W912BU-17-R-0032_Specs-AM0005.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

U0005

The purpose of this amendment is to provide RFI clarifications and revised specification and drawings.

The due date for all proposals is extended to 13 March 2018 at 11am.

CONTR DIV-CONTRACTS BR

USACE, PHILA DISTRICT WANAMAKER BUILDING 100

PENN SQUARE EASTPHILADELPHIA PA 19107-3390

See Item 6

J

W25PHS71597713

W912BU-17-R-0032

03/08/2018

01/03/2018

This page was intentionally left blank for duplex printing.

Amendment No. 0005

RFP W912BU-17-R-0032

14. DESCRIPTION OF AMENDMENT (continued)

a. REQUESTS FOR INFORMATION (RFI) WITH RESPONSES: RFI’s with responses, annotated Amendment No. 0005, are attached to this amendment.

b. SECTION 00 22 00 – SOLICITATION PROVISIONS: Please delete pages 00 22 00-3, 5 and 6 in their entirety and insert the revised pages 00 22 00-3, 5 and 6, annotated Amendment No. 0005, attached hereto.

c. PROJECT TABLE OF CONTENTS: Please delete the Project Table of Contents in its entirety, and insert the revised Project Table of Contents, annotated Amendment No. 0005, attached hereto.

d. TECHNICAL SPECIFICATIONS:

(1) Section 01 45 00.00 10 - QUALITY CONTROL: Please delete page 01 45 00.00 10-5, in its entirety, and insert the revised page 01 45 00.00 10-5, annotated Amendment No. 0005, attached hereto.

(2) Section 01 58 00 - PROJECT IDENTIFICATION: Please delete page 01 58 00-2, in its entirety, and insert the revised page 01 58 00-2, annotated Amendment No. 0005, attached hereto.

(3) Section 03 30 00.00 10 - CAST-IN-PLACE CONCRETE: Please delete page 03 30 00.00 10-12 in its entirety and insert the revised page 03 30 00.00 10-12, annotated Amendment No. 0005, attached hereto.

(4) Section 07 24 00 - EXTERIOR INSULATION AND FINISH SYSTEMS: Please delete this section in its entirety.

(5) Section 08 71 00 – DOOR HARDWARE: Please delete pages 08 71 00-13 through 44 in their entirety and insert the revised pages 08 71 00-13 through 44, annotated Amendment No. 0005, attached hereto.

e. DRAWINGS: Please delete the following drawings in their entirety and substitute revised sheets of the same numbers, with the latest revision date of 7 March 2018, attached hereto.

AE001 IN228

AS401 IN701

f. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0005. Failure to acknowledge all amendments may be cause for rejection of the bid.

RFP W912BU-R-17-0032

RFI #

Date Submitted Date Ans

Dwg Sheet/ Spec Section Comment Official Response

191 28 Feb 2018 8 Mar 2018 Please confirm and identify the areas that meet the 20 foot rule for fireproofing (no FP required at the roof decks).

The areas meeting this exception require all structure to be clear of the finished floor below by 20'-0". Areas are to be confirmed with the final roof framing and design by the joist manufactruer/specialty engineer.

192 28 Feb 2018 8 Mar 2018

There are numerous details on the A450 series and A520 series drawings that show "High Density Fireproofing Material" at locations over top of the exterior wall. These location are in areas where no fireproofing is shown or required (see question ). What is the intent of this FP? What is the rating required? What thickness needs to be applied? What UL Design is to be used?

The areas referenced in this RFI designated as "high density fireproofing" over the top of the exterior wall filling the structural metal deck flutes is to be "high density insulation" to create closure of the building themal envelope connection from the roof insulation to the spray foam below the deck closing to the wall.

193 28 Feb 2018 8 Mar 2018 07 81 00 The specification 078100 section 2.4 lists Intumescent fireproofing. Please identify where this is required.

Provide required fire protection ratings for all structural memebers in accordance with the schedule noted on Sheet G-003.

Intumescent fire proofing is to be used at all locations where steel protection will be exposed or it is not possible to protect the steel with spray applied fire proofing. As replied in previous RFI, structural elements where the complete assembly is above 20'- 0" above the finished floor may qualify for the exception to eliminate rating for that element (see applicable code).

Intumenscent fire protection to be provided at a minimum at all building structural steel at window/curtain wall elements aluminum clad steel elements and all expsoed conditions.

194 28 Feb 2018 8 Mar 2018

When I looked at the Davis-Bacon Building wage rates provided for the project, I did not see rates for the following equipment operators: Loader, Pavers, Rollers, Milling Machines. Please clarify.

Available wage rates are included in the solicitation.

195 28 Feb 2018 8 Mar 2018 Please provide details and sections for the running track by the football field.

AS 401 refers to gravel/clay track with rubberized edge. Basis of Design is Beam Clay with 6" edge.

