consult accessory manufacturer for installation and specific wiring instructions.

B. Gate Operator System: Fabricated in accordance with ASTM F2200.

1. Listed to UL 325, Class as follows:

a. Class IV - Restricted access vehicular gate operator not servicing the general public, in which unauthorized access is prevented via supervision by security personnel.

2. Entrapment Sensing Device, Type A with monitored gate position and speed sensing system as part of the gate operator system constructed such that it may not be removed or bypassed.

3. Operator shall have provision for connection of Control System and for connection of or supplied with External Entrapment Sensing Devices specified herein after.

C. External Entrapment Sensing Device: Provide the following external entrapment protection devices as appropriate for the specific site conditions to address all potential entrapment zones. All entrapment areas/zones must be identified by the installer and have physical restrictions of pedestrian access such as fence sections or barrier screening preventing reach through or standing in the entrapment zone or the installer shall supply additional external entrapment protection devices to protect pedestrians in all entrapment areas.

1. Photo Beams Type B1 - Monitored Non-contact sensor (photoelectric sensor or the equivalent); Acceptable Products:

VERTICAL PIVOT GATE 32 31 19.53 – 8

a. EMX Industries Model#: IRB-MON Transmitter / receiver type

b. EMX Industries Model#: IRB-RET Retro-reflective type

c. OMRON E3K-R10K4

2. Safety Edges (Contact Edges) Type B2 - Contact sensor (edge device or the equivalent) Acceptable Products:

a. ASO GmbH Model 15-10

b. ASO GmbH Model 45

c. Miller Edge Model CPT 233

3. Operator:

a. Provide approved surge and spike protection.

b. Provide Audible/Audible-Visual Warning Device(s) activated:

1) When gate is in motion

2) With waning lights or strobe on at all times.

c. Provide External Emergency Stop Button:

1) Twist resettable or Key Resettable

2) Mounted near the operator/etc.

2.4 CONTROL SYSTEMS

A. Gate Operation Control System: Remote-control stations, safety devices, and weatherproof enclosures; coordinate electrical requirements with building electrical system.

1. Control Station (located remotely from gate and operator a minimum of 6’ from any portion of the moving gate or operator in any position so as to discourage reaching through the gate and entrapment circumstances per UL 325): Constant pressure control station to be located in direct line of site to the gate and operator, Three position (Open, close, stop). Provide key switch to lock out open and close buttons.

2. Gate Operation control systems are specified under Division 26 sections.

3. Card Reader: Functions only when authorized card is presented.

4. Digital Keypad Entry Unit: Multiple- programmable code.

5. Radio Control: Digital system consisting of code-compatible universal receiver for each gate and transmitters to signal the receiver.

6. Telephone Entry System

7. 365 day timer

8. Vehicle Loop Detectors.

VERTICAL PIVOT GATE 32 31 19.53 – 9

9. Vehicle Presence Detectors.

10. Probe or Microwave vehicle sensor.

B. Provide emergency stop button in an outdoor weather tight enclosure.

2.5 ACCESSORIES

A. Provide UL 325 compliant warning signs visible on each side of gate. Installer to ensure signs are visible on both sides of the gate in both the open and closed positions.

B. Provide ADA compliant audible and visible warning device to signal both directions when the gate is opening and closing.

C. Provide retro-reflective tape on gate frame (MUTCD, FHWA, etc. compliant)

D. Provide Gate Panel mounted, LED warning lights, visible in single/both directions of travel, mounted on top of gate/mounted mid-section horizontally.

E. Heat Packages:

1. Gearmotor Heater and Debris Shield Kit: Provide thermostatically controlled electric heat cable to maintain critical components operational. Contact AutoGate for geographical locations requiring gearmotor heater. Debris Shield restricts blowing snow and small debris from entering operator cabinet.

2. Auxiliary thermostatically controlled box heater in cabinet

3. Heat Mat: Provide thermostatically controlled heat mat for the "throat" area of the operator to melt any buildup of snow.

2.6 SETTING MATERIAL

A. Ready-mixed concrete complying with ASTM C94: Normal-weight concrete 3000-psi

28 days compressive strength, 3-inch slump, and aggregate.

1. Portland cement: ASTM C150, Type I.

2. Aggregates: ASTM C33, 1-inch maximum size.

B. Reinforcing Bars: ASTM A615 or governing code/project specification.

C. Service and control conduit: Rigid Schedule 40 PVC embedded in concrete. All other conduit and wiring as specified in Division 26.

D. Expansion Bolts: Threaded or wedge type; galvanize ferrous castings, ASTM A47 malleable iron or ASTM A27 cast steel.

VERTICAL PIVOT GATE 32 31 19.53 – 10

PART 3 - EXECUTION

3.1 EXAMINATION

A. Installer's Examination: Examine conditions under which construction activities of this section are to be performed and insure all specified criteria is adhered to.

B. Verify that trenching, backfilling, concrete foundations, pads, anchor bolts and adjacent construction are ready to receive vehicle gate systems and are within tolerances acceptable to manufacturer.

