Amendment_0002_to_W9124X-16-B-0001.pdf

PDF 3 MB Posted Aug 4, 2016

Attached to: REPAIR OPERATIONS FACILITY, BUILDING 84, PROJECT NO. UCTL 012047
Solicitation number: W9124X-16-B-0001
Issued by: Department of the Army Nevada Army National Guard

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Other files

File	Type	Posted
Notice_of_Award.pdf	PDF	Sep 13, 2016
Abstract_of_Offers_for_Project_UCTL_012047.pdf	PDF	Sep 1, 2016
Amendment_0004_to_W9124X-16-B-0001.pdf	PDF	Aug 8, 2016
Amendment_0003_to_W9124X-16-B-0001.pdf	PDF	Aug 7, 2016
W9124X-16-B-0001-0001.pdf	PDF	Jul 29, 2016
Pre-bid_Conference_Slides.pdf	PDF	Jul 20, 2016
Pre-bid_meeting_roster.pdf	PDF	Jul 20, 2016
Pre-bid_Conference_Meeting_Minutes.pdf	PDF	Jul 20, 2016
Released_Solicitation_-_W9124X-16-B-0001.pdf	PDF	Jul 11, 2016

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F8F3CE6021A001 UCTL012047

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

Amendment 0002 to Solicitation W9124X-16-B-0001, Project Number UCTL 012047, Repair Operations Facility, Building 84, located in Reno, Nevada, is as follow s:

(Continued on Page 2)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 04-Aug-2016

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 W9124X-16-B-0001

X 9B. DATED (SEE ITEM 11)

11-Jul-2016

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

04-Aug-2016

CODE

PURCHASING AND CONTRACTING

2452 FAIRVIEW DR.

CARSON CITY NV 89701

W9124X 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9124X-16-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 2

The following items are applicable to this modification:

1. ATTACHMENT #1 INCLUDES QUESTIONS AND GOVERNMENT'S RESPONSES TO RFI 002, RFI 005, RFI 006, RFI 007, RFI 008, AND RFI 009.

2. ATTACHMENT #2 INCLUDES THE FOLLOWING DRAWINGS WHICH ARE REFERENCED IN THE

QUESTIONS/ANSWERS IN ATTACHMENT #1 OF AMENDMENT #2:

E002 E013 A201 A301 A431 A702 A801

3. ALL OTHER TERMS OF THE SOLICITATION REMAIN UNCHANGED.

(End of Summary of Changes)

RFI 002

QUESTION:

Drawing E301

1. On this drawing, there are three types of floor boxes called for. All of these are designed to be used with raised floor, not under slab. Drawing A801 shows the only raised floor in three small rooms, the rest is either flooring or concrete.

Please advise since the floor box NDU for example is designed to be mounted to concrete and flex wiring serves other boxes such as the AF4 and RFB6E. The cabling is not rated for installation under slab.

ANSWER:

See drawing A111 for the locations of the access flooring. Drawing A801 is the floor covering. The floor boxes noted for access floor installation should correspond to the access floor locations on A111.

Drawing E003

1. Fixture L3 is noted to be surface mount. The Arch RCP refers to these as pendant mount. Since this area is “Open to Structure”, are these pendant and what is the mounting height?

• Pendant mount to 9’-0” above finished floor.

2. Note 1 refers to connection to existing monitoring system.

What is that system and what is required for that connection?

• Lighting control system shall provide a BACNET interface for connection to the existing energy management control system.

Attachment #1

Drawing E103.

1. There is 5kv work to be done as shown. Is this work by NV Energy or are they involved?

ANSWER:

• This is not by NV Energy, the Guard owns the campus loop.

NV Energy is not involved. All work is to be performed by the General Contractor.

2. The “E” 60KW Generator does not appear on the single line. Is this relocated from another place to where it is shown?

• The existing generator is a portable unit. This project will provide a connection point for the generator. See revised sheets for updated generator connection requirements. Refer to Attachment: E002 and E103.

RFI 005

Drawing E002

1. The Feeder Schedule does not show the 4503 Feeder noted from SE to E- DB1. Please provide information.

4503 shall be equivalent to feeder #5003

2. Sheetnote 10. It does not appear to reference anything on the drawings or give specs on what is required. Please provide additional information.

This was for an alternate bid item for rooftop PV that has been eliminated. This note can be omitted.

3. Sheetnote 6. It does not show where in the system this will be installed. Also, I think this is referred to as a “suicide connection” which leaves a real liability issue. Please clarify.

