B3_IFB_(AM02)_18B0035.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)

30-105-04EXCEPTION 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 Renovation Building 56, Fort Sam Houston, San Antonio, Texas is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 11 September 2018 at 2:00 PM Central Time.

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 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 9A. AMENDMENT OF SOLICITATION NO.

W9126G18B0035

X 9B. DATED (SEE ITEM 11)

23-Aug-2018

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

August 27, 2018

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 CODECODE

EMAIL:TEL:

W9126G18B0035

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Commissioning Authority as required in section 01 35 13.03 44 is not required on this project.

CHANGES TO THE SPECIFICATIONS

1. FURNITURE, FIXTURES AND EQUIPMENT: A FF&E document has been added to the solicitation, bearing the notation W9126G18B0035-0002.

2. Replacement Sections - Replace the following sections with the accompanying new sections of the same number and title, bearing the notation W9126G18B0035-0002.

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

CHANGES TO THE DRAWINGS

3. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, bearing the notation W9126G18B0035-0002.

S-001 STRUCTURAL GENERAL NOTES

End of Summary of Changes

US Army Corps of Engineers

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Renovate Building 56

Fort Sam Houston, TX

A-E Contract No:

W9126G-11-D-0034, TASK ORDER 0036, MOD 02

FURNITURE, FIXTURES AND

EQUIPMENT

FF&E

Issued For Construction

W9126G18B0035-0002

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

TABLE OF CONTENTS

1. FURNITURE, FIXTURES AND EQUIPMENT

FINISHES

1. Design Narrative

2. Point of Contact List

3. Furniture Cost Estimate

4. Interior Renderings and Order

Information

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Design Narrative

The project design intent is to follow the Task Order Statement of Work program and building design concept. The team will focus on creating an atmosphere that is environmentally-friendly and ergonomic. The design intent for the furniture layout gives the space adaptability and flexibility to accommodate change over time.

The selection of interior finishes address the functionality of the space and enhance the aesthetic design intent. Colors, finishes and accessories have been selected to contribute to the health and sense of well-being of the building users and to create an identity for the building, while also addressing considerations for durability and life-cycle costs.

Furniture was provided for its functionality, ergonomics, durability and aesthetic features. The systems furniture combines a fence wall (power & data), work surface, personal/file pedestals, privacy panels, triple monitor arm, and CPU holders to create a custom work space. Consideration was given to the chairs by selecting seating for the expected duration of occupancy by one person. Seating that will require at least eight hours occupancy will have fully adjustable seating with multi-directional moving arms that will allow for comfortable seating and also allows full adjustability and movement. All chairs shall have hard wheeled casters to complement the carpeting floor finishes.

The interior design project goal is to provide a well-designed, sustainable, and comfortable environment that enables the users to perform at their best. We recognize the commitment of establishing good sustainable goals early in the stages of programming and design and then carrying these goals forward through the means and methods of construction. Through the selection of appropriate interior material and construction practice these goals can be achieved.

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Point of Contact List

Architect Exp Federal, Inc.

205 N. Michigan Avenue Suite 3800 Chicago, Illinois 60601 Telephone: 312-616-6192 Paul Zinni, AIA, NCARB, NCIDQ, LEED®AP Paul.Zinni@expfederal.com

Interior Designer Exp. Federal 205 N. Michigan Ave Suite 3800 Chicago, IL 60601 Telephone: 312.616.6192 Paul Zinni, AIA, NCARB, NCIDQ, LEED®AP Paul.Zinni@expfederal.com

Furniture Manufacturer Knoll 222 Merchandise Mart, Floor 11 Chicago, IL 60654 Kim Richey Telephone: 602.304.0100 Tucson Account Manager krichey@cisinphx.com

W9126G18B0035-0002 mailto:Paul.Zinni@expfederal.com mailto:Paul.Zinni@expfederal.com mailto:krichey@cisinphx.com

