BRC.Amendment.0003.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

A. This amendment is issued to provide clarif ications to offerors received as of 05/28/2021 for the Construct Bellevue Readiness Center.

See attached documents as defined. 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 ledged 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 9

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

16C. DATE SIGNED

BY 28-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

28-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 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

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 Attachment 5 BellevueReadCenter_AD-

2_2021-05-25

25 25-MAY-2021

Attachment 6 Amend.0002.Q&A.2 2 25-MAY-2021 Attachment 7 Amend.0002.Q&A.1 1 25-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

W9124321RCH02

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 Attachment 5 BellevueReadCenter_AD-

2_2021-05-25

25 25-MAY-2021

Attachment 6 Amend.0002.Q&A.2 2 25-MAY-2021 Attachment 7 Amend.0002.Q&A.1 1 25-MAY-2021 Attachment 8 QA.Bellevue.05282021.A mendment0003

3 28-MAY-2021

Attachment 9 BellevueReadCntr_AD- 3_2021-05-28

3 28-MAY-2021

(End of Summary of Changes)

Questions & Anwsers for Solicitation No. W9124321RCH02 ‐ Construct Bellevue Readiness Center 05/28/2021

QUESTION ANSWER

1. Does bid Option 8 still include the concrete parking blocks when the lot is concrete? Parking blocks shall be deleted as part of bid Option 8.

2. Flag pole foundation described on S‐101‐2A seems excessive at 18' deep.

Please confirm that this as well as the detail shown on S‐505 are the desired installation. Foundation shall be bid as shown.

3. On S101‐1B and S‐103‐1B there are several concrete walls show that are not detailed, especially along column lines L, N, Q, and the North‐South wall just East of column line 11.3. Please provide details and top of wall elevations for these.

See typical wall footing detail 7/S‐501. Grade beam foundation & cmu wall is similar. Also see architectural sections & details. See details 13/S‐503, 9/S‐504, 7/S‐503. See reinforcing schedule on sheet S‐001.

4. On S103‐1B concrete wall along column line N is detailed on 9/S‐504 as 24" thick, but concrete beam shown on 10/S‐503 indicates 20" width. Please confirm which is correct or if both are correct, where does the thickness of the wall change?

The 20" foundation wall starts at the west wall of the lower level. Intersection of grid 9.7 & grid N.

The solicitation notes to guarantee pricing for 120 calendar days. Is there any ability to shorten that guarantee period? As I am sure you are aware, prices for construction related materials is extremely volatile right now. In today’s market, it seems to be 30 days is the most that a subcontractor/supplier will guarantee their bid. Some will only guarantee pricing for five (5) days. Guaranteeing pricing for 120 days is going to require bidders to factor excessive contingency/escalation costs into their bid and some subcontractors will decide not to bid as they feel it is too risky.

No changes will be made to the solicitation.

please provide specifications for the Canopy as shown on Details 1 and 2 of page

A‐704? See response to question #5 on last page of Amendment.0002

Would you also investigate the glass on the A1 frame? It is an exterior storefront frame that is calling out for FG‐1 glazing. See response to question #10 below.

Doors 100.1A, 100.1B, 100.2A, 100.2B,100.3,100.4 and 101 are calling out as

Aluminum/Glass doors and frames. They are calling out a B style door which are typically a wood or steel stile. We can get aluminum doors like this but the door spec is calling out a standard wide stile. Could you clarify what door type they are wanting in these locations.

Revise Door Schedule, Sheet A‐601, Door Elevations for doors listed (100.1A, 100.1B, 100.2A, 100.2B,100.3,100.4 and 101) from Elevation 'B' to Elevation 'D'.

Refer also to Sheet A‐601, re‐issued this Ammendment.

Door 101E is calling out for 101E is called out as wood/ Hollow metal in the door schedule but is showing an Aluminum frame on the elevations. Could you clarify this as well.

This was addressed in Ammendment.0002, item 12 and to the drawings, Sheet A‐

601, re‐issued.

Frame A1 (exterior) & Frame A (interior) at the main entrance/vestibule are showing FG‐1 glazing (3/16” fire rated) and aluminum framing. The “sides” of the vestibule, Frames A2 & A4 show IG‐1 (1” glazing)‐not fire rated. The aluminum framing spec’d is not fire rated. Please advise.

