16-B-0004_AM-0004.pdf

PDF 309 KB Posted Sep 8, 2016

Attached to: FY16 JOTC BUILDING REPLACEMENT, EAST RANGE, SCHOFIELD BARRACKS, OAHU, HAWAII
Solicitation number: W9128A-16-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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Amendment 04

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File	Type	Posted
abstract-16b4-form.pdf	PDF	Sep 12, 2016
16-B-0004_AM-0003.pdf	PDF	Sep 2, 2016
16-B-0004_AM-0002.pdf	PDF	Aug 15, 2016
W9128A-16-B-0004_Amendment_1.pdf	PDF	Aug 10, 2016
JOTC_Site_Visit_Map.pdf	PDF	Aug 5, 2016
16-B-0004_JOTC_Bldg_Repl_Specs.pdf	PDF	Aug 5, 2016
W9128A-16-B-0004.pdf	PDF	Aug 5, 2016
16-B-0004_JOTC_Bldg_Repl_Drawings.pdf	PDF	Aug 5, 2016

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

FY16 JOTC Building Replacement, East Range, Schofield Barracks, Oahu, Hawaii

See page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A-16-B-0004

X 9B. DATED (SEE ITEM 11)

05-Aug-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

Am-0004

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

08 Sep 2016

W9128A-16-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AM-0004

1. CHANGES TO SPECIFICATIONS. Attached are revised, and replaced sections to the specifications. Revised pages replace like numbered pages. The revision mark “(Am-0004)” is shown on each page.

A. Replaced Section:

Section 00 10 00, SF1442

B. Revised Section: The following sections are revised paragraphs to the specifications and indicated in bold:

Section 00 60 00, Appendix A – Request for Information Section 08 81 00 – paragraph 2.1.1

2. CHANGES TO DRAWINGS.

A. Revised Drawings: The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Sheet Number: Mark: Revision Date:

G-002 A-601

09/08/16 09/08/16

3. The Invitation for Bid date has been changed to 12 September 2016, 1400 hours Hawaii Standard Time.

(End of Summary of Changes)

FY16 JOTC BUILDING REPLACEMENT, EAST RANGE, SCHOFIELD BARRACKS, OAHU, HAWAII

SUBJECT TO AVAILABILITY OF FUNDS. Funds are not presently available for this acquisition. No contract aw ard w ill be made until appropriated funds are made available to the Contracting Officer.

GRAEME L SILVA 808-835-4380

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED (RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______7 calendar days and complete it w ithin ________458 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W9128A-16-B-0004 205 Aug 2016

02:00 PM

12 Sep 2016

(Am-0004)

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

DUNS No.: TIN:

RFI W9128A-16-B-0004 Repair Bldg JOTC

FY16

Section 00 60 00, Appendix A (Am-0004)

RFI # Question Answer

1 Is it the intent of the contract to have three separate individuals representing the CQC, SSHO and Superintendent? Yes.

2 Windows are referenced as 3-Tier Vinyl Awning Windows on sheet A-201, however the window schedule lists material as “AL” aluminum. Please clarify.

Window schedule on Sheet A-601 revised to list material as "VINYL". See amendment 0003.

3 We are having difficulty locating an installer of the Gamcolor 1510 UV filter film required by the window schedule remarks. It seems to be utilized mainly in the stage lighting industry. The three local companies provided by ROSCO, the new owners of Gamcolor, were stage lighting companies that did not install or distribute the UV film. Could we get a reference to a local distributor/installer?

Gamcolor reference is provided for color and degree of transparency only.

Glass tint shall be integral with the glazing, and not a UV film.

4 Sheet A-601 Interior Color Schedule, I1, calls for a Polished Stained finish at Concrete & Concrete base. From what I understand of polished concrete, it is smooth, shiny and slippery when wet. East Range can be a wet area and polished concrete floors could pose a slipping/tripping hazard. Please confirm polished concrete as the desired floor and base finish.

Concrete base shall be painted, color to match the adjacent concrete flooring. Paint finish shall be gloss. See amendment 0004, Sheet A-601, revision 2.

5 Specification section 03 35 43.00 10 Polished Concrete Finishing, Mock up sample. Section 1.2 calls for a 10 SQ Meter polished concrete floor mock up sample at location as directed under conditions similar to those which will exist during actual placement. However, section 1.3.5 calls for a 100 SQ Meter sample. Please clarify the size of the mock up sample required.

