Am-0009_W9128F-19-R-0002.pdf

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

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

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

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0009 W9128F

TACTICAL EQUIPMENT MAINTENANCE FACILITY, PN 77301 (FY19), FORT CARSON, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 30 MAY 2019 at 1400 hours

Government Point of Contact: Bill Rawe, Contract Specialist (402) 996-3722

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-19-R-0002

05/21/2019

04/03/2019

05/21/2019

Am #0009 - 1

Am #0009 - 2 (Continuation SF 30)

21 May 2019 Solicitation No. W9128F 19 R 0002

Date of Issue: 3 APR 2019 Date of Receiving Proposals: 30 MAY 2019

SUBJECT: Amendment No. 0009 to Request for Proposal Solicitation Package for Construction of TACTICAL EQUIPMENT MAINTENANCE FACILITY.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Section 03 45 00, page 19, delete paragraph 2.4.7.3 “Exposed Aggregate Finish” in its entirety and replace with the following:

“2.4.7.3 Not Used”

b. Specifications (New and/or Revised and Reissued). NONE

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.

Volume 2 of 4 – Building Package – CAB TEMF North:

(1) Sheet A-410, ENLARGED TOILET PLAN & ELEVATIONS

(2) Sheet A-417, ENLARGED AWNING PLAN

(3) Sheet A-605, DOOR DETAILS

Volume 3 of 4 – Building Package – CAB TEMF South:

(1) Sheet A-410, ENLARGED TOILET PLAN & ELEVATIONS

(2) Sheet A-417, ENLARGED AWNING PLAN

(3) Sheet A-605, DOOR DETAILS

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 30 MAY 2019.

Attachments:

Drawings listed in 1.c., above

Am #0009 - 3 (Continuation SF 30)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

21 MAY 2019

nep/2160

This page was intentionally left blank for duplex printing.

10 11

D

A-410

A-410

WOMEN

MEN

JAN.

PTDWR EHD

SD

TTD

SCD

TTD

SCD

TTD

SCD

GB-1

GB-2

PTDWR

EHD

SD

URS TTD

SCD

TTD

SCD

GB-1

GB-2

ACH

CHCH

ACHCH

5' - 1 1/4"3' - 1"2' - 7"1' - 9 1/2" 9' - 5 1/4" 2' - 6" 5' - 10 1/2"5' - 10" 4' - 11"

3'

3/

4" 5'

5"

1'

4" 5'

1"

3'

3/

4"

6'

1/

4" 6'

3/ 4"

6'

1/

2" 10' - 9"

10' - 9" 6' - 8" 2' - 6" 5' - 5 1/2" 3' - 0" 3' - 1" 5' - 1 1/4"

4C

4C

4B

4B

4B

4B

4B

SD

SD

SD

SD

2 TTD

SCD

D.6

D.3

10.5

SND SND7

MH7

TOILET ACCESSORY LEGEND:

(GR-1) GRAB BAR 42" LONG

(GR-2) GRAB BAR 36" LONG

(GR-3) ABA SHOWER GRAB BAR

(GR-4) GRAB BAR 18" LONG VERTICAL

(SD) SOAP DISPENSER

(TP) TOILET PARTITION

(URS) URINAL SCREEN

(B) BENCH

(CH) COAT HOOK

(ACH) ACCESSIBLE COAT HOOK

(SCD) SEAT COVER DISPENSER

3'

0" 6'

0"

18" X 36" PORCELAIN TILE - PT1

3'

0" 6'

0"

18" X 36" PORCELAIN TILE - PT1

TP

18" X 36 PORCELAIN TILE - PT1

6'

0" 3'

0"

EHD

PTDWR

MG

SD

URS

TP TP

18" X 36" PORCELAIN TILE - PT2

3'

0" 6'

0"

18" X 36" PORCELAIN TILE - PT1

6'

0" 3'

0"

TPURS

18" X 36" PORCELAIN TILE - PT1

18" X 36 PORCELAIN TILE - PT1

6'

0" 3'

0"

18" X 36" PORCELAIN TILE - PT1

3'

0" 6'

0"

MG

SD

18" X 36" PORCELAIN TILE - PT1

5'

3'

1"

EHD PTDWR

18" X 36" PORCELAIN TILE - PT2

ENLARGED PLAN NOTES:

1.SEE A-320 FOR WALL TYPE DETAILS

2. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE

LOCATED 4" AWAY FROM ADJACENT PERPENDICULAR WALLS UNLESS

INDICATED OTHERWISE.

3. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION UNLESS NOTED OTHERWISE.

4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL

STUDS AND FACE OF PRECAST WALLS.

5. ROOM FINISH SCHEDULES MAY BE FOUND ON SHEET A-601.

6. DOOR SCHEDULES MAY BE FOUND ON SHEET A-603.

7. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE

RATED WALLS AND PARTITIONS.

US Army Corps of Engineers ®

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-4 0-

A.

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AR

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R

1/4" = 1'-0"A-410

1 ENLARGED TOILET PLAN - 2ND FLOOR

1/4" = 1'-0"A-410

3 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

4 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

5 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

6 ELEVATION - TOILET ROOM 216

1/4" = 1'-0"A-410

7 ELEVATION - TOILET ROOM 216

1/4" = 1'-0"A-410

8 ELEVATION - TOILET ROOM 216

1/4" = 1'-0"A-410

9 ELEVATION - TOILET ROOM 216

PLAN NORTH0 10' 20' 40'

1/4" = 1'-0"A-410

2 ELEVATION - TOILET ROOM 214

M

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/0 3/

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/2 1/

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9 109.4 10.5

76' - 1 1/2"

"1

1/2" / 1'-0"

A-417

1/2" / 1'-0"

31' - 11 1/2"

12' - 0"

5'

0"

1 3

1/2" / 1'-0"

A-417

G

AWNING - H

114' - 0"

A-417

A-417

A-417

H

AWNING - L

108' - 6"

A-417

A-417

A-417

SEE PLAN

2 6

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

GENERAL AWNING NOTES:

1. ALL DIMENSIONS ARE NOMINAL, U.N.O.

2. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE

SMACNA GUIDELINES.

3. ALL FINISHES TO BE FACTORY PRE-FINISHED.

4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION

AND INSTALLATION OF ASSEMBLIES.

6. SLOPE DECKING TO J CHANNEL FASCIA.

7. SLOPE J CHANNEL FASCIA TO DOWNSPOUTS.

8. CALCULATE J CHANNEL AND DOWNSPOUT SIZE IAW THE SMACNA.

US Army Corps of Engineers ®

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/0 3/

AM

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/2 1/

1/4" = 1'-0"A-417

1 ENLARGED AWNING PLAN

1/4" = 1'-0"A-417

2 ENLARGED AWNING PLAN

_KEYNOTE LEGEND TEMF

VALUE TEXT

1 MTL. DECK @ AWNING, GALVALUME FINISH (TYP.)

2 ALUM. J CHANNEL FASCIA, (TYP.) - COLOR: FS10059

3 AWNING SUPPORT, (TYP.) - SEE STRUCTURAL

4 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260

5 ALUM. DOWNSPOUT, (TYP.) - COLOR: FS10059

1/2" = 1'-0"A-417

3 AWNING SECTION

1/2" = 1'-0"A-417

4 AWNING SECTION

1 1/2" = 1'-0"A-417

6 AWNING/CANOPY FRAMING SECTION

4' 8'0 2'

2' 4'1'0

1' 2'0 6"

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA VAULT

DOOR

PE

R

M

AN

U

FR

O

PN

G H

EI

G

H T

7' -0

" C

LE

AR

SCHED.

SEE

DAY

GATE

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA

VAULT DOOR

PER MANUFR.

SC

H

ED

SE

E

DAY GATE

OPNG

CLEAR

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA

VAULT DOOR

SPECS.