Frame A1 (exterior) shall be provided with IG‐1 glazing. Frame A3 (interior) shall be provided with MG‐1 glazing. Refer to drawing A‐602 re‐issued in Addendum #3

There will be excess dirt based upon the grading plans. Is there an area of the site that could be filled to accommodate excess fill, or where excess material may be stockpiled?

Bid excess fill to be disposed of as identified in Specification Section 312000 paragraph 3.02.A.

ES105—There are 2 different fixtures labeled as Y6. Please clarify what type the fixtures along the MEP Access Drive are supposed to be. The (4) square black lights along the MEP ACESS DRIVE shall be Y2 fixtures.

See below from insulation subcontractor. This is essentially saying that all insulated plumbing piping (domestic, storm) will need to be PVC jacketed which would both be highly atypical and also significantly increase cost. As stated below, insulated HVAC piping (hydronic, condensate, refrigerant) doesn’t have this same requirement, which makes me think it was included in error. Section

220719, G. Hot Service Drains and Vents: 1. All Pipe Sizes: Insulation shall be the following: a. Mineral‐Fiber, Preformed Pipe Insulation, Type I: 1 inch thick. Para

3.12. INDOOR, FIELD‐APPLIED SCHEDULE: A. Install jacket over insulation material. For insulation with factory‐applied jacket, install the field‐applied jacket over the factory‐applied jacket. B. If more than one material is listed, selection from materials listed is Contractor's Option. C. Indoor or Outdoor Piping, Concealed or Exposed: 1. PVC: 30 mils thick. 2. Aluminum, Smooth or Stucco

Embossed: 0.024 inch thick.

Delete paragraph 3.12 from specification section 220719, no field applied PVC jacket required on plumbing piping.

1. The height of the operable portion of the windows W2 and W3 is smaller than the manufacturer can make.

Revise the height of the operable portion of windows W2 and W3 from 1'‐0" to 1'‐

5". Adjust the height of the fixed pane above the operable portion accordingly.Refer to drawing A‐602 re‐issued in Addendum #3

2. Are window types W2 and W3 to be in spec section to be storefront (section

084113) with the awning insert ( section 085113) or is the whole window to be from the window spec (085113)?

Windows with project‐in vents shall be part of Section 085113.

3. Some of the window types one building elevations don’t match the aluminum frame schedule. Bid option one has W3 tags but shows W2 window types. Please confirm which is correct.

Add new Window Type W2.5. Change windows in room 30 CST Operations Sheet

A‐101‐1B, and windows in Rooms 19 Office and 20 Office Sheet A‐901 from Type

W3 to Type W2.5. Also Reference Elevation 14 Sheet A‐203 and Elevations 2 and 4

Sheet A‐903. Refer to drawing A‐602 re‐issued in Addendum #3

4. CP902 and CP912 shows the lot area North of the GPTB addition as gravel, however CS902 notes that under bid option 9, this aggregate is to be replaced with Heavy Duty Concrete Pavement.

Area in question shall be gravel in bid Option #1 as shown on CS902. Area in question shall be paved as identified on sheets CP902 and CP912, note legend on

CP902 and CP912 identifies this area as heavy duty concrete paving. Area in question shall be jointed by continuing jointing pattern from adjacent concrete paving to the south

5. Glass Display Case shown in details 12 and 13 on A‐209 doesn't have a specification. What is the design intent for backs of cabinets, shelves, brackets, and thickness/type of glazing?

Refer to 15/A‐701 for shelves, bracket's and thickness/type of glazing. For back of cabinets, refer to floor plan and wall types.

There will be excess dirt based upon the grading plans. Is there an area of the site that could be filled to accommodate excess fill, or where excess material may be stockpiled? See reponse to question #11.

1. Does bid Option 8 still include the concrete parking blocks when the lot is concrete? See response to question #1.

2. Flag pole foundation described on S‐101‐2A seems excessive at 18' deep.

Please confirm that this as well as the detail shown on S‐505 are the desired installation. See response to question #2.

3. On S101‐1B and S‐103‐1B there are several concrete walls show that are not detailed, especially along column lines L, N, Q, and the North‐South wall just East of column line 11.3. Please provide details and top of wall elevations for these. See response to question #3.

4. On S103‐1B concrete wall along column line N is detailed on 9/S‐504 as 24" thick, but concrete beam shown on 10/S‐503 indicates 20" width. Please confirm which is correct or if both are correct, where does the thickness of the wall change? See response to question #4.

