2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE … 02...AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES 1 2 2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE

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

1 2 2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W91278-11-R-0088-0002 9 SEP 2011 M011EK886. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St. Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION NO.

W91278-11-R-0088

9B. DATED (SEE ITEM 11)

19 AUG 2011

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE 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. 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 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 ACKNOWLEDGEMENT 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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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) The subject solicitation for: EMERGENCY MEDICAL SERVICES FACILITY, FORT RUCKER, ALABAMA Is modified in the following: REFER TO THE ENCLOSED REVISED DRAWINGS/SPECIFICATION REVISIONS FOR AMENDMENT NO. 0002 Except as provided herein, all terms and conditions of the document reference 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) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR (Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA BY (Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83) PREVIOUS EDITION UNUSABLE Prescribed by GSA

EMERGENCY MEDICAL FACILITY SERVICES W91278-11-R-0088 FORT RUCKER, ALABAMA M011EK88

SF 30 Page 2 W91278-11-R-0088-0002

PART I-REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence. Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus. Corresponding Added or Revised Paragraph SECTION Page, and/or Section Table of Contents Revised as indicated herein 01 33 00 Added Submittal Registers associated with Sections 09 24 23 and 10 14 01 06 20 00 Deleted paragraphs 2.1.3, 3.1.3 and 3.1.4 Revised paragraph 3.2 06 41 16.00 10 Deleted paragraphs 2.3.3, 2.3.4, 2.3.5 and 2.3.6 Revised paragraphs 2.9.1.2 and 2.9.6 07 11 13 Revised paragraph 3.1 09 24 23 Added in its entirety 10 14 01 Added in its entirety 26 20 00 Revised paragraph 2.12.1 26 28 21.00 40 Renamed section title as indicated herein Revised paragraph 2.1 28 31 76 Revised paragraph 2.13.5 33 70 02.00 10 Revised paragraphs 1.3, 2.3.1.2, 2.4.1.3, 2.5.1, 3.7.3, 3.8.5 and 3.8.6 33 82 00 Replaced in its entirety PART II – REVISIONS MADE BY DELETED PAGES/SECTIONS The pages and/or sections listed below are to be deleted from the specifications by the bidders and marked “DELETED”: Page/Section 01 33 00 Deleted Submittal Register associated with Section 33 82 00 08 33 23 Deleted in its entirety


SF 30 Page 3 W91278-11-R-0088-0002

PART III - NOTE: Revised, replacement and added drawings are listed below. These revised, replacement and added drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio.

CADD SHT

NUMBER REF. TITLE OF DRAWINGS

XCOVEK88.DWG COVER SHEET

G-GI001EK88.DWG GI-001 General - Index of Drawings

CG101EK88.DWG CG-101 Civil GRADING – GRADING AND DRAINAGE PLAN CU101REK88.DWG CU-101 Civil Site – UTILITY PLAN CE001REK88.DWG CE-001 ENVIRONMENTAL NOTES (ADDED DRAWING) CE002REK88.DWG CE-002 EROSION CONTROL NOTES (ADDED DRAWING) CE101EK88.DWG CE-101 Civil ECOSYSTEM – EROSION SEDIMENT CONTROL PLAN

(ADDED DRAWING) CE102REK88.DWG CE-102 PRE-DEVELOPMENT DRAINAGE BASIN (ADDED DRAWING) CE103REK88.DWG CE-103 POST-DEVELOPMENT DRAINAGE BASIN (ADDED DRAWING) CE501EK88.DWG CE-501 Civil ECOSYSTEM – EROSION CONTROL DETAILS 1 CE502EK88.DWG CE-502 Civil ECOSYSTEM – EROSION CONTROL DETAILS 2 CE503EK88.DWG CE-503 Civil ECOSYSTEM – EROSION CONTROL DETAILS 3

A-101EK88.DWG A-101 Architectural – Floor Plan A-102EK88.DWG A-102 Architectural – Enlarged Floor Plan A-103EK88.DWG A-103 Architectural – Enlarged Floor Plan A-104EK88.DWG A-104 Architectural – Reflected Ceiling Plan A-105EK88.DWG A-105 Architectural – Roof Plan & Details A-201EK88.DWG A-201 Architectural – Exterior Elevations A-301EK88.DWG A-301 Architectural – Building Section A-302EK88.DWG A-302 Architectural – Wall Sections & Details A-303EK88.DWG A-303 Architectural – Wall Sections & Details

S-001EK88.DWG S-001 Structural – General Notes SB-101EK88.DWG SB-101 Structural – STRUCTURAL SUBSCRUCTURE - FOUNDATION PLAN SF-101EK88.DWG SF-101 Structural – STRUCTURAL FRAMIMG - ROOF FRAMIMG PLAN S-300EK88.DWG S-300 Structural – Foundation Sections & Details S-302EK88.DWG S-302 Structural – MASONRY SECTIONS AND DETAILS 2 OF 2 S-303EK88.DWG S-303 Structural – Steel Sections & Details

MH-101EK88.DWG MH-101 HVAC – Mechanical HVAC - FLOOR PLAN M-502EK88.DWG M-502 HVAC – DETAILS SHEET 2 OF 2 M-601EK88.DWG M-601 HVAC – EQUIPMENT SCHEDULES 1 OF 2 M-602EK88.DWG M-602 HVAC – EQUIPMENT SCHEDULES 2 OF 2 MI-003EK88.DWG MI-003 HVAC – MECHANICAL INSTRUMENTATION – SEQUENCES OF

OPERATION MI-601EK88.DWG MI-601 HEAT PUMP CONTROL SCHEMATIC (ADDED DRAWING) MI-602EK88.DWG MI-602 HEAT PUMP POINT SCHEDULE (ADDED DRAWING) MI-603EK88.DWG MI-603 HEAT CONTROL SCHEMATIC (ADDED DRAWING) MI-604EK88.DWG MI-604 HVAC POINT SCHEDULE (ADDED DRAWING)


SF 30 Page 4 W91278-11-R-0088-0002

PL-101UEK88.DWG PL-101U PLUMBING – PIPING PLAN - UNDERGROUND PL-401EK88.DWG PL-401 PLUMBING – Enlarged Plumbing Plan Section A PL-601EK88.DWG PL-601 PLUMBING – SCHEDULES PL-602EK88.DWG PL-602 PLUMBING – SCHEDULES

E-001EK88.DWG E-001 ELECTRICAL – SYMBOLS LEGEND AND ABBREVIATIONS ES101EK88.DWG ES-101 ELECTRICAL – ELECTRICAL SITE PLAN & OSP COMMUNICATIONS E-101EK88.DWG E-101 ELECTRICAL – LIGHTING PLAN E-102EK88.DWG E-102 ELECTRICAL – POWER PLAN E-103EK88.DWG E-103 ELECTRICAL – SYSTEMS PLAN E-104EK88.DWG E-104 ELECTRICAL – LIGHTING PROTECTION & GROUNDING PLAN E-501EK88.DWG E-501 ELECTRICAL – DETAILS 1 OF 3 E-502EK88.DWG E-502 ELECTRICAL – DETAILS 2 OF 3 E-503EK88.DWG E-503 ELECTRICAL – DETAILS 3 OF 3 E-601EK88.DWG E-601 ELECTRICAL – POWER RISER DIAGRAM E-602EK88.DWG E-602 ELECTRICAL – LIGHTING & MECHANICAL EQUIPMENT SCHEDULE E-603EK88.DWG E-603 ELECTRICAL – LIGHTING & MECHANICAL EQUIPMENT SCHEDULES E-604EK88.DWG E-604 ELECTRICAL – PANEL BOARD SCHEDULES

Encl as stated Revised pages of the specifications as indicated in Part I. 53 Drawings as indicated in NOTE above.