Specs section 03 35 43.00 10, Paragraphs 1.2 and 1.3.5 revised to show the correct sample size. See amendment 0003.

6 Div 03 Concrete section 2.3 Concrete Mix Design, PSI. 2.3.1.1 footings, 2.3.1.2 slab on grade and 2.3.1.3 Concrete toppings list a minimum compressive strength of 4000 psi at 28 days. However, sheet S-001 general Construction Notes, Concrete, 7 A, B & C lists minimum compressive strength of 3000 psi at 28 days. Please confirm that specifications override drawings and a minimum compressive strength of 4000 psi at 28 days is the correct minimum psi.

Specs 03 30 00, Section 2.3 revised to show minimum compressive strength of 3000 psi. See amendment 0003.

7 Div 03 Concrete section 2.3 Concrete Mix Design, Aggregate size 2.3.1.1 footings, 2.3.1.2 slab on grade and 2.3.1.3 Concrete toppings list a ¾ inch nominal maximum aggregate size. However sheet S-001 general Construction Notes, Concrete, 14 says maximum size as 3/8” for toppings and ramps.

The 3” and 6” slabs over existing slabs are called ‘toppings’ and are poured monolithically with footings and SOG.

Please confirm aggregate size for monolithic cast in place concrete.

When pouring the footing and slab topping monolithically, the maximum aggregate size can be 3/8". For clarification, the perimeter slab is not to be poured monolithically with the foundation and slab topping.

8 The bid schedule is itemized into buildings. Work is shown on three hardstands. Where should the proposed cost be distributed on the itemized bid form?

Drawing Sheet G-003 have been revised to provide numbers to each Hardstand (HS#1, HS#2, HS#3). The proposed costs for work at the three hardstands will be distributed on the itemized bid form as follows: CLIN 0001 Replace Building 8015 shall include costs for HS#1; CLIN 0003 Replace Building 8017 shall include costs for HS#3; CLIN 0005 Replace Building 8020 shall include costs for HS#2.

9 What utilities are available to use for contractor on site? Water, electric, sewer? If available what will be charges for using govt utilities. What about restroom facilities?

Utilities and restroom facilities will NOT be available for use by Contractor on site.

10 Spec section 01 90 00 para 1.11 states “Contractor shall salvage or recycle waste to the maximum extent practical as it relates to the capabilities of local industries.” Is there a minimum amount to salvage or recycle? Is there a penalty for not salvaging or recycling the minimum amount? How will this be enforced?

Spec section 01 90 00, paragraph 1.11 deleted. See amendment 0003.

11 Per spec section 01 45 04 para 3.4.2, the CQC System Manager needs to be a graduate engineer, graduate architect or a graduate of construction management. If personnel has been CQC System Manager previously on other USACE projects, can they be approved without a graduate degree?

No, CQC System Manager shall meet all of the requirements identified in Spec Section 01 45 04 paragraph 3.4.2. A personnel without a graduate degree previously serving as a CQC Manager does NOT meet this requirement.

12 After inspection of the service drops at the facilities it was noted that the feeder cable and service drops are deteriorating. Will it be required to replace both the feeder cable and service drops?

Contractor shall replace overhead secondary service drops from building panel back to splice at pole. Replacement of overhead secondary distribution conductors between poles and back to service transformer are not in scope.

See Am-0003, sheets ED101 and ES101.

Section 00 60 00, Appendix A (Am-0004)

13 Will it be acceptable to provide conduit risers and pull boxes at ground level in lieu of weather heads to avoid penetrations through roofs?

No, drawings and specifications shall be bid as designed.

14 Buildings require new 4’ concrete walkway around the entire perimeter of each building. For at least 2 buildings, 8001 and 8004, there are trees or tree roots within 4’ from the building. Please see attached pictures. Please provide direction for what to do with trees and whose responsibility it will be.

Yes, All Trimming, Pruning and Root Removal of nearby trees shall be coordinated and approved by DPW arborist, Patrick Ching, Phone no (808) 656-3731, as indicated on Construction Note 2, Sheet G-003, previously provided in amendment 0003 revisions.

