A.8.6_Am-0004_SF_30_&_Responses_W912HV-17-B-0005.pdf

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

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

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.

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

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.

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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

1 7

0004 Oct 10, 2017 N/A

U.S. ARMY ENGINEER DISTRICT, JAPAN

ATTN: CONTRACTING DIVISION (CECT-POJ)

BLDG. 250, ROOM 147, CAMP ZAMA

ZAMA-SHI, KANAGAWA-KEN,

252-8511 JAPAN

W912HV-17-B-0005

Jun 22, 2017

PA00032 Replace Kadena Elementary School, Kadena AB, Okinawa, Japan

SEE CONTINUATION SHEET(S)

Am-0004 Standard Form 30 W912HV-17-B-0005 Page 2 of 7 Item 14 (Continued)

14. DESCRIPTION OF AMENDMENT (continued)

A. CHANGES TO SPECIFICATIONS – The amendment mark “(Am-0004)” is shown on each page of the amended specification section(s).

(1) Revised Section(s) to Project Specifications. Attached hereto are the following revised section(s) to the specifications. Revised section(s) will replace like-numbered section(s) in the subject solicitation specifications. Changes are indicated by a red line in the left margin of revised areas.

All portions of the revised section(s) shall apply whether or not changes have been indicated.

Revised Section(s)

Standard Form 1442 Section 01 33 29 Section 01 50 00 Section 02 41 00 Section 05 51 33 Section 07 21 13 Section 07 21 16 Section 08 33 23 Section 08 34 73 Section 08 71 00 Section 09 65 66 Section 09 72 00 Section 09 90 00 Section 10 11 00 Section 10 14 00.10 Section 10 22 39 Section 10 26 00 Section 10 28 13 Section 10 71 13.13 Section 11 52 13 Section 12 93 00 Section 22 00 00 Section 23 07 00 Section 23 09 23 Section 26 05 93 Section 26 20 00 Section 26 41 00 Section 26 51 00 Section 26 56 00 Section 27 41 00 Section 27 41 30 Section 27 41 40 Section 27 41 50 Section 27 41 55 Section 27 41 70 Section 27 41 72 Section 27 41 75 Section 32 16 13 Section 33 71 02

(2) Added Section(s). The following section(s) are attached hereto and added to the specifications:

W912HV-17-B-0005 Page 3 of 7

Added Section(s)

Section 02 82 14.00 30 Section 02 84 16.00 30 Section 10 56 13 Section 26 27 13.10 30 Section 33 12 33.00 30

(3) Deleted Section(s). The following section(s) are deleted entirely from the specifications:

Deleted Section(s)

Section 09 62 38 Section 26 42 14.00 10 Section 27 53 13.00 22

B. CHANGES TO DRAWINGS (ISSUED) – The amendment mark “(Am-0004)” is shown on each sheet of the amended drawing sheet(s).

(1) Revised Sheet(s) to Drawings. Attached hereto are the following revised sheets to the drawings.

Revised sheets will replace like-numbered sheets in the subject solicitation drawings. Changes are indicated in revision clouds. All portions of the revised sheet(s) shall apply whether or not changes have been indicated.