The solicitation notes to guarantee pricing for 120 calendar days. Is there any ability to shorten that guarantee period? As I am sure you are aware, prices for construction related materials is extremely volatile right now. In today’s market, it seems to be 30 days is the most that a subcontractor/supplier will guarantee their bid. Some will only guarantee pricing for five (5) days. Guaranteeing pricing for 120 days is going to require bidders to factor excessive contingency/escalation costs into their bid and some subcontractors will decide not to bid as they feel it is too risky. See response to question #5.

As it pertains to the Bellevue Readiness Center, can you please provide specifications for the Canopy as shown on Details 1 and 2 of page A‐704? See response to question #6.

Would you also investigate the glass on the A1 frame? It is an exterior storefront frame that is calling out for FG‐1 glazing. See response to question #7.

I have a couple questions that I would like clarifications on in regards to the door schedule for this project. Doors 100.1A, 100.1B, 100.2A, 100.2B,100.3,100.4 and

101 are calling out as Aluminum/Glass doors and frames. They are calling out a B style door which are typically a wood or steel stile. We can get aluminum doors like this but the door spec is calling out a standard wide stile. Could you clarify what door type they are wanting in these locations. See response to question #8.

Door 101E is calling out for 101E is called out as wood/ Hollow metal in the door schedule but is showing an Aluminum frame on the elevations. Could you clarify this as well. See response to question #9.

Would you also investigate the glass on the A1 frame? It is an exterior storefront frame that is calling out for FG‐1 glazing. See response to question #7.

Frame A1 (exterior) & Frame A (interior) at the main entrance/vestibule are showing FG‐1 glazing (3/16” fire rated) and aluminum framing. The “sides” of the vestibule, Frames A2 & A4 show IG‐1 (1” glazing)‐not fire rated. The aluminum framing spec’d is not fire rated. Please advise. See response to Question #10.

Per specification (PLUMBING PIPING INSULATION 220719 ‐ 3.12 ‐ INDOOR, FIELD

APPLIED JACKET SCHEDULE), notes for indoor & outdoor, concealed or exposed to have a field applied jacket. Is that the intent to have all plumbing piping insulation installed with a field applied jacket as it will already have a factory applied ASJ jacketing? Was this note only to apply to piping in occupied exposed areas only? See response to question #13.

Per specification (DUCT INSULATION 230713 ‐ 3.10‐ INDOOR, FIELD APPLIED

JACKET SCHEDULE), notes to install a jacket over insulation material regardless if it is provided with a factor applied jacket or not. Is this correct, and if so this specification section does not mention any field applied jacket schedule, only what is listed in (3.07 FINISHES). Please clarify the intent of this note.

Delete paragraph 3.10 from specification section 230713, no field applied jacket required on ductwork.

1) 237313 2.02.A.4: Please verify if the intent is to paint the air handling units or provide them with standard galvanized metal exterior finish. Standard galvanized finish or manufacturers standard painted finish is acceptable.

2) 237313 2.02.C.5 & .6: Air handling units are schedule noted, specified and shown for single point power connections on the sheet E‐712. For air handling units that only have supply fans and (1) service light per specification section, is single point power necessary? Will electrician run 120/1 to a single light switch on the air handling units? There is an equipment ADD for step down transformer, etc. for single point power for one light.

Bid as specified.

Please clarify whether jacket is needed on any/all concealed and exposed piping.

Please clarify for mechanical rooms also. SPEC 220719‐17 and 230719‐15.

See response to question #13 above in regards to specification 220719. Bid

230719‐15 as specified for outdoor piping.

What are we doing for Site Utility Specs? Specifically, water main, sanitary sewer and storm sewer, gate valves, hydrants, manholes. All of it.

I cant imagine we are using the spec book, but maybe. Are we using local codes?

If so, what local codes would that be?

See general note 5 on plan page C‐001.

Contractor is required to coordinate 8 inch water main with MUD and shall be constructed per MUD requirements. All government owned utilities shall be constructed as specified in the contract documents to include the specifications and drawings.

On sheet L‐101, Detail 04 ‐ Rock Mow Strip, Note 3 indicates rock mulch shall be

Glacial 3"‐6" River Bed Cobble. Ground Cover Legend to the right of Detail 04 indicates rock mulch shall be 3/4" ‐ 1 1/5" River Rock. Which is correct?