15 Ref: 03 30 00, Subsection 2.3.1.1 – 2.3.1.4 (6.0+/-1.5% air content) - Hawaiian Cement successfully had air entrainment removed from numerous projects (ranging from private to federal). We would like to request that the air entrainment be waived for this project as well. Although many projects have been completed using air entrained concrete, slump loss due to pump placement has made finishing difficult. The onsite addition of HRWR would facilitate placing and finishing, but the onsite addition of HRWR would increase the air entrainment and push it outside of the accepted range. Air entrainment affects slump and slump affects air entrainment, so making these changes onsite after the travel time would be very difficult.

Air entrainment is primarily used for freeze-thaw protection (ACI 302.1R-96 “Guide for Concrete Floor and Slab Construction”, Section 5.6.1 Air-entraining admixtures), which is not an issue in Hawaii. The other positive side-effects of AE, water reduction and workability, are already achieved with less volatile methods including use of water reducer and optimized combined aggregate gradation.

Air entrainment requirements may be waived. Water may be added on-site provided it does not exceed the specified w/c ratio. Revised Specifications, see amendment 0003.

15 Cont. The down side of air entrainment is:

•One more property to control. •Controlling air entrainment in mixes containing fly ash is especially difficult due the traces of activated carbon in the fly ash absorbing the AE admixture. •Potential loss of air ent rainment and associated concrete workability from pumping, placing, vibrating and finishing concrete (PCA “Design and Control of Concrete Mixtures” Table 8.5). •Air entrained concrete is more sticky and difficult to finish. •Air Entrained concrete has a greater risk of surface defects including blisters and delamination. For these reason, air entrained concrete is not recommend by ACI for trowel finished floors (ACI 302.1R-96 section 5.6.1 and 11.7).

We recommend as an alternate to use non-air entrained concrete for this project. This concrete has the same specified W/C ratio for durability as the specified air entrained mix. The advantage will be a more simple mix without the requirement to control air entrainment. Workability and slump control will simply be a function of the water reducer currently used in the mix to produce an easy to pump, place and finish mix. Without the air entrainment admixture, the onsite addition of HRWR will have little or no effect on the typical entrapped air content of the mix.

Here are the suggested procedures for jobsite addition of HRWR:

•Verify initial slump when ready mix truck arrives at jobsite. •Adjust slump with a maximum 2 gallons of water per cubic yard (within specified W/C ratio per ASTM C94). •Add HRWR to increase slump as needed

15 Cont. ( 0 – 14 oz/cwt). •Rev truck drum at mixing speed for a minimum of 5 minutes (70 revolutions). •Proceed to pour area and place concrete.

16 Plans show windows as being aluminum but spec section 08 53 00 is for plastic windows. Please clarify what type of windows are required for this project.

See response to RFI#2 above

17 Interior coating sheen is not listed in the Room Finish Schedule, nor is it specified in Div 09, 09 90 00 Paints and coatings. The interior gypsum board wall level is determined by the sheen or wall texturing.

“3.3 Finish walls and ceilings without critical lighting to receive flat paints, light textures, or wall coverings to Level 4 in accordance with GA 214.” Or “Unless otherwise specified, finish all gypsum board walls, partitions and ceilings to Level 5 in accordance with GA 214.”

Because the texture or sheen is not indicated, Will a level 5 wall finish be required on interior gypsum walls?

Revised drawing sheet A-601 to indicate coating finish. Revised Specification Section 09 29 00, paragraph 3.3 to clarify level of finish for ceilings and walls.

See amendment 0003.

Section 00 60 00, Appendix A (Am-0004)

18 Do we deliver both proposal to Building 252 Contracting Office at Fort Shafter? Yes, Bids for W9128A-16-B-0004 shall be submitted on 12 September 2016 no later than 1400 hours Hawaii Standard Time. The sealed bid location is:

Building 252 Walker Drive, Fort Shafter, Hawaii, 96858-5440

19 We need to submit a hard copy of our cost proposal & also a PDF on a CD. Is there any further requirements? For IFB W9128A-16-B-0004 see Instructions to bidder "The Bidder is REQUIRED to COMPLETE AND RETURN one (1) hard copy and (1) CD with pdf versions for the following sections of this solicitation: SECTION 00 10 00 (ALL), SECTION 00 45 00 (ALL) including all Appendices, and Bid Bond (See Section 00 72 00, Clause 52.228-1). Please note that the representations and certifications must also be completed electronically via the Online Representations and Certifications Application (ORCA) website at https://www.sam.gov."