DRAWING NO. REVISION DATE

LS-100 - LANDSCAPE OVERVIEW PLAN 08/25/2017

LS-101 - LANDSCAPE PLAN 08/25/2017

LS-102 - LANDSCAPE PLAN 08/25/2017

LS-103 - LANDSCAPE PLAN 08/25/2017

LS-104 - LANDSCAPE PLAN 08/25/2017

LS-105 - LANDSCAPE PLAN 08/25/2017

LS-500 - LANDSCAPE DETAILS 08/25/2017

LS-501 - LANDSCAPE DETAILS 08/25/2017

LS-502 - LANDSCAPE DETAILS 08/25/2017

LS-503 - LANDSCAPE DETAILS 08/25/2017

LS-504 - LANDSCAPE DETAILS 08/25/2017

A-002 - PARTITION TYPES 08/25/2017

A-101A - FIRST FLOOR PLAN - AREA A 08/25/2017

A-101B - FIRST FLOOR PLAN - AREA B 08/25/2017

A-101C - FIRST FLOOR PLAN - AREA C 08/25/2017

A-101D - FIRST FLOOR PLAN - AREA D 08/25/2017

A-101E - FIRST FLOOR PLAN - AREA E 08/25/2017

A-101F - FIRST FLOOR PLAN - AREA F 08/25/2017

A-102A - SECOND FLOOR PLAN - AREA A 08/25/2017

A-102B - SECOND FLOOR PLAN - AREA B 08/25/2017

A-102C - SECOND FLOOR PLAN - AREA C 08/25/2017

A-102D - SECOND FLOOR PLAN - AREA D 08/25/2017

A-102E - SECOND FLOOR PLAN - AREA E 08/25/2017

A-102F - SECOND FLOOR PLAN - AREA F 08/25/2017

A-111 - OVERALL FIRST FLOOR REFLECTED CEILING PLAN 08/25/2017

A-111A - FIRST FLOOR REFLECTED CEILING PLAN - AREA A 08/25/2017

W912HV-17-B-0005 Page 4 of 7

A-111B - FIRST FLOOR REFLECTED CEILING PLAN - AREA B 08/25/2017

A-111C - FIRST FLOOR REFLECTED CEILING PLAN - AREA C 08/25/2017

A-111D - FIRST FLOOR REFLECTED CEILING PLAN - AREA D 08/25/2017

A-111E - FIRST FLOOR REFLECTED CEILING PLAN - AREA E 08/25/2017

A-111F - FIRST FLOOR REFLECTED CEILING PLAN - AREA F 08/25/2017

A-112 - OVERALL SECOND FLOOR REFLECTED CEILING PLAN 08/25/2017

A-112A - SECOND FLOOR REFLECTED CEILING PLAN - AREA A 08/25/2017

A-112B - SECOND FLOOR REFLECTED CEILING PLAN - AREA B 08/25/2017

A-112C - SECOND FLOOR REFLECTED CEILING PLAN - AREA C 08/25/2017

A-112D - SECOND FLOOR REFLECTED CEILING PLAN - AREA D 08/25/2017

A-112E - SECOND FLOOR REFLECTED CEILING PLAN - AREA E 08/25/2017

A-112F - SECOND FLOOR REFLECTED CEILING PLAN - AREA F 08/25/2017

A-121A - ROOF PLAN - AREA A 08/25/2017

A-121B - ROOF PLAN - AREA B 08/25/2017

A-121C - ROOF PLAN - AREA C 08/25/2017

A-121D - ROOF PLAN - AREA D 08/25/2017

A-121E - ROOF PLAN - AREA E 08/25/2017

A-121F - ROOF PLAN - AREA F 08/25/2017

A-201 - EXTERIOR BUILDING ELEVATION - NORTH 08/25/2017

A-202 - EXTERIOR BUILDING ELEVATION - SOUTH 08/25/2017

A-203 - EXTERIOR BUILDING ELEVATION - EAST 08/25/2017

A-205 - EXTERIOR BUILDING ELEVATION - OUTDOOR COMMONS 08/25/2017

A-311 - WALL SECTIONS 10/05/2017

A-315 - WALL SECTIONS 08/25/2017

A-316 - WALL SECTIONS 08/25/2017

A-317 - WALL SECTIONS 10/05/2017

A-412 - STAIR - EXTERIOR 08/25/2017

A-421 - ENLARGED RESTROOM PLANS 08/25/2017

A-422 - TYP. RESTROOM ELEVATIONS 08/25/2017

A-431 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-432 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-433 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-437 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-438 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-441 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-442 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-443 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-444 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-445 - INTERIOR MILLWORK ELEVATIONS 08/25/2017