(http://www.beamclay.com/9%20- %20Running%20Tracks.pdf)

196 28 Feb 2018 8 Mar 2018 Please provide a detail of the Turf Field Material/Thickness.

Please see provided specification section 32 92 23 - Sodding, Item 2.1.1 Classification statting "Nursery grown, certified as classified in the TPI GSS. Machine cut sod at a uniform thickness of 3/4 inch within a tolerance of 1/4 inch, excluding top growth and thatch. Each individual sod piece shall be strong enough to support its own weight when lifted by the ends. Broken pads, irregularly shaped pieces, and torn or uneven ends will be rejected."

197 28 Feb 2018 8 Mar 2018 Can the water supply be shut down to make the two connections on Center Road to supply the new school, or does it have to remain active ?

Please see specification section 33 11 00 Water Utility Distribution Piping and Section 01 14 00 Work Restrictions requiring the following: Item 1.2 Special Scheduling Requirements d. Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. All utility interuptions are to be coordianted and approved by the installation and utility. Please see all other applicable specifications.

198 28 Feb 2018 8 Mar 2018 We request a 2 week bid extension.

Please refer to SF 30 included in latest amendment for submittal date and time.

WELCH ELEMENTARY SCHOOL / DOVER MIDDLE SCHOOL REPLACEMENT

NOTE: RFI's 1-24, 26, 27, and 29-32 have been answered previously in Amendment 0003. RFI's 25, 28, and 33-190 have been answered previously in Amendment 0004.

Request For Information Page 1

RFI #

Date Submitted Date Ans

Dwg Sheet/ Spec Section Comment Official Response

199 28 Feb 2018 8 Mar 2018 S-402C

There is a roof "canopy" with framing shown on drawing S-402C between columns lines E-05 and E-06. Does this steel and deck get FP? If so what material type is to be used?

This area is a low roof over the corridor and is required to have fire protection in accordance with G-003 (and the applicable code). Spray applied fire proofing (per specification) may be used at this condition as it is above a finished ceiling.

200 28 Feb 2018 8 Mar 2018 AS506

On Detail A7/AS506, there is a note stating that there is a portable safety net for discus/shotput circle locations. Is this something that attaches to the fenching? This is school supplied? The fencing is dashed at this location. Is the fencing permanent?

This area is a low roof over the corridor and is required to have fire protection in accordance with G-003 (and the applicable code). Spray applied fire proofing (per specification) may be used at this condition as it is above a finished ceiling.

201 28 Feb 2018 8 Mar 2018 AS401/AS402 In regards to the football field, who is responsible for the football field letting and numbers? There is no spec.

Line and number marking for the field will be provided by the government. Confirmation of layout is required in the contract.

202 28 Feb 2018 8 Mar 2018 AS402

The softball field shows striping, bases, and a home plate. There are no spec's for these items. Please provide information. Is this by the contractor?

The softball field marking (striping), bases, and a home plate will be provided by the government.

203 28 Feb 2018 8 Mar 2018 LP102

LP102 states that we are to recondition the play field by aeration and topdress. On sheet AS403, it shows a new pitchers mount. Are we to include the other bases and home plate? If so, please provide manufacturers. Besides aeration, topdressing, and the pitchers mound, is there any other work associated with the baseball field?

Field marking, bases and home plate are not in contract. The contractor is responsible for all other work associated with the field per the plans and specificiations.

204 28 Feb 2018 8 Mar 2018 AS506 On sheet AS506, detail A2 says that the concrete slab for shot put is to be 6'', but detail E2 says 4''. Which is correct? Provide 6" slab per Detail A2 on AS506.

205 28 Feb 2018 8 Mar 2018 AS506

Sheet AS506 details A2 and A7 state that the contractor may provide flat concrete pad with painted line for circle demarcation and delienation per NFHS Standards. Pleas provide the NFHS standards. Are the 2'' painted lines to just be painted on the grass surface or is there a hardscape surface underneath? Please provide a section through the shot put and discus field.

NFHS Standards can be found at the following web-site: http://www.nfhs.org/.

Provide the discus and shot put pads per the provided notes and details on sheet AS506.

Painted lines on the grass are not in contract.

206 28 Feb 2018 8 Mar 2018 IN209 Room 2C02 shows a sink in the corner. However Detail F7/IN209 shows base & wall cabinets and a countertop. Which is correct?

Detail F7/IN209 applies to standard elementary school classroom. Room 2C02 requires the cabinets and sink for the Charlton Program.

207 28 Feb 2018 8 Mar 2018 Section 03 30 00.00

2.1.9 Air Entrainment – Air entrain normal weight concrete as indicated in contract drawings. I do not see the air entrainment requirement in the documents. Please clarify.

Refer to amended Section 03 30 00.00 10 paragraph 2.1.9 indicating: "Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for ¾-inch nominal maximum aggregate size." See Amendment No. 0005.

