B3_AMENDMENT_0004.pdf

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The Solicitation for McAllen Central Processing Center (CPC) 22K Building Renovation, Rio Grande Valley Sector at McAllen, Texas is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date 05 Feb 2016, 2:00 p.m., Central Time as previously stated.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W912G-15-B-0029

X 9B. DATED (SEE ITEM 11)

05-Jan-2016

10B. DATED (SEE ITEM 13)

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 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

27-Jan-2016

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G-15-B-0029

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Replacement Drawings: The following sections bearing the notation “AM0004” have been replaced in their entirety:

• AA-401

• AA-508

• AA-509

End of Summary of Changes

PF

M

GUARD

PLATFORM

A160

AA-402

2'

- 1

3/ 4"

1' - 4" 10' - 0" 2' - 0" 10' - 0" 1' - 4"

AA-403

A160D

A

0B

A1

C

AA-403

1'

- 4

6'

- 0

AI-202AI-202 82

AI-20212

5'

- 0

1/ 2"

2'

- 8

5'

- 9 1/

2"

5'

- 0

1/ 2"

2'

- 8

2'

- 8

3'

- 1

1/ 2"

5'

- 0

A1

A1

A

0B

4' - 1" 4' - 11" 4' - 11" 5' - 3"

TA-03

TA-02

TA-06

TA-06

TA-08

TA-05

TA-05

TA-05

TA-01

TA-05

TA-02

TA-04

TA-04

TA-07

TA-06

TY

P

1'

- 6

FEMALE VEST

A106

JANITOR

A107

MALE VEST

A108

MALE 1

A110A

FEMALE

A109

UNISEX TOILET

A111

MALE 2

A110B

RECEPTION

A116

FLOOR MOUNTED

METAL BENCHES

AI-2032

5' - 0" 3' - 2"

3'

- 6

2'

- 2

1'

- 4

2'

- 0

2'

- 0

2'

- 0

26' - 8"

9'

- 0

2' - 0"

HOLDING CELL

A134

TA-01

15' - 0"

5' - 0"

5'

- 1

A134

AA-301

HOLDING CELL

A136

3' - 8" 7' - 8" 18' - 11 1/8"

7'

- 4

15' - 0" 3' - 9"

FLOOR MOUNTED METAL BENCHES

3'

- 8

3'

- 8

3'

- 8

4' - 0" 3' - 0" 2' - 0"

1'

- 6

3'

- 4

1'

- 6

3"

1' - 1 7/8"

2 1/8" A136

1'

- 6

1'

- 6

2'

- 2

1'

- 6

2'

- 2

1'

- 6 " 7

6 6

A

7B

TPD

1-1/2" GB1-1/2" GB

SND

BOT./MIRROR

DF

WR PTD

SND

3' -0

" M

AX

- 3

'-1

1/ 2"

- 4

'-0

2' -0

3' -4

" M

AX

2' -1

0"

2' -3

9"

8" 7"

3'-0" MIN, UNO 6"

1'-6"

AC

C

ES

SI

BL

E

O N

LY

- 3

'-0

3'-6" MIN1'-0" MAX

1' -3

" M

IN

8" 2 1/

4" M

IN

1'

-0

/4

4'-6" MIN

MIR

7'

- 4

4" 5' - 3 1/2" 18' - 9 7/8" 7' - 8"

7 915

HOLDING CELL

A159

4' - 4" 20' - 0"

FLOOR MOUNTED METAL BENCHES

AI-203 1 1'

- 6

1'

- 6

0"

4'

- 8

3'

- 8

3'

- 8

1'

- 6

1'

- 6

2'

- 0

2'

- 0

2' - 0" 4' - 0"3' - 0"

1'

- 6

3'

- 4

1'

- 6

3"

EXISTING WALL

NEW WALL CONSTRUCTION

EXISTING COLUMN

FLOOR PLAN LEGEND

NEW WALL CONSTRUCTION

HOLDING CELL

A126

4' - 0" 3' - 5 1/2" 2' - 0" 17' - 1 3/4"

1'

- 6

"1

6" 1'

- 6 "1

6"

2'

- 0

2'

- 0

4'

- 8

3'

- 8

3'

- 0

8' - 1 1/2" 18' - 10 1/2"

8' - 1 1/2"

1'

- 6

3'

- 4

1'

- 6

7 1

/4"

7'

- 4

15' - 0" 3' - 5 1/4"

7 15 15

A126

A167

FLOOR MOUNTED METAL BENCHES

L

HOLDING CELL

A152

2'

- 8

2'