Per glazing spec section 08 81 00 para 2.1.1, laminated glass consists of 2 ea layers of 1/8" clear tempered glass. Per one of the suppliers, window manufacturing companies don't do this anymore. Laminated glass is already a safety glass. Custom fabricated windows to meet this spec will cost significantly more. Do windows on this project need to conform to para 2.1.1 or can it be a laminated glass without using tempered glass?

See amendment 0004, revised specifications section 08 81 00, para 2.1.1.

JOTC1

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 81 00

GLAZING

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SYSTEM DESCRIPTION

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 ENVIRONMENTAL REQUIREMENTS

PART 2 PRODUCTS

2.1 GLASS

2.1.1 Laminated Glass

2.1.2 Tempered Glass

2.2 SETTING AND SEALING MATERIALS

2.2.1 Sealants

2.2.1.1 Elastomeric Sealant

2.2.1.2 Structural Sealant

2.2.2 Preformed Channels

2.2.3 Sealing Tapes

2.2.4 Setting Blocks and Edge Blocks

2.2.5 Glazing Gaskets

2.2.5.1 Fixed Glazing Gaskets

2.2.5.2 Wedge Glazing Gaskets

2.2.5.3 Aluminum Framing Glazing Gaskets

2.2.6 Accessories

PART 3 EXECUTION

3.1 PREPARATION

3.2 GLASS SETTING

3.2.1 Sheet Glass

3.2.2 Installation of Laminated Glass

3.3 CLEANING

3.4 PROTECTION

-- End of Section Table of Contents --

SECTION 08 81 00 Page 1

SECTION 08 81 00

GLAZING

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2009; Errata 2010) Safety Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test

ASTM INTERNATIONAL (ASTM)

ASTM C1036 (2010; E 2012) Standard Specification for Flat Glass

ASTM C1048 (2012; E 2012) Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass

ASTM C1172 (2014) Standard Specification for Laminated Architectural Flat Glass

ASTM C1184 (2014) Standard Specification for Structural Silicone Sealants

ASTM C509 (2006; R 2011) Elastomeric Cellular Preformed Gasket and Sealing Material

ASTM C864 (2005; R 2011) Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

ASTM D2287 (2012) Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds

ASTM D395 (2014) Standard Test Methods for Rubber Property - Compression Set

ASTM E1300 (2012a; E 2012) Determining Load Resistance of Glass in Buildings

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

GANA Glazing Manual (2004) Glazing Manual

SECTION 08 81 00 Page 2

GANA Sealant Manual (2008) Sealant Manual

GANA Standards Manual (2001) Tempering Division's Engineering Standards Manual

INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)

IGMA TB-3001 (2001) Guidelines for Sloped Glazing

IGMA TM-3000 (1990; R 2004) North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial & Residential Use

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

16 CFR 1201 Safety Standard for Architectural Glazing Materials

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Glass

Glazing Accessories

Manufacturer's descriptive product data, handling and storage recommendations, installation instructions, and cleaning instructions.

SD-08 Manufacturer's Instructions

Setting and sealing materials

Glass setting

Submit glass manufacturer's recommendations for setting and sealing materials and for installation of each type of glazing material specified.

1.3 SYSTEM DESCRIPTION

Glazing systems shall be fabricated and installed watertight and airtight to withstand thermal movement and wind loading without glass breakage, gasket failure, deterioration of glazing accessories, and defects in the work. Glazed panels shall comply with the safety standards, as indicated in accordance with ANSI Z97.1 . Glazed panels shall comply with indicated wind loading in accordance with ASTM E1300.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver products to the site in unopened containers, labeled plainly with manufacturers' names and brands. Store glass and setting materials in

SECTION 08 81 00 Page 3 safe, enclosed dry locations and do not unpack until needed for installation. Handle and install materials in a manner that will protect them from damage.

1.5 ENVIRONMENTAL REQUIREMENTS

Provide ventilation to prevent condensation of moisture on glazing work during installation. Do not perform glazing work during damp or rainy weather.

PART 2 PRODUCTS

2.1 GLASS

ASTM C1036, unless specified otherwise. In doors and sidelights, provide safety glazing material conforming to 16 CFR 1201 .

2.1.1 Laminated Glass

ASTM C1172, Kind LA fabricated from two nominal 1/8 inch pieces of Type I, Class 1, Quality q3, flat annealed transparent glass conforming to ASTM C1036. Flat glass must be laminated together with a minimum of 0.030 inch thick, clear polyvinyl butyral interlayer with a total nominal thickness of 1/4 inch. Color shall be as indicated on the drawings.