Table of Contents Page 1 Revised by Amendment No. W91278-11-R-0088-0002

PROJECT TABLE OF CONTENTS VOLUME 1 OF 3 CHECKLIST FOR PREPARATION OF OFFERS BIDDING REQUIREMENTS Contract Clauses STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD BIDDING SCHEDULE EXPLANATION OF BID ITEMS STANDARD FORM 24 - BID BOND STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES 00100 INSTRUCTIONS TO BIDDERS 00 11 00 PERFORMANCE-PRICE TRADE-OFF BEST VALUE (Proposal Submission Requirements and Instructions) 00 12 00 PERFORMANCE-PRICE TRADE-OFF BEST VALUE (Evaluation of Proposals) 00600 REPRESENTATIONS, CERTIFICATIONS 00700 CONTRACT CLAUSES 00800 SPECIAL CONTRACT REQUIREMENTS CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS PROJECT SIGNS FORM DD1354 FORM DD1354 CHECKLIST WAGE RATES 01 32 01.00 10 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES SUBMITTAL REGISTERS ENGINEERING FORM 4025R 01 33 29 LEED DOCUMENTATION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 01 USACE QUALITY CONTROL SAM FORM 696 01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS) 01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS 01 57 20.00 10 ENVIRONMENTAL PROTECTION 01 62 35 RECYCLED/RECOVERED MATERIAL 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 00 CLOSEOUT SUBMITTALS 01 78 23 OPERATION AND MAINTENANCE DATA DIVISION 03 – CONCRETE 03 20 00.00 10 CONCRETE REINFORCING 03 30 00 CAST-IN-PLACE CONCRETE 03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION



VOLUME 2 OF 3 DIVISION 04 – MASONRY 04 20 00 MASONRY DIVISION 05 – METALS 05 05 23 WELDING, STRUCTURAL 05 12 00 STRUCTURAL STEEL 05 21 19 OPEN WEB STEEL JOIST FRAMING 05 30 00 STEEL DECKS 05 40 00 COLD-FORMED METAL FRAMING 05 50 13 MISCELLANEOUS METAL FABRICATIONS 05 50 14 STRUCTURAL METAL FABRICATIONS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 ROUGH CARPENTRY 06 20 00 FINISH CARPENTRY 06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK 06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 11 13 BITUMINOUS DAMPPROOFING 07 21 16 MINERAL FIBER BLANKET INSULATION 07 21 23 LOOSE FILL THERMAL INSULATION 07 22 00 ROOF AND DECK INSULATION 07 41 13 METAL ROOF PANELS 07 60 00 FLASHING AND SHEET METAL 07 84 00 FIRESTOPPING 07 92 00 JOINT SEALANTS DIVISION 08 – OPENINGS 08 11 13 STEEL DOORS AND FRAMES 08 11 16 ALUMINUM DOORS AND FRAMES 08 14 00 WOOD DOORS 08 33 23 OVERHEAD COILING DOORS 08 36 13 SECTIONAL OVERHEAD DOORS 08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 71 00 DOOR HARDWARE 08 81 00 GLAZING 08 91 00 METAL LOUVERS DIVISION 09 – FINISHES 09 24 23 STUCCO 09 29 00 GYPSUM BOARD 09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE 09 51 00 ACOUSTICAL CEILINGS 09 68 00 CARPET 09 90 00 PAINTS AND COATINGS



DIVISION 10 – SPECIALTIES 10 14 01 EXTERIOR SIGNAGE 10 14 02 INTERIOR SIGNAGE 10 21 13 TOILET COMPARTMENTS 10 28 13 TOILET ACCESSORIES 10 44 16 FIRE EXTINGUISHERS DIVISION 11 – EQUIPMENT 11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT DIVISION 12 – FURNISHINGS 12 21 00 WINDOW BLINDS 12 48 00.13 06 WALK-OFF MAT DIVISION 21 - FIRE SUPPRESSION 21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION DIVISION 22 – PLUMBING 22 00 00 PLUMBING, GENERAL PURPOSE 22 07 19 PLUMBING PIPING INSULATION DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS 23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS 23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING

SYSTEMS 23 11 25 FACILITY GAS PIPING 23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS 23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT VOLUME 3 OF 3 DIVISION 26 – ELECTRICAL 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL 26 20 00 INTERIOR DISTRIBUTION SYSTEM 26 28 21.00 40 SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCHES 26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS 26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS 26 41 00.00 20 LIGHTNING PROTECTION SYSTEM 26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE) 26 51 00.00 40 INTERIOR LIGHTING 26 56 00 EXTERIOR LIGHTING



DIVISION 27 – COMMUNICATIONS 27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM DIVISION 31 – EARTHWORK 31 00 00 EARTHWORK 31 11 00 CLEARING AND GRUBBING 31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL 31 32 11 SOIL SURFACE EROSION CONTROL DIVISION 32 - EXTERIOR IMPROVEMENTS 32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT 32 12 10 BITUMINOUS TACK AND PRIME COATS 32 12 17 HOT MIX BITUMINOUS PAVEMENT 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES 32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS 32 17 23.00 20 PAVEMENT MARKINGS 32 92 19 SEEDING 32 92 23 SODDING 32 93 00 EXTERIOR PLANTS DIVISION 33 – UTILITIES 33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND 33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDIX APPENDIX A GEOTECHNICAL INVESTIGATION REPORT

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

EMERGENCY MEDICAL SERVICES FACILITY, FT RUCKER, AL

09 24 23 SD-02 Shop Drawings3.3Lath

SD-03 Product Data1.3Materials

SD-04 Samples2.2Colored Stucco Finish Coat1.5Sample Panel

SUBMITTAL REGISTERCONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:SCHEDULE DATES

CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY NO

TRANSMITTAL NO

SPEC SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT OR A/E REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR

DATE FWDTO OTHERREVIEWER

DATE RCDFROM OTHREVIEWER

ACTION CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Added by Amendment No. W91278-11-R-0088-0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

EMERGENCY MEDICAL SERVICES FACILITY, FT RUCKER, AL

10 14 01 SD-02 Shop Drawings3.1Approved Detail Drawings

SD-03 Product DataModular Exterior Signage System

3.1Installation1.2Exterior Signage1.2.1Wind Load Requirements

SD-04 Samples1.2Exterior Signage

SD-10 Operation and MaintenanceData

3.1.2Protection and Cleaning

SUBMITTAL REGISTERCONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:SCHEDULE DATES

CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY NO

TRANSMITTAL NO

SPEC SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT OR A/E REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR

DATE FWDTO OTHERREVIEWER

DATE RCDFROM OTHREVIEWER

ACTION CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Added by Amendment No. W91278-11-R-0088-0002