A-510 - CASEWORK DETAILS - SINK BASE CABS 08/25/2017

A-511 - CASEWORK DETAILS - NON-STD WALL CABS 08/25/2017

A-520 - DETAILS 08/25/2017

A-530 - ROOF DETAILS 08/25/2017

A-601 - FIRST FLOOR DOOR SCHEDULE 08/25/2017

A-602 - SECOND FLOOR DOOR SCHEDULE 08/25/2017

A-604 - DOOR DETAILS 10/05/2017

A-605 - DOOR, WINDOW AND STOREFRONT DETAILS1 10/05/2017

A-606 - WINDOW TYPES 08/25/2017

A-607 - STOREFRONT AND LOUVER TYPES 08/25/2017

AD102 - SOUTHWEST BUILDING PLANS - A, J GYM 08/25/2017

AV111 - AV SYSTEM - SYSTEM A1 HUB AV DIAGRAMS DETAILS 08/25/2017

AV121 - AV SYSTEM - SYSTEM A2 HUB AV DIAGRAMS DETAILS 08/25/2017

AV202 - AV SYSTEM - SYSTEM B MULTIPURPOSE DIAGRAMS 08/25/2017

AV204 - AV SYSTEM - SYSTEM B MULTIPURPOSE LAYOUTS DETAILS 08/25/2017

W912HV-17-B-0005 Page 5 of 7

AV206 - AV SYSTEM - SYSTEM B MULTIPURPOSE DETAILS 08/25/2017

C-001 LEGEND 08/25/2017

CS101 SITE PLAN 08/25/2017

CS102 SITE PLAN 08/25/2017

CS103 SITE PLAN 08/25/2017

CS104 SITE PLAN 08/25/2017

CS500 SITE DETAILS 08/25/2017

CS504 SITE DETAILS 08/25/2017

CU101 UTILITY PLAN 08/25/2017

CU102 UTILITY PLAN 08/25/2017

CU103 UTILITY PLAN 08/25/2017

CU503 UTILITY DETAILS 08/25/2017

E-001 - LEGEND AND ABBREVIATIONS 08/25/2017

E-101A - FIRST FLOOR LIGHTING PLAN - AREA A 08/25/2017

E-101C - FIRST FLOOR LIGHTING PLAN - AREA C 08/25/2017

E-101D - FIRST FLOOR LIGHTING PLAN - AREA D 08/25/2017

E-101E - FIRST FLOOR LIGHTING PLAN - AREA E 08/25/2017

E-101F - FIRST FLOOR LIGHTING PLAN - AREA F 08/25/2017

E-102B - SECOND FLOOR LIGHTING PLAN - AREA B 08/25/2017

E-102C - SECOND FLOOR LIGHTING PLAN - AREA C 08/25/2017

E-102D - SECOND FLOOR LIGHTING PLAN - AREA D 08/25/2017

E-102E - SECOND FLOOR LIGHTING PLAN - AREA E 08/25/2017

E-102F - SECOND FLOOR LIGHTING PLAN - AREA F 08/25/2017

E-201A - FIRST FLOOR POWER PLAN - AREA A 08/25/2017

E-201C - FIRST FLOOR POWER PLAN - AREA C 08/25/2017

E-201D - FIRST FLOOR POWER PLAN - AREA D 08/25/2017

E-201E - FIRST FLOOR POWER PLAN - AREA E 08/25/2017

E-201F - FIRST FLOOR POWER PLAN - AREA F 08/25/2017

E-202C - SECOND FLOOR POWER PLAN - AREA C 08/25/2017

E-202D - SECOND FLOOR POWER PLAN - AREA D 08/25/2017

E-202E - SECOND FLOOR POWER PLAN - AREA E 08/25/2017

E-202F - SECOND FLOOR POWER PLAN - AREA F 08/25/2017

E-501 - ELECTRICAL DETAILS 08/25/2017

E-503 - ELECTRICAL DETAILS 08/25/2017

E-506 - ELECTRICAL DETAILS 08/25/2017

E-507 - ELECTRICAL DETAILS 08/25/2017

E-508 - ELECTRICAL DETAILS 08/25/2017

E-509 - ELECTRICAL DETAILS 08/25/2017

E-511 - ELECTRICAL DETAILS 08/25/2017

E-606 - PANEL SCHEDULES 08/25/2017

E-609 - PANEL SCHEDULES 08/25/2017

E-610 - LIGHT FIXTURE SCHEDULE 08/25/2017

E-801 - ONE-LINE DIAGRAMS 08/25/2017

E-802 - SECURITY SYSTEM RISER DIAGRAM 08/25/2017

ES100 - OVERALL ELECTRICAL SITE PLAN 08/25/2017

ES103 - ELECTRICAL SITE PLAN 08/25/2017

ES104 - ELECTRICAL SITE PLAN 08/25/2017

G-002 - DRAWING INDEX - VOLUME 1 08/25/2017

G-012 - DRAWING INDEX - VOLUME 2 08/25/2017

G-022 - DRAWING INDEX - VOLUME 3 08/25/2017

I-000 - FINISH MATERIALS AND NOTES 08/25/2017

I-001 - FINISH MATERIALS AND NOTES 08/25/2017

I-002 - FINISH SCHEDULE - (1A01-1B18) 08/25/2017

I-003 - FINISH SCHEDULE - (1B19-1D10) 08/25/2017

W912HV-17-B-0005 Page 6 of 7

I-004 - FINISH SCHEDULE - (1D11-2C09) 08/25/2017

I-005 - FINISH SCHEDULE - (2C10-2F18) 08/25/2017

I-006 - SIGNAGE SCHEDULE - (0-1B02) 08/25/2017

I-007 - SIGNAGE SCHEDULE - (1B04-1C13) 08/25/2017

I-008 - SIGNAGE SCHEDULE - (1C14-1D11A) 08/25/2017

I-009 - SIGNAGE SCHEDULE - (1D13-1F17) 08/25/2017

I-010 - SIGNAGE SCHEDULE - (1F18-2D12) 08/25/2017

I-011 - SIGNAGE SCHEDULE - (2D13-2F19) 08/25/2017

I-101 - FIRST FLOOR FURNITURE - OVERALL 08/25/2017

I-101A - FIRST FLOOR FURNITURE - AREA A 08/25/2017

I-101B - FIRST FLOOR FURNITURE - AREA B 08/25/2017

I-101C - FIRST FLOOR FURNITURE - AREA C 08/25/2017

I-101D - FIRST FLOOR FURNITURE - AREA D 08/25/2017

I-101E - FIRST FLOOR FURNITURE - AREA E 08/25/2017

I-101F - FIRST FLOOR FURNITURE - AREA F 08/25/2017

I-102 - SECOND FLOOR FURNITURE - OVERALL 08/25/2017

I-102A - SECOND FLOOR FURNITURE - AREA A 08/25/2017

I-102B - SECOND FLOOR FURNITURE - AREA B 08/25/2017

I-102C - SECOND FLOOR FURNITURE - AREA C 08/25/2017

I-102D - SECOND FLOOR FURNITURE - AREA D 08/25/2017

I-102E - SECOND FLOOR FURNITURE - AREA E 08/25/2017

I-102F - SECOND FLOOR FURNITURE - AREA F 08/25/2017

I-201A - FIRST FLOOR FINISH PLAN - AREA A 08/25/2017

I-201B - FIRST FLOOR FINISH PLAN - AREA B 08/25/2017

I-201C - FIRST FLOOR FINISH PLAN - AREA C 08/25/2017

I-201D - FIRST FLOOR FINISH PLAN - AREA D 08/25/2017

I-201E - FIRST FLOOR FINISH PLAN - AREA E 08/25/2017

I-201F - FIRST FLOOR FINISH PLAN - AREA F 08/25/2017

I-202A - SECOND FLOOR FINISH PLAN - AREA A 08/25/2017

I-202B - SECOND FLOOR FINISH PLAN - AREA B 08/25/2017

I-202C - SECOND FLOOR FINISH PLAN - AREA C 08/25/2017

I-202D - SECOND FLOOR FINISH PLAN - AREA D 08/25/2017

I-202E - SECOND FLOOR FINISH PLAN - AREA E 08/25/2017

I-202F - SECOND FLOOR FINISH PLAN - AREA F 08/25/2017

I-501 - INTERIOR DETAILS TRANSITION DETAILS 08/25/2017

M-003 - GENERAL NOTES 08/25/2017

M-101A - FIRST FLOOR DUCTWORK PLAN - AREA A 08/25/2017

M-101B - FIRST FLOOR DUCTWORK PLAN - AREA B 08/25/2017

M-101C - FIRST FLOOR DUCTWORK PLAN - AREA C 08/25/2017

M-101D - FIRST FLOOR DUCTWORK PLAN - AREA D 08/25/2017

M-101E - FIRST FLOOR DUCTWORK PLAN - AREA E 08/25/2017

M-101F - FIRST FLOOR DUCTWORK PLAN - AREA F 08/25/2017

M-102C - SECOND FLOOR DUCTWORK PLAN - AREA C 08/25/2017

M-102D - SECOND FLOOR DUCTWORK PLAN - AREA D 08/25/2017

M-102E - SECOND FLOOR DUCTWORK PLAN - AREA E 08/25/2017

M-102F - SECOND FLOOR DUCTWORK PLAN - AREA F 08/25/2017

M-410 - HVAC ENLARGED PLANS 08/25/2017

M-411 - HVAC ENLARGED PLANS 08/25/2017

M-501 - HVAC DETAILS 08/25/2017

M-603 - HVAC SCHEDULES 08/25/2017

M-604 - HVAC SCHEDULES 08/25/2017

P-501 - PLUMBING DETAILS 08/25/2017

S-101C - FIRST FLOOR FOUNDATION PLAN - AREA C 08/25/2017

S-102E - SECOND FLOOR FRAMING PLAN - AREA E 08/25/2017

W912HV-17-B-0005 Page 7 of 7

S-103E - ROOF FRAMING PLAN - AREA E 08/25/2017

S-210 - CONCRETE WALL ELEVATIONS 08/25/2017

S-504 - DETAILS 10/06/2017

S-606 - CONCRETE JOIST SCHEDULE DETAILS 10/06/2017

T-001 COMMUNICATIONS SITE PLAN 08/25/2017

T-002 ELECTRICAL SITE DETAILS 08/25/2017

C. The following page(s) contains questions that were submitted by potential offerors. Answers provided to the respective questions do not amend the solicitation (specifications, drawings, etc.) unless revision to the specifications or drawings is specifically noted and incorporated into the solicitation. Please see attached list of questions.

D. Bid opening date and time of October 18, 2017, 02:00 PM (Japan Standard Time), is extended to November 1, 21017, 02:00 PM, Japan Standard Time.

Questions and Responses: W912HV‐17‐B‐0004‐0004

Inquiry Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7063813 1

28 13 00.00 22, 2.2 (f.) and Section 08 71 00

The specification in 2.2 (f.) calls for providing electric door locks and power supplies as specified in Section 08 71 00 Door Hardware. Section 08 71 00;

however, does not have any specifications or information for electric door locks and power supplies. Please provide the necessary information on electric door locks and power supplies.

See revised specification section 08 71 00 paragraph 3.6 for Hardware index sets.

