Amendment.0002.pdf

310102

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is issued to provided clarifications for all offerors. See attached Questions and answ ers received as of 5/24/2021 and attached changes to Specifications and draw ings. All offerors are required to acknow ledge this amendment in w riting w ith the submission of their proposal. If this amendment is not acknow ledge in w riting your proposal may be removed from consideration for evaluation for aw ard.

NOTHING FOLLOWS.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 25-May-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9124321RCH02

X 9B. DATED (SEE ITEM 11)

30-Apr-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-May-2021

CODE

USPFO NE PURCHASING & CONTRACTING

2433 NW 24TH ST

LINCOLN NE 68524

W91243 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9124321RCH02

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit Exhibit B -

SUBCONTRACTOR

INFORMATION AND

CONSENT FO

2 22-MAR-2021

Exhibit Exhibit A 3 22-MAR-2021 Exhibit Exhibit C - Reference

Questionnaire Package

5 22-MAR-2021

Exhibit _ Exhibit D Letter of Committment

1 22-MAR-2021

Exhibit _ Exhibit G - Subcontracting Plan

3 22-MAR-2021

Exhibit _ Exhibit F - Small Business Participation Plan

2 22-MAR-2021

Attachment 1 Section 01000 General Requirements

13 05-APR-2021

Attachment 2 Sign.in.Roster.Bellevue.0 5122021

3 12-MAY-2021

Attachment 3 Questions and Answers 05.12.2021

1 12-MAY-2021

Attachment 4 Pre-proposal slides 35 12-MAY-2021 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit Exhibit C - Reference

Questionnaire Package

5 22-MAR-2021

Exhibit Exhibit A 3 22-MAR-2021 Exhibit Exhibit B -

SUBCONTRACTOR

INFORMATION AND

CONSENT FO

2 22-MAR-2021

Exhibit _ Exhibit D Letter of Committment

1 22-MAR-2021

Exhibit _ Exhibit G - Subcontracting Plan

3 22-MAR-2021

W9124321RCH02

Exhibit _ 2 22-MAR-2021

Attachment 1 13 05-APR-2021

Attachment 2 3 12-MAY-2021

Attachment 3 1 12-MAY-2021

Attachment 4 35 12-MAY-2021 Attachment 5 25 25-MAY-2021

Attachment 6 2 25-MAY-2021 Attachment 7

Exhibit F - Small Business Participation Plan Section 01000 General Requirements Sign.in.Roster.Bellevue.0 5122021 Questions and Answers 05.12.2021 Pre-proposal slides BellevueReadCenter_AD- 2_2021-05-25 Amend.0002.Q&A.1 Amend.0002.Q&A.2 1 25-MAY-2021

(End of Summary of Changes) architecture engineering interior design

1221 ‘N’ Street, Suite 600, Lincoln, Nebraska 68508 402.476.9700 davisdesign.com

15 East Main Street, Suite 201, Vermillion, South Dakota 57069 605.624.1081

ADDENDUM

(AD)

PROJECT: Nebraska Army National Guard AD NO.: 2

New Readiness Center

Bellevue, Nebraska DATE: May 25, 2021

DAVIS DESIGN

18-0060 PROJECT NO.:

ISSUED BY: Brandon Sire, Coordinating Professional Greg Smith, Architect Kyle Roberts, Civil Engineer

Darin Sperling, Structural Engineer

Garrett Hansen, Mechanical Engineer

This addendum is issued by the Architect to all known bidders before receipt of proposals, for the purpose of explaining, interpreting, or modifying the original plans and specifications. When enumerated by the bidder upon the proposal sheet, the information or instructions given hereon will be equally binding upon all parties as if included in the original plans and specifications.

BIDDER MUST ENTER THE NUMBER OF THIS ADDENDUM ON HIS PROPOSAL SHEET

THE FOLLOWING ITEMS ARE APPLICABLE TO THE SPECIFICATIONS:

VOLUME 3

AD-2, ITEM 1:

In reference to Index of Specifications for Volume III, See attached revised index adding Section 32 05 19 – Geotextile.

AD-2, ITEM 2:

In reference to Section 32 05 19 – Geotextile. See attached specification added to documents.

AD-2, ITEM 3:

In reference to Section 32 31 13 – Chain-Link Fence and Gates. See attached revised specification. Paragraph 2.01.D – Swing Gates added to specification.

Nebraska Army National Guard

Bellevue, Nebraska May 25, 2021 Addendum No. 2 architecture engineering interior design

1221 ‘N’ Street, Suite 600, Lincoln, Nebraska 68508 402.476.9700 davisdesign.com

15 East Main Street, Suite 201, Vermillion, South Dakota 57069 605.624.1081

THE FOLLOWING ITEMS ARE APPLICABLE TO THE DRAWINGS:

VOLUME 1

AD-2, ITEM 4:

In reference to Sheet CS504, Site Details. See attached revised sheet. Detail 2 – 24’ Double Swing Gate added to drawing set.

AD-2, ITEM 5:

In reference to Sheet CS906, Bid Option 3 Site Plan. See attached revised sheet. Location of Double swing gate provided.

AD-2, ITEM 6:

In reference to Sheet S-101-2E - Main Level Foundation Plan -Area E. See attached revised sheet.

AD-2, ITEM 7:

In reference to Sheet A-601 – Door, Door Frame, Interior Window Frame and Partition Schedules. See attached revised sheet.

AD-2, ITEM 8:

In reference to Sheet A-901 – Option 1 – GPTB Addition, Roof Plan 2. As a matter of clarification, the scuppers on Roof G1 are 4x8 and the scuppers on Roof H1 are 6x12.

VOLUME 2

AD-2, ITEM 9:

In reference to Sheets P-206 and P-401. See attached revised sheets. As a matter of addition, 4” floor drains have been added to the chase areas of the main floor restrooms.