Rooftop PV was eliminated. This note can be omitted.

4. 225A-4P receptacle at Manual Transfer Switch. Since this will mate with your generator, please specify the correct receptacle for pricing.

See revised sheets for updated generator connection requirements.

Refer to Attachment: E002 and E103.

5. Sheetnote 11. I did not find a PV array shown, is there something missing?

Rooftop PV was eliminated. This note can be omitted.

6. Could you clarify the meters needed that you have marked as M&V on the drawings? Cannot find a spec to use for pricing.

ANSWER:

See revised sheet for updated metering requirements. Refer to Attachment: E002

Drawing E103:

1. Is it planned to close the street during construction of the underground utilities?

Yes, coordinated with 7 days advance notice.

RFI 006

1. Spec 220700.2.3.B and 230700.2.3B call for PVC jacketing to be “off-white”.

“Off-White” would be a non-standard color and more expensive. Is “white” acceptable?

White color is acceptable.

2. Spec 220700.2.3.B and 230700.2.3B call for PVC jacketing to be .030mil thick. .020mil thick would be standard with .030mil being more expensive. Is .020mil thick acceptable?

Yes, .020 mil thick PVC jacketing is acceptable.

3. Spec 220700.3.2.G and 230700.3.2.G calls for “Pipe exposed in Mechanical Equipment Rooms, or Finished spaces (less than 8 feet above finished floor) to have a PVC or canvas jacket. Does the under 8 foot rule apply to both areas or just the “Finished Spaces”?

8-foot rule applies to both mechanical rooms and finished areas.

4. Spec 220700.3.4.A has two different specifications for the Domestic Hot Water Supply and Recirculation piping. Is the spec on the first line correct or is the spec on the second line correct?

First line is correct for domestic hot water insulation thickness.

5. Spec 220700.3.4.A calls for storm piping to be insulated. Is this just the roof drain piping or does it include the overflow roof drain piping as well?

Specification Section 270700-3.4, Schedule B applies to all horizontal, above ground, storm piping which includes main roof drain piping and overflow roof drain piping.

6. Spec 230700.3.5.A specifies reusable insulation of .25” thick flexible elastomeric insulation with a 16 ounce Teflon covered fabric for valves and strainers on all pipe sizes. Do you want these on all the valves and strainers or only on the flanged ones?

Insulation shall cover all valves and strainer including flanged type.

7. Spec 230700.3.5.A specifies reusable insulation of .25” thick flexible elastomeric insulation with a 16 ounce Teflon covered fabric for valves and strainers on all pipe sizes. I have not been able to find any information on these types products. Do you have a better description of exactly what you are looking for?

Insulate fittings, joints, and valves with insulation of like material and thickness as adjacent pipe. Delete insulation type P-8 in specification Section 230700-3.5-A, Schedule for Valves and Strainers.

8. Spec 230700.3.5.C gives the schedule for ductwork insulation. Outside Air ductwork is not addressed. Supply ductwork downstream of VAH-1 is noted as Outside Air on sheet M201. Does this ductwork require insulation?

Ductwork designated as outside is not required to receive insulation.

9. Spec 230700.3.5.C gives the schedule for ductwork insulation. Outside Air ductwork is not addressed. VAH-1 and AH-1 both have Outside Air ductwork upstream of the units from the louvers to the units. Does this ductwork require insulation?

No.

RFI 007

1. Amendment 001 reference RFI’s #001 and #003. There is not a mention of RFI

#002. Please advise whether there was an additional RFI or the numbering was incorrect.

A response to RFI #002 is included in Amendment 2 of the solicitation.

2. Sheet G101, General Note #16 – states “Unless otherwise provided in contract documents, the contractor shall provide and pay for all….water, heat, utilities….” Other areas of documents indicate utilities are provided by the government: which is correct?

a. See Section 015000 Construction Facilities and Temporary Controls subsection 1.2 Utilities Available to Contractor. – H+K Architects

b. See ATTACHMENT 4, Division 1, item 8 UTILITY SERVICES, of the solicitation document for what the contract documents provide. – Contracting Officer

3. Sheet G101, General Notes #18 indicates conflicts encountered between contract documents will be resolved to satisfaction of architect. Is the architect going to serve as the COTR or CM?

a. No the Architect will not serve as COTR or CM. The Architect will serve as the Architect. – H+K Architects

b. The Architect will serve as a technical expert to the Government.