208 28 Feb 2018 8 Mar 2018 Section 03 30 00.00

2.1.10 Slump – The spec says that the slump is listed in the contract drawings. I do not see it in the documents. Please clarify.

Refer to amended Section 03 30 00.00 10, paragraph 2.1.10 indicating: "Slump Limit: 8 inches for concrete with a verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch." See Amendment No.

0005.

209 28 Feb 2018 8 Mar 2018 Section 03 30 00.00

2.1.12 Size of Aggregate – Specified in Part 2 Paragraph, it says the size of the aggregate is listed in the contractual drawings. I do not see the size of coarse aggregate listed in the documents. Please clarify.

Refer to amended Section 03 30 00.00 10, paragraph 2.1.10 indicating: "Coarse Aggregate; Conforming to ASTM C33, maximum ¾-inch in size." See Amendment No. 0005.

210 28 Feb 2018 8 Mar 2018 General Question

A current ready mix supplier is currently working on a project at Dover AFB where testing of fine and coarse aggregate was required. The samples were taken in September of 2017 and are being used on jobs that commence in March 2018. Will it be acceptable to use the testing results for the previous projects since they have already been tested and have the results, or will a new test need to be taken? New tests are very expensive.

Please clarify if the tests that were taken for other Army Corp of Engineer projects at Dover AFB are acceptable.

Please comply with the requirements of the solicitation for this project.

Request For Information Page 2

RFI #

Date Submitted Date Ans

Dwg Sheet/ Spec Section Comment Official Response

211 28 Feb 2018 8 Mar 2018 03 33 00

Aggregates – (for exposed aggregate locations) Aggregates shall be selected from full range. The aggregate supplier has a range of aggregates for exposed aggregate projects, however, the aggregate would have to be chosen well in advance for testing to be performed, ASTM 666 will not be performed unless a 13 month window before placement is given for the test to be run in its completion. Please clarify as the schedule does not allow for a 13 month wait period.

Section 03 33 00 was deleted under a previous Amendment.

212 28 Feb 2018 8 Mar 2018 03 33 00

The light weight concrete spec says that the aggregate must conform to ASTM C332, Group 1 (Vermiculite/perlite). Will the common material Staylite be acceptable as Staylight is the most common?

Confirm reference to Section 03 52 00 was intended. The project was designed for normal weight concrete. Any proposed substitutions should follow the process specified in Section 01 33 00 para 1.8 Variations.

213 5 Mar 2018 8 Mar 2018 Sheet IN208 On sheet IN208, the teachers work station has a SS5. When you go to the detail on 701/A8, it refers to the top being a SS1. Which is correct?

SS5 is correct. Refer to revised detail A8 on IN701 issued under Amendment No. 0005.

214 5 Mar 2018 8 Mar 2018 S402D Drawing S-402D shows tube steel at the stair as HSS12x12x5/8. Does this get Fireproofing? If so what type?

Confirmed. Intumescent paint is required for this condition.

215 5 Mar 2018 8 Mar 2018 23 73 13

Please include VTS Modular Air Handlers on the list of Manufacturers in specification section 237313.0040 - Modular Indoor Central Station Air Handling Units. VTS fans and coils meet the letter of the specifications.VTS Cabinet Casing specifications included below vary slightly from the spec but meet or exceed the intent of the spec when it comes to panel strength and rigidity as well as low air leakage.Please see the attached web link for additional information http://vtsgroup.us/VTS-in- USA.html

The specifications reference Basis of Design Manufacturers and others known to meet the salient characteristics listed in the specifications but do not limit submission of any product meeting the specification requirements.

216 5 Mar 2018 8 Mar 2018 M-622

M-622 Fan Coil Unit Schedule lists FC-GR-1 thru 5, these are not located on any mechanical plans. Are they required and if so can we get direction on installing? Please see sheet M-622.

217 5 Mar 2018 8 Mar 2018 Mechanical Drawings

Condensate drains are not shown. There are Condensate receptors on the below grade drains drawings but they are only in the mechanical rooms. It appears that there was no provisions made for the 2 FCO’s, 10 Split systems or AHU-6.1, 6.2, 7 and 8 located ES & MS GYM storage rooms.

Please clarify.

Condensate for AHUs and FCUs to be routed to nearest floor drain. Split systems are specified to include condensate pumps and those lines shall be routed to nearest floor drain.

218 5 Mar 2018 8 Mar 2018 M302

AHU-6.1, 6.2, 7 and 8 located ES & MS GYM storage rooms are shown M302 floating in the air, S-404B Key note 27 has them hanging from steel roof joist. AE411B note says they get a dedicated mezzanine grate. Are these units to be set on a structural mezzanine or hung from the roof?

Based on the size of the rooms and AHU’s, it appears that this will be a constructability issue as well as maintenance issue, please clarify.