- 0

2'

- 2

1'

- 6

2'

- 2

1'

- 6

17' - 11" 2' - 0" 3' - 0" 4' - 0"

3'

- 8

3' - 9" 15' - 0"

FLOOR MOUNTED METAL BENCHES

A152

4'

- 0

7'

- 4

19' - 3" 7' - 8"

HOLDING CELL

A154

A165A154

FLOOR MOUNTED METAL BENCH

2'

- 0

2'

- 8

3'

- 8

3'

- 0

7'

- 4

3'

- 7

1/ 2"

17' - 7 3/8" 2' - 0" 3' - 0" 4' - 0"

3' - 9" 15' - 0"

26' - 11"

1'

- 6

1'

- 6

2'

- 0

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P lo t S ca le

P lo t D at e:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H

/4

'-0

1/

/2

5:

:2

PM

M

CA

LL

EN

, T

X M

C A

LL

E N C

EN

TR

A L

PR

O

C E

SS

I N G

C

EN

TE

R

(C

PC

R

IO

G

R

AN

D E

VA

L L

EY

S E

CT

O

R

JA

N

U

AR

Y

W

G

-1 5-

B-

Fort Worth District

B . L

AW

R

EN

C

E

S . W

EI

SS

EN

ST

EI

N

BI

LL

L

AW

R

EN

C E, R .A

C

H

IE

F

AR

C H

IT

EC

TU

R

E

AA-401

EN

LA

R G

ED

F

LO

O

R

PL

A N

S B

. T

IN

D

EL

L

PLAN

NORTH

02 4 8134

KEYPLAN

NOT IN CONTRACT

A

1/4" = 1'-0"7

ENLARGED PARTIAL FLOOR

PLAN - GUARD PLATFORM

1/4" = 1'-0"5

ENLARGED ADMINISTRATIVE

RESTROOM PLAN

1/4" = 1'-0"3

ENLARGED HOLDING CELL

PLAN (A134)

1/4" = 1'-0"4

ENLARGED HOLDING CELL

PLAN (A136)

02 4 8134

PLAN

NORTH

PLAN

NORTH

02 4 8134

02 4 8134

PLAN

NORTH

02 4 8134

PLAN

NORTH

TOILET ACCESSORY LEGEND

TA-01 GRAB BAR

TA-02 MIRROR, METAL

TA-03 PAPER TOWL DISPENSER

TA-04 SOAP DISPENSER

TA-05 TOILET PAPER DISPENSER, JUMBO

TA-06 WASTE RECEPTACLE

TA-07 MOP AND BROOM HOLDERNTS8 MOUNTING HEIGHTS

1/4" = 1'-0"6

TYP ENLARGED PROCESSED

HOLDING PLAN (A156)

PLAN

NORTH

02 4 8134

1/4" = 1'-0"1

ENLARGED HOLDING CELL

PLAN (A126)

1/4" = 1'-0"2

ENLARGED HOLDING CELL

PLAN (A152)

02 4 8134

PLAN

NORTH

1/4" = 1'-0"9

ENLARGED HOLDING CELL

PLAN (A154)

PLAN

NORTH

02 4 8134

NOTE: VERIFY LOCATIONS OF

EXISTING FLOOR DRAINS

d

AD

DE

D

DI

ME

NS

IO

N, C

LA

RI

FI

ED

W

AL

L J

OI

N

(A M0

4)

JA

N d d d d d

SL

O

PE

SKYLIGHT WIDTH

4' - 0"

SK

YL

IG

HT

L E

NG

TH

0"

METAL CRICKET AND CURB

FLASHING

METAL CURB FLASHING

TRANSLUCENT ALUMINUM

PANEL SKYLIGHT,

LOCATED AT

DEMOLISHED EXISTING

SKYLIGHT, CONTRACTOR

TO VERIFY SIZE OF

EXISTING OPENING

EXISTING STANDING SEAM

METAL ROOF

LOCATION OF EXISTING Z-

PURLIN ROOF FRAMING

BELOW, 5'-0" O.C.