2.1.2 Tempered Glass

ASTM C1048, Kind FT (fully tempered), Condition A (uncoated), Type I, Class 1 (transparent), Quality q3, 1/4 inch thick, conforming to ASTM C1048 and GANA Standards Manual . Provide wherever safety glazing material is indicated or specified].

2.2 SETTING AND SEALING MATERIALS

Provide as specified in the GANA Glazing Manual , IGMA TM-3000 , IGMA TB-3001 , and manufacturer's recommendations, unless specified otherwise herein. Do not use metal sash putty, nonskinning compounds, nonresilient preformed sealers, or impregnated preformed gaskets. Materials exposed to view and unpainted shall be gray or neutral color.

2.2.1 Sealants

Provide elastomeric and structural sealants.

2.2.1.1 Elastomeric Sealant

ASTM C920, Type S, Grade NS, Class 12.5, Use G. Use for channel or stop glazing metal sash. Sealant shall be chemically compatible with setting blocks, edge blocks, and sealing tapes. Color of sealant shall be white.

2.2.1.2 Structural Sealant

ASTM C1184, Type S.

2.2.2 Preformed Channels

Neoprene, vinyl, or rubber, as recommended by the glass manufacturer for the particular condition.

SECTION 08 81 00 Page 4

2.2.3 Sealing Tapes

Preformed, semisolid, PVC-based material of proper size and compressibility for the particular condition, complying with ASTM D2287.

Use only where glazing rabbet is designed for tape and tape is recommended by the glass or sealant manufacturer. Provide spacer shims for use with compressible tapes. Tapes shall be chemically compatible with the product being set.

2.2.4 Setting Blocks and Edge Blocks

Closed-cell neoprene setting blocks shall be dense extruded type conforming to ASTM C509 and ASTM D395, Method B, Shore A durometer between 70 and 90. Edge blocking shall be Shore A durometer of 50 (plus or minus 5). Silicone setting blocks shall be required when blocks are in contact with silicone sealant. Profiles, lengths and locations shall be as required and recommended in writing by glass manufacturer. Block color shall be black.

2.2.5 Glazing Gaskets

Glazing gaskets shall be extruded with continuous integral locking projection designed to engage into metal glass holding members to provide a watertight seal during dynamic loading, building movements and thermal movements. Glazing gaskets for a single glazed opening shall be continuous one-piece units with factory-fabricated injection-molded corners free of flashing and burrs. Glazing gaskets shall be in lengths or units recommended by manufacturer to ensure against pull-back at corners. Glazing gasket profiles shall be as recommended by the manufacturer for the intended application.

2.2.5.1 Fixed Glazing Gaskets

Fixed glazing gaskets shall be closed-cell (sponge) smooth extruded compression gaskets of cured elastomeric virgin neoprene compounds conforming to ASTM C509, Type 2, Option 1.

2.2.5.2 Wedge Glazing Gaskets

Wedge glazing gaskets shall be high-quality extrusions of cured elastomeric virgin neoprene compounds, ozone resistant, conforming to ASTM C864, Option 1, Shore A durometer between 65 and 75.

2.2.5.3 Aluminum Framing Glazing Gaskets

Glazing gaskets for aluminum framing shall be permanent, elastic, non-shrinking, non-migrating, watertight and weathertight.

2.2.6 Accessories

Provide as required for a complete installation, including glazing points, clips, shims, angles, beads, and spacer strips. Provide noncorroding metal accessories. Provide primer-sealers and cleaners as recommended by the glass and sealant manufacturers.

SECTION 08 81 00 Page 5

PART 3 EXECUTION

3.1 PREPARATION

Preparation, unless otherwise specified or approved, shall conform to applicable recommendations in the GANA Glazing Manual , GANA Sealant Manual , IGMA TB-3001 , IGMA TM-3000 , and manufacturer's recommendations.

Determine the sizes to provide the required edge clearances by measuring the actual opening to receive the glass. Leave labels in place until the installation is approved.