These units are to be located adjacent to mezzanine platform as noted on AE411B.

Note 27 on S 404B is correct. All supports to be designed by specialty engineer.

219 5 Mar 2018 8 Mar 2018 Are there any drawing specific requirements fully coordinated drawings? Is BIM required for any trade?

The requirements are as indicated in section 01 78 00.

220 5 Mar 2018 8 Mar 2018 AE401B There appears to be lockers in room 1B12 Restroom Shower, but it does not call them out. Are they 2 tier lockers? Please clarify.

Per elevation provided on Sheet IN228 / Detail A7, provide double tier lockers.

221 5 Mar 2018 8 Mar 2018 IN228 Detail A3/IN228 is missing items. Are there mirrors and accessories in this detail? Pleave provide a new detail.

Refer to revised Detail A3/IN228 included in Amendment No. 0005.

222 5 Mar 2018 8 Mar 2018

AE401B, IN211,

IN215

On sheet AE401B between column lines 6 and 7, there is a wall type H8.0.

This wall type is to have gyp board on one side and stucco on the other.When looking on the interior elevation of the ES Art Lab 1B28 on sheet E1/IN211, it appears that this is a painted gypsum board wall. On the other side of the wall in the learning street 1G07, using elevation D1/IN215, it appears that this is also a painted gypsum board wall. Please clarify if this wall type is correct. If so, what side does the stucco get applied?

Refer to revised Sheet AE 001 reflecting the double wall condition to encapsulate the structural columns at the expansion joint.

Each of the interior sides is to receive gypsum wall board. See Amendment No.

0005.

223 5 Mar 2018 8 Mar 2018 11 30 00 Are the residential appliances to be supplied by the General Contractor?

Yes. Items included in the specification are Contractor Furnished/Contractor Installed

(CF/CI).

224 5 Mar 2018 8 Mar 2018 01 50 00

The front end specs give two different timeframes for installing the project and safety signs. Section 2.1.2 says 15 days from NTP, but section 3.1 says 10 days. Please clarify.

Refer to revised 01 58 00 specification included in Amendment No. 0005 confirming 15 day timeframe to install project and safety signs.

Request For Information Page 3

RFI #

Date Submitted Date Ans

Dwg Sheet/ Spec Section Comment Official Response

225 5 Mar 2018 8 Mar 2018 Where is the EIFS located on this project? I do not see it on the drawings.

Please advise.

EIFS is not required on this project. The specificiation section is deleted by Amendment No. 0005.

226 5 Mar 2018 8 Mar 2018 IF101-IF602D

There are visual diplay boards such as markerboards that are shown on the ''IF'' drawings. There is also a spec section on the visual display boards. Are the markerboards in the FF&E package?

Yes. Equipment items noted on the IF drawings and included in the specifications are CF/CI. Items not included in the specifications are Government Furnished/Government Installed (GF/GI).

227 5 Mar 2018 8 Mar 2018

The specified Wind turbine is not manufactured as 35' tower. They are currently sold as 50" tower height with 6' blade length. Is the 60' height +/-installed height(with base) acceptable for DAFB. Also, due to the design of the nacelle an FAA approved red beacon cannot be installed if required.

Please advise how we should move forward with this issue.

The solicitation references Basis of Design products alternates including ARE may be submitted.

(https://www.arewindtowers.com/raising-systems/motorized). The specified height is preferred.

228 5 Mar 2018 8 Mar 2018

01 45 00 CQC

Matrix/00 22 00 - 6.1.1

Please confirm if QC personnel on the matrix in section 01 45 00 can fill other roles for which they meet the qualifications specified. Confirm resumes are required for all QC personnel or only for Project Manager, Site Superintendent, Contractor Quality Control Manager and Site Safety and Health Officer.

Revisions to specification Sections 01 45 00 and 00 22 00 to clarify that QC personnel may fill multiple roles for which they are qualified unless otherwise prohibited elsewhere in the specifications. The need to provide resumes for only the roles specifically identified is also clarified. See Amendment No. 0005.

Request For Information Page 4

Subfactor D Experience

RFP W912BU-17-R-0032 Section 00 22 00 Page 3

Amendment No. 0004

RFP W912BU-17-R-0032 Section 00 22 00 Page 4

(4) standing seam metal roofing, (5) air-cooled chillers utilizing distributed pumping and boiler-fed hot water system, (6) GBCI LEED certification for Schools (including Enhanced Commissioning), (7) construction projects in close proximity to an occupied, operating school, residential neighborhood or similar setting (8) and large operable wall partitions.

RFP W912BU-17-R-0032 Section 00 22 00 Page 5

Project Manager, Site Superintendent, Contractor Quality Control Manager, and Site Safety and Health Officer (deleted) shall be identified and their resumes provided to confirm compliance with education and experience requirements of the contract specifications.