7063815 2

27 41 00, 1.3.3 & 1.4.2 The referenced specification alludes to maintenance of equipment in 1.3.3 and requires service calls in 1.4.2. Please clarify whether or not the contractor is to include costs for maintenance of equipment after installation and if so for what period of time and under what conditions.

Refer to specification section 27 41 00, paragraph 1.4 for maintenance requirements. Bid as advertised. Refer to paragraph 1.4.1 for period of time.

7063820 3

28 31 76, 1.7.1.6 Under this specification the requirement is for the manufacturer's representative to be an employee of the manufacturer with a minimum certification of NICET III in fire alarm systems. Will the government allow a manufacturer's representative who is not an employee of the manufacturer yet is certified by the manufacturer and has NICET III in fire alarm systems? The number of manufacturer employees with the required training and NICET III certification is extremely scarce and limits options of manufacturer while also increasing cost substantially.

Bid as advertised.

7063824 4

FA101 The note states that the text signs shall be powered by the fire alarm system. Will the government allow text signs that are powered from the 120VAC circuit feeding the exit sign in the vicinity as is usually executed? The activation and control would still originate with the fire alarm and mass notification system.

Conduct work in accordance with drawings and specifications. Bid as advertised.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7075788 5A

1 M‐410 The diffuser type and flow rate is missing between Grid 13.2‐14 and Grid J.4.

Please clarify.

2 M‐102D The diffuser type and flow rate for the two diffusers between Grid 6‐7 and J‐H.2 could not be found.

Please clarify.

3 M‐102D The diffuser type and flow rate for the diffuser between Grid 4.5‐5 and J‐ H.2 (for VAV‐7‐13) is missing. Can you please clarify?

4 M‐102F The diffuser type and flow rates for the diffusers between Grid 7‐11 and D‐D.8 (for VAV‐8‐21) are missing. Can you please clarify?

5 General Fire Dampers not shown on the drawings. Please advise required locations.

6 E‐212A, Specs Section 31 21 13 : Several references are made to the Radon Mitigation Plans / Designs. However, we were unable to find the drawings related to radon mitigation systems.

Please provide the necessary drawings.

7 P‐501 There is a pressure reducing valve (size 20mm) but we were unable to find both primary and secondary pressures. Can you please verify so we can select the correct PRV?

1 ‐ Revision Required ‐ It is a CD‐3/85 L/s. Refer to revised drawing M‐ 410.

2 ‐ Revision Required ‐ Each diffusers are CD‐3/110 L/s. Refer to revised drawing M‐102D.

3 ‐ Revision Required ‐ The diffuser is a CD‐3/35 L/s. Refer to revised drawing M‐411.

4 ‐ Revision Required ‐ D7 shown on M‐404 as CD‐3/135 L/s. Others are CD‐3/135 L/s, CD‐3/130 L/s, CD‐3/135 L/s going right from column 8.

Refer to revised drawings M‐102F.

5 ‐ No Revision Required/Clarification Only ‐ The project does not have fire barriers that would require dampers (2 hour rated). Smoke dampers are shown in the duct between each of the Comm/Data rooms and the corridor since that is considered a non‐ducted system in a smoke partition. These are indicated on Sheets M‐101B, M‐101C, M‐ 101D, M‐102C, and M‐102D. Additionally a schedule is provided on M‐ 605 (bottom of the Control Damper Schedule).

6 ‐ No Revision Required/Clarification Only ‐ The Radon Mitigation drawings that are referenced from the electrical drawings and Specification Section 31 21 13 are part of the Plumbing package. See drawings P‐103, P‐104 and P‐105.

7 ‐ Revision Required ‐ The basis of design for the scrap collector is a packaged unit that includes shut off valves, solenoid valves, and backflow preventer; it does not require a PRV. We have removed the detail from the plumbing drawings. See revised drawing P‐501.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7075788 5B

8 23 65 00, Par 2.4 Par 2.4 indicates a gear drive assembly. However, the basis of design manufacturer offers belt drive. Is the belt drive acceptable?

9 Section 23 64 26 3. 4. 3 Para. 3.4.3 for water treatment test menstion about ASTM standrad. However, is JIS standard acceptable for long trem test and easily provided by locally? Please see JIS standard for reference; JIS B 8224, JIS K0102, JIS K1010.

10 M‐605 Electrical requirements for FCU‐M01 to M09 are 460V/3PH.

Can we use 277V/1PH (available from the panel) instead for these units?

11 P‐101F For RH‐1, is a PVC or FRP material acceptable for the tank?

12 P‐101F For the sump pump in RH‐1, is a 100V pump acceptable?

13 P‐101F For RH‐1, can the tank be an open type on top?

14 E‐400 For, Cooling tower, Reference Keynote describe that disconnect switch is 480V at No.19. However, cooling tower schedule in Mechanical drawing (M‐601) describe 460V. Please advice which voltage is correct.

8 ‐ No Revision Required/Clarification Only ‐ Specification Section 23 65 00 Paragraph 2.4 states if you have a gear box then put a manufactures standard nameplate on it that will meet the requirements of paragraph

2.4. The towers main drive shall be belt drive in accordance with paragraph 2.8.1 .

9 ‐ No Revision Required/Clarification Only ‐ The equipment will be procured from the U.S., therefore use of a water treatment test that does not meet ASTM standard is not recommended.

10 ‐ No Revision or Clarification Required/Bid As‐Is ‐ Perform work in accordance with drawings and specifications.

11 ‐ No Revision Required/Clarification Only ‐ Refer to specification 22 00 00 Paragraph 2.8. which requires polyethylene with UV inhibitors.

12 ‐ No Revision Required/Clarification Only ‐ Refer to specification 22 00 00 Paragraph 2.8. which requires a 120V, 1Ph, 60HZ pump.

13 ‐ No Revision Required/Clarification Only ‐ Refer to specification 22 00 00 Paragraph 2.8. Tank shall have an access cover.

14 ‐ No Revision Required/Clarification Only ‐ The building has a 480V service. Mechanical equipment cut sheets often list 460V even though the equipment is rated for a 480V system.

7075789 6 AV202 Please clarify the configuration of plate xxx & its location. Plate xxx is Plate B05. See revised drawings AV202 and AV206.

7075790 7 AV201 The reference, drawing shows four (4) WMR and five (5) WMT. Please confirm the usage of the fifth WMT and whether or not an additional WMR is needed.

The equipment referred to is not the contractor's responsibility. Bid as advertised.

7075791 8 AV111, AV121 Please verify WMR is supposed to be Type 2. Currently, the WMR is shown as Type

1 which is not compatible with the specified WMD Type 3 and Type 4.