AD-2, ITEM 10:

In reference to Sheets P-207, P-208, and P-403. See attached revised sheets. As a matter of addition, a 3” floor drain has been added to the Lactation 161 room beneath the mini fridge.

AD-2, ITEM 11:

In reference to Sheet P-601, See attached revised sheet. Mixing Valve Schedule. As a matter of correction, the design flow for TMV-201 shall be 56.1 GPM and the maximum flow shall be 75 GPM. All other schedule design parameters shall remain as originally stated.

END AD-2

SPECIFICATIONS FOR

Nebraska Army National Guard

Bellevue, Nebraska

February 25, 2021

Volume III of III

Communications / Civil

INDEX OF SPECIFICATIONS

Division ....... Section Title ................................................................................. ............................................ Pages

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Refer to Specification Booklet Volume I – Architectural / Structural / Interior.

DIVISION 01 - GENERAL REQUIREMENTS

Facility Construction Subgroup

DIVISION 02 – EXISTING CONDITIONS

DIVISION 03 - CONCRETE

DIVISION 04 - MASONRY

DIVISION 05 - METALS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DIVISION 08 - OPENINGS

DIVISION 09 - FINISHES

DIVISION 10 - SPECIALTIES

NEBRASKA ARMY NATIONAL GUARD

NEW READINESS CENTER

BELLEVUE, NEBRASKA

TC-2

DIVISION 11 - EQUIPMENT

DIVISION 12 - FURNISHINGS

DIVISION 14 – CONVEYING EQUIPMENT

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION (by Burns & McDonnell)

Refer to Specification Booklet Volume II – Mechanical / Plumbing / Electrical.

DIVISION 22 – PLUMBING (by Burns & McDonnell except as noted)

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

DIVISION 26 – ELECTRICAL (by Burns & McDonnell except as noted)

DIVISION 27 – COMMUNICATIONS (by Burns & McDonnell)

27 05 00 ....... Common Work Results for Communications

27 05 26 ....... Grounding and Bonding for Communication Systems

27 05 28 ....... Pathways for Communications Systems

27 05 29 ....... Hangers and Supports for Communications Systems

27 05 36 ....... Cable Trays for Communications Systems

27 05 43 ....... Underground Pathways and Structures for Communication Systems

27 05 44 ....... Sleeves and Sleeve Seals for Communications Pathways and Cabling

27 05 53 ....... Identification for Communication Systems

27 11 16 ....... Communications Racks, Frames, and Enclosures

27 13 13 ....... Communications Copper Backbone Cabling

27 13 23 ....... Communications Optical Fiber Backbone Cabling

27 15 13 ....... Communications Copper Horizontal Cabling

27 15 33 ....... Communications Coaxial Cabling

27 51 16 ....... Public Address Systems

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY (by Burns & McDonnell)

28 31 00 ....... Fire Alarm and Mass Notification System

TC-3

Site and Infrastructure Subgroup

DIVISION 31 – EARTHWORK

31 20 00 ....... Site Preparation and Earthwork (by Burns & McDonnell)

31 23 33 ....... Trenching and Filling for Open-cut Construction (by Burns & McDonnell)

31 68 16 ....... Steel Helical Piles

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 19 ...... Geotextile (by Burns & McDonnell)

32 11 23 ....... Crushed Rock Base Course (by Burns & McDonnell)

32 13 13 ....... Concrete Pavement (by Burns & McDonnell)

32 15 00 ....... Aggregate Surface Course (by Burns & McDonnell)

32 16 00 ....... Concrete Curbs, Gutters, Sidewalks (by Burns & McDonnell)

32 17 23 ....... Pavement Marking (by Burns & McDonnell)

32 31 13 ....... Chain-Link Fences and Gates (by Burns & McDonnell)

32 84 00 ....... Underground Irrigation System (by Vireo)

32 92 00 ....... Turf and Grasses (by Vireo)

32 92 10 ....... Turf Grass Sod (by Vireo)

32 92 20 ....... Erosion Control Blanket (by Burns & McDonnell)

32 93 00 ....... Plants (by Vireo)

DIVISION 33 – UTILITIES (by Burns & McDonnell)

33 05 13 ....... Manholes

33 10 00 ....... Pressure Pipe

33 11 50 ....... Gravity Pipe

33 12 16 ....... Utility Valves and Accessories

33 31 50 ....... Pipe Installation

33 41 00 ....... Storm Drainage System

END OF INDEX OF VOLUME III - SPECIFICATIONS

GEOTEXTILE

320519-1

SECTION 32 05 19 - GEOTEXTILE

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section includes geotextile to be used at the following locations:

1. For roads and parking areas between aggregate surfacing and subgrade.

B. Related Work Specified Elsewhere:

1. SECTION 31 20 00 – Site Preparation and Earthwork.

2. SECTION 32 15 00 – Aggregate Surface Course

1.02 REFERENCES:

A. Applicable Standards:

1. American Society for Testing and Materials (ASTM):

a. D4355 – Test Method for Deterioration of Geotextiles from Exposure to Ultraviolet

Light and Water (Xenon-Are Type Apparatus).

b. D4533 – Test Method for Trapezoid Tearing Strength of Geotextiles.

c. D4632 – Test Method for Grab Breaking Load and Elongation of Geotextiles.

d. D4751 - Test Method for Determining the Apparent Opening Size of a Geotextile.

e. D5199 – Test Method for Measuring the Nominal Thickness of Geosynthetics.

f. D5261 - Test Method for Measuring Mass per Unit Area of Geotextiles.

g. D6241 – Test Method for Static Puncture Strength of Geotextiles and Geotextile

Related Product Using a 50-mm Probe.

1.03 SUBMITTALS:

A. Submit as specified in Division 1.

B. Includes, but not limited to, the following:

1. Product Data: Specifications, installation instructions, and general recommendations from materials manufacturer of geotextile filter fabric. Specification sheets shall give full details of minimum physical properties, test methods used, manufacturer’s name, product name, and roll number.