Rock mulch shall be 3/4" to 1‐1/4".

1. There is no section on the architectural sheets through the lower level retaining wall to show whether this is to receive the waterproofing and subdrainage system or not. Please clarify.

Retaining Wall is shown as part of the enlarged elevator plan and section and does show waterproofing and drain tile. Bid according to the solicitation documents.

2. The monument sign appears to show letters and a plaque on both sides, however the specification only lists one 24” diameter plaque. Which is correct?

There is no reference to a quantity in the specifications. Bid according to the documents.

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.: 3

New Readiness Center

Bellevue, Nebraska DATE: May 28, 2021

DAVIS DESIGN

18-0060 PROJECT NO.:

ISSUED BY: Brandon Sire, Coordinating Professional Greg Smith, Architect Darin Sperling, Structural 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 DRAWINGS:

VOLUME 1

AD-3, ITEM X:

In reference to Sheet S-001 – General Notes, Schedules, & Details, add a line to the REINFORCING

SCHEDULE for 20” Concrete Wall, #8’s @ 12” o.c. Vert. Each Face, #8’s @ 12” o.c. Hor. Each Face.

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

In reference to Sheet A-602 – Window and Aluminum Frame Schedule. See attached revised sheet.

END AD-3

HMF-1 HMF-2

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HMF-3

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HMF-4 HMF-5

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

SCHEDULE

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

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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"

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HMF-6 HMF-7 HMF-8

HMF-8A

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

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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"

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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

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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" D ALUM / GL PAINT SEE ELEV ALUM. PAINT -- -- 4.0 CARD READER, DOOR OPERATOR, & AIPHONE - LHR DOOR

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

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

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

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

100.4 PAIR 6' - 0" 7' - 0" 2" D 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. PAINT 25 / A-703 17 / A-703 20.1

139 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

140.1 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-6 H.M. PAINT 25 / A-703 17 / A-703 20.3

140.2 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-4 H.M. PAINT 25 / A-703 17 / A-703 20.1

142 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

143 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

144 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

145 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

146 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

147 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

148 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

148A 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-3 H.M. PAINT 25 / A-703 17 / A-703 20.1

149.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

149.2 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

149.3 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

150 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

150.1 PAIR 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 12.0

151.1 6' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 10.0

151.2 PAIR 6' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 54.0

152 PAIR (UNEQUAL 180 SWING) 7' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT -- -- 64.0

152.2 COUNTER DOOR 4' - 8" 4' - 0" 1 1/2" F STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1

153 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 65.0

153A VAULT DOOR 5' - 4" 7' - 0" 9" E STEEL MFR. STD. MFR. STD. PAINT -- -- 72.0

154.1 PAIR (UNEQUAL 180 SWING) 7' - 0" 7' - 0" 1 3/4" A H.M. PAINT MFR. STD. H.M. PAINT 25 / A-703 17 / A-703 64.0

154.2 COUNTER DOOR 4' - 8" 4' - 0" 1 1/2" F STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1

155.1 PAIR (UNEQUAL 180 SWING) 7' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 64.0

155.2 COUNTER DOOR 4' - 8" 4' - 0" 1 1/2" F STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1

156 PAIR (UNEQUAL) 8' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-3 H.M. PAINT 25 / A-703 17 / A-703 61.0

157.1 8' - 0" 9' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 54.0

157B 9' - 0" 9' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 54.0

157C.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

157C.2 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 50.0

157D.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 44.0

157D.2 6' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 11.0

157E.1 PAIR (UNEQUAL 180 SWING) 7' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 25 / A-703 17 / A-703 64.0

157E.2 COUNTER DOOR 4' - 8" 4' - 0" 1 1/2" F STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1

158 6' - 0" 7' - 0" 1 3/4" B WD/GL TRANS HMF-1 H.M. PAINT 25 / A-703 17 / A-703 53.0

158A COUNTER DOOR 13' - 4" 6' - 0" 1 1/2" H STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1

159 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 26 / A-703 18 / A-703 30.0

160.1 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 19 / A-703 19 / A-703 SIM 8.0

160.2 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 26 / A-703 18 / A-703 35.0

160A COUNTER DOOR 4' - 8" 6' - 0" 1 1/2" G STAINLESS STEEL --- MFR. STD. MFR. STD. --- -- -- 71.1 INTEGRAL FRAME

160B 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 26 / A-703 18 / A-703 48.0