C. Verify that required electric and control conduit, wiring, grounding and service utilities are in correct location and are of correct capacities for specified products.

D. If preparation and condition is the responsibility of another installer, notify Architect or authority having jurisdiction of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. General: Install vehicular gate systems in accordance with manufacturer's instructions and the authorities having jurisdiction.

B. Operator Installation:

1. Operator Expansion Bolt Mounting: Anchor through base plates to concrete substrate.

2. Install all loose shipped operator lower panels and guarding per manufacturer instructions.

C. Gate/Barrier Installation:

1. Install so it is plumb and level when fully closed within the following tolerances:

a. Maximum misalignment from true position: 1/4 inch (6.0 mm).

b. Maximum misalignment between adjacent separated members: 1/8 inch (3.0 mm).

VERTICAL PIVOT GATE 32 31 19.53 – 11

D. Adjusting: Adjust and lubricate operating components for smooth, accurate operation free of binding and racking.

3.4 FIELD TESTING

A. Vehicle barrier system shall be initially started and commissioned by a certified manufacturer-authorized field service technician. Perform tests in accordance with the manufacturer's instructions.

1. Facility Electrical Power: Verify all wiring terminations before turning on electrical power. Verify voltage from facility electrical power feed.

2. Unit Start-up: Prepare for initial start-up by a factory-trained, manufacturer-authorized field service technician.

a. Motor shall be jog started (but not run) to verify the correct direction of electric motor rotation.

b. Perform Pre-Operation checks in accordance with the manufacturer's

Operation and Maintenance manual.

B. Initial Operation: Cycle vehicle barrier to raise and lower the gate and ensure proper, smooth operation.

1. Correct and repair operational anomalies, failures, malfunctions and/or other equipment trouble for proper operation.

2. Make adjustments required for the proper operation of the overall vehicle gate system specific to site conditions.

3. Verify all functions, control, monitoring, indications of all integrated equipment is properly operating as a system.

4. Notify the Architect or authority having jurisdiction and manufacturer of any equipment failures and/or malfunctions during field testing.

5. Submit a Test Report with progress photographs and test data verified by the manufacturer to the Architect after completion of field testing.

C. Upon completion of installation place the gate/barrier in an open position and maintain vertically clear of traffic and surrounding fence line installation.

3.5 ADJUSTING

A. Adjust and lubricate operating components for smooth, accurate operation free of binding and racking.

VERTICAL PIVOT GATE 32 31 19.53 – 12

3.6 START-UP AND DEMONSTRATION

A. Manufacturer's Service Representative: Provide at least 2 hours of manufacturer's representatives time for start-up and initial operation. Make a final check of each gate operation with Owner's personnel present and immediately before date of substantial completion or commissioning.

B. Instruct Owner's personnel in proper use, operation, hazards, and maintenance of the gate system. Review emergency provisions, including procedures to be followed if gate does not close or open. Review and demonstrate manually opening and closing the gate system in the event of total loss of power.

C. Instruct Owner’s personnel in proper use, operation, and maintenance of all accessories and entrapment protection devices and provisions such as but not limited to: lights, vehicle presences systems, access controls, photo eyes, contact sensors, barrier screening or fencing, etc.

D. Train Owner's personnel in normal procedures to be followed in checking for sources of damage to wind bracing, operational failures, or malfunctions.

1. Full Wind Rating and Derating: Full wind load rating is subject to the wind bracing remaining in excellent condition and not compromised

2. Periodic inspection is a must in order to maintain full wind load rating. Any dents, bends, nicks and loose bolts will affect the performance of the bracing must be corrected or repaired.

3. Additional, non-factory supplied signage must be approved by manufacturer.

E. Determine that control systems and operating devices are functioning properly.

F. Fill out and sign manufacturer provided Gate Installation Checklist. Installer to retain copy for records. Provide copy to owner, General Contractor, and requesting parties or other Authorities Having Jurisdiction (AHJ).

G. Adjust control systems as required and as directed.

3.7 CLEANING AND PROTECTION

A. Remove dust or other foreign matter from component surfaces. Clean finishes in accordance with manufacturer's instructions. Clean units in accordance with the manufacturer's instructions.

B. Protection: After installation, protect installed work until project completion.

1. Ensure that finishes and structure of installed systems are not damaged by subsequent construction activities.

VERTICAL PIVOT GATE 32 31 19.53 – 13

2. If minor damage to finishes occurs, repair damage in accordance with manufacturer's recommendations; provide replacement components if repaired finishes are unacceptable to Architect/Engineer.

END OF SECTION

NEW WORK - GENERAL NOTES

A. Perform work in accordance with applicable codes and regulations.

B. Protect original features of the building while performing work - including storing and transporting materials and equipment.

C. Contractor shall coordinate electrical requirements of equipment with existing conditions using existing panels. Refer to Electrical drawings.