3.2 GLASS SETTING

Shop glaze or field glaze items to be glazed using glass of the quality and thickness specified or indicated. Glazing, unless otherwise specified or approved, shall conform to applicable recommendations in the GANA Glazing Manual , GANA Sealant Manual , IGMA TB-3001 , IGMA TM-3000 , and manufacturer's recommendations. Handle and install glazing materials in accordance with manufacturer's instructions. Use beads or stops which are furnished with items to be glazed to secure the glass in place. Verify products are properly installed, connected, and adjusted.

3.2.1 Sheet Glass

Cut and set with the visible lines or waves horizontal.

3.2.2 Installation of Laminated Glass

Sashes which are to receive laminated glass shall be weeped to the outside to allow water drainage into the channel.

3.3 CLEANING

Clean glass surfaces and remove labels, paint spots, putty, and other defacement as required to prevent staining. Glass shall be clean at the time the work is accepted.

3.4 PROTECTION

Glass work shall be protected immediately after installation. Glazed openings shall be identified with suitable warning tapes, cloth or paper flags, attached with non-staining adhesives.

-- End of Section --

SECTION 08 81 00 Page 6

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

S C

H O

D B

A R

, O

A H

U , H

A W

G-002

F D

R A W

, J O

G R

T , E

T R

E H

O N

O L U

H A F

, H

N G

G C

, H I 9

-5

R S

U N

G-001

G-002

G-003

TITLE SHEET, LOCATION MAP & VICINITY MAP

INDEX OF DRAWINGS

SITE PLAN, HAUL ROUTE & BUILDING REPLACEMENT SCHEDULE

GENERAL

S-001

S-002

S-003

SB101

SB102

SB103

SB104

SB105

SF101

SF102

SB301

SF201

SF501

SF502

GENERAL STRUCTURAL NOTES

OVERALL FOUNDATION PLAN

BLDG TYPE A- FOUNDATION AND FIRST FLOOR PLAN (FOUNDATION TYPE I) NEW AND DEMOLITION WORK

BLDG TYPE B- FOUNDATION AND FIRST FLOOR PLAN (FOUNDATION TYPE I) NEW AND DEMOLITION WORK

BLDG TYPE B- FOUNDATION AND FIRST FLOOR PLAN (FOUNDATION TYPE II) NEW AND DEMOLITION WORK

BLDG TYPE C- FOUNDATION AND FIRST FLOOR PLAN (FOUNDATION TYPE I) NEW AND DEMOLITION WORK

ROOF FRAMING PLAN

BLDG TYPES A, B & C WIND PRESSURE PLAN

FOUNDATION SECTIONS

ROOF TRUSS ELEVATIONS

STRUCTURAL FRAMING DETAILS

STRUCTURAL

A-001

AD101

AD201

AD202

A-101

A-102

A-110

A-120

A-201

A-301

A-302

A-401

A-402

A-501

A-502

A-503

A-601

A-602

A-603

GENERAL ARCHITECTURAL NOTES

DEMOLITION PLANS

PHOTO ELEVATIONS OF EXISTING BLDGS TO BE DEMOLISHED 1

PHOTO ELEVATIONS OF EXISTING BLDGS TO BE DEMOLISHED 2

FLOOR PLANS (BUILDING TYPE A & B)

FLOOR PLAN (BUILDING TYPE C)

REFLECTED CEILING PLANS (BUILDING TYPE A, B & C)

ROOF PLANS (BUILDING TYPE A, B & C)

EXTERIOR ELEVATIONS - BUILDING TYPE A (BUILDING TYPE B & C SIMILAR)

BUILDING SECTIONS (BUILDING TYPE A, B & C)

BUILDING SECTIONS (BUILDING TYPE C)