06 20 00 W91278-11-R-0088-0002

06 20 00 ****************************************************************************** 2.1.3 Shoe Mold Clear red or white oak, 1/2 by 5/8 inch unless otherwise indicated. ****************************************************************************** 3.1.3 Window Stools and Aprons Provide stools with rabbet over window sill. Provide aprons with returns cut accurately to profile of member. ****************************************************************************** 3.1.4 Bases Flat member with a molded top and oak shoe mold. Fasten base to framing or to grounds. Nail shoe mold to the base. Set shoe mold after finish flooring is in place. ****************************************************************************** 3.2 CLOTHES HANGER RODS NOT USED Provide clothes hanger rods where indicated and in closets having hook strips. Set rods parallel with front edges of shelves and support by sockets at each end and by intermediate brackets spaced not more than 4 feet o.c. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


06 41 16.00 10 W91278-11-R-0088-0002

06 41 16.00 10 ****************************************************************************** 2.3.3 Horizontal General Purpose Postformable (HGP) Grade Horizontal general purpose postformable grade plastic laminate shall be 0.042 inches (plus or minus 0.005 inches) in thickness. This laminate grade is intended for horizontal surfaces where post forming is required. ****************************************************************************** 2.3.4 Vertical General Purpose Postformable (VGP) Grade Vertical general purpose postformable grade plastic laminate shall be 0.028 inches (plus or minus 0.004 inches) in thickness. This laminate grade is intended for exposed exterior vertical surfaces of components where postforming is required for curved surfaces. ****************************************************************************** 2.3.5 Cabinet Liner Standard (CLS) Grade Cabinet liner standard grade plastic laminate shall be 0.020 inches in thickness. This laminate grade is intended for light duty semi-exposed interior surfaces of casework components. ****************************************************************************** 2.3.6 Backing Sheet (BK) Grade Undecorated backing sheet grade laminate is formulated specifically to be used on the backside of plastic laminated panel substrates to enhance dimensional stability of the substrate. Backing sheet thickness shall be 0.020 inches. Backing sheets shall be provided for all laminated casework components where plastic laminate finish is applied to only one surface of the component substrate. ****************************************************************************** 2.9.1.2 Joinery Method for Case Body Members a. Tops, Exposed Ends, and Bottoms. (1) Steel "European" assembly screws ( 1-1/2 inch from end, 5 inch on center, fasteners will not be visible on exposed parts). (2) Doweled, glued under pressure (approx. 4 dowels per 12 inches of joint). (3) Stop dado, glued under pressure, and either nailed, stapled or screwed (fasteners will not be visible on exposed parts).


06 41 16.00 10 W91278-11-R-0088-0002

(4) Spline or biscuit, glued under pressure. b. Exposed End Corner and Face Frame Attachment. (1) For mitered joint: lock miter or spline or biscuit, glued under pressure (no visible fasteners). (2) For non-mitered joint (90 degree): butt joint glued under pressure (no visible fasteners). (3) Butt joint, glued and nailed. c. Cabinet Backs (Wall Hung Cabinets): Wall hung cabinet backs must not be relied upon to support the full weight of the cabinet and its anticipated load for hanging/mounting purposes. Method of back joinery and hanging/mounting mechanisms should transfer the load to case body members. Fabrication method shall be: (1) Full bound, captured in grooves on cabinet sides, top, and bottom. Cabinet backs for floor standing cabinets shall be side bound, captured in grooves; glued and fastened to top and bottom. (2) Full overlay, plant-on backs with minimum back thickness of 1/2 inchand minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached. (3) Side bound, captured in groove or rabbetts; glued and fastened. d. Cabinet Backs (Floor Standing Cabinets). (1) Side bound, captured in grooves; glued and fastened to top and bottom. (2) Full overlay, plant-on backs with minimum back thickness of 1/2 inch and minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached. (3) Side bound, placed in rabbetts; glued and fastened in rabbetts. e. Wall Anchor Strips shall be required for all cabinets with backs less than 1/2 inch thick. Strips shall consist of minimum 1/2 inch thick lumber, minimum 2-1/2 inches width; securely attached to wall side of cabinet back - top and bottom for wall hung cabinets, top only for floor standing cabinets. ****************************************************************************** 2.9.6 Laminate Application Laminate application to substrates shall follow the recommended procedures and instructions of the laminate manufacturer and ANSI/NEMA LD 3, using tools and devices specifically designed for laminate fabrication and application. Provide a balanced backer sheet (Grade BK) wherever only one surface of the component substrate requires a plastic laminate finish. Apply required grade of laminate in full uninterrupted sheets consistent with manufactured sizes using one piece for full length only, using adhesives specified herein or as recommended by the manufacturer. Fit corners and joints hairline. All


06 41 16.00 10 W91278-11-R-0088-0002

laminate edges shall be machined flush, filed, sanded, or buffed to remove machine marks and eased (sharp corners removed). Clean up at easing shall be such that no overlap of the member eased is visible. Fabrication shall conform to ANSI A161.2. Laminate types and grades for component surfaces shall be as follows unless otherwise indicated on the drawings: a. Base/Wall Cabinet Case Body. (1) Exterior (exposed) surfaces to include exposed and semi-exposed face frame surfaces: HPDL Grade VGS . (2) Interior (semi-exposed) surfaces to include interior back wall, bottom, and side walls: HPDL Grade CLS . b. Adjustable Shelving. (1) Top and bottom surfaces: HPDL Grade HGS . (2) All edges: HPDL Grade VGS . c. Fixed Shelving. (1) Top and bottom surfaces: HPDL Grade HGS . (2) Exposed edges: HPDL Grade VGS . d. Door, Drawer Fronts, Access Panels. (1) Exterior (exposed) and interior (semi-exposed) faces: HPDL Grade VGS (2) Edges: HPDL Grade VGS . e. Drawer Assembly. All interior and exterior surfaces: Thermoset Decorative Overlay (melamine). f. Tolerances: Flushness, flatness, and joint tolerances of laminated surfaces shall meet the AWI Qual Stds premium grade requirements. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


07 11 13 W91278-11-R-0088-0002

07 11 13 ****************************************************************************** 3.1 SURFACE PREPARATION Remove or cut form ties and repair all surface defects as required in Section 03 30 00 CAST-IN-PLACE CONCRETE. Clean concrete and masonry surfaces to receive dampproofing of foreign matter and loose particles. Apply dampproofing to clean dry surfaces. Moisture test in accordance with ASTM D 4263. If test indicates moisture, allow a minimum of 7 additional days after test completion for curing. If moisture still exists, redo test until substrate is dry. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)

EMERGENCY MEDICAL SERVICES FACILITY W91278-11-R-0088FORT RUCKER, ALABAMA M011EK88

SECTION 09 24 23

STUCCO04/06

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.

ASTM INTERNATIONAL (ASTM)

ASTM A 185/A 185M (2006; E 2006) Steel Welded Wire Reinforcement, Plain, for Concrete

ASTM C 1032 (2006) Woven Wire Plaster Base

ASTM C 1063 (2006) Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster

ASTM C 150 (2005) Portland Cement

ASTM C 206 (2003) Finishing Hydrated Lime

ASTM C 841 (2003) Installation of Interior Lathing and Furring

ASTM C 847 (2006) Metal Lath

ASTM C 897 (2000) Aggregate for Job-Mixed Portland Cement-Based Plasters

ASTM C 926 (2006) Application of Portland Cement-Based Plaster

ASTM C 933 (2005) Welded Wire Lath

ASTM D 1784 (2006a) Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Lath

SECTION 09 24 23 Page 1Entire Section Added by Amendment No. W91278-11-R-0088-0002


Drawings showing details of construction for reinforcement, furring, and grounds; including manufacturer's installation instructions for stucco materials, and locations where each mix and coating thickness will be used.