D. Contractor shall protect existing site features, trees and vegetation around work area.

E. Coordinate work hours with building management. Provide temporary exit access and signage to support parking egress during construction.

F. Contractor to survey and document existing conditions with plans and photographs prior to commencing any work.

G. Refer to C-Series drawings for extents of parking lot demolition and replacement and repair.

H. Note parking lot is irregular shape. Parking stalls are designed to be a standard 9'x18' - the striping is subject to field adjustment - total number of stalls cannot be reduced.

I. All pedestrian exit gates shall comply with NFPA 101. Refer to Electrical Drawings for signage and lighting.

J. Vehicular gate and bollards shall provide M30 Crash Rating.

3 /A102

1 /A102

V A

Security fence continues through planter -coordinate excavation to provide fence post footing

A103

7 /A102

40 41

1 12

A103

7 /A102

Typical at each parking space

Detail similar less existing concrete wall

Typical at each parking space

Gate A

Gate B

Gate C

NOTE: This drawing is provided for architectural features such as gates, gate hardware, mounting of gate electrical devices, and other clarification details. Wherever work is shown on both this drawing and the civil drawings, the civil drawing shall take precedence and represent and shall be the sole source for quantities..

8 /A102 e n d o f s ta ll

F ro m

1' - 1"

2' - 0"

4' - 11 5/8"

4" 1' - 4" 2' - 11 5/8" 4"

PAINTED ISLAND

4" SOLID YELLOW LINE PAVEMENT MARKINGS

4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS

45.00°

NEW WORK - CODED NOTES

1. New 8' high security fence around perimeter of existing parking. Maximum fence panel and post spacing 8'x8' - Refer to Detail 4/C03.

2. New security fence mounted behind existing concrete wall. Total height shall be 8' above grade. Refer to Detail 5/C03.

3. New 8' high vehicular access gate - Refer to Detail 1/A102.

4. Concrete pad at gate operator. Pad shall be minimum 4" above grade.

Coordinate pad size with gate manufacturer requirements.

5. New pedestrian gate. Gate shall be controlled by card reader/intercom and shall be monitored with a door contact. Refer to electrical drawings.

Refer to specifications for additional hardware.

6. New exit only pedestrian gate. Gate shall be monitored with a door contact. Refer to electrical drawings. Refer to specifications for additional hardware.

7. Existing concrete curb to remain.

8. Loop detectors, coordinate with gate operation.

9. Parking lot striping - 4" wide yellow lines typical all locations. Refer to striping details 3/A101.

10. Parking block, provide new - typical at each parking stall.

11. Parking stall number. 24" high. Provide sequential numbering and paint using stencil. Refer to detail 2/A101.

12. New 6" bollard. Refer to Civil Drawings.

13. Pole mounted security camera - Refer to electrical drawings.

14. New security fence mounted on top of existing concrete retaining wall.

Refer to Detail 6/C03.

15. ADA Symbol - paint, refer to detail 4/A101

16. Knoxbox with gate switch - confirm location with Columbus Division of Fire prior to installation.

17. Existing FDC.

18. Not used.

19. Stockpiled building materials to be moved into the parking garage basement. Confirm exact location with GSA.

20. Gate yoke.

21. Concrete yoke pad.

22. Picket extension on top of gate operator. Match height of adjacent fence.

23. Card reader/intercom station. Refer to civil and electrical drawings.

24. Parking stripes. Refer to Civil Drawings.

25. Existing chain-link fence to remain. Fence shall be removed south of this location ending at the existing support pole.

0 8' 16' 1/8"=1'-0"

REVISION BLOCK

CONTRACT

DESIGNER IDENTIFICATION

STAMP OR SEAL

NER IDENTIFICATION

BUILDING

PROJECT

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CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KEY PLAN

GRAPHIC SCALE

General Services Administration Public Buildings Service Great Lakes Region

Design and Construction Division John C. Kluczynski Federal Building

230 South Dearborn Street Chicago , IL 60604

Columbus, OH, 43215

300 Marconi Boulevard, Suite 100 | Columbus, Ohio 43215 | schooleycaldwell.com

Kinneary U.S. Courthouse

Architecture

100% Construction Documents

05-16-2022

OH06008

FIRST FLOOR

GS-05P-17-SC-D-0010

47PF00-18-F-0076

Samuel J. Rosenthal, License #1416070 Expiration Date 12/31/2025

I G

S E

T T

C E

S T

E O

Rosenthal

1416070

Samuel

:1 :1

A101

Back Lot Security Fencing Project

47PF00210563

SJR

BEK

85 Marconi Blvd.

Site Security Plan

1" = 10'-0"

Site Security Plan - New Work

1" = 1'-0"

Parking Stall Number Detail

1" = 1'-0"

Parking Island Striping Detail

1" = 1'-0"

ADA Symbol - Drafting

MARK DATE DESCRIPTION

2 6/21/2024 Bidding Addendum 1

NOT APPLICABLE

FENCE IS NOT IN PROJECT SCOPE