RFP W912BU-17-R-0032 Section 00 22 00 Page 6

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 05 DOVER AFB GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 37 PROJECT SCHEDULE

01 32 10 SURVEY REQUIREMENTS

01 32 33 CONSTRUCTION PHOTOGRAPHY

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 33 29.00 06 LEED (TM) CERTIFICATION

01 33 29.00 37 SUSTAINABILITY

01 33 29.37 LEED (TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40 DOVER AFB HAZARDOUS MATERIALS USAGE

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 DOVER AFB SITE MANAGEMENT

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 25 DOVER AFB ADDITIONAL ENVIRONMENTAL PROTECTION REQUIREMENTS

01 58 00 PROJECT IDENTIFICATION

01 62 00 DOVER AFB AFFIRMATIVE PROCUREMENT

01 62 35.37 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 76 00 STRUCTURES MONITORING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 83 16.10 EXTERIOR ENCLOSURE PERFORMANCE REQUIREMENTS

01 91 00.00 37 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF PCBs, MERCURY, AND OTHER HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 33 00 SECTION DELETED

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION

03 62 16 METALLIC NON-SHRINK GROUTING

PROJECT TABLE OF CONTENTS Page 1

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 13.13 NONBEARING MASONRY VENEER

DIVISION 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 16 LONGSPAN STEEL JOIST FRAMING

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

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

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 (QUARTZ AND SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 17 00 BENTONITE WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 SECTION DELETED

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 27 FLUID-APPLIED MEMBRANE AIR BARRIERS, VAPOR RETARDING

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 72 00 ROOF VENTILATORS, GRAVITY-TYPE

07 81 00 SPRAY-APPLIED FIREPROOFING

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 AND GRILLS

08 34 01 FORCED ENTRY RESISTANT COMPONENTS

08 34 02 BULLET-RESISTANT COMPONENTS

PROJECT TABLE OF CONTENTS Page 2

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 39 54 BLAST RESISTANT DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 22 36 LATH

09 24 23 STUCCO

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 13.00 40 STEEL COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 26.23 COILING PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHER CABINETS & ACCESSORIES

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

10 75 00.48 FLAGPOLES

DIVISION 11 - EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 13 10 DOCK LEVELERS AND EQUIPMENT

11 30 00 RESIDENTIAL EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 42 00 FOOD PREPARATION EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

11 46 00 FOOD DISPENSING EQUIPMENT

11 47 00 ICE MACHINES

11 48 00 CLEANING AND DISPOSAL EQUIPMENT

PROJECT TABLE OF CONTENTS Page 3

11 65 00 GYMNASIUM EQUIPMENT

11 66 23.13 BASKETBALL EQUIPMENT

11 68 13 PLAYGROUND EQUIPMENT

11 95 00 KILN

DIVISION 12 - FURNISHINGS

12 22 00 STAGE CURTAINS

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 35 20 FOODSERVICE CASEWORK, COUNTERTOPS, AND ACCESSORIES

12 35 39 COMMERCIAL KITCHEN CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 20 ALUMINUM WALKWAY COVERS AND CANOPIES

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 54 00 GREEN TOUCH SCREEN SYSTEM

DIVISION 14 - CONVEYING EQUIPMENT

14 24 01 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 21 03.00 10 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 36 00.00 40 AIR TERMINAL UNITS

23 41 13.00 40 PANEL FILTERS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

PROJECT TABLE OF CONTENTS Page 4

23 82 16.00 40 AIR COILS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 POWER MONITORING SYSTEM

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00.00 40 SWITCHBOARDS AND SWITCHGEAR

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 55 61 THEATRICAL LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 16 INTEGRATED AUDIO VIDEO SYSTEM

27 41 50 SOUND SYSTEM

27 51 23.10 INTERCOMMUNICATION SYSTEM

27 53 13 GPS WIRELESS CLOCK SYSTEMS

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00.00 20 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS), COMMERCIAL

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 25 10 DOVER AFB SEDIMENT AND EROSION CONTROL

31 31 16.13 SECTION DELETED

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

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

PROJECT TABLE OF CONTENTS Page 5

32 17 24.00 10 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 13 FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 6

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: Project Manager, electrical, mechanical, civil, structural, architectural, materials technician, submittals clerk. These individuals may be employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site as needed to facilitate work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals must have no other duties other than quality control. A single person may cover more than one area provided that they are qualified to perform QC activities in each designated and that workload allows.

Experience Matrix

Area Qualifications

Civil Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 yrs related experience

Mechanical Graduate Mechanical Engineer with 2 yrs experience or person 5 years of experience supervising mechanical features of work in the field with a construction company

Electrical Graduate Electrical Engineer with 2 yrs related experience or person 5 years of experience supervising electrical features of work in the field with a construction company

Structural Graduate Civil Engineer (with Structural Track or Focus) or Construction Manager with 2 yrs experience or person 5 years of experience supervising structural features of work in the field with a construction company

Architectural Graduate Architect with 2 yrs experience or person with 5 yrs related experience

Environmental Graduate Environmental Engineer with 3 yrs experience

Submittals Submittal Clerk with 1 yr experience

Project Manager Graduate Engineer, Architect, or Construction Manager with 5 yrs related experience and Professional Engineers License or Project Management Professional certification

Section 01 45 00.00 10 Page 5

Experience Matrix

Area Qualifications

Concrete, Pavements and Soils

Materials Technician with 2 yrs experience for the appropriate area

Testing, Adjusting and Balancing (TAB) Personnel

Specialist must be a member of AABC or an experienced technician of the firm certified by the NEBB

3.4.4 Additional Requirement

In addition to the above experience and education requirements the CQC System Manager must have completed the course entitled "Construction Quality Management For Contractors" prior to the start of construction.

This course is periodically offered by the Army Corps of Engineers. All costs for the course shall be borne by the Offeror..

3.4.5 Organizational Changes

Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals shall comply with the requirements in Section 01 78 00 CLOSEOUT SUBMITTALS. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the work performed, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control must be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.

b. Review of the contract drawings.

c. Check to assure that all materials and/or equipment have been tested, submitted, and approved.

Section 01 45 00.00 10 Page 6

SECTION 01 58 00

PROJECT IDENTIFICATION

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

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

Preliminary drawing indicating layout and text content; G Sign Legend Orders; G

1.3 PROJECT SIGN

1.3.1 Construction Project Signs (USACE)

Furnish the construction project sign package, maintain the signs during construction, and remove the signs from the job site upon completion of the project. The construction project sign package consists of two signs: one for project identification and the other to show the on-the-job safety performance of the Contractor. The package shall conform to the requirements of EP 310-1-6a and EP 310-1-6b, specifically Section 16.

Submit the sign legend orders as described in Section 16 of EP 310-1-6a prior to erecting the signs.

PART 2 PRODUCTS

2.1 FABRICATION

Fabricate all project identification and safety performance signs with the materials indicated on the sheets attached to this section of the specifications. Layout of signs including coloring, lettering, and insignias shall be as shown on the attached sheets which include excerpts from Section 16 of EP 310-1-6a. All letter and word spacing shall be in accordance with Appendix D of EP 310-1-6b. The HQ USAF Engineering and Services Directorate Emblem shall be provided by the Contractor, and shall be acquired through the Federal Industries (ENCOR), the Fort Leavenworth

Section 01 58 00 Page 1 sign shop, or commercial sources. The Contractor shall coordinate emblem acquisition with the Base Civil Engineer. Safety signs shall be ICI Devoe/Glidden color Pastel tintbase: Formula # BLK 1P32 YOX 1P39 OXR 19 "DAFB Eagle Feather Tan" unless safety office mandates otherwise.

PART 3 EXECUTION

3.1 INSTALLATION

a. Provide and erect no later than 15 days from Notice To Proceed at the location designated by the Contracting Officer, the project identification and safety performance signs shown on the sketches attached to this section.

b. Maintain Signs in good condition throughout the contract period. Update the information contained on the face of the safety performance sign regarding the Contractor's safety record on a daily basis throughout the contract period.

c. Upon completion of the work under this contract, the project sign shall be removed from the job site and shall remain the property of the Contractor. Backfill all resulting holes.

-- End of Section --

Section 01 58 00 Page 2 must consist of at least 30 consecutive tests. A strength test must be the average of the strengths of two cylinders made from the same sample of concrete and tested at 28 days. Required average compressive strength f'cr used as the basis for selection of concrete proportions must be in accordance with ACI 318 Chapter 5.

2.1.5 Tolerances

Except as otherwise specified herein, tolerances for concrete batching, mixture properties, and construction as well as definition of terms and application practices must be in accordance with ACI 117. Take level and grade tolerance measurements of slabs as soon as possible after finishing;

when forms or shoring are used, the measurements must be made prior to removal.

2.1.6 Floor Finish

For floor finishes, see Section 03 35 00.00 10 CONCRETE FINISHING.

2.1.7 Strength Requirements

Specified compressive strength (f'c) must be as indicated in the contract drawings.

Concrete made with high-early strength cement must have a 7-day strength equal to the specified 28-day strength for concrete made with Type I or II portland cement. Compressive strength must be determined in accordance with ASTM C39/C39M.

2.1.7.1 Evaluation of Concrete Compressive Strength

Fabricate six compressive strength specimens, 6 inch by 12 inch cylinders, laboratory cure them in accordance with ASTM C31/C31M and test them in accordance with ASTM C39/C39M. Test two cylinders at 7 days, two cylinders at 28 days, two cylinders at 90 days and hold two cylinder in reserve. The strength of the concrete is considered satisfactory so long as the average of all sets of three consecutive test results do not exceed the specified compressive strength f'c by 20 percent and no individual test result falls below the specified strength f'c by more than 500 psi), unless approved by the Contracting Officer. A "test" is defined as the average of two companion cylinders, or if only one cylinder is tested, the results of the single cylinder test. Additional analysis or testing, including taking cores and/or load tests may be required when the strength of the concrete in the structure is considered potentially deficient.