SD-03 Product Data

Materials

Detailed description of the proposed job-mix proportions for base and finish coats; including identification of thickness of coats.

SD-04 Samples

Colored Stucco Finish Coat

Samples including both a fabricated portion of unit of work and color samples.

Sample Panel

Sample panel, as specified.

1.3 DELIVERY AND STORAGE

Packaged materials shall be delivered to the site in the original packages and containers with labels intact and seals unbroken. Cementitious materials shall be kept dry and stored off the ground under cover away from damp surfaces until ready to be used. Aggregate shall be covered to prevent the absorption or loss of moisture.

1.4 ENVIRONMENTAL CONDITIONS

Stucco shall not be applied when the ambient temperature is 40 degrees F or lower, or when a drop in temperature below 40 degrees F is expected within 48 hours after application.

1.5 SAMPLE PANEL

The Contractor shall submit: One 12 inch square stucco panel showing finish texture and color and exposed reinforcement at the edges, one 12 inch square of reinforcement, and a 12 inch length of each accessory proposed, prior to proceeding with stucco work.

PART 2 PRODUCTS

2.1 PORTLAND CEMENT

Portland cement shall conform to ASTM C 150, white portland cement, Type I .

2.2 COLORED STUCCO FINISH COAT

Colored stucco finish coat shall be a mill mixed product using white portland cement and requiring only the addition of and mixing with water for application. Color shall be as indicated on the drawings.



2.3 LIME

Lime shall conform to ASTM C 206, Type S.

2.4 SAND

Sand aggregate for job-mixed base coat and job-mixed finish coat stucco shall conform to ASTM C 897.

2.5 ACCESSORIES

Accessories shall be roll formed galvanized steel, or rigid polyvinyl chloride (PVC) , except that cornerite and striplath shall be formed from steel sheets with manufacturer's standard galvanized coating. Vinyl members shall be in accordance with ASTM D 1784. Welded wire corner reinforcements shall be zinc coated, galvanized 17 gauge steel wire conforming to ASTM A 185/A 185M. Furring shall include hangers, bolts, inserts, clips, fastenings, and attachments of number, size, and design to develop the full strength of the members.

2.6 METAL LATH

Metal lath shall conform to ASTM C 847, types and weights in accordance with the various spacing shown in ASTM C 841. Lath for vertical application on steel and wood framing supports shall be expanded metal or welded or woven wire and shall have paper backing with a minimum vapor permeance of 5 perms. Woven wire lath shall be a maximum 1-1/2 x 1-1/2 inch mesh wire of not less than 0.0540 inch nominal diameter and shall conform to ASTM C 1032. Welded wire lath shall conform to ASTM C 933, with openings not to exceed 2 x 2 inches. Expanded metal or wire lath shall be fabricated in a manner to provide not less than 1/4 inch keying between wire and paper backing and keying shall be obtained by a uniform series of slots in a perforated face paper woven between the wires.

2.7 WATER

Water shall be clean, fresh, potable, and free from amounts of oils, acids, alkalis and organic matter that would be injurious to the stucco.

PART 3 EXECUTION

3.1 FRAMING

Framing shall be installed as indicated.

3.2 CONTROL JOINTS

Control joints shall be located as indicated on the drawings. Prefabricated control joint members shall be installed prior to the application of the stucco. Control joints shall be cleared of all stucco within the control area after stucco application and prior to final stucco set.

3.3 LATH

Lath shall be installed in accordance with ASTM C 841 or ASTM C 1063 except as otherwise specified. Metal and wire lath shall be applied straight, without buckles and with joints staggered. End laps of metal lath shall be not less than 1 inch. When paper-backed lath is used, the paper shall be



split from the lath at all lap areas to provide a paper to paper and lath to lath lap. Horizontal joints shall be shiplapped. Lath shall be interrupted at all control joints.

3.3.1 On Concrete and Masonry

Lath shall be fastened every 8 inches vertically and every 16 inches horizontally. Where wood supports adjoin masonry or concrete in the same direction, casing bead, control joints, or reinforcement shall be provided as indicated.

3.3.2 Over Metal Lintels and Flashings

Lath over metal lintels shall be extended vertically over the angles to a height of not less than 6 inches and horizontally across the underside of the lintels and shall be secured in an approved manner. Lath over metal flashings shall lap the flashings not less than 2 inches and shall be extended vertically for a height of not less than 6 inches.

3.3.3 Special Shapes, Profiles, and Contours

Special shapes, profiles, and contours shall be formed with wood, metal or aluminum furring and reinforcing.

3.4 FURRING

Furring shall be installed to true lines and surfaces and shall be rigidly supported and secured in place.

3.5 PREPARATION OF SURFACES

Preparation of surfaces for application of stucco to solid bases such as masonry or concrete shall conform to the applicable requirements of ASTM C 926.

3.6 PROPORTIONS AND MIXING

Proportions and mixing for job-mixed base coat and finish coat shall conform to the applicable requirements of ASTM C 926. Mixing of mill-mixed finish coat shall be in accordance with the manufacturer's directions.

3.7 STUCCO APPLICATION

Stucco shall be applied in three coats to a thickness of not less than 1 inch as measured from the back plane of metal reinforcement, exclusive of ribs or dimples or from the face of solid backing or support, with or without metal reinforcement, to the finished stucco surface, including moderate texture variations. Stucco application shall conform to the applicable requirements of ASTM C 926 and the following:

3.7.1 Workmanship

Items or features of the work in connection with or adjoining the stucco shall be in place, plumb, straight, and true prior to beginning the stucco work. Metal and wire lath, where required, shall be in place and positioned to provide a good key at back of lath. Where lath is applied over copper, the copper shall be given a heavy coat of bituminous paint. Masonry surfaces to receive stucco shall be evenly dampened immediately prior to application of stucco. Each stucco coat shall be applied



continuously in one general direction, without allowing mortar to dry at edges. Where it is impossible to work the full dimension of a wall surface in a continuous operation, jointing shall be made at a break, opening, or other natural division of the surface. Edges to be joined shall be dampened slightly to produce a smooth confluence. Exterior corners of stucco shall be slightly rounded. Stucco on soffit surfaces shall be pitched forward to form a drip.

3.7.2 Scratch Coat

Scratch coat shall be applied not less than 3/8 inch thick under sufficient pressure to form good keys and to completely embed the reinforcement. Before the scratch coat has set, it shall be lightly scratched in one direction and vertical surfaces shall be scratched in the horizontal direction only. The scratch coat shall be fog cured for a minimum of 72 hours.

3.7.3 Brown Coat

The scratch coat shall be dampened evenly to obtain uniform suction before the brown coat is applied. There shall be no visible water on the surface when the brown coat is applied. The brown coat shall be applied to the scratch coat with sufficient pressure to force the stucco into the scratches and shall be brought to a plumb, true, even plane with rod or straightedge. When set sufficiently, the brown coat shall be uniformly floated with a dry float to promote densification of the coat and to provide a surface receptive to bonding of the finish coat. Brown coat shall be fog cured for a minimum of 72 hours.