CONTRACTOR TO VERIFY

EXISTING SPACING

AA-508

AA-508

AA-508

AA-508

EXISTING STRUCTURAL

STANDING SEAM METAL ROOF

TRANSLUCENT ALUMINUM

PANEL SKYLIGHT

6" METAL STUD

CURB

METAL ANGLE,

RE: STRUCTURAL DRAWINGS,

3/AS-002

EXISTING STEEL PURLIN

EXISTING PRE-ENGINEERED

METAL BUILDING FRAME

BEYOND

METAL CURB CRICKET AND FLASHING

1/2" GLASSMAT

GYP. SHEATHING

CURB FLASHING, LAP

OVER EXISTING

UNDERLAYMENT

RE: SKYLIGHT PLAN

SKYLIGHT LENGTH

FIELD CUT AND BEND

NEW OFFSET CLEAT

TRANSLUCENT ALUMINUM PANEL

SKYLIGHT ATTACHMENT TO CURB

PER MFR. RECOMMENDATIONS

LIGHT GUAGE METAL

FRAMING FOR NEW

ATTACHMENT OF

EXISTING ROOF PANEL

EXISTING METAL BUILDING

ROOF INSULATION, TERMINATE

AT NEW CONSTRUCTION.

TRANSLUCENT ALUMINUM

PANEL SKYLIGHT

8" METAL STUD

CURB

METAL ANGLE,

SEE STRUCTURAL

DRAWINGS, 3/AS-002

EXISTING STEEL PURLIN

BEYOND

1/2" GLASSMAT

GYP. SHEATHING

CURB FLASHING, LAP OVER

EXISTING ROOF

UNDERLAYMENT

EXISTING STRUCTURAL

STANDING SEAM METAL ROOF

METAL CURB FLASHING

SEALANT BEAD

RE: SKYLIGHT PLAN

SKYLIGHT WIDTH

TRANSLUCENT ALUMINUM PANEL

SKYLIGHT ATTACHMENT TO CURB PER

MFR. RECOMMENDATIONS

LIGHT GUAGE METAL FRAMING

EXISTING METAL BUILDING

ROOF INSULATION,

TERMINATE AT NEW

CONSTRUCTION.

CURB FLASHING

1/2" GLASSMAT GYP.

SHEATHING

METAL ANGLE,

SEE STRUCTURAL

DRAWINGS, 3/AS-

EXISTING

STEEL PURLIN

TRANSLUCENT

ALUMINUM PANEL

SKYLIGHT

8" METAL STUD CURB

EXISTING PRE-

ENGINEERED

METAL BUILDING

FRAME BEYOND

METAL CURB FLASHING

TRANSLUCENT ALUMINUM PANEL

SKYLIGHT ATTACHMENT TO CURB

PER MFR. RECOMMENDATIONS

Z-CLOSURE CUT TO FIT

BETWEEN EXISTING

METAL ROOF PANELS,

SET IN 2 CONT. BEADS

OF SEALANT AND

SEALED VERTICALLY

EXISTING STRUCTURAL STANDING

SEAM METAL ROOF, REATTACH TO

NEW METAL ANGLE OVER PURLIN

RE: SKYLIGHT PLAN

SKYLIGHT LENGTH

EXISTING METAL BUILDING ROOF

INSULATION, TERMINATE AT NEW

CONSTRUCTION.

METAL ANGLE,

SEE STRUCTURAL

DRAWINGS, 3/AS-

EXISTING

STEEL PURLIN

TRANSLUCENT

ALUMINUM PANEL

SKYLIGHT

8" METAL STUD CURB

EXISTING PRE-

ENGINEERED

METAL BUILDING

FRAME BEYOND

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P lo t S ca le

P lo t D at e:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H A s in di ca te d

1/

/2

5:

:2

PM

M

CA

LL

EN

, T

X M

C A

LL

E N C

EN

TR

A L

PR

O

C E

SS

I N G

C

EN

TE

R

(C

PC

R

IO

G

R

AN

D E

VA

L L

EY

S E

CT

O

R

JA

N

U

AR

Y

W

G

-1 5-

B-

Fort Worth District

B . L

AW

R

EN

C

E

S . W

EI

SS

EN

ST

EI

N

BI

LL

L

AW

R

EN

C E, R .A

C

H

IE

F

AR

C H

IT

EC

TU

R

E

AA-508

S K

YL

IG

H

T D

ET

A

IL

S

B . T

IN

D

EL

L

1/2" = 1'-0"1 SKYLIGHT PLAN

3" = 1'-0"2 SKYLIGHT DETAIL 1

3" = 1'-0"3 SKYLIGHT DETAIL 2

3" = 1'-0"4 SKYLIGHT DETAIL 3

3" = 1'-0"5 SKYLIGHT DETAIL 4

AD

DE

D

EX

IS

T.