2. Three fabric samples (6-inch x 6-inch minimum size).

3. List of three similar projects completed in which the manufactured material has been successfully used. Include name and phone number of owner associated with each project.

4. Chemical resistance data.

5. Verification that manufacturer's quality control includes inspection for broken needles where appropriate before material leaves manufacturer's plant.

6. Geotextile manufacturer’s quality control certificates for each roll of geotextile delivered to the Project Site. The quality control certificates shall be submitted prior to installation and include material components listed in paragraph 2.01D, this Section.

320519-2

7. The geotextile installer's Quality Control manual describing method of documenting placement, seaming, laps, and related items.

1.04 QUALITY ASSURANCE

A. All geotextile manufacturer quality control testing shall meet or exceed requirements of paragraph 2.01D of this Section. Any materials that do not conform to these requirements shall be retested or rejected at the direction of Commanding Officer.

1. Geotextile that is rejected shall be removed from the Project Site and replaced at

Contractor's expense. Sampling and conformance testing of geotextile supplied as required for rejected material shall be performed by third party testing firm at

Contractor's expense.

1.05 OPERATING CONDITIONS:

A. Do not expose the geotextile material to direct sunlight and ultraviolet rays.

1.06 DELIVERY, STORAGE, AND HANDLING:

A. Receive, store, and handle geotextile materials as recommended by manufacturer. Completely cover all materials while being stored on-Site prior to use.

B. Damaged material on rolls shall be cut out and removed from the Site.

PART 2 - PRODUCTS

2.01 GEOTEXTILE FABRIC:

A. Provide geotextile of generic type specified and tested to show compliance with specified performances. Mass per unit area (ASTM D5261) shall be as indicated on the drawing or specified in this Section.

B. Geotextile shall be manufactured of new, first quality products designed and manufactured specifically for the purpose of filtering out soil fines while maintaining good drainage characteristics.

C. Geotextile shall be so produced as to be free of tears, punctures, or any sign of contamination by foreign matter. Any such defect shall be repaired in accordance with the manufacturer's recommendations. Geotextile must be uniform in thickness with a maximum 10% deviation from the nominal thickness. Edges shall be straight and free of nicks and cuts.

D. Geotextile Properties (minimum unless noted otherwise):

320519-3

6 oz. Geotextile

Property ASTM Test Value

Mass per Unit Area D5261 6.0 oz/yd2

Tensile Strength D4632 160 lbs

Tensile Elongation D4632 50%

Trapezoid Tear Strength D4533 60 lbs

Puncture Strength D6241 410 lbs

UV Resistance D4355 70%

Use Under aggregate surfaced roads, separation

Material Nonwoven needle punched polypropylene or polyester

PART 3 - EXECUTION

3.01 EXAMINATION:

A. Verify that all surfaces to be lined are smooth, free of all foreign material, sharp objects, or debris of any kind.

B. Verify that all surfaces to be lined provide a firm foundation with no sharp changes or abrupt breaks in grade.

C. Verify that there is no standing water or excessive moisture on prepared subgrade.

D. Certify in writing that the surface on which the geotextile is to be installed is acceptable before commencing work.

3.02 PREPARATION

A. Surfaces to be lined shall be smooth and free of all rocks, stones, sticks, roots, sharp objects, or debris of any kind.

B. The surface should provide a firm foudnation for the geotextile with no sudden, sharp, or abrubt changes or breaks in grade.

C. Standing water or excessive moisture shall not be allowed.

3.03 INSTALLATION:

A. Install geotextile and all accessories in accordance with these Specifications.

B. Install geotextile on prepared surface using careful procedures with minimum handling. Unroll panels as close to their final position as possible.

C. Seaming of Geotextile:

1. Geotextile panels shall be overlapped a minimum of 3 inches before sewing.

2. Geotextile panels shall be joined by sewing geotextile panels together with a thread made of the same material as the geotextile.

a. Thread shall be of such color that it is easily distinguished from geotextile.

b. Stitch density shall be 4 to 6 stitches per inch of seam.

c. Stitch type shall be double thread lock.

d. Seam type shall be the flat or "prayer" type.

3. Geotextile may be heat seamed (with no open flame). Engineer approval required prior to use of heat seaming.

320519-4

D. Adhere to the following stipulations while working on or near geotextile:

1. No smoking shall be allowed.

2. No glass or metal containers or other sharp objects shall be used.

3. No construction installation equipment shall pass over any exposed fabric surface.

4. Remove snow and water from the ground surface prior to fabric installation.

5. Cover the geotextile within 30 days after placement.

6. Placement of the granular cover material shall be by low ground pressure equipment

Place granular cover material in the direction of seam overlaps and in a manner that does not pull, separate, or puncture geotextile.

END OF SECTION 32 05 19

CHAIN-LINK FENCES AND GATES

323113 - 1

SECTION 323113 - CHAIN-LINK FENCES AND GATES

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section covers chain-link fabric fence and gates and motor operator.

B. Related Work Specified Elsewhere:

1. Concrete: DIVISION 3.

1.02 REFERENCE:

A. Applicable Standards:

1. Federal Specifications (FS):

1. FF-B-575 - Bolts, Hexagon, and Square.

2. RR-F-191J/GEN - Fencing, Wire and Post, Metal (and Gates, Chain-Link Fence

Fabric, and Accessories) (General Specification).

3. RR-F-191/2 - Fencing Wire and Post, Metal (Chain-Link Fence Gates) (Detail

Specification).