4. Sheet C140 – The slope indicated for the 218 lineal feet of 8” sewer is identified as 4 tenths of 1%. Is this correct?

Yes. The existing inverts are fixed at both ends and the slope of the resulting new 8" sanitary sewer will be constructed at 0.4% or 0.004 ft./ft. – Lumos & Associates

5. Sheet A201 – It appears there are two wall louvers which have not been identified at mechanical M100 & Mechanical M101. Is this correct?

See the attached revised sheets A201, A301, & A702 indicating the louvers as shown on M001 & M202. – H+K Architects

6. Sheet A431, details #1, 2, 3, 4, 5, and 6 indicate “(ABI2)”. Docs ABI2 stand for additive bid item, and if so what is additive bid item 1? The bid documents only identify 3 CLINS. Please advise.

There are no ABIs or Additive Bid Items. See the attached revised Sheet A431. – H+K Architects

7. Sheet A801, room finish schedule – There are numerous references to “See Alternate #1” and “(ABI #5)”. Are there five additive bid items or alternates?

Please advise.

ANSWER:

There are no ABIs or Additive Bid Items. See the attached revised Sheet A801. – H+K Architects

QUESTION:

8. Sheet A802 – details #1, 2, 3, 4, 5, and 6 indicate “(ABI2)”. Docs ABI2 stand for additive bid item, and if so what is additive bid item 1? The bid documents only identify 3 CLINS. Please advise.

ANSWER:

There are no ABIs or Additive Bid Items. We do not see the reference to ABI2 on sheet A802. – H+K Architects

QUESTION:

9. Sheet S102, Footing Schedule – F6 is identified in schedule yet can’t be found on plan. Please identify where F6 is located?

ANSWER

The Footing Schedule denotes a range of footings. The Foundation Plan indicates the footings required. The footings scheduled may or may not be represented in the Foundation Plan. – H+K Architects

QUESTION:

10. Sheet S102, Note: “Columns on grid lines C & D between grids 1.5 and 8.3 shall be minor construction.” Is it correct to assume that foundations associated with said columns are considered minor construction also?

ANSWER:

New foundations along section lines C&D as per sheet S102 shall be classified as Minor Construction.

QUESTION:

11. Specification section 010100, paragraph 1.9, A1 – Are these the only permits required to be purchased by the contractor? And if so are any amounts available so as to include in contractors’ bid?

All permits are the responsibility of the Contractor as well as coordination for related inspections.

QUESTION:

12. Specification section 012305, paragraph 3.1 A1A1 D refers to sheet A301 to see an overall description of area, reference is made to gridline 5.5, and gridline 5.5 is not shown. Please advise if gridline 5.6 is what is meant?

ANSWER:

Yes, Gridline 5.6 was the intended reference. – H+K Architects

QUESTION:

13. Specification section 012600, paragraph 1.3A – This paragraph indicates architect will authorize minor changes in the work via AIA document G710. Is the architect administering this contract and are the AIA forms going to be required in lien of government forms?

ANSWER:

No, the Architect is not administering this contract. All forms for this contract will be Government forms. No AIA forms will be required.

QUESTION:

14. Specification section 016000, paragraph 1.3 C page 4 – FAR 52.236-0005 is identified as establishing a standard of quality and shall not be construed as limiting competition. Specification section 23 64 12 clearly states “substitutions:

Not Permitted.” Is this correct for the chiller or will other suppliers be considered?

ANSWER:

Substitutions for the chiller manufacture in specification section 23 64 12 2.1.A.4 will be allowed per Division 1 specifications. – Petty Associates

RFI 008

1. We do not believe the http://orca.bpn.gov is active. Please confirm that SAMS Registration fulfills the bid package requirement “D” stating the following:

(d) Section 00600, Representations and Certifications, complete and return only additional certifications found in this section In addition, the offeror must have entered current and complete data within the past year in Online Representations and Certifications (ORCA), is http://orca.bpn.gov.

ANSWER:

Check for references to SAM in amendment 1, attachment 2, minutes and slides from the pre-bid meeting. SAM has replaced ORCA.

RFI 009

QUESTION:

1. The bid submission time of 11am on 10 Aug 2016 is impacting the contractor’s ability to provide an adequate bid due to limited travel options on the bid due date. Contractors are requesting that the bid be due at 2pm on 10 Aug 2016.