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

*Estimate based on GSA Pricing

Furniture Cost Estimate

Code Description Qty GSA Cost Per Unit GSA Extended Cost

Private Offices

PO1 PRIVATE OFFICE 6 $4,478.40 $ 26,870.40

Workstations

WS1 (2) 60"W x 24"D WORKSTATIONS 6 $ 7,070.80 $ 42,424.80

WS2 (4) 60"W x 24"D WORKSTATIONS 5 $ 10,921.90 $ 54,609.50

WS3 COLLABORATION WORK TABLE 3 $ 6,713.60 $ 20,140.80

Seating

CH1 TASK CHAIRS 60 $ 711.00 $ 42,660.00

CH2 GUEST CHAIRS 12 $ 588.00 $ 7,056.00

CH3 CAFÉ CHAIR 4 $ 223.50 $ 894.00

Tables

TA1 CAFÉ TABLE 1 $ 671.00 $ 671.00

TA2 CONFERENCE ROOM TABLE 1 $ 982.00 $ 982.00

Equipment

A1 SIDE-BY-SIDE REFRIGERATOR 1 $ 2,544.42 $ 2,544.42

A2 MICROWAVE OVEN 1 $ 577.01 $ 577.01

A3 COFFEE MACHINE 1 $ 779.88 $ 779.88

Total Furnishings

All Furnishings Sub Total $ 200,209.81

Estimated Frieght/Delivery/Installation $ 40,041.96

Power/Communication Hook-Up $ 50,052.45

Grand Total $ 290,304.22

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Basis of design using KNOLL Systems and Products

PO1

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

PO1

ITEM Number Description Amount Unit GSA

Total GSA Cost

RDSP7230J(A)(F)1(M)(H)(L)(64

4D)(613)(613)

REFF PROFILES SINGLE PEDESTAL

CANTILEVERED DESK, 27 3/4"H

OVERALL; PEDESTAL ON RIGHT HAND

SIDE; 72"W x 30"D; STANDARD

CORNER GROMMET LOCATION;

METAL INTERIOR; OUTLINE PULL;

VENEER FINISH: DOVE GREY 645D;

PAINT: MEDIUM GREY SMOOTH 115;

LOCKS: MATTE SILVER 1 $1,227.20 $1,227.20

RRSP4224K(A)(F)1(M)(H)(L)(64

4D)(613)(613)

SINGLE PEDESTAL RETURN, 24"D; 27

3/4"H OVERALL; PEDESTAL ON LEFT

HAND SIDE; 42"W x 24"D; STANDARD

CORNER GROMMET LOCATION;

METAL INTERIOR; OUTLINE PULL;

VENEER FINISH: DOVE GREY 645D;

PAINT: MEDIUM GREY SMOOTH 115;

LOCKS: MATTE SILVER 1 $889.60 $889.60

3 ROAH72T0(1)-(H)(L)(644D)

OVERHEAD, 26 1/2 PLANNING

OVERDESK UNIT, USE W/ 1 1/4"

WORKSURFACES; HINGE DOOR; 72"W

X 15"D x 44 1/4"H; 2 LOCKS (MATTE

SILVER); 4 DOORS; VENEER FINISH;

OUTLINE PULL

VENEER FINISH: DOVE GREY 645D;

PAINT: MEDIUM GREY SMOOTH 115;

FABRIC: CIRCUIT IN COIL

W17545;LOCKS: MATTE SILVER 1 $1,453.20 $1,453.20

4 RDTGB(111)

DESKTOP GROMMET FOR 1 1/4" THICK

TOP; JET BLACK 2 $14.80 $29.60

5 LED 2 IN 37 I

ANTENNA LED LIGHT SERIES:

HIGHWIRE INTERNATIONAL; 37"

UNDERCABINET LED LIGHT W/ POWER

SOURCE 1 $218.40 $218.40

6 LED PIR UNIVERSAL OCCUPANCY SENSOR 1 $41.60 $41.60

7 XYZ MA D CLMP K (111)

SAPPER XYZ MONITOR ARM SERIES

EASY ORDER DUAL SAPPER XYZ ARM

KIT

COLOR: JET BLACK 1 $331.60 $331.60

8 OA-CPU2-SLNG

ADJUSTABLE SLING CPU HOLDER, 16"

TRACK 2 $143.60 $287.20

TOTAL $4,478.40

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Basis of design using KNOLL Systems and Products

WS1

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

WS1 ITEM NUMBER DESCRIPTION Amount Unit GSA Total GSA Cost

1 YT6024L

ANTENNA TOPS, 24"D x

60"W RECTANGULAR

LAMINATE WORKSURFACE

W/ GROMMETS

TOP FINISH: FOLKSTONE

GREY 114

EDGE FINISH: FOLKSTONE

GREY

2 $181.00 $362.00

2 YELD24

ANTENNA DESK HEIGHT

END LEGS FOR 24"D TOP;

21"D x 1"W x 27"H

LEG PAINT FINISH:

MEDIUM GREY

CRADLE PAINT FINISH:

MEDIUM GREY 4 $162.50 $650.00

3 YPSI1424F

ANTENNA INTERMEDIATE

SCREENS, FABRIC, FOR

42"H HORIZON; FULL

DEPTH INTERMEDIATE

SCREEN; 1 1/4"W x 24"D x 14"H

FABRIC: CIRCUIT IN COIL

W17545 1 $316.50 $316.50

4 OA-CPU2-SLNG

ADJUSTABLE SLING CPU

HOLDER, 16" TRACK 6 $143.60 $861.60

5 APF 1860

CURRENTS FENCH FRAME

60"W x 5"D x 20 1/2"H 2 $322.50 $645.00

6 AX1LEG6()

CURRENTS FENCE FRAME

LEG W/ GLIDE; 6"H 4 $41.50 $166.00

7 AX1 FF() STABILIZER FEET (SET OF 2) 2 $64.50 $129.00

8 APTA 60()

CURRENTS CROWN

COVERS, COMPACT (PAIR)

INTEGRAL COLOR; 60"W x 5"D 2 $39.00 $78.00

9 YPSF1760F

FENCE SCREENS, FABRIC

FOR 25"H FENCE FRAME,

42"H HORIZON; 60"W x 1 1/4"D x 17"H 2 $414.00 $828.00

10 APR 60 () ()

CURRENTS FENCE

RACEWAY COVERS (PAIR)

W/ OUTLETS; 60"W 2 $22.40 $44.80

11 APC OC ()

9"H x 12"W ACCESS

OUTLETS COVER

FINISH: 4 $17.00 $68.00

12 AR O OUTLET FILLERS (SET OF 10) 1 $19.50 $19.50

13 APC 0948 F ()

9" H x 48"W UPHOLSTERED

WALL COVERS

FABRIC: 2 $58.00 $116.00

14 APC 0960 C ()

9"H x 60"WCABLE TRAY

COVERS

FINISH: 2 $93.50 $187.00

15 YSMPDF18(L)L

ANTENNA MOBILE

PERSONAL/FILE PEDESTAL,

FULL TOP; LAMINATE

FRONT; 18"D x 15"W x 22"H

LAMINATE: FOLKSTONE

GREY ; PAINT: FOLKSTONE

GREY SMOOTH 2 $674.50 $1,349.00

16 YAPTN

PENCIL TRAY, BLACK

FINISH; 13 1/4" x 5 7/8" x 7/8" 4 $22.00 $88.00

17 OA-CPU2-SLNG

ADJUSTABLE SLING CPU

HOLDER, 16" TRACK 2 $287.20 $574.40

18 SAP MA 3 CLMP K 111

SAPPER TRIPLE MONITOR

ARM, TWO-PIECE TABLE

CLAMP

FINISH: BLACK 2 $294.00 $588.00

TOTAL $7,070.80

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Basis of design using KNOLL Systems and Products

WS2

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

WS2 ITEM NUMBER DESCRIPTION Amount Unit GSA Total GSA Cost

1 YT6024L

ANTENNA TOPS, 24"D x

60"W RECTANGULAR

LAMINATE WORKSURFACE

W/ GROMMETS

TOP FINISH: FOLKSTONE

GREY 114

EDGE FINISH: FOLKSTONE

GREY

4 $181.00 $724.00

2 YELD24

ANTENNA DESK HEIGHT

END LEGS FOR 24"D TOP;

21"D x 1"W x 27"H

LEG PAINT FINISH: MEDIUM

GREY

CRADLE PAINT FINISH:

MEDIUM GREY 8 $162.50 $1,300.00

3 YPSI1424F

ANTENNA INTERMEDIATE

SCREENS, FABRIC, FOR 42"H

HORIZON; FULL DEPTH

INTERMEDIATE SCREEN; 1

1/4"W x 24"D x 14"H

FABRIC: CIRCUIT IN COIL

W17545 2 $316.50 $633.00

4 OA-CPU2-SLNG

ADJUSTABLE SLING CPU

HOLDER, 16" TRACK 12 $143.60 $1,723.20

5 APF 1860

CURRENTS FENCH FRAME

60"W x 5"D x 20 1/2"H 2 $322.50 $645.00

6 AX1LEG6()

CURRENTS FENCE FRAME

LEG W/ GLIDE; 6"H 4 $41.50 $166.00

7 AX1 FF() STABILIZER FEET (SET OF 2) 2 $64.50 $129.00

8 APTA 60()

CURRENTS CROWN

COVERS, COMPACT (PAIR)