4. RR-F-191/3 - Fencing Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces) (Detail Specification).

5. RR-F-221/1 - Fencing Wire (Barbed Wire).

2. American Society for Testing and Materials (ASTM): (Equivalent AASHTO standards may be substituted as approved.)

1. A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

2. A392 - Zinc-Coated Steel Chain-Link Fence Fabric.

3. A491 - Aluminum-Coated Steel Chain-Link Fence Fabric.

1.03 SUBMITTALS:

A. Submit as specified in DIVISION 1.

B. Includes, but not limited to, the following:

1. Plan layout.

2. Details illustrating fence height, sizes of posts, rails, braces, gates, and hardware list.

3. Erection procedures.

PART 2 - PRODUCTS

2.01 COMPONENTS

A. Chain Link Fence Fabric: Provide ASTM A392,Class 2, zinc-coated steel wire with minimum coating weight of 2.0 ounces of zinc per square meter foot of coated surface. Fabricate fence

323113 - 2 fabric of 9 gauge wire woven in 2 inch mesh conforming to ASTM A116. Provide twisted and barbed fabric on the top selvage and knuckled on the bottom selvage.

B. Posts

1. Metal Posts for Chain Link Fence: Provide posts conforming to ASTM F1083, zinc-coated. Group IA, with external coating Type A steel pipe. Group IC steel pipe, zinc-coated with external coating Type A or Type B and Group II, roll-formed steel sections, meeting the strength and coating requirements of ASTM F1043 and ASTM A702.

Provide sizes as shown on the drawings. Use line posts and terminal (corner, gate, and pull) posts of the same designation throughout the fence. Provide gate post for the gate type specified subject to the limitation specified in ASTM F900 and/or ASTM F1184.

2. Accessories:

1. Provide accessories conforming to ASTM F626. Coat ferrous accessories with zinc or aluminum coating. Match color coating of fittings to color coating of the fabric.

2. Provide truss rods (with turnbuckles or other means of adjustment)for each terminal post.

3. Provide barbed wire supporting arms of the single 45 degree outward angle 3-strand arm type and of the design required for the post furnished. Secure arms by bolting.

4. Furnish post caps in accordance with manufacturer's standard accessories.

5. Provide 9 gauge steel tie wire for attaching fabric to rails, braces, and posts and match the coating of the fence fabric. Use tie wires for attaching fabric to tension wire on high security fences made from 16 gage stainless steel Provide double loop tie wires 6.5 inches in length. Provide miscellaneous hardware coatings which conform to ASTM A153 unless modified.

C. Braces and Rails

1. ASTM F1083, zinc-coated, Group IA, steel pipe, size NPS 1-1/4. Provide Group IC steel pipe, zinc-coated, that meets the strength and coating requirements of ASTM F1043 and polyvinyl chloride-coated conforming to the requirements of ASTM F1043.

2. Braces, top rail and bottom rail; Class 1, steel pipe, Grade A, in ,minimum size listed in

FS RR-F-191/3 for each class and grade. Provide steel pipe, Class 1, Grade B conforming to the following performance criteria when subjected to salt spray testing in accordance with ASTM B117: Exterior 1,000 hours with maximum 5 percent red rust.

D. Swing Gates

1. Submit manufacturer's catalog data. Fabricate swing gates by welding 2 sq in tubular steel ends and rails. Use pickets that match the adjacent fence construction. Reinforce gates to ensure assembly sags no more than 1% of the gate leaf width or 2 in, whichever is less. Size gate posts to accommodate the weight and width of each gate leaf. Mount gates to posts with weldable steel plates or blocks, pressed steel, or malleable iron hinges.

Hot-dip galvanize all hinges with a minimum zinc weight of 1.20 oz/sq ft. Secure all tamper points by welding or peening the threads. Use swing gate latches and drop bar guides manufactured of pressed steel, hot-dipped galvanized with a minimum zinc weight of 1.20 oz/sq ft. Finish all gate hardware in the same color/coating as the fence system.

323113 - 3

E. Slide Gates

1. Submit manufacturer's catalog data. Fabricate slide gates by welding 2 sq in tubular steel ends and rails. Use pickets that match the adjacent fence construction. Select the type and class of slide gate to comply with ASTM F1184. Size gate posts to accommodate the weight and width of each gate leaf in accordance with ASTM F1184, or per manufacturer's recommendations. Specify Type II, Class 2, interior roller design for cantilever slide gates.

F. Padlocks

1. Provide padlocks conforming to ASTM F883, Type PO1, Grade 6. Size 1-3/4 inch. Key all padlocks into master key system.

G. Gate Operator

1. Provide electric gate operators for sliding gates as follows: Provide electric gate operators with a right angle gearhead instantly reversing motor with magnetic drum-type brake, friction disc clutch, reversing starter with thermal overload protection, and a chain-driven geared rotary-type automatic limit switch. Use only hardened steel machine cut worm and mating bronze gears that operate in a bath of oil. Gate operators with V-belt pulleys are not allowed. Equip gate operators with an emergency release to allow the gate to be operated manually that is also capable of being locked in the engaged or disengaged position. Provide positive stops on the gate tracks as a backup to the limit switches.

2.02 MATERIALS

A. Wire

1. Wire Ties: Submit samples as specified. Provide wire ties constructed of the same material as the fencing fabric. Provide accessories with polyvinyl (PVC) coatings similar to that specified for chain-link fabric or framework.

2. Barbed Wire: Provide barbed wire conforming to ASTM A121 zinc-coated, Type Z, Class 3, or aluminum-coated, Type A, with 12.5 gauge wire with 14 gauge, round,4-point barbs spaced no more than 5 inches apart.

3. Tension Wires: Provide Type I or Type II tension wire, Class 4 coating, in accordance with ASTM A824. Provide 7 gauge coil spring wire for top wire.

B. Concrete

1. ASTM C94, using 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Use grout consisting of one part portland cement to three parts clean, well-graded sand and the minimum amount of water to produce a workable mix.