WMR‐A1x1 (A5 in drawing AV‐111) and WMR‐A2x1 (A5 in drawing AV‐

121) are Type 2. See revised drawings AV111 and AV121.

7075792 9 AV 204 Please confirm that two (2) 20A electrical circuits are dedicated for the wall mount racks.

Yes. See D1 in revised drawing AV204

7075793 10

AV 204, D6; Sheet LV112B Please confirm the mounting requirements for the Line Array speakers in the multi‐ purpose commons. Can they be mounted on concrete columns with custom fabricated brackets or must they be suspended from the ceiling structure above?

Line array loudspeaker cluster are to be mounted to concrete column using custom fabricated brackets.

7075794 11 AV301 Please confirm that loose equipment is not required under Division 27 specifications.

Removal of loose equipment is not the Contractor's responsibility.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7075795 12

Division 27 Specifications 11 52 13, 27 41 30, 27 41 75, 27 41 55, 27 41 00, 27 41 50 & 27 41 40

Throughout the referenced specifications the individual referred to as the "consultant" is responsible for data sheet and equipment submittal approvals as well as programming and related approvals. In addition the consultant is to perform site visits for inspection of installations and is also responsible for testing.

It seems that the specifications were written for stateside commercial projects and not for typical government projects. Please confirm the following:

a. The government is the approval authority for submittals and not the "consultant".

b. The government is the approval authority for equipment substitutions and not the "consultant".

c. Programming of systems and design of GUI are at the discretion of the contractor and not the "consultant".

d. Inspections and testing of equipment as well as test report review, prior to government approval, is the responsibility of the contractor and not the "consultant".

e. Setup, adjustment and testing of loudspeakers is the responsibility of the contractor and not the "consultant".

f. Is there a role for the "consultant" under this project bid, and if so, please define that role.

All references of 'Consultant' shall be replaced with 'Approval Authority'. See revised specification section 11 52 13, 26 05 93, 27 41 00, 27 41 30, 27 41 40, 27 41 50, 27 41 55, 27 41 70, 27 41 72, & 27 41 75.

7076061 13

S‐101A‐101F, G1&E1/S‐501 Two details are provided for C.J. on S‐501. Detail G1 is control joint and E1 is construction joint. But there are no indication of differences on plan drawings S‐ 101A ~ 101F. So, please provide the indication of two details of C.J. on the plan drawings.

Means and methods including use of slab on grade control joint or construction joint shall be determined by the contractor. Bid as advertised.

7076062 14 S‐101A~101F, G1 & E1/ S‐

C.J. are shown by dotted line on plan drawings, but are there C.J. on the line of grid lines? If its so, please identify where grid lines and C.J. dotted lines are masked.

C.J.s may occur on some grid lines. See General note 3.2.D on drawing S‐ 001.

7076063 15 S‐101C The pile cap at gridline H/10.5 is indicated as "? Name." Please provide the correct pile cap number.

The pile cap designation is PC3. See revised drawing S‐101C.

7076064 16 S‐101D, 101E The detail A7/S‐504 is applied at gridline J/6 and D/6, but colum with wall form is different from typical detail. So, please provide this corner detail.

See revised drawing S‐504. Added Detail A7/S‐504 shows a corner wall condition.

7076065 17 S‐201 There are similar reinforcing details for A1 & E4 and A4 & E7. Please explain the differences and application of the similar details.

Bid as advertised.

7076066 18 S‐204 The wall openning reinforcing detail C4/S‐201 and wall spandrel detail WS2 is indicated at gridline C‐B on C2/S‐204. So, please advise which opening detail to be followed.

Both details apply to the stated location and should be used together.

Bid as advertised.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076067 19

S‐207 There are wall openings at gridline 13‐14 and 17‐18 at D1/S‐207 elevation, but these two openings does not indicate a wall spandrel detail. Do these two subject openings require wall sprandrels? If so, please indicate associated wall sprandrel detail.

For typical door openings, see E1 in drawing S‐201 and C4 in drawing S‐

201. For spandrel reinforcing at the referenced door openings, see C4 in drawing S‐201.

7076068 20 S‐210 There are descrepancies that indicated wall opening reinforcing detail and wall pier

& wall spandrel number without openings at E3/S‐210. So, please advise which indications are correct.

The extra pier and spandrel callouts are removed. See revised drawing S‐ 210.

7076069 21 S‐203~216 There are some missing concrete wall elevations, gridline E/14‐19, D.8/19‐22, H/18‐

23, K2‐L/16.2, J‐L/17, H‐L/18.1, B‐D/14, E/5‐7. So please provide the respective concrete wall elevations.

Grid line E between grids 14 & 19 does not have a concrete wall, so there is no wall elevation provided. For the other wall elevations, see drawings S‐202, S‐206 and S‐210.

7076070 22 S‐604 The stirrups details shown in C8‐typical foundation girder detail is different with the foundation girder schedule. Please advise applicable foundation girder number or location.

Foundation girders shall have stirrup reinforcing per the schedule on drawing S‐604. See C8 in drawing S‐604 for a general arrangement of the foundation girder reinforcement.

7076071 23 S‐102C~102F, 103C~103F, S‐

Please specify the stirrups pitch @ for concrete joist J5. The stirrups are spaced at 200. See revised drawing S‐606.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076072 24

S‐102C~102F, 103C~103F, S‐

The consideration of conjusted reinforcements in the waffle slab, there are standard (2)D13 as S1 reinf. And (2)D19 as additional shearhead top reinf. And (2)D19 as joist top reinf. And (1)D13 for stirrup and (2)D13 for extra bars around openings. Even some of reinf can lay in same level, the minimum concrete cover of 20mm for slab and 38mm for joists are quite difficult to keep. So, please advise adequate slab thickness.

See revised Concrete Joist Schedule on S‐606 that changes the bottom reinforcing in J10 and J17 to provide 2 layers of reinforcing instead of 1 layer. This will provide adequate bar spacing for concrete placement in these joists.

The waffle slab thickness of 150 is adequate for bar placement.

Reinforcing bars at the top of joist, additional shearhead top reinforcing and slab reinforcing shall be placed in the same layer as indicated.