INTEGRAL COLOR; 60"W x 5"D 2 $39.00 $78.00

9 YPSF1760F

FENCE SCREENS, FABRIC

FOR 25"H FENCE FRAME,

42"H HORIZON; 60"W x 1 1/4"D x 17"H

FABRIC: CIRCUIT IN COIL

W17545 2 $414.00 $828.00

10 APR 60 () ()

CURRENTS FENCE

RACEWAY COVERS (PAIR)

W/ OUTLETS; 60"W 2 $28.00 $56.00

11 APC OC ()

9"H x 12"W ACCESS

OUTLETS COVER

FINISH: FOLKSTONE GREY 4 $17.00 $68.00

12 AR O OUTLET FILLERS (SET OF 10) 1 $19.50 $19.50

13 APC 0948 F ()

9" H x 48"W UPHOLSTERED

WALL COVERS

FABRIC: CIRCUIT IN COIL

W17545 2 $58.00 $116.00

14 APC 0960 C ()

9"H x 60"WCABLE TRAY

COVERS

FINISH: 2 $93.50 $187.00

15 YSMPDF18(L)L

ANTENNA MOBILE

PERSONAL/FILE PEDESTAL,

FULL TOP; LAMINATE

FRONT; 18"D x 15"W x 22"H

LAMINATE: FOLKSTONE

GREY; PAINT: FOLKSTONE

GREY 4 $674.50 $2,698.00

16 YAPTN

PENCIL TRAY, BLACK FINISH;

13 1/4" x 5 7/8" x 7/8" 4 $22.00 $88.00

17 OA-CPU2-SLNG

ADJUSTABLE SLING CPU

HOLDER, 16" TRACK 2 $143.60 $287.20

18 SAP MA 3 CLMP K 111

SAPPER TRIPLE MONITOR

ARM, TWO-PIECE TABLE

CLAMP

FINISH: BLACK 4 $294.00 $1,176.00

TOTAL $10,921.90

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Basis of design using KNOLL Systems and Products

WS3

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

WS3 ITEM NUMBER DESCRIPTION Amount Unit Cost Total Cost

1 YELDD50

Antenna Desk Height End Leg for Dual Big Tables; For 24"D Dual Sided Big Table; 50 1/2"D x 1"W x 27"H

PAINT: MEDIUM GREY 6 $ 234.00 $ 1,404.00

2 YT4224

Antenna Tops, 24"D Rectangular;

42"W x 24"D x 1 1/4" TH Laminate: FOLKSTONE GREY 114 Edgeband: FOLKSTONE GREY 6 $ 133.60 $ 801.60

3 YBRS39

Starter Rails w/o End Caps, For Use w/ Antenna Tops w/ Two Extension Tops (Pair); For 42"W Desk; 39" x 1" x 1" Paint: MEDIUM GREY 1 $ 54.40 $ 54.40

4 YBRE42

Extended Rails (pair), For 42"W Desk;

42"W x 1"D x 1"H Paint: MEDIUM GREY 2 $ 45.20 $ 90.40

5 YCBT42

Center Beam (Drilled for T-Light Cable), For 42"W Big Table Top; 42"W x 3"D x 3 1/4"H 3 $ 121.60 $ 364.80

6 YCBPE

Center Beam End Caps (Full Height Shown), Partial Height For Use w/ Extension Top or Cabinets 2 $ 13.00 $ 26.00

7 YR1EDPI 2+2 Modular Base Infeed 1 $ 85.20 $ 85.20

8 YR1CP

Covers for Exposed End of Power Harness (Package of 10) 1 $ 78.80 $ 78.80

9 YRCE Raceway End Cap (Package of 2) 1 $ 7.20 $ 7.20

10 YR1C18D

Raceway Covers (pair), For 12"W Power Harness, Outlets b/ Sides 3 $ 42.00 $ 126.00

11 YRPHE12

Power Harness; 2+2, (2) Duplex Outlets per Side; 12"W x 2"D x 2"H 3 $ 77.20 $ 231.60

12 YRPHA30

Power Harness Mounting Brackets for Desks, For Desk Mounted 12"W Power Harness and Communications Mounting Box 3 $ 39.20 $ 117.60