160C 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 26 / A-703 18 / A-703 41.1

160D 3' - 0" 7' - 0" 1 3/4" A H.M. PAINT HMF-1 H.M. PAINT 26 / A-703 18 / A-703 39.0

161 3' - 0" 7' - 0" 1 3/4" A WD TRANS HMF-1 H.M. PAINT 26 / A-703 18 / A-703 49.0

165.1 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

165.2 SECTIONAL O.H. DOOR 11' - 11 1/2" 10' - 0" 1 1/2" J STEEL PAINT MFR. STD. MFR. STD. GALVANIZED -- -- 69.0

165.3 SECTIONAL O.H. DOOR 11' - 11 1/2" 10' - 0" 1 1/2" J STEEL PAINT MFR. STD. MFR. STD. GALVANIZED -- -- 69.0

165.4 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

1/4" = 1'-0"

HOLLOW METAL FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

PARTITION SCHEDULE

TYPE

MARK SUPPORT DESCRIPTION WIDTH HEIGHT OF SUPPORT FIRE RATING STC RATING UL LISTING INSULATION TYPE COMMENTS

6B 7/8" HAT CHANNEL FURRING SPACED @16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 1 1/2" TO STRUCTURAL METAL DECK ABOVE

6D 7/8" HAT CHANNEL FURRING SPACED @16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 1 1/2" TO 6 INCHES ABOVE CEILING

6J 1 1/2" ZEE FURRING SPACED @16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 2 1/8" CUSTOM HEIGHT, REFER TO DRAWINGS

7B 1 5/8" DRYWALL STUDS SPACED @ 16" O.C.

TING OR NEW SUBSTRATE

ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 2 1/4" TO STRUCTURAL METAL DECK ABOVE

7C 1 5/8" DRYWALL STUDS SPACED @ 16" O.C.

TING OR NEW SUBSTRATE

ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 2 1/4" TO 6 INCHES ABOVE CEILING

7D 1 5/8" DRYWALL STUDS SPACED @ 16" O.C.

TING OR NEW SUBSTRATE

ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 2 1/4" TO 6 INCHES ABOVE CEILING

8B 2 1/2" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 3 1/8" TO STRUCTURAL METAL DECK ABOVE

8D 2 1/2" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 3 1/8" TO 6 INCHES ABOVE CEILING

9A 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" TO 6 INCHES ABOVE CEILING

9B 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" TO STRUCTURAL METAL DECK ABOVE

9C 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" TO STRUCTURAL METAL DECK ABOVE STC 46 3 1/2" SOUND

9D 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" TO 6 INCHES ABOVE CEILING

9E 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" TO 6 INCHES ABOVE CEILING STC 46 3 1/2" SOUND

9J 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 1/4" CUSTOM HEIGHT, REFER TO DRAWINGS

9K 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. METAL STUDS ONLY 3 5/8" CUSTOM HEIGHT, REFER TO DRAWINGS

11 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO STRUCTURAL METAL DECK ABOVE

11A 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO STRUCTURAL METAL DECK ABOVE STC 51 3 1/2" SOUND

11B 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 4 7/8" TO STRUCTURAL METAL DECK ABOVE

11D 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO 6 INCHES ABOVE CEILING

11E 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO 6 INCHES ABOVE CEILING STC 51 3 1/2" SOUND

11F 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO STRUCTURAL METAL DECK ABOVE 1 HR STC 51 UL U425 3 1/2" SOUND

11G 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO 6 INCHES ABOVE CEILING

11H 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" TO 6 INCHES ABOVE CEILING STC 51 3 1/2" SOUND

11L 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 4 7/8" CUSTOM HEIGHT, REFER TO DRAWINGS 1 HR UL U425

13 3 5/8" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 3/4" PLY. WD. ONE SIDE AND 5/8" TYPE

X GWB EACH SIDE

5 5/8" TO STRUCTURAL METAL DECK ABOVE 3 1/2" THERMAL

19 ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 1 HR UL U425

19A 6" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 7 1/4" TO STRUCTURAL METAL DECK ABOVE

19D 6" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB ROOM SIDE 6 5/8" TO 6 INCHES ABOVE CEILING

19G 6" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 7 1/4" TO 6 INCHES ABOVE CEILING