ANSWER:

Bid opening date and time are as reflected in BLOCK 13 on Page 1 of the

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C:\H+K Projects\1110A\1110A Repair Operations Facility Local Dan.rvt 8/3/2016 9:53:42 AM

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C:\H+K Projects\1110A\1110A Repair Operations Facility Local Dan.rvt 8/3/2016 9:53:58 AM

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La p ai r/w at er b ar rie r ov er fa st en er a nd st ru ct ur al s te el

(e ) M as on ry w al l

St ru ct ur al s te el re in fo rc em en t - S ee St ru ct ur al

D ra wi ng s

Al um in um c ha nn el

Se e St ru ct ur al

Al um in um s ha de g ril le

Fa st en c lip to fl an ge o f al um in um b ea m

Al um in um h an ge r c lip

Al um in um

T b ea m

Se e St ru ct ur al

D ra wi ng s

Al um in um s ha de g ril le

Fa st en c lip to fl an ge o f al um in um b ea m

Al um in um h an ge r c lip

Al um in um

T b ea m

Se e St ru ct ur al

D ra wi ng s

Un in su la te d m et al p an el s

Br ak e m et al fl as hi ng an d dr ip e dg e

Cu t a nd s ha pe a lu m in um T be am to m at ch ch an ne l p ro file

Al um in um s ha de g ril le

Fa st en c lip to fl an ge o f al um in um b ea m

Al um in um h an ge r c lip

Cu t a nd s ha pe a lu m in um sh ad e gr ille to m at ch ch an ne l p ro file

M et al s tu d fra m in g

Ai r/w at er b ar rie r

La p fla sh in g be hi nd m et al c ha nn el

Tu be s te el h ea de r - S ee St ru ct ur al

D ra wi ng s

Br ak e m et al fl as hi ng

La p ai r/w at er b ar rie r ov er s tru ct ur al s te el

(e ) M as on ry w al l

St ru ct ur al s te el re in fo rc em en t - S ee St ru ct ur al

D ra wi ng s

Al um in um c ha nn el

Se e St ru ct ur al

Un in su la te d m et al p an el s

Br ak e m et al fl as hi ng an d dr ip e dg e

Cu t a nd s ha pe a lu m in um T be am to m at ch ch an ne l p ro file

Al um in um s ha de g ril le

Fa st en c lip to fl an ge o f al um in um b ea m

Al um in um h an ge r c lip

Cu t a nd s ha pe a lu m in um sh ad e gr ille to m at ch ch an ne l p ro file

M et al s tu d fra m in g

Ai r/w at er b ar rie r

La p fla sh in g be hi nd m et al c ha nn el

Br ak e m et al fl as hi ng

(e ) M as on ry w al l

Al um in um c ha nn el

Se e St ru ct ur al

Al um in um s ha de g ril le

Fa st en c lip to fl an ge o f al um in um b ea m

Al um in um h an ge r c lip

Al um in um

T b ea m

Se e St ru ct ur al

1/ 2"

M in

Se e

Ro of

P la ns

" T yp

Al um in um c lip fa st en to fl an ge of a lu m in um

T be am , t yp

Se e

6/ A4

Al um in um s ha de gr ille

2'-0" Wide Grille 4'-0" Wide Grille

Al um in um

T b ea m

Al um in um

C ha nn el

(e ) M as on ry w al l

2 2

No te

Se e Ex te rio r E le va tio ns a nd W al l S ec tio ns fo r l oc at io ns of c as t s to ne s ill.

5" 4"

3 5/8"

2"1 1/4"3/8"

1/ 2"

1/ 4"

1/4"

Dr ip

- 1

No tc h at

F ra m es an d

To p

Vi ew

Fr on t V ie w

Si de

V ie w

9" 4"

- 1

3 5/8"

2"1 1/4"3/8"

1/ 2"

1/ 4"

1/4"

Dr ip

No te

Se e Ex te rio r E le va tio ns a nd W al l S ec tio ns fo r l oc at io ns of c as t s to ne s ill.

- 9

To p

Vi ew

Fr on t V ie w

Si de

V ie w

1' - 1" 3 5/8"

Ex ist in g

Sl ab

- 0

. F oo tin g

-2

Ac ce ss F lo or

- 8

Ai r/w at er b ar rie r

4" M as on ry v en ee r

(e ) M as on ry w al l

W ee p at

2" o .c ty p.

Ba se fl as hi ng la p m em br an e fla sh in g wi th a ir ba rri er at c av ity

Co ld

-fl ui d ap pl ie d w at er pr oo fin g

Co nc re te fo ot in g, se e

St ru ct ur al

G ra de , s ee C ivi l

4" Min.