13 YR1CMB Communications Mounting Box 1 $ 17.20 $ 17.20

14 YR1DA Duplex Receptacles, Circuit A, Black 3 $ 44.00 $ 132.00

15 YR1DB Duplex Receptacles, Circuit B, Black 3 $ 44.00 $ 132.00

16 YR1DX Duplex Receptacles, Circuit X, Black 3 $ 44.00 $ 132.00

17 YR1DY Duplex Receptacles, Circuit Y, Black 3 $ 44.00 $ 132.00

18 YROF Outlet Fillers (Package of 10) 1 $ 38.00 $ 38.00

19 YR1CB3912B

Upper Cable Baskets (39" x 12" w/ 4"H Mount) 3 $ 66.80 $ 200.40

20 YR1CBC66

Antenna Wire Basket Cover (Pair), Attaches to both Lower and Upper Cable Basket of the same depth;

66"W x 1/12"D x 3 3/4"H 1 $ 86.40 $ 86.40

21 YR1CBE12

Antenna Wire Basket End Cap (Pair);

12"D x 1 1/8"W x 3 3/4"H 1 $ 62.80 $ 62.80

22 YR1VWM323

Vertical Infeed/Wire Manager, For Desk Height Table 1 $ 164.40 $ 164.40

24 YSMPDF18(L)L

ANTENNA MOBILE PERSONAL/FILE

PEDESTAL, FULL TOP; LAMINATE

FRONT; 18"D x 15"W x 22"H

LAMINATE: FOLKSTONE GREY 114;

PAINT: FOLKSTONE GREY 4 $ 1,349.00 $ 2,158.40

25 YAPTN

PENCIL TRAY, BLACK FINISH; 13 1/4" x 5 7/8" x 7/8" 4 $ 44.00 $ 70.40

Total $6,713.60

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Task Chair

Item Number: CH1

Manufacturer: Knoll

Style Name/Number: Generation 11-1-HP-2-S-X-HC-DK-04-USF-GENU06

Description: Frameless flex back w/ multidimensional movement and continuous lumbar support, high performance arms, and a flex seat that offers 270 degrees of unobstructed seat edge flex & 3” of seat depth adjustment, and dynamic suspension;

hard casters; 28.5”W x 26”D (excluding base) x 39.25-44.5”H x 16.5-21.75”SH x

22.75-32.5” Arm Height

Finishes: Base: Polished Aluminum; Frame: Light; Casters: Hard Wheel; Back Net:

Espresso; Seat: Espresso

SEATING

Quantity 60

Price per unit $711.00

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Guest Chair

Item Number: CH2

Manufacturer: Knoll

Style Name/Number: Krusin Arm Chair / MK01A-J-K1925/14

Description: Marc Krusin Arm Chair; 18 1/3”SH x 24 ½” AH x 23 ½”W x 21 ¾”D x 30

½”H

Finishes: Beech Frame Finish: Ebonized; Fabric: Prairie in Coyote

SEATING

Quantity 12

Price per unit $588.00

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Café Chair

Item Number: CH3

Manufacturer: Knoll

Style Name/Number: Gigi Chair / 87C-(014)

Description: Armless Chair, Stacking; Polypropylene shell on a chrome-plated base;

18”SH x 19 ¾”W x 20”D x 34 ¼”H

Color: Black 014

SEATING

Quantity 4

Price per unit $223.50

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Café Table

Item Number: TA1

Manufacturer: Knoll

Style Name/Number: Dividends Horizon X Base Table / DT1ACX48

Description: 28” High Round X Base Table; 48”Dia.

Color: Base Paint: Medium Grey – Smooth 115; Top: Bright White 118; Edge:

TABLES

Quantity 1

Price per unit $671.00

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Conference Room Table

Item Number: TA2

Manufacturer: Knoll

Style Name/Number: Dividends Horizon Y Leg Table/ DT1ARY7236E

Description: 36”D Rectangular Table w/ (2) Y-Legs; w/Grommet

Color: Textured Paint: Medium Grey 115T; Top: Graphite Pear; Edge: Graphite Pear

TABLES

Quantity 1

Price per unit $982.00

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Side-By-Side Refrigerator

Item Number: EQ1

Manufacturer: Samsung

Style Name/Number: RH22H9010SR/AA

Description: 22 Cu Ft. stainless steel side-by-side food showcase refrigerator w/ metal cooling S.S. paneling 36”W x 28 11/32”D x 69 27/32”H