19L 6" DRYWALL STUDS SPACED @ 16" O.C. ONE LAYER OF 5/8" TYPE X GWB EACH SIDE 7 1/4" CUSTOM HEIGHT, REFER TO DRAWINGS 1 HR UL U425

28 8" CMU --- 7 5/8" TO STRUCTURAL METAL DECK ABOVE

28B 8" CMU --- 7 5/8" CUSTOM HEIGHT, REFER TO DRAWINGS

29 10" CMU --- 9 5/8" TO STRUCTURAL METAL DECK ABOVE

GLAZING / FILM LEGEND

1/2" = 1'-0"

HOLLOW METAL INTERIOR WINDOW FRAMES

This document was originally signed and sealed by:

This media should not be considered a certified document

ON: 2/25/21

Revisions

ID Date Description

1 05/25/21 Addendum No. 2

2 05/28/21 Addendum No. 3

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

10' - 2"

IG-3 IG-3 IG-3

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

5' - 6"

IG-3 IG-3

2" 3' - 10 1/2" 2" 3' - 10 1/2" 2"

2"

9 3/8"

2" 2' - 11" 2" 3' - 1" 2"

10"

2" 3' - 1" 2" 2' - 11" 2"

9 3/8"

2"

8' - 3" 1' - 10" 15' - 8 3/4" 1' - 10" 6' - 11 1/2"

/4

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

/2

/4

2" 3' - 10 1/2" 2" 3' - 10 1/2" 2"

8' - 1" 15' - 8 3/4"

2"

9 3/8"

2" 2' - 11" 2" 3' - 7" 2" 3' - 7" 2" 2' - 11" 2"

9 3/8"

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

6' - 11 1/2"

/2

/4

34' - 7 1/4"

/4

IG-1

IG-1

IG-1

IG-1

IG-1 IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1 IG-1IG-1 IG-1

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

2" 3' - 7" 2" 3' - 8 1/8" 2" 3' - 7" 2"

11' - 6 1/8"

/4

/2

/2

/4

/4

/4

IG-2A

IG-2B

IG-2C

IG-2A

IG-2A

IG-2A

IG-2B

IG-2C

IG-2A

IG-2A

IG-2A

IG-2B

IG-2C

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

/4

/4

"1

/2 "2

/4

2"

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

2" 3' - 0" 2" 2' - 9 5/16"

6' - 3 5/16"

/2

/4

/4

2" 2' - 8 3/8" 2" 3' - 0 3/8" 2"

6' - 2 3/4"

/4

/2

/2

/4

/4

/4

IG-2A

IG-2B

IG-2C

IG-2A

IG-2A

IG-2A

IG-2B

IG-2C

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

IG-2A

/4

18' - 2 1/4" 2' - 4" 24' - 11" 2' - 4" 24' - 11" 2' - 4" 24' - 11" 2' - 4" 22' - 0"

/2

/2

2"5' - 3 1/2"2"5' - 3 1/2"2"5' - 3 1/2"2"5' - 3 1/2"2" 2"4' - 9 1/4"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/4"2"2"4' - 9 1/4"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/4"2"2"4' - 9 1/4"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/2"2"4' - 9 1/4"2"2"4' - 3 5/8"2"4' - 4 1/2"2"4' - 4 1/2"2"4' - 3 5/8"2"

/2

/2

124' - 3 1/4"

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1IG-1IG-1 IG-1 IG-1 IG-1 IG-1IG-1 IG-1 IG-1 IG-1IG-1IG-1 IG-1 IG-1IG-1

/4

/4

20' - 2" 2' - 4" 23' - 9 1/4"

2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 2" 4' - 6 7/8" 2" 4' - 6 1/2" 2" 4' - 6 1/2" 2" 4' - 6 1/2" 2" 4' - 6 7/8" 2"

/4

/4

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1IG-1

/2

/2

2" 5' - 8 7/16" 2" 5' - 9 7/16" 2" 5' - 9 7/16" 2" 5' - 8 7/16" 2" 2" 5' - 8 5/16" 2" 5' - 9 5/16" 2" 5' - 9 5/16" 2" 5' - 8 5/16" 2" 2" 5' - 8 5/16" 2" 5' - 9 5/16" 2" 5' - 9 5/16" 2" 5' - 8 5/16" 2" 2" 5' - 11 5/16" 2" 6' - 0 5/16" 2" 6' - 0 5/16" 2" 5' - 11 5/16" 2" 2" 6' - 0 1/16" 2" 6' - 1 1/16" 2" 6' - 1 1/16" 2" 6' - 0 1/16" 2"