S In su la tio n

W A

TRA

E N

D V

S TA

O F

T E

T C

C H

H E

R S

H E

N O

JR.

XA M. M

Co ns ult an t Pr of es sio na l S ea l

C op yr igh t H

A rc hit ec ts

Da te

Re vis ion

C:\H+K Projects\1110A\1110A Repair Operations Facility Local Dan.rvt 8/3/2016 9:54:01 AM

N ev ad a

A ir

N at io n al G u ar d R ep ai r O p er at io n s

Fa ci lit y, B u ild in g

N ev ad a A ir N at io na l G ua rd

N at io na l G ua rd W ay R en o, N ev ad a

S ec tio n

D et ai ls

M ay

K P ro je ct N o:

'-0

"2 Sh ad e

St ru ct ur e at

C ha nn el

'-0

"6 Ha ng er

C lip a t S ha de

G ril le

'-0

"3 Sh ad e

St ru ct ur e at

T ub e St ee l H ea de r

'-0

"4 Sh ad e

St ru ct ur e at

M as on ry

In fill

'-0

"5 Sh ad e

St ru ct ur e at

O ut rig ge r E dg e

'-0

"1 En la rg ed P la n

- T yp ica l S ha de

S tru ct ur e Ba y

'-0

"7 9"

C as t S to ne S ill De ta il

'-0

" C as t S to ne S ill Pr of ile

'-0

"9 Br ick V en ee r a t F ou nd at io n

.0 3.

B id di ng

Ac ce ss F lo or

- 8

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

9' - 4"

- 0

5' - 4" 1' - 6"

Typ.

2' - 6"

G L-

18 A7

G L-

L-

G L-

L-

G L-

L-

G L-

L-

G L-

- 3

- 2

- 3

Typ.

2' - 6"

2' - 3" 7' - 1"

9' - 4"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

Fr am e

Ty pe

: H ol lo w

M et al Fr am e

Si ze

: 0

2' - 3" 4' - 7" 2' - 6"

9' - 4"

- 8

- 4 "8'

- 0

G L-

L-

G L-

2 14 A7

11 A7

16 A7

15 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

9' - 4"

2' - 6"1' - 6"5' - 4"

G L-

10 A7

Fr am e

Ty pe

: C ur ta in

W al l Fr am e

Si ze

: 0

15' - 4"

- 9

2' - 6"1' - 6"5' - 3"3' - 10"2' - 3"

G L-

L-

11 A7

12 A7

15 A7

13 A7

14 A7

Fr am e

Ty pe

: C ur ta in

W al l Fr am e

Si ze

: 0

15' - 4"

2' - 6"1' - 6"5' - 3"3' - 10"2' - 3"

G L-

L-

G L-

12 A7

15 A7

13 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

- 5

- 2

- 5

- 0

2' - 6"6' - 10"

G L-

L-

G L-

L-

7' - 1"

9' - 4"

19 A7

21 A7

20 A7

Si m

22 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

- 5

- 2

- 5

- 0

2' - 6"6' - 10"

7' - 1"

9' - 4"

G L-

L-

G L-

L-

19 A7

Si m

22 A7

Si m

21 A7

20 A7

Si m

O e)

L ow er P ar ap et

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

2' - 10"3' - 4"

G L-

O .H

Si m

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

G L-

L-

Si m

10 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

G L-

L-

G L-

Sp an dr el p an el

Do or a nd

W in do w

Fr am e No te s

Co nt ra ct or a nd s ub co nt ra ct or s sh al l p ro vid e al l r eq ui re d el ec tri ca l s er vic e an d eq ui pm en t f or c om pl et e in st al la tio n of a ny h ar dw ar e re qu iri ng e le ct ric al s er vic e ev en th ou gh th ey m ay n ot b e sp ec ific al ly no te d on th e el ec tri ca l d ra wi ng s.

Ha rd wa re lo ca tio ns s ha ll b e in a cc or da nc e wi th c ur re nt e di tio n of A

I/S

fo r s te el d oo rs

Ha rd wa re fo r wo od d oo rs s ha ll b e lo ca te d pe r D

-W

S-

C on tra ct or s ha ll c oo rd in at e al l d oo r h an di ng in clu di ng a ll ha rd wa re p ro vis io ns

Ha rd wa re s up pl ie r s ha ll c oo rd in at e ke yin g wi th

O wn er p rio r t o su bm itt al

Al l f ra m e siz es in D oo r S ch ed ul e in di ca te o ve ra ll f ra m e wi dt h.