WALL SECTIONS

WALL TYPES & DETAILS

ROOF DETAILS

WALL & ROOF DETAILS

ROOM FINISH, DOOR, WINDOW & COLOR SCHEDULE

DOOR AND WINDOW TYPES & DETAILS

SIGNAGE SCHEDULE

ARCHITECTURAL

SHEET TITLESHEET ID

INDEX OF DRAWINGS

SHT OF SHT REV STATUS

M-101 MECHANICAL LEGEND, NOTES, FLOOR PLANS, SCHEDULES AND DETAILS

MECHANICAL

E-001

E-002

ED101

ED102

ED103

ED104

ES101

ES102

EL101

EL102

EL103

EL501

EP101

EP102

EP103

EP501

EP601

EP602

ET101

ET102

ET501

ET502

ELECTRICAL SYMBOLS, LEGEND

ELECTRICAL NOTES & ABBREVIATIONS

EXISTING/ DEMOLITION SITE ELECTRICAL PLAN

EXISTING/ DEMOLITION SITE TELECOMMUNICATIONS PLAN

EXISTING/ DEMOLITION ELECTRICAL FLOOR PLAN - BUILDING TYPES A, B & C

EXISTING/ DEMOLITION ELECTRICAL FLOOR PLAN - HARDSTANDS

SITE ELECTRICAL PLAN

SITE TELECOMMUNICATIONS PLAN

ELECTRICAL LIGHTING FLOOR PLAN - BUILDING TYPES A & B

ELECTRICAL LIGHTING FLOOR PLAN - BUILDING TYPE C

ELECTRICAL LIGHTING FLOOR PLAN - HARDSTANDS

LIGHTING FIXTURE DETAILS

ELECTRICAL POWER FLOOR PLAN - BUILDING TYPES A & B

ELECTRICAL POWER FLOOR PLAN - BUILDING TYPE C

ELECTRICAL POWER FLOOR PLAN - HARDSTANDS

ELECTRICAL DETAILS

ELECTRICAL SINGLE-LINE DIAGRAM

ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATIONS FLOOR PLAN - BUILDING TYPES A & B

TELECOMMUNICATIONS FLOOR PLAN - BUILDING TYPE C

TELECOMMUNICATIONS DETAILS - 1

TELECOMMUNICATIONS DETAILS - 2

ELECTRICAL

K D

N D

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT

BEFORE COMMENCING WITH THE REQUIRED WORK.

2. CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES

AND/OR CONDITIONS IN WHICH PREVENT HIM FROM FULFILLING THE TERMS OF THE

CONTRACT.

3. ALL ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO

PREVENT DAMAGE TO ITEMS AND MATERIALS TO REMAIN. ALL SUCH DAMAGES SHALL BE

SATISFACTORILY REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE

LIMITS OF GOVERNMENT PROPERTY.

5. ALL EQUIPMENT AND FURNITURE CURRENTLY IN THE EXISTING BUILDINGS WILL BE MOVED AND

STORED BY THE GOVERNMENT. REMOVAL & STORAGE OF EQUIPMENT & FURNITURE IS NOT IN

CONTRACT.

SHEET TITLESHEET ID

INDEX OF DRAWINGS

SHT OF SHT REV STATUS

1, 2

9/ 8/

1, 2

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

S C

H O

D B

A R

, O

A H

U , H

A W

A-601

R O

O M

, D O

O R

, W

D O

C O

, J O

G R

T , E

T R

E H

O N

O L U

H A F

, H

N G

G C

, H I 9

-5

R S

U N

K D

N D

ROOM NO.

BUILDING TYPE A

ROOM NAME CEILING HEIGHTWALL CEILING

A101 ADMINISTRATIVE SPACE 9'-0"

ROOM NO.

BUILDING TYPE B

ROOM NAME FLOOR CEILING HEIGHTBASE WALL CEILING REMARKS

REMARKSBASEFLOOR

ROOM NO.

BUILDING TYPE C

ROOM NAME FLOOR CEILING HEIGHTBASE WALL CEILING REMARKS

A100 COVERED ENTRY SLOPEDSIDING JAMES HARDIE NON-VENTED CEDARMILLCONCCONC

GYP BD GYP BD

B101 ADMINISTRATIVE SPACE 9'-0"POL STAINED CONC

B100 COVERED ENTRY SIDINGCONCCONC

GYP BD GYP BD

B102 STORAGE 9'-0"GYP BD GYP BD

C101 ADMINISTRATIVE SPACE 9'-0"POL STAINED CONC

C100 COVERED ENTRY SIDINGCONCCONC

GYP BD GYP BD

C102 ROPE ROOM 9'-0"POL STAINED CONC GYP BD GYP BD

ROOM FINISH SCHEDULE

DOOR NO.

BUILDING TYPE A

ROOM NAME

FRAME

TYPE

DOOR

TYPE GLASS

REMARKSMAT'L

SIZE

A1 ADMINISTRATIVE SPACE HMA LAM.HM3'-0"

DOOR SCHEDULE

W H

7'-0"

THIC

1-3/4"

HEAD JAMB SILL HW-SET

DOOR NO.