Finishes: Stainless Steel

EQUIPMENT

Quantity 1

Price per unit $2,544.42

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Microwave oven

Item Number: EQ2

Manufacturer: GE

Style Name/Number: PEB9159SFSS

Description: 20”L x 22.635”W

Finishes: Stainless Steel/ Black

EQUIPMENT

Quantity 1

Price per unit $577.01

Fort Worth District

Furniture, Fixtures & Equipment

(FF&E)

6/15/2018

Product Specification:

Item Name: Coffee Machine

Item Number: EQ3

Manufacturer: Bunn

Style Name/Number: VLPF Brewer 07400.0005

Description: One Brewer, Two Warmers w/ Hot Water Feature; Plumbing Required;

23.5”W x 13.1”D x 17.4”H

Finishes: Stainless Steel/ Black

EQUIPMENT

Quantity 1

Price per unit $779.88

Bldg 56 Renovation FSH18ANB56

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2007) Standard for Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G

SECTION 01 50 00 Page 1

Traffic Control Plan; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

SECTION 01 50 00 Page 2

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people.

a. The safety fencing must be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

2.2.4 Temporary Wiring

Provide temporary wiring in accordance with NFPA 241 and NFPA 70. Include frequent inspection of all equipment and apparatus.

2.2.5 Backflow Preventers

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged , bronze or brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts.

SECTION 01 50 00 Page 3

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking must not interfere with existing and established parking requirements of the government installation.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

3.3.2 Payment for Utility Services

a. The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

b. Reasonable amounts of the following utilities will be made available to the Contractor at the prevailing rates.

c. The point at which the Government will deliver such utilities or services and the quantity available is as indicated. Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing backflow-preventing devices on connections to domestic water lines; and providing transformers; and make disconnections.

3.3.3 Meters and Temporary Connections

At the Contractors expense and in a manner satisfactory to the Contracting Officer, provide and maintain necessary temporary connections, distribution lines, and meter bases (Government will provide meters) required to measure the amount of each utility used for the purpose of determining charges.

Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established. The Government will provide a meter and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. The Contractor will not make the final electrical connection.

SECTION 01 50 00 Page 4

3.3.4 Advance Deposit

An advance deposit for utilities consisting of an estimated month's usage or a minimum of $50.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate. Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit. Notification of the due date for this deposit will be mailed to the Contractor prior to the end of the current fiscal year.

3.3.5 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading, disconnect service, and remove the meters. Then remove all the temporary distribution lines, meter bases, and associated paraphernalia.

Pay all outstanding utility bills before final acceptance of the work by the Government.

3.3.6 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.3.7 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.3.8 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.3.9 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or

SECTION 01 50 00 Page 5 interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction..

Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations without notification to and approval by the Contracting Officer.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor must obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

SECTION 01 50 00 Page 6

3.5.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.5.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored brown, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store Trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.5.4 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

3.5.5 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

3.5.6 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

SECTION 01 50 00 Page 7

3.5.7 New Building

In the event a new building is constructed for the temporary project field office, it will be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building must be waterproof, supplied with a heater, have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities must be furnished. Screen the windows and doors and provide the doors with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins will be non-removable. Arrange the windows to open and to be securely fastened from the inside. Protect glass panels in windows by bars or heavy mesh screens to prevent easy access. In warm weather, furnish air conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 20 degrees F below the outside temperature when the outside temperature is 95 degrees F. Any new building erected for a temporary field office must be maintained by the Contractor during the life of the contract and upon completion and acceptance of the work become the property of the Contractor and removed from the site.

3.5.8 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.5.9 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.9.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

<AM#0002>3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

Provide the Government Resident Engineer with an office, approximately 200 square feet in floor area, located where directed and providing space heat, electric light and power, and toilet facilities consisting of one lavatory

SECTION 01 50 00 Page 8 and one water closet complete with connections to water and sewer mains.

Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4 by 8 foot plan table, computer work space a standard size office desk and chair, and telephone. At completion of the project, the office will remain the property of the Contractor and be removed from the site. Utilities will be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer.

3.6.2 Quality Control Manager Records and Field Office

Provide on the jobsite an office with approximately 100 square feet of useful floor area for the exclusive use of the QC Manager. Provide a weathertight structure with adequate heating and cooling, toilet facilities, lighting, ventilation, a 4 by 8 foot plan table, a standard size office desk and chair, computer station, and working communications facilities. Provide a door with a cylinder lock and windows with locking hardware. Make utility connections. Locate as directed. File quality control records in the office and make available at all times to the Government. After completion of the work, remove the entire structure from the site.