T hr oa t w id th s sh al l b e co or di na te d by

C on tra ct or

Co nt ra ct or to c oo rd in at e do or h an di ng p er fl oo r p la ns

Fr am e de ta il r ef er en ce s do n ot in di ca te h an di ng o r or ie nt at io n.

A ct ua l in st al la tio ns m ay b e op po sit e ha nd

, m irr or ed

, o r b ot h.

D et ai l r ef er en ce s in di ca te d fo r o ne fra m e co nd itio n ar e co ns id er ed th e sa m e fo r a ll o th er s im ila r c on di tio ns o n th at fr am e el ev at io n.

Se e fra m e el ev at io ns fo r a dd itio na l d et ai ls.

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

9' - 0"

- 5

- 2

- 3

- 1

1' - 11" 4' - 7" 2' - 6"

G L-

L-

G L-

L-

7' - 1"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

1' - 11" 4' - 7" 2' - 6"

- 9

- 3 "5'

- 0

G L-

L-

G L-

3 1

9' - 0"

7' - 1" G

L-

G L-

L-

- 3

1/ 4"

- 6

1/ 4"

- 3

2' - 0" 7' - 4"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

23 A7

24 A7

Ty p.

Si m

3' - 3"2' - 11"

6' - 2"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

G L-

A7 12 2

O .H

O e)

L ow er P ar ap et

G L-

L-

10 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

- 2

G L-

L-

G L-

L-

12 A7

A7 1210 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

- 2

3' - 4"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

G L-

L-

G L-

10 A7

G L-

L-

G L-

L-

10 A7

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

Typ.

2' - 6"4' - 7"1' - 11"

9' - 0"

- 6

- 5

- 1

G L-

L-

G L-

7' - 1"

Si m

4" m ul lio n)

Ac ce ss F lo or

- 8

2' - 6"6' - 6"

9' - 0"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

G L-

- 1

11 A7

Typ.

2' - 6"6' - 6"

9' - 0"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

G L-

11 A7

Si m

- 9

- 3 "5'

- 0

2' - 6"6' - 6"

9' - 0"

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

G L-

L-

G L-

3 1

Ac ce ss F lo or

- 8

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

9' - 4"

2' - 6"4' - 7"2' - 3"

7' - 1"

- 3

- 9

- 0

G L-

16 A7

17 A7

18 A7

16 A7

1A Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

"2' - 3" 7' - 1"

- 3

- 0

G L-

L-

G L-

9' - 4"

W D

So lid

C or e W oo d

Ve ne er -fa ce d

St ee l H ol lo w M et al

Pa in te d

Al um in um

M at er ia l a nd

T yp e Le ge nd

G L-

In su la te d an d Te m pe re d

G la ss G

L-

1" S pa nd re l G la ss

G L-

4" C le ar

T em pe re d G la ss

G L-

T ra ns lu ce nt

T em pe re d G la ss

G la zin g

Le ge nd

O e)

L ow er P ar ap et

3' - 6"

- 0

Fr am e Ty pe : M ec ha ni ca l L ou ve r

13 A7

O e)

L ow er P ar ap et

- 0

4' - 0"

1' - 0"

Fr am e Ty pe : M ec ha ni ca l L ou ve r

13 A7

O e)

L ow er P ar ap et

G L-

L-

G L-

Fr am e

Ty pe

: A lu m in um S to re fro nt

Fr am e Si ze : 0

3' - 4"

12 A7

Si m

17 A7

Fr am e Ty pe : A lu m in um

S to re fro nt Fr am e

Si ze

: 0

3' - 4"

- 7

- 5

8" 7'

- 5

O e)

L ow er P ar ap et

Fr am e Ty pe : M ec ha ni ca l L ou ve r

13 A7

- 0

4' - 0"

1' - 0"

O e)

L ow er P ar ap et

Fr am e Ty pe : M ec ha ni ca l L ou ve r

13 A7

4' - 0"

1' - 0"

W A

TRA

E N

D V

S TA

O F

T E

T C

C H

H E

R S

H E

N O

JR.