Longitudinal reinforcing in the waffle slab shall be placed in the following order to minimize congestion as indicated in detail C7/S‐606:

1st: North‐South Bottom Bars (joist and shearhead bottom reinforcement in same layer)

2nd: East‐West Bottom Bars (joist and shearhead bottom reinforcement in same layer)

3rd: East‐West Top Bars and North‐South Slab Bars (joist and shearhead top reinforcement and slab reinforcement in same layer)

4th: North‐South Top Bars and North‐South Slab Bars (joist and shearhead top reinforcement and slab reinforcement in same layer)

7076073 25 S‐002 Note 1 indicates 'increase lap length for top bars by 30%,' Please explain more clearly which situation of bar requires the increase in lap length.

For the definition of top bars, see Note 1 at E8 in drawing S‐002.

7076074 26

A‐601~603, 08 71 00 Regarding the door hardwares, the door schedule drawings do not indicate the respective hardware type or number and also hardware set lists as per hardware number are missing in the specfication. So, please provide both the hardware number to each door and hardware set lists.

See revised specification section 08 71 00 paragraph 3.6 for Hardware index sets.

7076075 27

A‐002, A‐430 General notes 7 indicates 'see interior elevation (A‐430 sheets) for additional location of gyp.board control joint.' , but the control joints are not shown in the A‐ 430 drawing. So, please advise the correct drawing number to reference for additional control joints.

General note 7 to be removed. Gyp. Board control joints to be located as directed by 09 29 00. See revised drawing A‐002.

7076076 28

A‐101A~A‐102F The keynote 108 indicates 'PRE‐FINISHED 300X300 METAL DOWNSPOUT AND SCUPPER.' But several sizes of downspouts are found in the drawings. So, should KTR understand all downspouts are 300 x 300 in size? If not, please specify the respective sizes of downspouts.

On drawings A‐101A to A‐102F, the downspouts are revised to reflect the appropriate size. See revised drawings A‐101A to A‐102F and

CU503.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076077 29 A‐603, 10 22 39 para.

1.2.2.2

The STC ratings of operable partitions are 40 in the drawing A‐603, but the specification stated 50 in para. 1.2.2.2. Please advise which rating is to be followed.

STC ratings for all operable partitions in 10 22 39 para. 1.2.2.2 will be changed to STC 40 to match the drawings. See revised Specification Section 10 22 39.

7076078 30

03 33 00 In addition to 03 30 00.00 10 Cast ‐in‐place concrete, there is the 03 33 00 cast‐in‐ place architectural concrete specification. Please advise which portion of buildings to apply this specification, and also advise alternative Japanese standards number.

Specification 03 30 00.00 10 Cast‐in‐place concrete applies to all structural concrete. Specification 03 33 00 Cast‐in‐place Architectural Concrete is used in conjunction with specification 03 30 00.00 10 for architecturally exposed/sealed concrete. Refer to the architectural drawings for locations of exposed concrete finish. Equivalent Japanese standards are provided in specification 03 30 00.00 10.

7076079 31

07 21 13 The specification for block or board insulation 07 21 13 para.2.1 indicates that Japanese equivalent products would be accepted, but the specification 01 11 00.00 10 para.1.4 is indicates that the insulation with flame spread and smoke development rating shall not be substituted with Japanese manufactured products. So, please advise which specification must be followed.

Japanese product polystyrene form insulations cannot be used within the interior of the building because it does not meet the requirement of the flame spread and smoke development rating. It may be used on structural concrete slab on the exterior roof that does not require flame spread and smoke development rating. Bid as advertised.

7076080 32

07 21 13 para.3.5 The specification for block or board insulation 07 21 13 para.3.5 indicates to install perimeter thermal insulation to slab edges in slab‐on‐grade, but the section drawings A‐311 ~ A‐317 are not shown. So, please advise the dimension for perimeter under slab insulation.

Under‐slab insulation is not used due to the warm climate. Para 3.5 in section 07 21 13 will be removed. See revised specification section 07 21 13.

7076081 33

07 21 16 para.2.1 The specification for Mineral fiber blanket insulation 07 21 16 para.2.1 indicates that Japanese equivalent products are acceptable, but the specification 01 11

00.00 10 para.1.4 includes insulation with flame spread and smoke development rating which shall not be substituted with Japanese manufactured products. So, please advise which specification must be followed.

Mineral fiber blanket insulation in JIS A 9504 is acceptable. Please follow Section 07 21 16.

7076082 34

08 33 23 The specification for overhead coiling door 08 33 23 say two type of curtains which is para.2.3.1.2 curtains and para.2.3.1.3 insulated curtains. Please advise which curtains shall be used for this project. However there is not Japanese equivalent product for insulated curtains.

Paragraph 2.3.1.2 is for the construction of the curtain and paragraph

2.3.1.3 is for the insulation itself. Both paragraphs are required. No JIS equivalent is allowed in this specification section and JIS references will be removed from the section. See revised specification section 08 33 23.

7076083 35

A‐601~604 The frame type 5 and sill type A1/A‐604 are selected for the overhead coiling door 1A23b, but frame type 5 is not presented in drawing A‐602 and sill type A1/A‐604 is not for overhead coiling door. Please provide the frame type details and head, jamb, sill details.

The door schedule will be revised to reference the correct details for overhead coiling doors. Details will be added to sheet A‐605. See revised drawings A‐601 and A‐605.

7076084 36

08 34 73 There is the category A positive pressure fire door construction in the specification 08 34 73 for sound control door assemblies para.1.3.1.1. But this door type is not marked on the door schedule drawings. So, please advise which door are to be category A positive pressure fire door construction.

This assembly is not used. Para. 1.3.1.1 will be omitted. See revised Specification Section 08 34 73.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076085 37 A‐002 In the general note 5, the impact resistant GWB is specified from floor level up to

1200mm. Is this impact resistant GWB for surfaced layer or 2 layer for partition wall type 1, 1s, 1r?

The impact resistant GWB is for the outer‐most layer. See revised drawing A‐002 at general note 5.

7076086 38 09 65 66 Please advise the percentage of extra materials which is not mentioned in the resilient athletic flooring 09 65 66 para.1.6.

See revised Specification Section 09 65 66, para 1.6.

7076087 39 I‐201A, I‐202F, 09 72 00 para.2.6

The dry erase wall covering is specified in 09 72 00 para.2.6 and floor finish plans I‐ 201A ? 202F are indicated as marker board wall paint. So, please verify the location of dry erase wall coverings.

See revised Specification Section 09 72 00, paragraph 2.6.