PART 3 - EXECUTION

3.01 PREPARATION:

323113 - 4

A. Perform complete installation conforming to ASTM F567.

1. Line and Grade: I nstall fence to the lines and grades indicated. Clear the area on either side of the fence line to the extent indicated. Space line posts equidistant at intervals not exceeding 10 feet. Set terminal (corner, gate, and pull) posts whenever abrupt changes in vertical and horizontal alignment are encountered. Provide continuous fabric between terminal posts; however, ensure runs between terminal posts do not exceed 500 feet.

Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A780.

2. Excavation: Excavate holes to depths indicated. Clear all post holes of loose material and spread waste material where directed. Eliminate ground surface irregularities along the fence line to the extent necessary to maintain a 2 inch clearance between the bottom of the fabric and finish grade.

3.02 INSTALLATION:

A. Installation Drawings: Submit complete Fence Installation Drawings for review and approval by the Contracting Officer prior to shipment. Submit drawing details that include, but are not limited to the following information: Fence Installation Drawings, Location of gate, corner, end, and pull posts, Gate Assembly, and Gate Hardware and Accessories. Install fence system per approved drawings.

B. Security Fencing: Install new security fencing, remove existing security fencing, and perform related work to provide continuous security for facility. Schedule and fully coordinate work with Contracting Officer.

C. Posts:

1. Earth and Bedrock:

1. Set posts plumb and in alignment. Except where solid rock is encountered, set posts in concrete to the depth indicated on the drawings.

2. Set posts in holes not less than the diameter shown on the drawings. Thoroughly consolidate concrete and grout around each post, free of voids and finished to form a dome. Allow concrete and grout to cure for 72 hours prior to attachment of any item to the posts

3. Test fence post rigidity by applying a 50 pound force on the post, perpendicular to the fabric, at 5 feet above ground. Ensure post movement measured at the point where the force is applied is less than or equal to 3/4 inch from the relaxed position.

Test every tenth post for rigidity. When a post fails this test, make further tests on the next four posts on either side of the failed post. Remove, replace, and retest all failed parts at the Contractor's expense.

D. Fabric:

1. Set fabric height as shown

2. Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15 inch intervals.

Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten

323113 - 5 fabric to line posts at approximately 15 inch intervals and fastened to all rails and tension wires at approximately 12 inch intervals.

3. Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined. Install the bottom of the fabric 2 plus or minus 1/2 inch above the ground.

4. After the fabric installation is complete, exercise the fabric by applying a 50 pound push-pull force at the center of the fabric between posts; use a 30 pound pull at the center of the panel to ensure fabric deflection of not more than 2.5 inches when pulling fabric from the post side of the fence. Every second fence panel is required to meet this requirement.

Resecure and retest all failed panels at the Contractor's expense.

E. Supporting Arms:

1. Install barbed wire supporting arms and barbed wire as indicated on the drawings and as recommended by the manufacturer. Anchor supporting arms to the posts in a manner to prevent easy removal with hand tools or, at the Contractor's option, with studs driven by low-velocity explosive-actuated tools for steel, wrought iron, ductile iron, or malleable iron. Do not use explosive-actuated tool to drive studs into gray iron or other material that can be fractured. Use a minimum of two studs per support arm. Pull barbed wire taut and attach to the arms with clips or other means that will prevent easy removal.

F. Gate Installation:

1. Install gates at the locations shown. Install Slide gates as recommended by the manufacturer.

2. Attach padlocks to gates or gate posts with chains.

3. Submit 6 copies of operating and maintenance instructions. Outline the step-by-step procedures required for system startup, operation, and shutdown. Include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operating features. Include in the maintenance instructions routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guide. Also include the general gate layout, equipment layout and simplified wiring and control diagrams of the system as installed.

G. Grounding:

1. Ground fencing as indicated on drawings.

2. Ground fences crossed by overhead powerlines in excess of 600 volts and ground all electrical equipment attached to the fence.]

3. Ground fences on each side of all gates, at each corner, at the closest approach to each building located within 50 feet of the fence, and where the fence alignment changes more than 15 degrees. Ensure grounding locations are located no more than 650 feet apart.

Bond each gate panel with a flexible bond strap to its gate post. Ground fences crossed by powerlines of 600 volts or more at or near the point of crossing and at distances not exceeding 150 feet on each side of crossing.]

3.03 CLOSEOUT ACTIVITIES

A. Cleanup: Remove waste fencing materials and other debris from the work site each workday.

323113 - 6

END OF SECTION 323113

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Davis Design All Rights Reserved

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

D

Ph on e

5-

4-

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

E

Ph on e

-4

-9

Fa x

2-

6-

Li nc ol n

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

2-

8-

W ar d

Pa rk w ay

Ka ns as C ity , M

O

6-

3-

Nebraska National Guard

SITE DETAILS 4

CS504

LINE POSTS 6'-0" ON-CENTER

8'

-0

3' -6

TY

P)

3' -0

TY

P) 6"

(T

YP

) 12"(MIN)

(TYP)

(MAX)

CONCRETE

FOOTING (TYP)

INSTALLATION ON

SLOPE

TENSION WIRE

INTERMEDIATE

RAIL

BOTTOM WIRE

2"

M

AX

NOTES:

1. WIRE TIES SHALL BE EMBEDDED INTO CONCRETE AT 5.00' INTERVALS. BOTTOM

TENSION WIRE SHALL BE THREADED THROUGH WIRE TIES.

2. BARB WIRE TO BE INSTALLED UNLESS INDICATED OTHERWISE ON PLANS.

3' -0

3' -6

3' -0

3' -6

10" MIN12" MIN

BOTTOM

TENSION

WIRE

TRUSS ROD

BRACE

FINISH

GRADE

ANGLE OR

CORNER POST

LINE POST

8' -0

TENSION WIRE

BARBED WIRE

10'-0" (MAX) END BAY MULTIPLES OF

10'-0" (MAX)

CHAIN LINK FABRIC

2"

TOP VIEW

BARBED WIRE

2" M

AX

FENCE ON SLOPE

SECURITY FENCE1 SCALE: N.T.S.