3.7.4 Finish Coat

Surfaces of the brown coat shall be dampened not more than 1 hour before the finish coat is to be applied to a uniform wetness with no free-standing water on the surface. The finish coat shall have a spray-textured finish and shall conform to the approved sample. The finish coat shall be fog cured for a minimum of 48 hours. Care shall be taken to prevent staining.

3.7.5 Surface Tolerance

When a 10 foot straightedge is placed at any location on the finished surface of the stucco, excluding rough-textured finish, the surface shall not vary more than 1/8 inch from the straightedge.

3.8 CURING AND PROTECTION

Fog curing shall be accomplished by applying a fine mist of water to the stucco. Care shall be exercised during fog curing to avoid erosion damage to the stucco surfaces. A solid stream of water shall not be used. Frequency of fogging shall be not less than three times daily. When directed the Contractor shall protect the stucco from the direct rays of the sun during severe drying conditions using canvas, cloth or other approved sheet material.

3.9 PATCHING AND POINTING

Loose, cracked, damaged or defective work shall be replaced or patched as directed. Patching shall match existing work in texture and color and shall be finished flush.



-- End of Section --



SECTION 10 14 01

EXTERIOR SIGNAGE04/06

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.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A 123/A 123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 653/A 653M (2009a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A 924/A 924M (2009a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

1.2 GENERAL REQUIREMENTS

All exterior signage shall be provided by a single manufacturer. Exterior signage shall be of the design, detail, sizes, types, and message content shown on the drawings, shall conform to the requirements specified, and shall be provided at the locations indicated. Submit exterior signage schedule in electronic media with spread sheet format. Spread sheet shall include sign location, sign type, and message. Signs shall be complete with lettering, framing as detailed, and related components for a complete installation. Recyclable materials shall conform to EPA requirements in accordance with Section 01 62 35 RECYCLED / RECOVERED MATERIALS. Submit one12 inch length of framing for illuminated signs and one sample of each type of sign. Each sample shall consist of a complete sign panel with letters and symbols. Samples may be installed in the work, provided each sample is identified and location recorded. Submit three color samples for each material requiring color and 12 inch square sample of sign face color sample.



1.2.1 Wind Load Requirements

Exterior signage shall be designed to withstand 90 mph windload. Submit design analysis and supporting calculations performed in support of specified signage.

1.2.2 Character Proportions and Heights

Letters and numbers on indicated signs for handicapped-accessible buildings shall have a width-to-height ratio between 3:5 and 1:1 and a stroke-width-to-height ratio between 1:5 and 1:10. Characters and numbers on indicated signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case letter "X". Lower case characters are permitted.

1.3 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-02 Shop Drawings

Approved Detail Drawings

SD-03 Product Data

Modular Exterior Signage SystemInstallationExterior SignageWind Load Requirements

SD-04 Samples

Exterior Signage

SD-10 Operation and Maintenance Data

Protection and Cleaning

1.4 QUALIFICATIONS

Signs, plaques, and dimensional letters shall be the standard product of a manufacturer regularly engaged in the manufacture of the products. Items of equipment shall essentially duplicate equipment that has been in satisfactory use at least 2 years prior to bid opening.

1.5 DELIVERY AND STORAGE

Materials shall be wrapped for shipment and storage, delivered to the jobsite in manufacturer's original packaging, and stored in a clean, dry area in accordance with manufacturer's instructions.

1.6 WARRANTY

Manufacturer's standard performance guarantees or warranties that extend beyond a one year period shall be provided.



PART 2 PRODUCTS

2.1 DIMENSIONAL BUILDING LETTERS

2.1.1 Fabrication

Letters shall be fabricated from cast bronze. Letters shall be cleaned by chemical etching or cleaned ultrasonically in a special degreasing bath. Letters shall be packaged for protection until installation.

2.1.2 Typeface

Typeface shall be as indicated.

2.1.3 Size

Letter size shall be as indicated.

2.1.4 Finish

Anodized aluminum finish shall be provided.

2.1.5 Mounting

Threaded studs of number and size as recommended by manufacturer, shall be used for concealed anchorage. Letters which project from the building line shall have stud spacer sleeves. Letters, studs, and sleeves shall be of the same material. Templates for mounting shall be supplied.

2.2 ANODIC COATING

Anodized finish shall conform to AA DAF-45 as follows:

Clear (natural) designation AA-M10-C22-A31, Architectural Class II 0.4 mil or thicker.

2.3 CAST BRONZE

Components shall be fabricated with sharp corners, flat faces, and accurate profiles. Burrs and rough spots shall be removed and polished. Faces shall be finished to a uniform high luster. Cast bronze shall be in accordance with ASTM B 62.

2.4 ANCHORS AND FASTENERS

Exposed anchor and fastener materials shall be compatible with metal to which applied and shall match in color and finish and shall be non-rusting, non-corroding, and non-staining. Exposed fasteners shall be tamper-proof.

2.5 SHOP FABRICATION AND MANUFACTURE

2.5.1 Factory Workmanship

Work shall be assembled in the shop, as far as practical, ready for installation at the site. Work that cannot be shop assembled shall be given a trial fit in the shop to ensure proper field assembly. Holes for bolts and screws shall be drilled or punched. Drilling and punching shall produce clean, true lines and surfaces. Welding to or on structural steel



shall be in accordance with AWS D1.1/D1.1M. Welding shall be continuous along the entire area of contact. Exposed welds shall be ground smooth. Exposed surfaces of work shall have a smooth finish and exposed riveting shall be flush. Fastenings shall be concealed where practical. Items specified to be galvanized shall be by hot-dip process after fabrication if practical. Galvanization shall be in accordance with ASTM A 123/A 123M and ASTM A 653/A 653M, as applicable. Other metallic coatings of steel sheet shall be in accordance with ASTM A 924/A 924M. Joints exposed to the weather shall be formed to exclude water. Drainage and weep holes shall be included as required to prevent condensation buildup.

2.5.2 Dissimilar Materials

Where dissimilar metals are in contact, or where aluminum is in contact with concrete, mortar, masonry, wet or pressure-treated wood, or absorptive materials subject to wetting, the surfaces shall be protected with a coat of asphalt varnish or a coat of zinc-molybdate primer to prevent galvanic or corrosive action.

2.5.3 Shop Painting

Surfaces of miscellaneous metal work, except nonferrous metal, corrosion resisting steel, and zinc-coated work, shall be given one coat of zinc-molybdate primer or an approved rust-resisting treatment and metallic primer in accordance with manufacturer's standard practice. Surfaces of items to be embedded in concrete shall not be painted. Upon completion of work, damaged surfaces shall be recoated.

2.6 COLOR, FINISH, AND CONTRAST

Color shall be as indicated on the drawings. Color listed is not intended to limit the selection of equal colors from other manufacturers. For buildings required to be handicapped-accessible, the characters and background of signs shall be eggshell, matte, or other non-glare finish. Characters and symbols shall contrast with their background - either light characters on a dark background or dark characters on a light background.