XA M. M

Co ns ult an t Pr of es sio na l S ea l

C op yr igh t H

A rc hit ec ts

Da te

Re vis ion

C:\H+K Projects\1110A\1110A Repair Operations Facility Local Dan.rvt 8/3/2016 9:54:04 AM

N ev ad a

A ir

N at io n al G u ar d R ep ai r O p er at io n s

Fa ci lit y, B u ild in g

N ev ad a A ir N at io na l G ua rd

N at io na l G ua rd W ay R en o, N ev ad a

Fr am e El ev at io ns

M ay

K P ro je ct N o:

.0 3.

B id di ng

In te l/T ac tic s

M iss io n

Pl an ni ng

Co m m Ro om

He lm et /M as k/

Bo ttl e St or ag e

St or ag e/

W as hr oo m

R oo m

In sp ec tio n Ro om

Li fe

S up po rt

/A dm in

T es tin g

W ea po ns

Cl as sr oo m /D em on st ra tio n

Ro om

Ai r C re w

Ch em

D ef en se

St or ag e

/ F lig ht Su rg eo n O ffi ce

Ai rc re w

Br ie fin g

Ro om

Br ea k Ro om

Lo ad m as te r

Ch ie f

Co nf er en ce Ro om

En gi ne er

Ch ie f

Ad m in

S/ 1s t S gt

Pi lo t De br ie fin g/

Fl ig ht Pl an ni ng

Ba se

O ps

/F lig ht Sc he du lin g/

St an da rd s/ Ev al ua tio ns

/T ra in in g

Te st in g/

De br ie fin g

Co m m an d Po st Co nt ro lle r /

E A

Fl ig ht En gi ne er in g

Fl ig ht Se rv ice

/F lig ht M an ag em en t12

O ps

Su pe rv iso r

Sq ua dr on

Co m m an de r

O pe ra tio ns G ro up

Co m m an de r

En tra nc e

Lo bb y

En tra nc e

Lo bb y

Ha llw ay

Ve st ib ul e

M en

's Pe rs on al L oc ke rs

M en

's Re st ro om

M en 's

Sh ow er s

El ec tri ca l

M ec ha ni ca l

El ec tri ca l

Re st ro om

A/ V

St or ag e

Ja ni to ria l Br ie fin g

Ro om

G ro up C hi ef

En tra pm en t Ar ea

W om en 's

Lo ck er s

W om en 's

Re st ro om

W or k Ar ea

O ffi ce

W or k Ar ea

O ffi ce

Ha llw ay

Ve st ib ul e

Ha llw ay

W or k Ar ea

O ffi ce

Ha llw ay

W om en 's

Sh ow er s

Ki tc he ne tte

En tra pm en t Ar ea 12

Ha llw ay

Cu rre nt O ps

Ha llw ay

Te st in g/

O ffi ce

Se rv er

Ba se

B1 Re sil ie nt B as e

- 4 " S ta nd ar d

B2 Re sil ie nt B as e

- P ro file B3

No B as e

(a t W an d W

3) B4

Ti le

W al ls:

G yp su m

B oa rd

Pa in t W

Ex po se d

U W

De m ou nt ab le P ar tit io n

Ti le

M et al W al l P an el

Ce ilin gs

C1 2'x

4' 'S ec on d Lo ok ' S us pe nd ed

Ac ou st ica l P an el S ys te m C1

A No t U se d

C2 2'x

6' Pl an k

Su sp en de d Ac ou st ica l

Pa ne l S ys te m

C3 G yp su m B oa rd

Pa in t

C4 M et al

S of fit P an el

C6 Ex po se d to

S tru ct ur e

- P ai nt

C7 Ex po se d to

S tru ct ur e

No te

: S ee

A lte rn at es fo r a lte rn at e ce ilin g ar ea s an d m at er ia ls.

M illw or k:

Pl as tic L am in at e

Co un te rto p Su rfa ce

S1 So lid S ur fa ce S2

W oo d Bu tc he r B lo ck S3

Pl as tic L am in at e

Fl oo r:

F1 Ca rp et

T ile

F2 Re sil ie nt T ile F3

Po lis he d

Co nc re te

F4 W al k-

O ff

M at

F5 Ac ce ss

F lo or F6

Ti le

F7 Se al ed

C on cr et e

Ac ce ss F lo or

Ca rp et T ile

Re sil ie nt

T ile

Po lis he d

Co nc re te

Po lis he d

Co nc re te

Se al ed C on cr et e

W A

TRA

E N

D V

S TA

O F

T E

T C

C H

H E

R S

H E

N O

JR.