IN

SU

LA

TI

ON

, N

OT

ES

(A M0

4)

JA

N d d d d d dd d

EXISTING STRUCTURAL

STANDING SEAM METAL ROOF

METAL CURB FLASHING

SEALANT BEAD

LIGHT GUAGE METAL FRAMING

CONTINUOUS SEALANT TAPE

BETWEEN EXISTING ROOF

PROFILE AND NEW CRICKET

CONTINUOUS SEALANT

SMOKE EXHAUST SYSTEM

FAN ASSEMBLY WITH

INTEGRAL CURB FLASHING,

RE: MECHANICAL

DRAWINGS

Z-PURLIN BEYOND

METAL CURB PER

SMOKE EXHAUST FAN

MFR.

CLEARANCE REQUIRED BY MFR.

DAMPER PER SMOKE

EXHAUST FAN MFR.

WRAP AND FASTEN

METAL CURB FLASHING

OVER EXISTING METAL

ROOF PROFILE 1'

- 0

EXISTING METAL BUILDING

ROOF INSULATION,

TERMINATE AT NEW

CONSTRUCTION.

METAL ANGLE,

SEE STRUCTURAL

DRAWINGS

EXISTING

STEEL PURLIN

EXISTING PRE-

ENGINEERED

METAL BUILDING

FRAME BEYOND

METAL CURB FLASHING

EXISTING STRUCTURAL STANDING

SEAM METAL ROOF, REATTACH TO

NEW METAL ANGLE OVER PURLIN

1'

- 0

INTEGRAL RIDGE IN

CURB FLASHING TO

MATCH EXISTING

ROOF PROFILE, TYP.

SMOKE EXHAUST

SYSTEM FAN

ASSEMBLY WITH

INTEGRAL CURB

FLASHING,

RE: MECHANICAL

DRAWINGS

CONTINUOUS

SEALANT TAPE

BETWEEN

EXISTING ROOF

PROFILE AND

NEW CRICKET

CONTINUOUS

SEALANT

EXISTING METAL BUILDING ROOF

INSULATION, TERMINATE AT NEW

CONSTRUCTION.

AA-509

AA-509

AA-509

ROOF EXHAUST FAN,

RE: MECHANICAL FOR

BASIS OF DESIGN

EXISTING METAL

BUILDING ROOF

SYSTEM

EXISTING STRUCTURAL

STANDING SEAM METAL ROOF

SMOKE EXHAUST SYSTEM

FAN ASSEMBLY WITH

INTEGRAL CURB FLASHING,

RE: MECHANICAL

DRAWINGS

METAL ANGLE,

RE: STRUCTURAL DRAWINGS

EXISTING STEEL PURLIN

EXISTING PRE-ENGINEERED

METAL BUILDING FRAME

BEYOND

METAL CRICKET AND CURBFLASHING

METAL CURB PER

SMOKE EXHAUST FAN

MFR.

LIGHT GUAGE METAL

FRAMING FOR NEW

ATTACHMENT OF

EXISTING ROOF PANEL

CONTINUOUS SEALANT TAPE

BETWEEN EXISTING ROOF

PROFILE AND NEW CRICKET

INTEGRAL RIDGE IN

CRICKET/CURB

FLASHING TO MATCH

EXISTING ROOF

PROFILE, TYP.

CONTINUOUS SEALANT

TREATED WOOD

BLOCKING PER MFR

RECOMMENDATION

1'

- 0

EXISTING METAL BUILDING ROOF

INSULATION, TERMINATE AT NEW

CONSTRUCTION.

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P lo t S ca le

P lo t D at e:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H A s in di ca te d

1/

/2

5:

:5

PM

M

CA

LL

EN

, T

X M

C A

LL

E N C

EN

TR

A L

PR

O

C E

SS

I N G

C

EN

TE

R

(C

PC

R

IO

G

R

AN

D E

VA

L L

EY

S E

CT

O

R

JA

N

U

AR

Y

W

G

-1 5-

B-

Fort Worth District

B . L

AW

R

EN

C

E

S . W

EI

SS

EN

ST

EI

N

BI

LL

L

AW

R

EN

C E, R .A

C

H

IE

F

AR

C H

IT

EC

TU

R

E

AA-509

R O

O F

DE

T A

IL

S

B . T

IN

D

EL

L

3" = 1'-0"3

ROOF EXHAUST FAN DETAIL

3" = 1'-0"2

ROOF EXHAUST FAN DETAIL

1/2" = 1'-0"4

ROOF EXHAUST FAN PLAN

DETAIL

3" = 1'-0"1

ROOF EXHAUST FAN DETAIL

AD

DE

D

EX

IS

T.

IN

SU

LA

TI

ON

, N

OT

ES

(A M0

4)

JA

N c d d d dd d d