1 05/25/21 ADDENDUM #2

24.00'

8' -0

2"

M

AX

6" 3'

-0

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

BARBED WIRE

GATE FRAME

GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

M

IN

CONCRETE

FOOTING (TYP)

24' DOUBLE SWING GATE2 SCALE: N.T.S.

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

4+00

5+

5+

R138.00' R150.00'

R 162.00'

R50.00'

R 75.00'

24.00'

245.00'

5.

10.00'

10.00'

BID OPTION 3

MEP PARKING

S

SDDI13A

BID OPTION FES 1

BID OPTION FES 2

GRASS SHOULDER (TYP)

N 495895.15 E 2758464.76

24' DOUBLE SWING GATE

SHEET NUMBER

SHEET TITLE

CLIENT

INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Davis Design All Rights Reserved

Revisions

ID Date Description

E as t M ai n, S ui te

Ve rm illi on S

D

Ph on e

5-

4-

Ve rm ill io n

N S tre et

, S ui te

Li nc ol n N

E

Ph on e

-4

-9

Fa x

2-

6-

Li nc ol n

Li nc ol n

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

18-0061 02-25-2021

N . 1

3t h

St re et , S ui te

O m ah a, N E

2-

8-

W ar d

Pa rk w ay

Ka ns as C ity , M

O

6-

3-

Nebraska National Guard

BID OPTION 3

SITE PLAN

CS906

1 SCALE: AS SHOWN

SCALE IN FEET

20'10' 40'

BID OPTION 3 SITE PLAN

MATCHLINE: SEE CS903 FOR CONTINUATION

M

AT

C H

LI

N

E:

S

EE

C

S9

F O

R C

O N

TI

N

U

AT

IO

N

T

B M

T

T

S

TE

L

TE

L

TE

L

901 902 903

905 906

KEY PLAN

NOT TO SCALE

LEGEND:

HEAVY DUTY

CONCRETE PAVEMENT

SECURITY FENCE

LIGHT DUTY

CONCRETE PAVEMENT

AGGREGATE SURFACE

CONCRETE SIDEWALK

NOTE:

1. SEE SHEET CS100 FOR GENERAL SITE AND PAVING NOTES.

CS501

CS501

CS501

CS504

CS502

CS504

ID

1 05/25/21 ADDENDUM #2

AutoCAD SHX Text SANITARY MANHOLE RIM ELEV.=1004.45 8"(?) VCP (NW) FL=992.70 10"(?) VCP (SE) FL=992.60 8"(?) VCP (SW) FL=992.70

AutoCAD SHX Text S

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

CP 1

AutoCAD SHX Text

CP 10001

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

GSGN

AutoCAD SHX Text

FHY

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

FHY

AutoCAD SHX Text

TSGN

AutoCAD SHX Text

TSGN

AutoCAD SHX Text

TSGN

AutoCAD SHX Text

LPL

AutoCAD SHX Text T

AutoCAD SHX Text

SAN MH

A

3.62.6 10.87.6

B.1

8.64.8

B

9.8 11.65.4 9.2 10.6

PF4-6PF4-6

PF6-0

PF4-6PF4-6

GB2-0

GB2-0

GB2-0

L3X3X1/4 DECK BEARING ANGLE

DL=13.8 K

LL=17.5 K

DL=SERVICE LEVEL DEAD LOAD BEAM REACTION

LL=SERVICE LEVEL LIVE LOAD BEAM REACTION

T.O.F.= 99' - 4"T.O.F.= 99' - 4"

T.O.F.= 99' - 4"

T.O.F.= 99' - 4"T.O.F.= 99' - 4"

GB4-0

T.O.F.= 95' - 2" T.O.F.= 97' - 2"

T.O.F.= 99' - 0"

T.O.F.= 97' - 2"

T.O.F.= 99' - 0"

S T

E P

S T

E P

S T

E P

S T

E P

S-001

FROST SLAB

SEE

S-001

FROST SLAB

SEE

S-001

FROST SLAB

SEE

S-001

FROST SLAB

SEE

S-001

FROST SLAB

SEE

T.O.F.= 99' - 0"

T.O.F.= 99' - 0"

T.O.F.= 99' - 0"

STEP

GB4-0

GB4-0

12" CONCRETE WALL

T.O.F.= 96' - 8"

16" CONCRETE WALL

S-505

T.O.F.= 99' - 4"

CF2-0

STEP

S-505

CHILLER PADS

S-508

S-508

S-501

A-704

A-704

GB2-0

T.O.F.= 99' - 0"

GB2-0

T.O.F.= 99' - 0"

RWF-2

RWF-1

T.O.F.= 83' - 4"

T.O.F.= 83' - 4"

RWF-1

T.O.F.= 83' - 4"

P5-0

T.O.F.= 85' - 0"

W

.5

K

IP

S S

.8

K L F

/2

/2

'B'

'D'

'F'

'A'

'C'

'E' (OPTION 1)

SHEET NUMBER

SHEET TITLE

CLIENT INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Davis Design All Rights Reserved

E a s t

M a in

S u it e

V e rm ill io n S

D

P h o n e

-6

-1

V e r m il li o n

N S tr e e t, S u it e

L in c o ln N

E

P h o n e

-4

-9

F a x

-4

-9

L in c o ln

L in c o ln

N th

S tr e e t, S u it e

O m a h a

N E

-4

-3

W a rd

P a rk w a y

K a n s a s C it y

M O

-3

-9

D

R e v it L o c a l2

\1

-0

-A

IS

V

R

C d a ri n

.s p e rl in g .r v t

/2

/2

:5 : 5

A

M

Nebraska National Guard

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

S-101-2E

Main Level Foundation Plan - Area E

18-0060

02/25/21

Checker Author

1/8" = 1'-0"