SEE MANUFR.

SC

H

ED

SE

E

X10 LOCK SYSTEM

DAY GATE

OPNG

CLEAR

B.O. STEEL

EL = 117'-6"

U.N.O.

TRANSLUCENT PANEL CLEARSTORY

PRECAST BEYOND

ANGLE, SEE STRUCT.

TRANSLUCENT PANEL

BI-FOLD FRAME

8"

PRECAST CONCRETE PANEL

BACKER ROD AND

SEALANT, BOTH SIDES

BI-FOLD FRAME

TRANSLUCENT PANEL

3"

FIN FLOOR

EL = 100'-0"

IMPACT RESISTANT TRANSLUCENT

PANEL

ANGLE

BI-FOLD DOOR FRAME

BOTTOM RUBBER SILL

CONC. SLAB, SLOPE TO

TRENCH DRAIN

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL DOOR FRAME

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

JAMB ANCHORS

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL WRAP-AROUND

DRYWALL DOOR FRAME

STL FRAME

DOOR AS SCHEDULED

FINISH FLOOR AS

SCHEDULED - BOTH SIDES

FLOORING TRANSITION OR THRESHOLD AS

SCHEDULED- SET IN SEALANT - USE TRANSITION

COMPATIBLE W/ FLOOR FINISHES SCHEDULED

SILL SWEEP WHERE SCHEDULED

SEE NOTES

CONC SLAB CONDITION

VARIES - SEE "S" SHEETS

M

FR

IN

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AM

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/2 1/

3" = 1'-0"A-605

A DETAIL - HEAD

3" = 1'-0"A-605

B DETAIL - HINGE JAMB

3" = 1'-0"A-605

C DETAIL - STRIKE JAMB

3" = 1'-0"A-605

D BI-FOLD HEAD

3" = 1'-0"A-605

E BI-FOLD JAMB

3" = 1'-0"A-605

F BI-FOLD SILL

3" = 1'-0"A-605

G HEAD DETAIL

3" = 1'-0"A-605

H JAMB DETAIL

3" = 1'-0"A-605

J SILL DETAIL 0 3" 6" 9" 12"

D.3

10 10.5

A-410

9 7 MEN

WOMEN

A-410

5 4

JAN.

10' - 9"

6'

8" 6'

1/ 4"

6'

1/

4"

4B 4B

4B 4B

PTDWR

EHD

10' - 9" 6' - 8 3/4" 2' - 6" 5' - 10" 2' - 7" 3' - 1" 5' - 1"

3'

1/

4" 5'

1/ 2"

1'

4" 5'

1/ 2"

3'

1/

4"

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

PTDWR

EHD

SD SD SD

SDSDSD

4B

10' - 4 1/4" 6' - 8 3/4" 2' - 6" 5' - 4" 3' - 1" 3' - 1" 5' - 1"

URS

CH

ACH

CH CH CH

ACH

TDD TDD

GB-2 SCD

GB-1

SCD

SCD SCD SCD

TDDTDDTDD TDD

GB-2 SCD

GB-1

4C

4C

SND SND7

MH

TOILET ACCESSORY LEGEND:

(GR-1) GRAB BAR 42" LONG

(GR-2) GRAB BAR 36" LONG

(GR-3) ABA SHOWER GRAB BAR

(GR-4) GRAB BAR 18" LONG VERTICAL

(SD) SOAP DISPENSER

(TP) TOILET PARTITION

(URS) URINAL SCREEN

(B) BENCH

(CH) COAT HOOK

(ACH) ACCESSIBLE COAT HOOK

(SCD) SEAT COVER DISPENSER

EHD

PTDWR

MG

SD

URS

TPTP

6'

0" 3'

0"

18" X 36" PORCELAIN TILE - PT2 18" X 36" PORCELAIN TILE - PT1

18" X 36" PORCELAIN TILE - PT1

3'

0" 6'

0"

3'

6" 5'

6"

18" X 36" PORCELAIN TILE - PT1

URSTP

18" X 36" PORCELAIN TILE - PT1

3'