PART 3 EXECUTION

3.1 INSTALLATION

Signs, plaques, or dimensional letters shall be installed in accordance with approved manufacturer's instructions at locations shown on the approved detail drawings; submit drawings showing elevations of each type of sign; dimensions, details, and methods of mounting or anchoring; shape and thickness of materials; and details of construction. A schedule showing the location, each sign type, and message shall be included. Circuits installed underground shall conform to the requirements of Section 33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND. Steel conduits installed underground and illuminated signage mounted directly on buildings shall be in conformance with the requirements of Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM. Signs shall be installed plumb and true at mounting heights indicated, and by method shown or specified. Signs mounted on other surfaces shall not be installed until finishes on such surfaces have been completed. Submit manufacturer's installation instructions and cleaning instructions.



3.1.1 Anchorage

Anchorage and fastener materials shall be in accordance with approved manufacturer's instructions for the indicated substrate. Anchorage not otherwise specified or indicated shall include slotted inserts, expansion shields, and powder-driven fasteners when approved for concrete; toggle bolts and through bolts for masonry; machine carriage bolts for steel; lag bolts and screws for wood.

3.1.2 Protection and Cleaning

The work shall be protected against damage during construction. Hardware and electrical equipment shall be adjusted for proper operation. Glass, frames, and other sign surfaces shall be cleaned in accordance with manufacturer's instructions. After signs are completed and inspected, the Contractor shall cover all project identification, directional, and other signs which may mislead the public. Covering shall be maintained until instructed to be removed by the Contracting Officer or until the facility is to be opened for business. Submit six copies of maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. The instructions shall include simplified diagrams for the equipment as installed. Signs shall be cleaned, as required, at time of cover removal.

3.2 FIELD PAINTED FINISH

Miscellaneous metals and frames shall be field painted in accordance with Section 09 90 00 PAINTS AND COATINGS. Anodized metals, masonry, and glass shall be protected from paint. Finish shall be free of scratches or other blemishes.




26 20 00 W91278-11-R-0088-0002

26 20 00 ****************************************************************************** 2.12.1 Enclosure Enclosures shall meet the requirements of UL 50. All cabinets shall be door in door fronts fabricated from sheet steel of not less than No. 10 gauge if flush-mounted or mounted outdoors, and not less than No. 12 gauge if surface-mounted indoors, with full seam-welded box ends. Cabinets mounted outdoors or flush-mounted shall be hot-dipped galvanized after fabrication. Cabinets shall be painted in accordance with paragraph PAINTING. Outdoor cabinets shall be of NEMA 3R raintight with conduit hubs welded to the cabinet. Front edges of cabinets shall be form-flanged or fitted with structural shapes welded or riveted to the sheet steel, for supporting the panelboard front. All cabinets shall be so fabricated that no part of any surface on the finished cabinet shall deviate from a true plane by more than 1/8 inch. Holes shall be provided in the back of indoor surface-mounted cabinets, with outside spacers and inside stiffeners, for mounting the cabinets with a 1/2 inch clear space between the back of the cabinet and the wall surface. Flush doors shall be mounted on hinges that expose only the hinge roll to view when the door is closed. Each door shall be fitted with a combined catch and lock, except that doors over 24 inches long shall be provided with a three-point latch having a knob with a T-handle, and a cylinder lock. Two keys shall be provided with each lock, and all locks shall be keyed alike. Finished-head cap screws shall be provided for mounting the panelboard fronts on the cabinets. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


26 28 21.00 40 W91278-11-R-0088-0002

26 28 21.00 40 ******************************************************************************

SECTION 26 28 21.00 40

SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCHES ****************************************************************************** 2.1 APPLICATION Automatic transfer switch shall be capable of transferring the load from the normal power source to emergency power source, and from an emergency source to the normal power source. Locate switch where indicated. Switch shall be solenoid-operated, mechanically held, double-throw, rated for continuous duty, capable of transferring in 100 milliseconds or less, and conforming to the applicable requirements of UL 1008 and NFPA 70, Article 700, except as herein modified. Provide a service entrance power transfer switch that combines automatic power switching with a utility circuit breaker as a disconnect device. Automatic transfer switch shall be the two-pole type for single-phase application, and threefour-pole type for three-phase application. Provide a solid neutral conductor connection for neutral transfer from normal source to emergency source. Automatic transfer switch shall be capable of being placed in either the normal or the emergency position. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


28 31 76 W91278-11-R-0088-0002

28 31 76 ****************************************************************************** 2.13.5 Voice Notification System The Voice Notification System shall comply with the requirements of NFPA 72 for Emergency Voice/Alarm Communications System requirements ISO 7240-16, IEC 60268-16, except as specified herein. The system shall be a one-way multi-channel voice notification system incorporating user selectability of a minimum 8 distinct sounds for tone signaling, and the incorporation of a voice module for delivery of prerecorded messages. Textual audible appliances shall produce a slow whoop tone for three cycles followed by a voice message that is repeated until the control panel is reset or silenced. Automatic messages shall be broadcast through speakers on appropriate floors, but not in stairs or elevator cabs. The visual strobes and audible message shall automatically be broadcast on the floor of fire alarm origin, the floor immediately above the floor of fire alarm origin, and the floor immediately below the floor of fire alarm origin. A live voice message shall override the automatic audible output through use of a microphone input at the control panel. a. When using the microphone, live messages shall be broadcast through speakers in stairs, in elevator cabs, and throughout a selected floor or floors. The system shall be capable of operating all speakers at the same time. The Voice Notification System shall support Public Address (PA) paging for the facility. The digitalized voice message shall consist of a non-volatile (EPROM) microprocessor based input to the amplifiers. The microprocessor shall actively interrogate circuitry, field wiring, and digital coding necessary for the immediate and accurate rebroadcasting of the stored voice data into the appropriate amplifier input. Loss of operating power, supervisory power, or any other malfunction that could render the digitalized voice module inoperative shall automatically cause the slow whoop tone to take over all functions assigned to the failed unit. b. The Mass Notification functions shall override the manual or automatic fire alarm notification or Public Address (PA) functions. The system shall have the capability of utilizing a remote microphone station with redundant controls of the notification system control panel. Class "A" Notification Appliance Circuits (NAC) shall be provided for the activation of strobe appliances. The activation of the NAC Circuits shall follow the operation of the speaker NAC circuits. Audio output shall be selectable for line level (600 ohms), 25, 70.7 or 100 volt output. The audio amplifier outputs shall be not greater than 100 watts RMS output. The strobe NAC Circuits shall provide at least 2 amps of 24 VDC power to operate strobes and have the ability to synchronize all strobes. A hand held microphone shall be provided and, upon activation, shall take priority over any tone signal, recorded message or PA microphone operation in progress, while maintaining the strobe NAC Circuits activation. All outputs and operational modules shall be fully supervised with on-board diagnostics and trouble reporting circuits. Form "C" contacts shall be provided for system alarm and trouble conditions. Circuits shall be provided for operation of auxiliary appliance during trouble conditions. During a Mass Notification event the panel shall not generate nor cause any trouble alarms to be generated with the Fire Alarm system. The Control Panel for the Voice Notification System shall be independent of the Fire alarm system and shall be capable of autonomous operation. The system shall be housed in same panel with the fire alarm system. Mass Notification functions shall take precedence