Main Level Foundation Plan - Area E

This document was originally signed and sealed by:

This media should not be considered a certified document

ON: 02/25/2021

Revisions

ID Date Description

1 03/17/21 Addendum No. 2

HMF-1 HMF-2

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2"

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2"

HMF-3

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2" 2' - 0" 2"

HMF-4 HMF-5

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2" 2' - 4" 2"

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2" 1' - 8" 2"

2" 2' - 0" 2" 2' - 0" 2"

SCHEDULE

SEE 2" 2' - 0" 2" 2' - 0" 2"

S E

E S

C H

E D

U L E

NOTE: BREAK METAL

FILLER BETWEEN FRAMES

2" 3' - 1 1/4" 2"

SCHEDULE

SEE 2" 3' - 1" 2" 3' - 1" 2" 3' - 1" 2"

S e e S c h

2" 6' - 2" 2" 3' - 2" 2"

2" 3' - 0" 2" 3' - 0" 2" 3' - 2" 2"

9' - 10"

N T

S

HMF-6 HMF-7 HMF-8

HMF-8A

12' - 0" 16' - 4 1/4"

HMF-1A

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2" 1' - 2" 2"

A B C D

SCHEDULE

SEE

SCHEDULE

SEE

6" 4"

S C

H E

D U

L E

S E

E

S C

H E

D U

L E

S E

E

S C

H E

D U

L E

S E

E

5" 5"

SCHEDULE

SEE

FE G H

J K

S C

H E

D U

L E

S E

E

5" 5"

SCHEDULE

SEE

SCHEDULE

SEE

S C

H E

D U

L E

S E

E

VINYL FILM (VF-1)

PARTITION SCHEDULE GENERAL NOTES:

A. EXTEND GWB TO HEIGHT OF SUPPORT. WHERE A GWB CEILING IS SPECIFIED, STOP GWB AT CEILING, EXEPT AT FIRE RATED PARTIONS WHERE GWB SHALL EXTEND TO STRUCTURE ABOVE OR WHERE METAL STUD SUPPORT WOULD BE VISIBLE IN FINAL CONSTRUCTION.

B. PARTITIONS THAT DO NOT EXTEND TO STRUCTURE ABOVE SHALL BE BRACED WITH 3 5/8" METAL STUDS AT 4'-0" O.C., ALTERNATE BRACING ON EACH SIDE OF WALL TO STRUCTURE ABOVE OR TO ADJACENT WALL

C. WHERE PARTITIONS ARE INDICATED WITH SOUND INSULATION, SEAL PENETRATION THROUGH GWB SURFACES (EA. SIDE OF WALL) AT SOUND RATED WALLS BY CREATING A 1/4" ANNULAR SPACE AROUND THE PENETRANT AND SEALING THE ANNULAR SPACES WITH SOUND SEALANT.

D. WHERE PARTITIONS ARE INDICATED WITH SOUND INSULATION, PROVIDE SOUND SEALANT WHERE GWB ABUTS SURFACES/MATERIALS OTHER THAN GWB. CUT EDGE OF GWB AT STRUCTURAL METAL DECK TO WITHIN 1/2 INCH OF METAL DECK. GWB EDGE TO MATCH PROFILE OF METAL DECK FLUTES WHERE GWB RUNS PERPENDICULAR TO FLUTES.

E. AT METAL STUDS WHICH EXTEND TO STUCTURE ABOVE, PROVIDE 3" DEEP LEG SLOTTED TRACK AND BRIDGING WITHIN 18 INCHES OF TOP OF WALL.

F. AT METAL STUD PARTITIONS WITH GWB ON ONE SIDE, PROVIDE BRIDGING AT 48" O.C. MAX.

G. AT FIRE RATED PARTIONS, PENETRATIONS SHALL BE SEALED AS REQUIRED BY PENETRATION FIRESTOPPING MANUFACTURER PER SECTION 078413 OF THE SPECIFICATIONS.

H. AT FIRE RATED PARTIONS, PROVIDE FIRE RATED SEALANT WHERE GWB ABUTS SURFACES/MATERIALS OTHER THAN GWB. CUT EDGE OF GWB AT STRUCTURAL METAL DECK TO WITHIN 1/2 INCH OF METAL DECK. GWB EDGE TO MATCH PROFILE OF METAL DECK FLUTES WHERE GWB RUNS PERPENDICULAR TO FLUTES.

I. PROVIDE TILE BACKING PANELS AT PARTITIONS WITH TILE AS A FACING

J. PROVIDE CEMENTITIOUS BACKING PANELS AT PARTIONS IN SHOWER AREAS

MG-1

HMW-1

2" 3' - 4" 2"

3' - 8"

HMW-2

MG-1 MG-1 MG-1 MG-1

2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2"

14' - 2"

HMW-3

MG-1MG-1 MG-1 MG-1 MG-1

2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2"

17' - 8"

HMW-4

MG-1MG-1 MG-1 MG-1 MG-1 MG-1

2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2"

21' - 2"