XA M. M

Co ns ult an t Pr of es sio na l S ea l

C op yr igh t H

A rc hit ec ts

Da te

Re vis ion

C:\H+K Projects\1110A\1110A Repair Operations Facility Local Dan.rvt 8/3/2016 9:54:14 AM

N ev ad a

A ir

N at io n al G u ar d R ep ai r O p er at io n s

Fa ci lit y, B u ild in g

N ev ad a A ir N at io na l G ua rd

N at io na l G ua rd W ay R en o, N ev ad a

Fi ni sh P la n an d

R oo m Fi ni sh

S ch ed ul e

M ay

K P ro je ct N o:

N um be r

R oo m N am e

Fl oo r Fi ni sh

Ba se

Fi ni sh W al ls

C ei lin g

Fi ni sh C ou nt er to p Fi ni sh

M illw or k

Fi ni sh R em ar ks N or th

Ea st

So ut h W es t

H al lw ay

F3 B2

En tra nc e

Lo bb y F3

B2 W

1/ W

Ve st ib ul e F4

B3 W

Ve st ib ul e

F3 B2

El ec tri ca l F3

B1 W

St or ag e

F1 B1

Ai rc re w

B rie fin g

R oo m F1

B2 W

2/ C

3/ C

W ea po ns F2

B1 W

In sp ec tio n

R oo m F2

B1 W

T es tin g F2

B1 W

R oo m

F2 B1

H el m et

/M as k/ Bo ttl e

St or ag e

F2 B1

St or ag e/ W as hr oo m

F2 B1

Li fe

S up po rt

/A dm in F2

B1 W

C la ss ro om

/D em on st ra tio n R oo m

F2 B1

Ai r C re w

C he m D ef en se S to ra ge F2

B1 W

En tra pm en t A re a

F1 B1

S3 M

Fl ig ht S ur ge on O ffi ce

F1 B1

C om m an d Po st C on tro lle r /

E A

F1 B1

Te st in g/

O ffi ce F1

B1 W

H al lw ay F1

B2 W

Ki tc he ne tte

F1 B1

R es tro om

F6 B4

Fr am e

R oo m /S to ra ge F5

B1 W

C F1

B1 W

H al lw ay F3

B2 W

W om en 's

R es tro om

F3 /F

W 1/

C 1/

W om en

's Lo ck er s F3

B4 W

W om en

's Sh ow er s F6

B4 W

1/ W

M en 's

R es tro om

F3 /F

W 1/

C 1/

M en 's

Pe rs on al

L oc ke rs

F3 B4

M en

's Sh ow er s F6

B4 W

1/ W

Ja ni to ria l

F3 B1

El ec tri ca l F7

B1 W

M ec ha ni ca l F7

B1 W

M ec ha ni ca l

F7 B1

M ec ha ni ca l F7

B1 W

N um be r

R oo m N am e

Fl oo r Fi ni sh

Ba se

Fi ni sh W al ls

C ei lin g

Fi ni sh C ou nt er to p Fi ni sh

M illw or k

Fi ni sh R em ar ks N or th

Ea st

So ut h W es t

Ve st ib ul e F4

B1 W

En tra nc e Lo bb y

F3 B3

W 1/

H al lw ay F3

1/ W

Ad m in

/1 st

S gt

G ro up

C hi ef F1

B1 W

F1 B1

W or k

Ar ea

O ffi ce

F1 B1

C 1/

W or k Ar ea

O ffi ce F1

B1 W

Sq ua dr on C om m an de r F1

B1 W

O pe ra tio ns

G ro up C om m an de r F1

B1 W

Te st in g/ D eb rie fin g

F1 B1

W 1/

H al lw ay

F3 B2

St an da rd s/ Ev al ua tio ns

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C ur re nt O ps F1

Br ea k

R oo m F3

B1 W

1/ W

Lo ad m as te r

F1 B1

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Lo ad m as te r C hi ef

F1 B1

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Fl ig ht

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F1 B1

En gi ne er

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B1 W

Pi lo t D eb rie fin g/

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F1 B1

H al lw ay

F1 B1

Fl ig ht

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B1 W

O F1

B1 W

1/ W

O ps S up er vis or

F1 B1

W or k Ar ea

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1/ C

Ba se O ps /F lig ht

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F1 B2

W 1/

H al lw ay

F3 B2

M iss io n Pl an ni ng F1

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H al lw ay

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S3 M

C om m

R…

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File details come from the government source that posted it. Updated Nov 14, 2017.