/2

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

23' - 9 3/4" 2' - 4" 23' - 9 3/16" 2' - 4" 23' - 9 3/16" 2' - 4" 24' - 9 1/4" 2' - 4" 24' - 10 1/4"

4" 2' - 8 1/4" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0"

18' - 10 1/4"

2' - 11" 3' - 0"

2' - 11"

3' - 9 3/4"

3' - 11 3/16"

3' - 11 3/16"

3' - 1 1 3/16"

3' - 1 1 3/16"

3' - 1 1 3/16"

3' - 1 1 3/16"

3' - 9 11/16"

3' - 11 3/16"

3' - 1 1 3/16"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

3 9/16"

3 9/16"

27.48°

39.44°

2" 2"

4 1/2"

2 13/16"

4.02°

7.94°

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

3' - 0 1/16"

3' - 0 1/16"

4' - 2 1/2"

4' - 2 1/2"

4' - 2 1/2"

4' - 2 1/2"

11.39°

2"

2"

2"

2"

2"

2"

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

6' - 0 1/8"

2"

11"

2"

11"

2"

11"

2"

11"

2"

4' - 6"

2" 4' - 2" 2"

2"

11"

2"

11"

2"

11"

2"

11"

2"

2" 4' - 2" 2"

2" 11" 2" 11" 2" 11" 2" 11" 2"

4' - 6"

IG-1

IG-1

IG-1

IG-1

LOUVER

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

IG-1

IG-1

IG-1 IG-1 IG-1 IG-1

/2

/2

2"

9 1/2"

2"

9 1/2"

2"

9 1/2"

2"

9 1/2"

2"

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

10' - 1"

MG-1 MG-1 MG-1

MG-1 MG-1 MG-1

2" 1' - 5" 2" 6' - 0" 2" 1' - 2" 2" 6' - 0" 2"1' - 4 3/4"2"

16' - 11 3/4"

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

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

MG-1 MG-1 MG-1

2" 3' - 6" 2" 3' - 0" 2" 2' - 11" 2"

10' - 1"

MG-1 MG-1 MG-1

MG-1 MG-1 MG-1

/2

/2

2"5' - 10 1/2"2"5' - 10 5/8"2"5' - 8 15/16"2" 2"5' - 10 9/16"2"6' - 2 9/16"2"6' - 2 9/16"2"5' - 10 9/16"2" 2"5' - 10 9/16"2"6' - 2 9/16"2"6' - 2 9/16"2"5' - 10 9/16"2" 2"5' - 10 9/16"2"6' - 2 9/16"2"6' - 2 9/16"2"5' - 10 9/16"2" 2"6' - 0 1/16"2"6' - 1 1/16"2"6' - 1 1/16"2"6' - 0 1/16"2"

25' - 0 1/4"2' - 4"25' - 0 1/4"2' - 4"25' - 0 1/4"2' - 4"25' - 0 1/4"2' - 4"18' - 2 1/16"

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

2" 3' - 0" 2" 1' - 7" 2"

5' - 1"

FG-1 FG-1

FG-1

S

2" 2' - 11" 2" 2' - 11" 2"

2" 6' - 0" 2"

6' - 4"

FG-1 FG-1

FG-1

2"1' - 6 7/8"

1' - 8 7/8"

MG-1

MG-1

MG-1

3' - 3 7/8" 2" 3' - 1 11/16" 2" 4' - 7 5/8" 2"

11' - 7 1/4"

"MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

IG-3 IG-3

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

7' - 0"

IG-3 IG-3

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

6' - 6"

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 n .w a rn e r6

R

A Q

.r v t

/2

/2

:2

:4

A

M

Nebraska National Guard

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

A-602

Window and Aluminum Frame Schedule

18-0060

02/25/21

BS

NHG / AS

1/4" = 1'-0"

ALUMINUM WINDOW LEGEND

W1

W2 W3 W4 W5

A1 A2 A3 A4

A5

A6 A7

A8

A9

A10.A

A10.B

A13 A14 A16A15A12A11 A17 A18

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

MG-1

W6 W7

This document was originally signed and sealed by:

This media should not be considered a certified document

ON: 2/25/21

Revisions

ID Date Description

1 05/28/21 Addendum No. 3

1 1

W2.5