7076088 40

I‐201A, I‐202F, 09 72 00 para.2.7, 10 26 00 para.2.1

The corner guards are presented in the 09 72 00 para.2.7 for rubber corner guards and 10 26 00 para.2.1 for resilient corner guards. But the rubber corner guards do not appear in the drawings. So, please advise the locations of rubber corner guards to be installed.

Section 09 72 00, paragraph 2.7 to be deleted. Section 10 26 00 – corner guard section to be edited. See drawings I‐201A thru I‐201F, note N17 for locations. See revised specification section 10 26 00 paragraph 2.2.1.

7076089 41

09 83 13 para.2.2.3 The specification 09 83 13 para.2.2.3 indicates the panel thickness as required to meet the indicated NRC range indicated on drawings. But there is no indication of NRC range in the drawings. So, please advise the specified NRC range or panel thickness.

Required panel thickness will be added to the drawings. See revised drawing I‐000 and 09 83 13 paragraph 2.2.3..

7076090 42 A‐430,A‐445, 10 11 00 para.

2.3

The marker boards specification appears in 10 11 00 para.2.3, but there is no indication in the interior millwork elevations. So, please advise the location and size of marker boards.

Marker board section to be removed. See revised Specification Section 10 11 00, para 2.3.

7076091 43 I‐101D The furniture drawing I‐101D indicates the high density file storage (F6). Is this high density file storage part of this contract? If so, plaese provide the detail drawings and specification.

The high density files can be found on the architectural plans. See revised drawings A‐101C, A‐101D, A‐101E, A‐101F, A‐102C, A‐102D, A‐ 102E and A‐102F and added specification 10 56 13.

7076092 44

I‐101A,I‐102F The furniture drawings I‐101A through 102F indicates the 55"(1470mmW) TV monitors (F8) which are not in the contract, but are the brackets for TV monitors within this contract? If so, please advise wall mount type or ceiling mount type due to cost difference.

See specification section 10 11 00 para 2.5 for mounting and bracket information.

7076093 45

I‐101A,I‐102F The drawings I‐101A through 102F are indicated that F4 provide play accessories:

AC‐06 .......and so on. Due to the specifications and reference package details are not provided, can KTR understand that the FFE package will not be part of this contract?

General note to be added. See revised drawings I‐101 thru I‐102F.

7076094 46

I‐101A,I‐102F The drawings I‐201A through 202F indicate the single or double run of continuous display rails ‐ cork insert tack‐strip, but can not find the details. So, please provide the details and specifications for display rails and cork insert tack‐strip.

Section for tack strips to be included. See revised Specification Section 10 11 00 paragraph 1.4, Section 10 11 00 revised paragraph 2.3, and revised drawing I‐501 for details.

7076095 47

A‐111A?A‐112F, 10 11 00 para.2.6

The specification 10 11 00 para.2.6, 2.6.1, 2.6.2, 2.6.3 indicates to provide ceiling support for projectors, ceiling mounting plate, projector mounts and lecturn, but the location of those items are not found in the reflected ceiling plan drawings A‐ 111A through A‐112F and it is difficult to distinguish between the projection screen symbol and the light fittings. So, please provide markings to identify the respective items in the plan drawings.

See D6 in Drawing AV 204

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076096 48

LS‐001, LS‐504, I‐006, I‐015,

10 14 00.10

The exterior signage specification indicates 'Exterior signage shall consist of a system of coordinated directional, identification, and regulatory type signs located where shown......., but it can not be found in the relative drawings. So, please provide the details of each type of exterior signage and location plans.

See Drawing CS106

7076097 49

I‐201B The drawing I‐201B keynote N39 indicates to provide electrical window shades, WS‐2 at celestory windows...., but there is no detail and window location. So, please provide the details showing the box shape and mounting details and respective window schedule to be installed, and required electrical information, wiring diagram, power plan and switch location etc.

Electrical window shades will be indicated on the interior finish plans sheets. See revised drawings I‐201A, I‐202A, I‐202B, and I‐501.

7076098 50

12 24 13 The floor plan or window type drawings are not shown the location of roller window shades to be installed, and also details of box shape and mounting type with ceiling board termination etc. So, please provide the plans for locations of roller window shades to be installed and the respective details with window heads and ceilings etc.

Roller window shades will be indicated on the interior finish plans for interior windows. See revised drawings I‐001, I‐201A to I‐201F, I‐202C to I‐202F and I‐501.

7076099 51 10 21 23.16 Please provide the sectional detail drawings showing track mounting detail against the ceiling and supports that follow the specification.

See revised drawing I‐501.

7076100 52 10 26 00 para.2.3 The specification 10 26 00 para.2.3 is for wall guards, but there is no indications in the relative drawings. So, please provide the locations of wall guards to be installed.

See drawings I‐001 and I‐002.

7076101 53 A‐431 , 10 51 13 The metal locker are indicated in drawing A‐431 as 3 of double tier lockers, and not in other interior millwork elevations. Is this metal locker for room 1B27 only? If its not, please indicate the other locations.

Contractor shall purchase and install lockers. Drawings will be revised to show locker locations. See revised drawing A‐431.

7076102 54

01 35 26 para.3.7.3 The GPR, X‐ray, bore scope....prior to start of demolition and construction in the specification 01 35 26 para.3.7.3. If KTR remove the condrete or bituminous asphalt carefully before the underground utilities demolition, can KTR choose to scan the construction site with electromagnetic or sonic equipment as stated para.

3.7.2 utility location verification in lieu of the GPR, X‐ray, bore scope?

Per Specification Section 02 41 00 para. 1.2.1, Contractor shall provide a Demolition Plan for approval by the Contracting Officer. In accordance with Specification Section 01 35 26 para. 3.7.4, Contractor shall conduct excavations and other construction activities related to earth work.

7076103 55

01 35 26 para.3.7.4 The consideration of the specification 01 35 26 para.3.7.4, a possibility of encountering UXOs at mostly below the foundations of buildings and new utilities.

So, can KTR understand that the GPR survey require at new building pile locations and new utilities down to 2m depth?

No clear depth has been indicated by Kadena Air Base. In accordance with Specification Section 01 35 26 para. 3.7.4, Contractor shall conduct excavations and other construction activites related to earth work.

7076104 56 A‐102B, A‐202 Regarding the exterior sun shade devices, some windows are planned but some are not in the elevation drawings. Are those windows without sun shade devices correct?