0" 6'

0"

18" X 36" PORCELAIN TILE - PT1

6'

0" 3'

0"

18" X 36" PORCELAIN TILE - PT1

3'

0" 6'

0"

MG

SD

18"X 36" PORCELAIN TILE - PT218" X 36" PORCELAIN TILE - PT1

6'

0"

TP TP TP TP

3'

0" 6'

0"

ENLARGED PLAN NOTES:

1.SEE A-320 FOR WALL TYPE DETAILS

2. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE

LOCATED 4" AWAY FROM ADJACENT PERPENDICULAR WALLS UNLESS

INDICATED OTHERWISE.

3. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION UNLESS NOTED OTHERWISE.

4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL

STUDS AND FACE OF PRECAST WALLS.

5. ROOM FINISH SCHEDULES MAY BE FOUND ON SHEET A-601.

6. DOOR SCHEDULES MAY BE FOUND ON SHEET A-603.

7. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND

SMOKE RATED WALLS AND PARTITIONS.

US Army Corps of Engineers ®

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D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

A-410

EN

LA

R G

ED

T

O

IL

E T P

LA

N

E

LE

VA

T I O

N S

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O

TA

C T I

C

AL

E Q

U

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M

EN

T M

AI

N

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N

AN

C

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FA

C

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IT

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S

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B U

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D

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A H A

D

IS

T R

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AP

IT

O L

AV

E

O M

A H A, N E

6 8

A.

P

AR

KE

R

A.

P

AR

KE

R

B.

G

O R

U P

/2

5/

W

F-

-R

-0

F2

-4 0-

A.

P

AR

KE

R

1/4" = 1'-0"A-410

1 ENLARGED TOILET PLAN - 2ND FLOOR

PLAN NORTH0 10' 20' 40'

M

AR

K D

ES

C

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IP

TI

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/1 0/

AM

G

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S

/2 1/

1/4" = 1'-0"A-410

6 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

9 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

8 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

7 ELEVATION - TOILET ROOM 214

1/4" = 1'-0"A-410

3 ELEVATION - TOILET ROOM 212

1/4" = 1'-0"A-410

5 ELEVATION - TOILET ROOM 212

1/4" = 1'-0"A-410

2 ELEVATION - TOILET ROOM 212

1/4" = 1'-0"A-410

4 ELEVATION - TOILET ROOM 212

SEE PLAN

5 6

G

9 9.4 10 10.5

1/2" / 1'-0"

A-417

1/2" / 1'-0"14

76' - 0"

31' - 11 1/2"

AWNING - H

114' - 0"

G

A-417

OPP

A-417

OPP

A-417

OPP

G

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

A-417

12' - 0"

5'

0"

AWNING - L

108' - 6"

HH

A-417

OPP

A-417

OPP

A-417

OPP

GENERAL AWNING NOTES:

1. ALL DIMENSIONS ARE NOMINAL, U.N.O.

2. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE

SMACNA GUIDELINES.

3. ALL FINISHES TO BE FACTORY PRE-FINISHED.

4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION

AND INSTALLATION OF ASSEMBLIES.

6. SLOPE DECKING TO J CHANNEL FASCIA.

7. SLOPE J CHANNEL FASCIA TO DOWNSPOUTS.

8. CALCULATE J CHANNEL AND DOWNSPOUT SIZE IAW THE SMACNA.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

A W N

B Y:

D

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B

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SU

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FI

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1 2 3 4 5

D

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A

A-417

EN

LA

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A

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FO

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SO

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EN

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FA

C

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IT

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B U

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O M

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IS

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AV

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A H A, N E

6 8

A.

P

AR

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A.

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AR

KE

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B.

G

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5/

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F-

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F2

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A.

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M

AR

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C

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IP

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/1 2/

AM

G

EN

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AL

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EV

IS

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/0 3/

AM

G

EN

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R

EV

IS

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/1 0/

AM

G

EN

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IS

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/1 7/

AM

G

EN

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AL

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EV

IS

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N

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/2 1/

1 1/2" = 1'-0"A-417

6 AWNING/CANOPY FRAMING SECTION

1/4" = 1'-0"A-417

1 ENLARGED AWNING PLAN

1/2" = 1'-0"A-417

3 AWNING SECTION

_KEYNOTE LEGEND TEMF

VALUE TEXT

1 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260

2 AWNING SUPPORT, (TYP.) - SEE STRUCTURAL

3 MTL. DECK @ AWNING, GALVALUME FINISH (TYP.)

4 ALUM. DOWNSPOUT, (TYP.) - COLOR: FS10059

5 ALUM. J CHANNEL FASCIA, (TYP.) - COLOR: FS10059

1/4" = 1'-0"A-417

2 ENLARGED AWNING PLAN

1/2" = 1'-0"A-417

4 AWNING SECTION

4' 8'0 2'

2' 4'1'0

1' 2'0 6"

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA VAULT

DOOR

PE

R

M

AN

U

FR

O

PN

G H

EI

G

H T

7' -0

" C

LE

AR

SCHED.

SEE

DAY

GATE

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA

VAULT DOOR

PER MANUFR.

SC

H

ED

SE

E

DAY GATE

OPNG

CLEAR

PRE-CAST CONC.

WALL, SEE STRUCT.

CLASS V, GSA

VAULT DOOR

SPECS.

SEE MANUFR.

SC

H

ED

SE

E

X10 LOCK SYSTEM

DAY GATE

OPNG

CLEAR

PRECAST CONCRETE PANEL

BACKER ROD AND

SEALANT, BOTH SIDES

BI-FOLD FRAME

TRANSLUCENT PANEL

3"

FIN FLOOR

EL = 100'-0"

IMPACT RESISTANT TRANSLUCENT

PANEL

ANGLE

BI-FOLD DOOR FRAME

BOTTOM RUBBER SILL

CONC. SLAB, SLOPE TO

TRENCH DRAIN

B.O. STEEL

EL = 117'-6"

U.N.O.

TRANSLUCENT PANEL CLEARSTORY

PRECAST BEYOND

AMG;E, SEE STRUCT.

TRANSLUCENT PANEL

BI-FOLD FRAME

8"

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL WRAP-AROUND

DRYWALL DOOR FRAME

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

JAMB ANCHORS

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL WRAP-AROUND

DRYWALL DOOR FRAME

STL FRAME

DOOR AS SCHEDULED

FINISH FLOOR AS

SCHEDULED - BOTH SIDES

FLOORING TRANSITION OR THRESHOLD AS

SCHEDULED- SET IN SEALANT - USE TRANSITION

COMPATIBLE W/ FLOOR FINISHES SCHEDULED

SILL SWEEP WHERE SCHEDULED

SEE NOTES

CONC SLAB CONDITION

VARIES - SEE "S" SHEETS

M

FR

IN

ST

R U

C

TI

O N

S R

O P

ER

F

R

AM

E

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

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G

IN

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D R

A W N

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D

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B

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SU

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SI

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1 2 3 4 5

D

C

B

A

A-605

D O

O R

D

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AI

LS

FO

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C T I

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C

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IT

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B U

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6 8

A.

P

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A.

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AR

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F-

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A.

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AR

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/2 1/

3" = 1'-0"A-605

A DETAIL - HEAD

3" = 1'-0"A-605

B DETAIL - HINGE JAMB

3" = 1'-0"A-605

C DETAIL - STRIKE JAMB

3" = 1'-0"A-605

E BI-FOLD JAMB

3" = 1'-0"A-605

F BI-FOLD SILL

3" = 1'-0"A-605

D BI-FOLD HEAD

3" = 1'-0"A-605

G HEAD DETAIL

3" = 1'-0"A-605

H JAMB DETAIL

3" = 1'-0"A-605

J SILL DETAIL

0 3" 6" 9" 12"