BUILDING TYPE B

ROOM NAME

FRAME

TYPE

DOOR

TYPE GLASS

REMARKSMAT'L

SIZE

B1 ADMINISTRATIVE SPACE HMA LAM.HM3'-0"

W H

7'-0"

THIC

1-3/4"

HEAD JAM SILL HW-SET

ADMINISTRATIVE SPACE HMB -HM3'-0" 7'-0" 1-3/4"

STORAGE

HMB -HM3'-0" 7'-0" 1-3/4"

BUILDING TYPE C

DOOR NO. ROOM NAME

FRAME

TYPE

DOOR

TYPE GLASS

REMARKSMAT'L

SIZE

C1 ADMINISTRATIVE SPACE HMA LAM.HM3'-0"

W H

7'-0"

THIC

1-3/4"

HEAD JAM SILL HW-SET

ROPE ROOM HMB -HM3'-0" 7'-0" 1-3/4"

POL STAINED CONC

WINDOW NO. GLAZING

REMARKSMAT'L

SIZE

1A VINYL3'-8"

W H

4'-0"

HEAD JAM SILL MULLION

3'-8" 4'-0"

WINDOW SCHEDULE

POL STAINED CONC

LAM.

EXTERIOR COLOR SCHEDULE

COLOR REFERENCEITEMTAG

E1 SIDING (PAINT)

ROOFING

WINDOWS

DOORS & TRIM (PAINT)

CEMENT BD SOFFIT (PAINT)

E3 GUTTERS &

DOWNSPOUTS (PAINT)

INTERIOR COLOR SCHEDULE

COLOR REFERENCEITEMTAG

I3 CEILINGS (PAINT)

MINI BLINDS

WALLS (PAINT)

POLISHED STAINED

CONCRETE FLOOR

34138

DREXMET, SANDSTONE SR.54/TE.87

36251 & 36251

DARK BRONZE, SHERWIN WILLIAMS SW 7048

30145 & 30040

34552

30099

37722

30108

C3/A602

B3/A602

A3/A602

HW-1

C3/A602

B3/A602

A3/A602

HW-1

C3/A602

B3/A602

A3/A602

HW-1

C4/A602 B4/A602 A4/A602 HW-2

D5/A602 C5/A602 B5A602 A5/A602

3/4 HOUR FIRE-RATED DOOR

GLAZING SHALL BE PROVIDED WITH GAMCOLOR 1510.

1C 3'-8" 4'-0" LAM. D5/A602 C5/A602 B5A602 A5/A602 GLAZING SHALL BE PROVIDED WITH GAMCOLOR 1510.

JAMES HARDIE NON-VENTED CEDARMILL

SLOPED

JAMES HARDIE - BEADED CEDARMILL OR APPROVED EQUAL

WINDOW TINTE7 GAMCOLOR 1514

JAMES HARDIE - BEADED CEDARMILL OR APPROVED EQUAL

C3 HM-HM3'-0" 7'-0" 1-3/4" C4/A602 B3/A602 A3/A602 HW-2ROPE ROOM 3/4 HOUR FIRE-RATED DOOR

O O

R C

3, U

O O

M F

H S

C H

VINYL

FINISH

SEMI-GLOSS

FLAT

FINISH

SEMI-GLOSS

GLOSS

SEMI-GLOSS

I5 DOORS & TRIM (PAINT)

NOTES:

1. PAINT COLOR NUMBERS ARE REFERENCED TO FEDERAL STANDARD NO. 595 FOR COLOR ONLY

AND NOT PAINT FINISHES.

2. OTHER COLORS AND PATTERNS ARE FOR IDENTIFICATION PURPOSE ONLY; THE LISTING IS NOT

INTENDED TO LIMIT SELECTION OF SIMILAR COLORS AND PATTERNS FROM OTHER

MANUFACTURERS.

30145 GLOSS

I1A CONC BASE (PAINT) 30108

POLISHED

G R

O W

T O

C O

S C

R C

R O

O M

S C

CONC

GLOSS

16-B-0004_AM-0004

SF1442

Am-0004_RFI _16B0004 Repair Bldg JOTC

Sheet1

08 81 00_Am4

Am-0004 JOTC Drawings 8Sept16

Sheets

A-601 - ROOM FINISH, DOOR, WINDOW & COLOR SCHEDULE

G-002 - INDEX OF DRAWINGS

File details come from the government source that posted it. Updated Nov 14, 2017.