SHEET NUMBER

SHEET TITLE

CLIENT INFORMATION

PROJECT INFORMATION

JOB #

ISSUE DATE

Checked by Drawn by

Davis Design All Rights Reserved

E a s t

M a in

S u it e

V e rm ill io n S

D

P h o n e

-6

-1

V e r m il li o n

N S tr e e t, S u it e

L in c o ln N

E

P h o

-4

-9

F a x

-4

-9

L in c o ln

L in c o ln

N th

S tr e e t, S u it e

O m a h a

N E

-4

-3

W a rd

P a rk w a y

K a n s a s C it y

M O

-3

-9

D

R e v it

L o c a l2

\1

-0

-A

IS

V

R C d a n .w a rn e r6

R

A Q

.r v t

/2

/2

:0 : 5

A

M

Nebraska National Guard

Bellevue Readiness Center S. 25th and Capehart Rd., Bellevue, NE

A-601

Door, Door Frame, Interior Window Frame and Partition Schedules

18-0060

02/25/21

Checker

DW / AS

DOOR SCHEDULE

NUMBER

DOOR

FIRE RATING

FRAME DETAILS HARDWARE

SET COMMENTSCONFIG WIDTH HEIGHT THKNS ELEV MATERIAL FINISH TYPE MATERIAL FINISH JAMB HEAD

03 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 48.0

04 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 48.0

05 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 42.0

06 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

7A 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 30.0

08.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

08.2 SECTIONAL O.H. DOOR 10' - 0" 8' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

08.3 SECTIONAL O.H. DOOR 10' - 0" 8' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 71.0

08.4 PAIR 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 58.1

09 PAIR 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 60.0

11 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 41.2

11A 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 75.0

14 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 29.0

15 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

18.1 PAIR 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 56.0

18.2 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 7.0

18.3 SECTIONAL O.H. DOOR 10' - 0" 8' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

24.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 75.0

24.2 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 37.0

24.3 SECTIONAL O.H. DOOR 8' - 0" 8' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

24.4 COILING SERVICE DOOR 8' - 0" 8' - 0" 3" K STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 70.0

26 3' - 1" 7' - 0" 2" A WD TRANS HMF-7 H.M. PAINT 25 / A-703 17 / A-703 20.3

28 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 37.0

28A 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

28B 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

28C 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

29 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 37.0

29A 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

29B 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

29C 2' - 6" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

30 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 37.0

31 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 37.0

33 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

35 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 60.0

36 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 37.0

36A 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1A H.M. PAINT 25 / A-703 17 / A-703 46.0

36B 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

37 6' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 54.0

37.2 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 7.0

37.3 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 7.0

37.4 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 7.0

37.5 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 7.0

37.6 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.7 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.8 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.9 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.10 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.11 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.12 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

37.13 SECTIONAL O.H. DOOR 14' - 0" 14' - 0" 1 1/2" J STEEL PAINT MFR. STD. STEEL GALVANIZED -- -- 69.0

39 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 30.0

40 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 17 / A-703 32.0

40A 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 75.0

100.1A 3' - 1" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 4.0 CARD READER, DOOR OPERATOR, & AIPHONE - LHR DOOR

100.1B 2' - 11" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 3.0

100.2A 2' - 11" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 3.0

100.2B 3' - 1" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 3.0

100.3 PAIR 6' - 0" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 24.0 CARD READER, DOOR OPERATOR, & AIPHONE - LHR DOOR

100.4 PAIR 6' - 0" 7' - 0" 2" B ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 21.0

101 3' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 1.0

101D.1 2' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 26 / A-703 18 / A-703 41.0

101D.2 2' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 41.0

101E 3' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT 25 / A-703 17 / A-703 3.0

102 3' - 0" 7' - 0 1/2" 1 3/4" D HM/GL PAINT HMF-5 H.M. PAINT 25 / A-703 17 / A-703 18.0

103 3' - 0" 7' - 0" 1 3/4" D HM/GL PAINT HMF-5 H.M. PAINT 25 / A-703 17 / A-703 18.0

104.1 3' - 2" 7' - 0" 1 3/4" D HM/GL PAINT 1 HR HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 22.0

104.2 6' - 4" 7' - 0" 1 3/4" D HM/GL PAINT 1 HR HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 23.0

104.3 6' - 4" 7' - 0" 1 3/4" D HM/GL PAINT 1 HR HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 23.0

104.4 3' - 2" 7' - 0" 1 3/4" D HM/GL PAINT 1 HR HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 22.0

104.5 PAIR 6' - 0" 7' - 0" 1 3/4" A WD TRANS 1 HR HMF-1 H.M. PAINT 25 / A-703 17 / A-703 26.0

104.6 PAIR 6' - 0" 7' - 0" 1 3/4" A WD TRANS 1 HR HMF-1 H.M. PAINT 25 / A-703 17 / A-703 26.0

104.7 9' - 0" 9' - 0" 1 3/4" A H.M. PAINT 1 HR HMF-1 H.M. PAINT 25 / A-703 17 / A-703 58.0

104.8 8' - 0" 9' - 0" 1 3/4" A H.M. PAINT 1 HR HMF-1 H.M. PAINT 25 / A-703 17 / A-703 58.0

104.9 PAIR 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 25.0

105 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 5.0

105A.1 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 62.0

105A.2 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 27.0

105B.1 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 62.0

105B.2 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 27.0

105C 2' - 6" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 34.0

105D.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 33.0

106 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

107 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 60.0

108 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 52.0

108A 3' - 0" 7' - 0" 2" C ALUM / GL PAINT SEE ELEV ALUM. PAINT 25 / A-703 17 / A-703 20.2

109 6' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT 25 / A-703 17 / A-703 16.0

110 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 26 / A-703 18 / A-703 52.0

110A 3' - 0" 7' - 0" 2" C ALUM / GL PAINT SEE ELEV ALUM. PAINT 25 / A-703 17 / A-703 20.2

111 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

112 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 40.0

112A 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 40.0

113 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 40.0

114 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 40.0

115 6' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT 19 / A-703 19 / A-703 SIM 10.0

117.1 3' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 20.0

117.2 3' - 0" 7' - 0" 2" D ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 20.0

118 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 48.0

119 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 42.0

120 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 30.0

121 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

122 PAIR (UNEQUAL) 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 26 / A-703 18 / A-703 59.0

122.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

123.1 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-6 H.M. PAINT 25 / A-703 17 / A-703 20.3

123.2 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-4 H.M. PAINT 25 / A-703 17 / A-703 20.1

124 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

124A 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

125 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

126 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

127 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

128 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

129 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

130 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

132 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

133 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

134 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

135 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

136 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

137 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

138 3' - 1" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M.