2.1.7.2 Investigation of Low-Strength Compressive Test Results

When any strength test of standard-cured test cylinders falls below the specified strength requirement by more than 500 psi or if tests of field-cured cylinders indicate deficiencies in protection and curing, take steps to assure that the load-carrying capacity of the structure is not jeopardized. When the strength of concrete in place is considered potentially deficient, obtain cores and test in accordance with ASTM C42/C42M. Take at least three representative cores from each member or area of concrete in place that is considered potentially deficient. The location of cores will be determined by the Contracting Officer to least impair the strength of the structure. Concrete in the area represented by the core testing will be considered adequate if the average strength of the cores is equal to at least 85 percent of the specified strength requirement

Section 03 30 00.00 10 Page 11 and if no single core is less than 75 percent of the specified strength requirement. Non-destructive tests (tests other than test cylinders or cores) may not be used as a basis for acceptance or rejection. Perform the coring and repair the holes; cores will be tested by the Government.

2.1.7.3 Load Tests

If the core tests are inconclusive or impractical to obtain or if structural analysis does not confirm the safety of the structure, load tests may be directed by the Contracting Officer in accordance with the requirements of ACI 318. Correct concrete work evaluated by structural analysis or by results of a load test as being understrength in a manner satisfactory to the Contracting Officer. Perform all investigations, testing, load tests, and correction of deficiencies approved by the Contracting Officer, except that if all concrete is found to be in compliance with the drawings and specifications, the cost of investigations, testing, and load tests will be at the expense of the Government.

2.1.8 Water-Cementitious Material Ratio

Maximum water-cementitious material ratio (w/c) for normal weight concrete is as indicated in the contract drawings.

2.1.9 Air Entrainment

Sentence Deleted. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch nominal maximum aggregate size.

Attain specified air content at point of placement into the forms within plus or minus 1.5 percent. Determine air content for normal weight concrete in accordance with ASTM C231/C231M.

2.1.10 Slump

Slump of the concrete, as delivered to the point of placement into the forms, must be within the following limits. Slump Limit: 8 inches for concrete with a verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

Determine slump in accordance with ASTM C143/C143M.

When use of a plasticizing admixture conforming to ASTM C1017/C1017M or when a Type F or G high range water reducing admixture conforming to ASTM C494/C494M is permitted to increase the slump of concrete, concrete must have a slump of 2 to 4 inches before the admixture is added and a maximum slump of 8 inches at the point of delivery after the admixture is added.

2.1.11 Concrete Temperature

The temperature of the concrete as delivered must not exceed 90 degrees F.

When the ambient temperature during placing is 40 degrees F or less, or is expected to be at any time within 6 hours after placing, the temperature of the concrete as delivered must be between 55 and 75 degrees F.

2.1.12 Size of Coarse Aggregate

Coarse Aggregate: Conforming to ASTM C33/C33M, maximum 3/4-inch in size.

Use the largest feasible nominal maximum size aggregate (NMSA), specified in PART 2 paragraph AGGREGATES, in each placement. However, do not exceed nominal maximum size of aggregate for any of the following: three-fourths of the minimum cover for reinforcing bars, three-fourths of the minimum

Section 03 30 00.00 10 Page 12

SpecWorks™ C:\SW\IR\SA\1\V60\REPORTS\HWSETS10.RSL 12:38:26 PM, 08/06/2012

DOCUMENT 08 71 00 A

HARDWARE SETS

Heading AC01

1 PR DOOR 1G01A

Each Assembly to have:

2 EA CONTINUOUS HINGE HT780-112HD EPT 628 HAG

2 EA POWER TRANSFER EPT10 AL VON

1 EA PANIC HARDWARE HH-RX-LX-QEL9849EO-CDSI-CON 626 VON

1 EA PANIC HARDWARE HH-RX-LX--QEL9849NL-OP-CDSI-CON 626 VON

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA RIM CYLINDER 20-757 626 SCH

2 EA RIM THUMBTURN

CYLIND

XB11-979 626 SCH

2 EA PULL BF157 630 ROC

2 EA AUTO-EQUALIZER 4642 REG 689 LCN

1 EA ACTUATOR, WALL

MOUNT

8310-852T 630 LCN

1 EA THRESHOLD 2005AT-AK- MSES10SS X LENGTH REQUIRED AL PEM

1 EA POWER SUPPLY PS914-900-4RL-FA GRY VON

2 EA DOOR POSITION

SWITCH

1076D SEN

1 GASKETING BY ALUMINUM DOOR MFGR. B/O

CARD READER BY OTHERS

Heading AC01.1

1 PR DOOR 1G01B

Each Assembly to have:

2 EA CONTINUOUS HINGE HT780-112HD EPT 628 HAG

2 EA POWER TRANSFER EPT10 AL VON

1 EA PANIC HARDWARE RX-LX-QEL9849EO-CDSI-CON 626 VON

1 EA PANIC HARDWARE RX-LX-QEL9849NL-OP-CDSI-CON 626 VON

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA RIM CYLINDER 20-757 626 SCH

2 EA RIM THUMBTURN

CYLIND

XB11-979 626 SCH

2 EA PULL BF157 630 ROC

2 EA SURFACE CLOSER 4040XP SCUSH 689 LCN

1 EA POWER SUPPLY PS914-900-4RL-FA GRY VON

2 EA DOOR POSITION

SWITCH

1076D SEN

1 GASKETING BY ALUMINUM DOOR MFGR. B/O

CARD READERS BY OTHERS

Section 08 71 00 Page 13

Heading AC01.2

1 SGL DOOR 1A02

Each Assembly to have:

3 EA HINGE AB750 4.5 X 4.5 26D HAG

1 EA POWER TRANSFER EPT10 AL VON

1 EA PANIC HARDWARE RX-LX-QEL98NL-OP-CDSI-CON 626 VON

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA RIM CYLINDER 20-757 626 SCH

1 EA RIM THUMBTURN

CYLIND

XB11-979 626 SCH

1 EA PULL BF157 630 ROC

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA THRESHOLD 1715AK-MSES10SS X LENGTH REQUIRED AL PEM

1 EA GASKET S773BL X LENGTH REQUIRED BLK PEM

1 EA POWER SUPPLY PS914-900-4RL-FA GRY VON

1 EA DOOR POSITION

SWITCH

1076D SEN

CARD READER & REMOTE PUSH BUTTON BY OTHERS

Heading AC01.3

1 SGL DOOR 1A01A

1 SGL DOOR 1G11

Each Assembly to have:

1 EA CONTINUOUS HINGE HT780-112HD EPT 628 HAG

1 EA POWER TRANSFER EPT10 AL VON

1 EA PANIC HARDWARE RX-LX-QEL98NL-OP-CDSI-CON 626 VON

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA RIM CYLINDER 20-757 626 SCH

1 EA RIM THUMBTURN

CYLIND

XB11-979 626 SCH

1 EA PULL BF157 630 ROC

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA WALL STOP 406 630 ROC

1 EA POWER SUPPLY PS914-900-4RL-FA GRY VON

1 EA DOOR POSITION

SWITCH

1076D SEN

1 GASKETING BY ALUMINUM DOOR MFGR. B/O

CARD READER & REMOTE PUSH BUTTON BY OTHERS BY OTHERS

INSTALL CLOSER FOR 180 DEGREE OPENING

Section 08 71 00 Page 14

Heading AC01.4

1 SGL DOOR 1A10B

Each Assembly to have:

3 EA HINGE AB750 4.5 X 4.5 NRP 26D HAG

1 EA STOREROOM LOCK LV9080T 17A 630 SCH

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA ELECTRIC STRIKE 7440-M-ELX 32D ADA

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA KICK PLATE K1050 10" X 2" LDW CSK 630 ROC

1 EA WALL STOP 406 630 ROC

1 EA ACOUSTICAL

THRESHOLD

2008APK X LENGTH REQUIRED AL PEM

1 SET ACOUSTICAL SEAL STCSET-1A X LENGTH REQURED AL PEM

1 EA AUTOMATIC DOOR

BOTTO

430ARL X LENGTH REQUIRED AL PEM

CARD READER BY OTHERS

INSTALL CLOSER FOR 180 DEGREE OPENING

Hardware added via amendment.

Heading AC01.5

1 SGL DOOR 1A01

Each Assembly to have:

1 EA CONTINUOUS HINGE HT780-112HD EPT 628 HAG

1 EA POWER TRANSFER EPT10 AL VON

1 EA PANIC HARDWARE RX_LX-QEL 9 BNL-OP -CDS I _CON 626 SCH

1 EA PRIMUS CORE ONLY 20-740-XP 626 SCH

1 EA RIM CYLINDER 20-757 626 SCH

1 EA RIM THUMTURN CYLIN XB11-979 626 SCH

1 EA ELECTROMAGNETIC LOC M490DEP 628 SCE

1 EA PULL BF157 630 ROC

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA WALL STOP 406 630 ROC

1 EA POWER SUPPLY PS902 SCE

1 EA POWER SUPPLY PS914-900-4RL-FA GRY VON

1 EA DOOR POSITION SWITCH 1076D SEN

1 GASKETING BY ALUMINUM DOOR…