The plans and elevations will be coordinated to indicate locations of all sun shade devices. See revised drawings A‐101C, A‐101E, A‐102C, A‐ 202, and A‐203.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076105 57

08 33 23, 10 71 13.13 The similar specifications are provided for overhead coiling door as 08 33 23 and storm shutters as 10 71 13,13. The overhead coiling door or shutter is for door 1A23b only. So, which specification to be followed?

The storm shutter spec is in reference to the 3‐panel aluminum amado window screens on drawing A‐402. Storm Shutters section 10 71 13, 13 will be renamed "Storm Shutters (Aluminum Amado Window Screens)".

See revised specification section 10 71 13.13.

7076106 58 A‐101B, A‐443, 11 49 00 para.2.3.2

The specification indicates the wall safety pads, but not in the drawing A‐101B and A‐443. Is there any wall safety pads?

Yes, wall safety padding added. See revised drawings A‐443, A‐444 and I‐ 201B.

7076107 59

I‐201A, I‐202F, 12 21 00 The interior finish plans are indicated to provide integral window blinds, WB‐1 at all side lites and integral vison panels. But window and door schedule are does not specified the respective locations to provide. So, please specify the respective windows and doors to provide the integral window blinds and also sectional detail drawings.

Integral window blind locations will be indicated on the door schedules

– sheets A‐601 – A‐602. Note WB‐1 on sheet I‐001 will be revised to reference the door schedules for locations. See revised drawings A‐601

– A‐602, I‐001.

7076108 60

I‐201A, I‐202F Are these WB‐1 applied to all exterior windows? If its not, please advise the specific locations of windows or doors.

Integral window blind locations will be indicated on the door schedules

– sheets A‐601 – A‐602. Note WB‐1 on sheet I‐001 will be revised to reference the door schedules for locations. See revised drawings A‐601

– A‐602, I‐001.

7076109 61

12 21 00 para.3.2.1 The specification 12 21 00 para.3.2.1 say 'perform installation of horizontal and audio visual blinds in accordance with...... and location relative to window units.

But this blinds is not appear in drawings. So, please advise the which windows to install this blinds.

Integral window blind locations will be indicated on the door schedules

– sheets A‐601 – A‐602. Note WB‐1 on sheet I‐001 will be revised to reference the door schedules for locations. See revised drawings A‐601

– A‐602, I‐001.

7076110 62

A2/A‐311, A3/A‐315, A2/A‐ 316, A2/A‐317

The top of windows are higher than the internal ceiling levels in the wall section drawings A2/A‐311, A3/A‐315, A2/A‐316 and A2/A‐317. Please advise the details of behind the windows where are above the internal ceiling levels. And also consideration of window roller shades (WS‐1) for all exterior windows, plaese advise the termination details of window frames and window shade and ceiling.

Glazing that occurs in windows that span above ceilings in these areas is to have spandrel glazing (GT‐2). The ceiling should align with the horizontal window mullion. Roller shade attachment will be detailed at this condition. The intent is that the roller shades are installed in‐line with the ceiling when the ceiling aligns with a horizontal window mullion. All other windows should have roller shades at the head of the window. Please see the attached revisions for updates to details E6/A‐ 604, F4/A‐605, and updated detail references on wall sections A2/A‐ 311, A3/A‐315,A2/A‐316, and A2/A‐317.

7076111 63

E8/LS‐500, 12 93 00

para.2.6.5

The 35MPa of concrete strength is steted in specification 12 93 00 para.2.6.5, but the building structural concrete strength is 27MPa maximum. So, can this Torii gate footing concrete to be 27MPa?

Revised specification to have concrete strength be modified from 35 Mpa to 27 Mpa. See revised specification section 12 93 00, para 2.6.5.

7076112 64 E4/LS‐500, 12 93 00 para.2.7 The bench photoimage is indicated in drawing E4/LS‐500, but no information for length and footing details. So, please provide the details of dimensions and footings.

Bench length dimension to be 2 meter in length. See E4 in revised drawing LS500.

7076113 65

CS‐103, A5/LS‐500, 12 93 00

para.2.8

The bike rack is appeared in drawing CS‐103 and A5/LS‐500, but the no length is indicated and footing or concrete slab size is also not indicated. So, please provide the length of bike rack for reference and also footing or concrete slab dimensions.

See revised drawing LS101 and A5 in revised drawing LS500.

Number

Item Sheet No. or Specs Contractor Question or Information Needed Tech Lead Response

7076114 66

CS‐101~105, 501, 12 93 00

para.2.9

The bollards are indicated in drawings CS‐101~105 and CS‐501, and specification 12 93 00 para.2.9, but the sizes are discrepancy in pipe or square. So, please advise which detail to be followed, and where is to use protective bollards indicated in the drawing A6/CS‐501.

Revised specification to match size and detail of bollard in drawing CS501, detail A6. Locations of bollards are specified in drawing CS101‐ CS104, keynote 25 and drawing CU101‐CU104, keynote 21. See revised specification section 12 93 00, para 2.9.

7076115 67

CS‐101~105, 501 The AT/FP bollards are indicated in the drawing CS‐101~105, but the AT/FP bollards ? arrows in front of zebra areas between ADA parking lots. So, please advise how many of bollards are located at this areas? If these bollards are located in this area,are other areas‐North & East parking areas also requiring bollards?

Refer to drawing CS103 and CS104, keynote 12. There are two AT/FP bollards required for the west and south entrances as shown in the drawings CS103 and CS104. No bollards are required for the north side of the building.

7076116 68

S‐601, 31 31 16.13 para.3.2.1

The wave equation analisis of pile drivability is indicated in specification 31 31

16.13 para.3.2.1. But please advise how many locations to be conducted? Is that one test for each zone 1 to 6, or same as test pile numbers?

The wave equation analysis as noted in specification 31 62 13.20 paragraph 3.2.1a is an analysis to establish pile drivability for a specific size pile and distinct subsurface profile. The contractor shall determine the number of wave equation analyses required for the site conditions.

The test pile locations noted on drawing S‐601 are indicated to establish the ordering length for piles within each zone and are not associated with wave equation analysis requirements.

7076117 69 CS‐101 The floor finish of playgrounds are pour‐in‐place playground protective surface shown in drawing LS‐501 and so on. But please advise the pavement type for surrounding of playground protective surface.

Refer to drawing LS502, note 4 for clarification.

7076119 70

10 14 00.10 para.2.1 The specification 10 14 00.10 para.2.1 indicates that…