3.6.3 Trailer-Type Mobile Office

The Contractor may, at its option, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer and providing as a minimum the facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds.

</AM#0002>

3.6 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor must install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.8 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.9 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, SECTION 01 50 00 Page 9 barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore areas used by the Contractor for the storage of equipment or material, or other use to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 10

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GENERAL REQUIREMENTS

1. "DRAWINGS" MEANS LATEST STRUCTURAL DESIGN DRAWINGS, UNO., "SPECIFICATIONS"

MEANS LATEST PROJECT SPECIFICATIONS, UNO.

2. THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL

BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. IN CASES, IF ANY, WHERE

REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS DIFFER FROM THE

SPECIFICATIONS, NOTIFY THE DESIGNER OF RECORD. FOR PRICING, ASSUME THAT THE

MORE STRINGENT REQUIREMENT TAKES PRECEDENCE.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL

AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE.

4. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND

REPORT ANY DISCREPANCIES TO THE GOVERNMENT'S REPRESENTATIVE BEFORE

PROCEEDING WITH THE WORK.

5. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE PRIOR

WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

6. NO CHANGE IN SIZE OR DIMENSION OF ANY STRUCTURAL MEMBER SHALL BE MADE

WITHOUT THE PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION

LOADS IMPOSED ON THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT

EXCEED THE LESSER OF THE ALLOWABLE CONSTRUCTION LIVE LOAD AS INDICATED ON

THE CONTRACT DRAWINGS, OR THE CAPACITY OF THE FRAMING.

8. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. AS A RESULT

OF THE CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES CHOSEN BY THE

CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND

FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED TO

MAINTAIN STRUCTURAL INTEGRITY DURING CONSTRUCTION.

9. DO NOT SCALE DRAWINGS, USE DIMENSIONS. CENTERLINES OF COLUMNS AND

FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UNO. CENTERLINES OF FLOOR

FRAMING BEAMS AND GIRDERS COINCIDE WITH COLUMN CENTERLINES, UNO. ASSUME

EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS.

10. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES

FROM DAMAGE.

11. THE CONTRACTOR SHALL INFORM THE CONSTRUCTION MANAGER OR THE GOVERNMENT'S

ON-SITE REPRESENTATIVE IN WRITING OF ANY DEVIATION FROM THE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR

SUCH DEVIATION BASED UPON THE REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC.,

UNLESS THE CONTRACTOR SPECIFICALLY INFORMED THE GOVERNMENT'S

REPRESENTATIVE OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND HAS BEEN

GIVEN WRITTEN APPROVAL FOR THE SPECIFIC DEVIATION.

12. SEE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DESIGN

DRAWINGS FOR SCOPE OF WORK AND COORDINATION OF TRADES.

13. SEE CIVIL DRAWINGS FOR LOCATION OF CITY BENCHMARK WITH RESPECT TO BUILDING

LOCATION. SEE CIVIL DRAWINGS FOR SITE ELEMENTS AWAY FROM BUILDING FOOTPRINT.

14. PRINCIPAL OPENINGS ARE INDICATED ON THE DRAWINGS. SEE ARCHITECTURAL,

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL OPENINGS,

BLOCK-OUTS AND SLEEVES. CONTRACTOR SHALL SUBMIT A COORDINATED PLAN

SHOWING ALL SLAB AND WALL OPENINGS, BLOCK-OUTS, AND SLEEVES TO THE

GOVERNMENT FOR REVIEW AND APPROVAL WITH EACH FLOOR AND WALL REINFORCING

SHOP DRAWING.

15. SEE ARCHITECTURAL DRAWINGS FOR LINTELS, SHELF ANGLES, HANDRAILS, GUARDRAILS,

PARTITION SUPPORT, COLUMN COVERS, EMBEDMENTS, EXPANSION JOINT ASSEMBLIES,

DOOR JAMBS, AND SIMILAR COMPONENTS.

16. SEE ARCHITECTURAL DRAWINGS FOR PARTITION ATTACHMENTS AND CURBS.

17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL LAWS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH

ACT (OSHA) AND REGULATIONS ADOPTED PURSUANT THERETO.

18. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT STRUCTURE,

WORKERS OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,

SHORING FOR BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING,

SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

19. ELEVATION 0'-0" (IF INDICATED ON DRAWINGS) IS AT THE TOP OF SLAB-ON-GRADE

CONCRETE. REFER TO CIVIL DRAWINGS FOR CORRESPONDING ACTUAL SITE ELEVATIONS.

MINIMUM GRAVITY LOADS

SUPERIMPOSED DEAD LOADS (IN ADDITION TO SELF-WEIGHT OF STRUCTURAL SYSTEMS)

ROOF

METAL ROOF WITH INSULATION 6.0 PSF

SUB-BOARD W/ WATER PROTECTION 2.0 PSF

HVAC ALLOWANCE 1.0 PSF

LIGHTING / ELECTRICAL ALLOWANCE 1.0 PSF

ACOUSTICAL SUSPENDED CEILING ALLOWANCE 1.0 PSF

EXTERIOR ENCLOSURES

BRICK, LOAD-BEARING, 3 WYTHES WIDE (PER FT OF HT) 120 PSF

LIVE LOADS (LOADS GREATER OR EQUAL TO 100 PSF SHALL NOT BE REDUCED, UNO)

FLOOR

OFFICE 50 PSF

LOBBIES & CORRIDORS 100 PSF

LAVATORIES 75 PSF

PARTITIONS

UNIFORM LOAD UNLESS LIVE LOAD 80 PSF OR GREATER 15 PSF

ROOF

MINIMUM LIVE LOAD, L

r

(NON-REDUCIBLE) 20 PSF

GUARDRAIL/HANDRAIL

VERTICAL & HORIZONTAL THRUST TOP OF RAILING 50 PLF

CONCENTRATED LOAD ANY DIRECTION 200 LBS

MINIMUM ENVIRONMENTAL LOADS

SNOW LOADS

GROUND SNOW, Pg = 5 PSF

MINIMUM SNOW LOAD (Pg*I for Pg<20, 20*I for Pg>20) 5 PSF (LOW SLOPE)

IMPORTANCE FACTOR (RISK CATEGORY II), I

s

= 1.0

EXPOSURE FACTOR, "C" TERRAIN CATEGORY, C

e

= 0.9 (FULLY EXPOSED)

THERMAL FACTOR, ALL STRUCTURES, C

t

= 1.0

SLOPE FACTOR, UNOBSTRUCTED SLIPPERY, C

s

= 0.8 (4:12 SLOPE)

SNOW DRIFTS (PER ASCE 7-10, Ch. 7.7 & 7.8) SEE DIAGRAMS

RAIN-ON-SNOW SURCHARGE (ON BALANCED SNOW ONLY) 5 PSF

WIND LOADS

BASIC ULTIMATE WIND SPEED, v = 115 MPH

IMPORTANCE FACTOR (RISK CATEGORY II), I

W

= 1.0

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, K

zt

= 1.0

DIRECTIONALITY FACTOR, K

d

= 0.85

ENCLOSURE CLASSIFICATION ENCLOSED

INTERNAL PRESSURE COEFFICIENT, GC

pi

= +/- 0.18

COMPONENTS & CLADDING (PER ASCE 7-10, Ch. 26) SEE DIAGRAMS

BUILDING HEIGHT "H" DRIFT LIMIT H/600

SEISMIC LOADS

S s

(S ds

) 0.081 (0.086) g

S

(S d1

) 0.030 (0.048) g

SOIL SITE CLASSIFICATION D (ASSUMED)

IMPORTANCE FACTOR (RISK CATEGORY II), I

e

= 1.0

SEISMIC DESIGN CATEGORY, SDC A

SEISMIC FORCE RESISTANCE SYSTEM (SFRS)

BUILDING 259: A.11 ORDINARY PLAIN MASONRY SHEAR WALLS

SEISMIC ANALYSIS PROCEDURE EQ. LATERAL FORCE

ATFP REQUIREMENTS

BUILDING

DESIGNATION

CONTROL

PERIMETER

BUILDING

CATEGORY

LEVEL OF

PROTECTION

STANDOFF

DISTANCE

BLDG 56 WITHIN INHABITED VLLOP 23 FT

LOOSE MASONRY LINTELS

1. UNLESS OTHERWISE SHOWN ON DRAWINGS, STEEL LINTELS FOR NON-LOAD BEARING

MASONRY WALLS ONLY SHALL HAVE A MINIMUM SIZE AND END BEARING AS…