28 31 76 W91278-11-R-0088-0002

over all other function performed by the Voice Notification System. Messages shall utilize a male voice and shall be similar to the following: 1) Suspicious Activity Fast Whoop x 5 seconds "May I have your attention, please. May I have your attention, please. A possible breach in security has been reported in the building. Remain calm and take appropriate security measures to report suspicious persons, vehicles, packages, or activities to security personnel." 2) Terrorist Threat Slow Whoop x 5 seconds "May I have your attention, please. May I have your attention, please. A terrorist threat has been reported on post. Remain calm and stay in the building. Take appropriate security measures to report suspicious persons, vehicles, packages, or activities to security personnel." 3) Bomb Threat Slow Whoop x 5 seconds "My I have your attention, please. May I have your attention, please. A bomb threat for this building has been reported. Please remain calm and exit the building using the nearest exit." 4) Chemical Hazard Gong Tone x 5 seconds "May I have your attention, please. May I have your attention, please. A toxic chemical spill hazard has been reported on the property. Please remain calm, await further live directions and take appropriate measures to avoid the hazard." 5) Weather 1kHz Tone x 5 seconds "May I have your attention, please. May I have your attention, please. The national weather service has issued a severe weather alert for this area. Tune to local radio and television stations for further guidance." 6) Medical 1 kHz Tone x 5 seconds "May I have your attention, please. May I have your attention, please. A medical emergency has been reported in the building. If you can provide qualified assistance, please report to the main entrance." 7) Shelter in Place 1kHz x 5 seconds "May I have your attention, please. May I have your attention, please. An undisclosed emergency has been reported in the building. Please assemble in the building's safe room." 8) Fire siren x 5 seconds "May I have your attention, please. May I have your attention, please. A fire related emergency has been reported on property. Please remain calm and exit the building using the nearest exit." 9) All Clear Fast Chime Tone x 5 seconds "All clear, all clear. The Emergency situation has been resolved. Please return to your normal activities."


28 31 76 W91278-11-R-0088-0002

10) Test Fast Chime Tone x 5 seconds "May I have your attention, please. May I have your attention, please. We are conducting a test of the Fire Alarm/Mass Notification systems. This is only a test. You will be notified when the testing is complete. Do not evacuate the building." a. The Remote Microphone station shall incorporate a Push-To-Talk (PTT) microphone, redundant controls and system status indicators of/for the system. The unit shall incorporate microphone override of any tone generation or prerecorded messages. The unit shall be fully supervised from the control panel. The housing shall contain a lock that is keyed identical to the fire alarm system for the building. b. Auxiliary Input Module shall be designed to be an outboard expansion module to either expand the number of optional remote microphone stations, or allow a telephone interface. c. Remote Microphone station (PA) shall incorporate a Push-To-Talk (PTT) microphone, and controls to allow Public Address paging in the facility. The Public Address paging function shall not override any alarm or notification functions. The microphone shall be desktop style. 1) Fire Siren Tone x 5 seconds "May I have your attention, please. May I have your attention, please. Fire alarm, please evacuate using the nearest exit." 2) Weather Chime x 5 seconds "May I have your attention, please. May I have your attention, please. The national weather service has issued a tornado warning. Seek cover immediately." 3) Suspicious Activity Fast Chime x 5 seconds "May I have your attention, please. May I have your attention, please. There is an intruder on post. Stay inside and secure all doors." 4) Bomb Threat Chime x 5 seconds "May I have your attention, please. May I have your attention, please. A bomb threat for this building has been reported. Please remain calm and exit the building. Avoid the main entrance." 5) Terrorist Threat Chime x 5 seconds "May I have your attention, please. May I have your attention, please. There is an active shooter. Stay inside. Secure all doors. Avoid windows." 6) Chemical Hazard Fast Chime x 5 seconds "May I have your attention, please. May I have your attention, please. Possible contaminations have been reported in the vicinity. Stay inside.


28 31 76 W91278-11-R-0088-0002

Close doors and windows." 7) All Clear Fast Chime Tone x 5 seconds "All clear, all clear. Please resume your normal activities." 8) Test Fast Chime Tone x 5 seconds "May I have your attention, please. May I have your attention, please. This is a test of the Notification System. Continue normal activities. This is only a test." a. Listed messages shall be programmed in the Monaco BTXM and capable of receiving each signal from external source from the Emergency Operations Center (EOC). All items shall be tested at final inspection of Fire Alarm System. b. The Remote Microphone station shall incorporate a Push-To-Talk (PTT) microphone, redundant controls and system status indicators of/for the system. The unit shall incorporate microphone override of any tone generation or prerecorded messages. The unit shall be fully supervised from the control panel. The housing shall contain a lock that is keyed identical to the fire alarm system for the building. c. Auxiliary Input Module shall be designed to be an outboard expansion module to either expand the number of optional remote microphone stations, or allow a telephone interface. d. Remote Microphone station (PA) shall incorporate a Push-To-Talk (PTT) microphone, and controls to allow Public Address paging in the facility. The Public Address paging function shall not override any alarm or notification functions. The microphone shall be desktop style. ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


33 70 02.00 10 W91278-11-R-0088-0002

33 70 02.00 10 ****************************************************************************** 1.3 SUBMITTALS Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES: SD-07 Certificates Material and Equipment Where materials or equipment are specified to conform to the standards of the Underwriters Laboratories (UL) or to be constructed or tested, or both, in accordance with the standards of the American National Standards Institute (ANSI), the Institute of Electrical and Electronics Engineers (IEEE), or the National Electrical Manufacturers Association (NEMA), submit proof that the items provided conform to such requirements. The label of, or listing by, UL will be acceptable as evidence that the items conform. Either a certification or a published catalog specification data statement, to the effect that the item is in accordance with the referenced ANSI or IEEE standard, will be acceptable as evidence that the item conforms. A similar certification or published catalog specification data statement to the effect that the item is in accordance with the referenced NEMA standard, by a company listed as a member company of NEMA, will be acceptable as evidence that the item conforms. In lieu of such certification or published data, the Contractor may submit a certificate from a recognized testing agency equipped and competent to perform such services, stating that the items have been tested and that they conform to the requirements listed, including methods of testing of the specified agencies. Compliance with above-named requirements does not relieve the Contractor from compliance with any other requirements of the specifications. Cable Joints A certification that contains the names and the qualifications of people recommended to perform the splicing and termination of medium-voltage cables approved for installation under this contract. The certification shall indicate that any person recommended to perform actual splicing and terminations has been adequately trained in the proper techniques and have had at least three recent years of experience in splicing and terminating the same or similar types of cables approved for installation. In addition, any person recommended by the Contractor may be required to perform a practice splice and termination, in the presence of the Contracting Officer, before being approved as a qualified installer of medium-voltage cables. If that additional requirement is imposed, provide short sections of the approved types of cables along with the approved type of splice and termination kits, and detailed manufacturer's instruction for the proper splicing and termination of the approved cable types. Installation Engineer Provide at least one onsite person in a supervisory position with a documentable level of competency and experience to supervise all cable pulling operations. A resume shall be provided showing the cable installers' experience in the last three years, including a list of references complete


33 70 02.00 10 W91278-11-R-0088-0002

with points of contact, addresses and telephone numbers. (NOTE: The remainder of the paragraph is unchanged by the amendment.) ****************************************************************************** 2.3.1.2 Equipment Equipment and component items, including but not limited to transformer stations emergency generator and ferrous metal luminaries not hot-dip galvanized or porcelain enamel finished, shall be provided with corrosion-resistant finishes which shall withstand 480 hours of exposure to the salt spray test specified in ASTM B 117 without loss of paint or release of adhesion of the paint primer coat to the metal surface in excess of 1/16 inch from the test mark. The scribed test mark and test evaluation shall be in accordance with ASTM D 1654 with a rating of not less than 7 in accordance with TABLE 1, (procedure A). Cut edges or otherwise damaged surfaces of hot-dip galvanized sheet steel or mill galvanized sheet steel shall be coated with a zinc rich paint conforming to the manufacturer's standard. ****************************************************************************** 2.4.1.3 Direct Buried NOT USED Single conductor cables shall of a type identified for direct burial. Service entrance cables shall conform to UL 854 for Type USE service entrance cable. ****************************************************************************** 2.5.1 Low-Voltage Cable Splices Low-voltage cable splices and terminations shall be rated at not less than 600 Volts. Splices in conductors No. 10 AWG and smaller shall be made with an insulated, solderless, pressure type connector, conforming to the applicable requirements of UL 486A-486B. Splices in conductors No. 8 AWG and larger shall be made with noninsulated, solderless, pressure type connector, conforming to the applicable requirements of UL 486A-486B. Splices shall then be covered with an insulation and jacket material equivalent to the conductor insulation and jacket. Splices below grade or in wet locations shall be sealed type conforming to ANSI C119.1 or shall be waterproofed by a sealant-filled, thick wall, heat shrinkable, thermosetting tubing or by pouring a thermosetting resin into a mold that surrounds the joined conductors. Service entrance and emergency generator conductors shall not be spliced between the origination and termination points. ****************************************************************************** 3.7.3 Grounding and Bonding Conductors Grounding and bonding conductors include conductors used to bond transformer emergency generator enclosures and equipment frames to the grounding electrode system. Grounding and bonding conductors shall be sized as shown, and located to provide maximum physical protection. Bends greater than 45 degrees in ground conductors are not permitted. Routing of ground conductors through concrete shall be avoided. When concrete penetration is necessary, nonmetallic


33 70 02.00 10 W91278-11-R-0088-0002

conduit shall be cast flush with the points of concrete entrance and exit so as to provide an opening for the ground conductor and the opening shall be sealed with a suitable compound after installation. ****************************************************************************** 3.8.5 Circuit Breaker Tests NOT USED The following field tests shall be performed on circuit breakers. Pass-fail criteria shall be in accordance with the circuit breaker manufacturer's specifications. a. Insulation resistance test phase-to-phase. b. Insulation resistance test phase-to-ground. c. Closed breaker contact resistance test. d. Power factor test. e. High-potential test. f. Manual and electrical operation of the breaker. ****************************************************************************** 3.8.6 Pre-Energization Services Calibration, testing, adjustment, and placing into service of the installation shall be accomplished by a manufacturer's product field service engineer or independent testing company with a minimum of 2 years of current product experience. The following services shall be performed on the equipment listed below. These services shall be performed subsequent to testing but prior to the initial energization. The equipment shall be inspected to ensure that installation is in compliance with the recommendations of the manufacturer and as shown on the detail drawings. Terminations of conductors at major equipment shall be inspected to ensure the adequacy of connections. Bare and insulated conductors between such terminations shall be inspected to detect possible damage during installation. If factory tests were not performed on completed assemblies, tests shall be performed after the installation of completed assemblies. Components shall be inspected for damage caused during installation or shipment to ensure packaging materials have been removed. Components capable of being both manually and electrically operated shall be operated manually prior to the first electrical operation. Components capable of being calibrated, adjusted, and tested shall be calibrated, adjusted, and tested in accordance with the instructions of the equipment manufacturer. Items for which such services shall be provided, but are not limited to, are the following: a. PanelboardsDiesel Engine Generator b. Switchboards cb. Switches ****************************************************************************** (NOTE: The remainder of the section is unchanged by the amendment.)


SECTION 33 82 00

TELECOMMUNICATIONS OUTSIDE PLANT (OSP)04/06

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 in the text by the basic designation only.

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE Std 100 (2000) The Authoritative Dictionary of IEEE Standards Terms

1.2 RELATED REQUIREMENTS

Section 27 10 00, BUILDING TELECOMMUNICATIONS CABLING SYSTEM, and Section 33 70 02.00 10, ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND apply to this section with additions and modifications specified herein.

1.3 DEFINITIONS

Unless otherwise specified or indicated, electrical and electronics terms used in this specification shall be as defined in TIA/EIA-568-B.1, TIA/EIA-568-B.2, TIA-568-C.3, TIA/EIA-569-A, TIA/EIA-606-A, and IEEE Std 100 and herein.

1.3.1 Campus Distributor (CD)

A distributor from which the campus backbone cabling emanates. (International expression for main cross-connect - (MC).)

1.3.2 Entrance Facility (EF) (Telecommunications)

An entrance to the building for both private and public network service cables (including antennae) including the entrance point at the building wall and continuing to the entrance room or space.

1.3.3 Entrance Room (ER) (Telecommunications)

A centralized space for telecommunications equipment that serves the occupants of a building. Equipment housed therein is considered distinct from a telecommunications room because of the nature of its complexity.

1.3.4 Building Distributor (BD)

A distributor in which the building backbone cables terminate and at which connections to the campus backbone cables may be made. (International expression for intermediate cross-connect - (IC).)

1.3.5 Pathway

A physical infrastructure utilized for the placement and routing of telecommunications cable.

SECTION 33 82 00 Page 1Entire Section Replaced by Amendment No. W91278-11-R-0088-0002


1.4 SYSTEM DESCRIPTION

The telecommunications outside plant consists of 2-4" schedule 40 PVC conduits from telecommunictions room backboard to 5 feet outside of building line. Contractor shall stubout conduits 5 feet outside of building. All conduits shall have pull wire and shall be marked, tagged and capped at both ends.

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

Products supplied shall be specifically designed and manufactured for use with outside plant telecommunications systems.

2.2 CONDUIT

Provide conduit as specified in Section 33 70 02.00 10, ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Underground Duct Provide underground duct and connections to existing manholes, and existing ducts as specified in Section 33 70 02.00 10, ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND with any additional requirements as specified herein.

3.1.2 Reconditioning of Surfaces Provide reconditioning of surfaces as specified in Section 33 70 02.00 10, ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND.

3.1.3 Penetrations

Caulk and seal cable access penetrations in walls, ceilings and other parts of the building. Seal openings around electrical penetrations through fire resistance-rated wall, partitions, floors, or ceilings in accordance with Section 07 84 00, FIRESTOPPING.

3.2 LABELING

3.2.1 Labels

Provide labeling for new cabling and termination hardware located within the facility in accordance with TIA/EIA-606-A. Handwritten labeling is unacceptable. Stenciled lettering for cable and termination hardware shall be provided using laser printer.


SECTION 33 82 00 Page 2Entire Section Replaced by Amendment No. W91278-11-R-0088-0002

Documents

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE … 02...AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES 1 2 2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE