addendum no. 1 - tmwa home

Addendum No. 1 TMWA OPERATIONS CENTER EXPANSION

PWP Bid No.: WA-2017-201

TMWA Capital Project No.: 12-0009

June 19, 2017

The following information, clarifications, changes and modifications are by reference incorporated into

the bid documents for the above referenced project. Any work item or contract provision not changed or

modified will remain in full force and effect. The bid date and time and construction schedule remain the

same.

CLARIFICATION

Clarification Item No. 1: The Pre-Bid Agenda, which was made available to interested bidders who

attended the mandatory pre-bid meeting and site visit, Item 2a, “A Successful Bid Must Incorporate the

Following,” alludes to two Sign-In Sheets. Please be advised that only one sign-in sheet was utilized,

subsequently posted to TMWA’s website and will be utilized to determine which bidders are eligible to

submit a bid proposal.

QUESTIONS AND RESPONSES

Question No. 1: Would you know the estimated start of construction date? Subcontractors have been

enquiring as their schedules are getting jam-packed.

Response to Question No. 1: A preliminary version of the Supplemental Conditions was inserted into

the front of the Technical Conditions by mistake and should be deleted. The correct version of the

Supplemental Conditions is attached hereto and should replace the version inserted into the Technical

Conditions. See Article 7 of the attached Supplemental Conditions for project schedule information.

The start of construction is scheduled for August 14, 2017.

Question No. 2: A few submittals in the specifications have LEED/COC requirements. Is it essential

for the General Contractor to be LEED certified to bid this project?

Response to Question No. 2: Any reference to LEED/COC requirements may be waived. This is not a

LEED Certified project. – L. Murray, H+K Architects.

Question No. 3: Does NRS 339.025, Payment and Performance Bonds, apply to Subcontractors on this

project?

Response to Question No. 3: Per TMWA’s interpretation of NRS 339.025, only the successful bidder

(the General Contractor) awarded the construction contract is required to furnish the Performance and

Material Bonds

Question No. 4: Specs call for Roller Shades (12 49 40-1) however they are not shown on the

drawings.

Response to Question No. 4: On sheet A602, at each window, there is a callout labelled, 12 24 13,

which should read 12 49 40, which references the Roller Shade specification. See Sheets A402 & A602,

revision #2, dated June 15, 2017 attached hereto. The roller shades also appear in detail 3/A702.

Question No. 5: In Section 26-05-73 page 3 subsection 1.5 B. #2 it appears that this requirement is in

direct violation of the N.R.S 625.530 (3) would you have someone give a detailed explanation as to how

to accomplish this study while not violating the N.R.S.

Response to Question No. 5: It is TMWA’s opinion that Specification Section 260573, Paragraph

1.5(B)(2) is not in violation of the NRS 625.530 Paragraph (3). This NRS provision is intended to be

applied to the selection of a professional engineer hired by the public works agency, not by a contractor

working on a public works project. The A/E team for this project has already been selected by the public

works agency (TMWA) in a manner that is consistent with NRS 625.530.

The NRS provision does not apply to design services that are required to be included by a bidding

contractor, as those design services cannot be completed until construction has commenced. It is the

bidding contactor’s responsibility to select a qualified company to perform the Study during

construction. The bidding contractor is free to select the company at their own discretion, so long as the

company meets the requirements set forth in the specifications and construction documents.

However, in an effort to maintain consistency and quality, TMWA has decided to delete the requirement

for the short circuit and protective device coordination study from the contractor’s scope of work.

Please delete Technical Specification Section 26 05 73. TMWA will hire an electrical engineer to

perform the work. The contractor will be required to coordinate with TMWA’s engineer regarding

schedule and providing necessary data to facilitate the short circuit and protective device coordination

study.

Question No. 6: What areas will be available for material laydown and staging?

Response to Question No. 6: There will be some space available directly south of the new addition.

Additional space will be provided in the gravel area located in the northwest corner of the property

(corner of Wall Street and Corporate Blvd).

Question No. 7: Should the contractor’s insurance cover the value of the existing building and

improvements?

Response to Question No. 7: No. The contractor’s insurance should only cover the value of the scope

of work for the new construction and improvements only.

Question No. 8: What is the scope of work for the data center?

Response to Question No. 8: See the notes added to revised Sheet G102, dated 6/15/17 attached

hereto.

QUESTION CUT-OFF DATE: JULY 14, 2017

END OF ADDENDUM NO. 1

ATTACHMENT “A”

______________________________________________________________________________

May 2017 Supplementary Conditions Corporate Office

Master Form rev 4.10.14 00800 – 1 Expansion

Section 00800

SUPPLEMENTARY CONDITIONS

ARTICLE 1: GENERAL

1.01 General

A. These Supplementary Conditions amend or supplement the General Conditions and

other provisions of the Contract Documents as indicated below.

B. All provisions which are not so amended or supplemented remain in full force and

effect.

1.02 Project Representative and Engineer

A. The Project Representative is the sole point of contact for the Contractor on matters

relating to the Work. References to “Engineer” or “Architect” in the Specifications

shall be understood to mean the Project Representative. The Project Representative for

this Project is Scott Estes, 1355 Capital Blvd, Reno, NV 89520-3013, office phone 775-

834-8033; cell phone 775-742-0909.

B. The Architect for this project is Lee Murray, AIA, H+K Architects, 5485 Reno

Corporate Drive, Suite 100, Reno, NV 89511-2262, office phone 775-870-4879, cell

phone 775-332-6642.

ARTICLE 2: CONTRACTOR’S INSURANCE

2.01 General

A. The Contractor shall provide insurance as specified in Articles 5.02 and 5.03 of the

General Conditions and as modified below.

2.02 Builders Risk

A. Per Article 5.03 A of the General Conditions, Contractor shall provide builders risk

insurance for the structures being constructed and renovated under this Contract.

1. Insurance amount shall be for the full cost of replacement at the time of loss.

2. The Builders Risk policy shall cover all physical loss including but not limited to

fire, lightning, explosion, wind, hail, aircraft, theft, vandalism, and water damage.

2.03 Flood Insurance

A. Work under this Contract is being performed within a FEMA A, AE, AH, AO, or A99

flood zone. The Contractor shall provide flood insurance during construction.

ARTICLE 3: PERMITS

3.01 General

A. Refer to Article 6.06 “Permits” of the General Conditions for requirements governing

responsibility for obtaining permits and paying permit fees.

______________________________________________________________________________



3.02 Construction Site Stormwater Permit

A. Refer to Article 6.14 “Construction Site Stormwater Control” of the General

Conditions for additional requirements.

B. The estimated area of land that will be disturbed by the Project is less than one acre

therefore the Contractor is not required to prepare a SWPPP or file a NOI with NDEP.

3.03 Dust Control Permit

A. Refer to Article 6.15 “Dust Control” of the General Conditions for additional

requirements.

B. The estimated area of land that will be disturbed by the Project is less than one acre

therefore TMWA will not obtain a dust control permit from the Washoe county Health

District.

3.04 Building Permit

A. The Contractor is responsible for picking up the building permit at the Washoe County

Building Department office. TMWA will pay for the permit fee.

ARTICLE 4: ACCESS TO WORK SITE

4.01 General

A. Refer to Article 4.01 of the General Conditions for general requirements governing

availability of lands.

4.02 Site Specific

A. Prior to beginning work at the site, the Superintendent and Foreman for the General

Contractor and the Superintendent and Foreman for any Subcontractors will be

required to submit to a background check. The General Contractor will furnish

TMWA a list of names with an e-mail address for all such persons. TMWA will send

each person an information form that must be completed and returned by e-mail to

TMWA to allow TMWA to perform the background check. Those personnel passing

the background check will be issued a temporary ID badge allowing access to the

TMWA job site.

B. Contractor supervisory personnel issued a temporary TMWA ID badge will be

responsible for providing access to the job site for their crews and workers. Workers

will not be allowed access to any area of the TMWA building or grounds that are not

part of the work area.

ARTICLE 5: DOCUMENTS FOR CONSTRUCTION

5.01 General

A. TMWA will prepare conformed Drawings and Specifications for construction that

incorporate all addenda issued during bidding.

B. TMWA will provide 10 sets of the conformed documents to the Contractor for use

during construction. Additional sets can be obtained at cost.

______________________________________________________________________________



C. Only conformed documents shall be used for construction. TMWA will not compensate

the Contractor for incorrect work done as a result of not using the conformed Drawings

and Specifications.

5.02 Ownership of Documents

A. Per Article 3.06 “Ownership and Return of Contract Documents” of the General

Conditions, ownership of the Contract Documents remains with TMWA. All copies

shall be returned to the Project Representative before payment will be made for

demobilization and before a Notice of Completion will be filed.

ARTICLE 6: PROJECT CLOSEOUT

6.01 General

A. Refer to Article 7.06 “Retention and Final Payment” of the General Conditions for

additional information.

B. Project closeout starts when the Contractor submits a letter to the Project

Representative stating that the Project is complete and requesting release of retention.

C. The project closeout process is part of the Work and must be completed within the

specified Contract Time.

6.02 Procedures

A. Upon receipt of the Contractor’s letter, the Project Representative will determine if the

Project has been completed as required by the Contract Documents. To be considered

complete:

1. The Project shall be in service or be ready to be placed in service.

2. All punch list items shall be completed to the satisfaction of the Project

Representative.

3. The final conforming Change Order shall be signed by the Contractor and be

ready for execution by TMWA.

4. The retention release pay request shall be submitted and approved by the Project

Representative.

5. The Record Drawing set shall be submitted and approved by the Project

Representative.

6. All copies of the Contract Documents shall be returned to the Project

Representative.

7. All conditions of the Project permits shall be fulfilled. Evidence of acceptance or

sign off by each permitting agency shall be submitted to the Project

Representative. The building permit drawing set and completed permit sign off

card shall be delivered to the Project Representative.

8. The following items shall be submitted and approved by the Project

Representative:

i. Warranties.

ii. Test reports and certifications.

iii. Operation and Maintenance manuals.

______________________________________________________________________________



iv. Spare parts.

v. Special tools.

vi. If the Contractor utilized other property for staging, equipment storage,

stockpiling, or similar uses, a written statement from each property owner

stating that all provisions of the agreement between the Contractor and

property owner have been complied with.

B. If the Project is complete, the Project Representative will submit the required

documentation to TMWA’s Contracts Administrator and request that the Notice of

Completion be issued. The one year warranty required by Article 6.18 “Warranty” of

the General Conditions shall start on the date of the Project Representative’s

determination that the project is complete.

C. If the Project is not complete, the Project Representative will notify the Contractor in

writing of items that need to be completed or submitted before the Project will be

considered complete.

ARTICLE 7: PROJECT MILESTONES

7.01 General

A. Refer to Article 3 of the Agreement, the Definitions contained in the General

Conditions and Article 2.05 of the General Conditions for additional information.

B. Time is of the essence on this construction Contract and the Work shall be one hundred

percent (100%) complete no later than the date specified in the Agreement. As defined

in the Agreement, the Time of Completion is based on a specific number of calendar

days after the date of the Notice to Proceed (NTP).

The date of the NTP begins the Contract Time. Contract Time is defined in the

General Conditions. Contractor shall not move onto, store materials, or perform any

work at the site prior to the Notice to Proceed. Any mobilization of labor, material or

equipment by Contractor prior to TMWA issuing the Notice to Proceed is done at the

sole risk and expense of the Contractor, and shall not modify the Contract Time. The

allotted Contract Time includes all preliminary Work tasks including permits,

surveying, potholing, submittals, etc. The tentative project schedule is shown below.

The actual project schedule may be slightly different depending upon whether

intermediate milestones are met.

Pre-Bid Meeting June 15, 2017

Bids Due July 20, 2017

Post the Recommendation for Award: July 21, 2017

Notice of Award Issued July 27, 2017

Pre-Construction Meeting August 10, 2017

Notice to Proceed August 10, 2017

Start Construction August 14, 2017

Work 100 Percent Complete March 16, 2018

END OF SUPPLEMENTARY CONDITIONS

ATTACHMENT “B”

Front approaches:

Pull Side Push Side

60" M

in.

Min.

18"

48" M

in.

X

Note:X=12" If the door hasboth a closer & a latch.X=0" Otherwise

Hinge side approaches:

X Y

Pull Side Push Side

42" M

in.

Y

Note:If the door has both a closer and a latch, Y = 48" Min. X = 12" Min.X = 0" otherwise

X

22"

Note:X = 36" if Y = 60"X = 42" if Y = 54"

Latch side approaches:

Note:Y= 54" Min. if the doorhas a closer

Note:Y= 48" Min. if the doorhas a closer

Y48

" Min

. 24" Min.

Notes:1. Dimensions & clearances shall be in accordance

with ICC/ANSI A117.1-2009 section 404.2.3.2. All door in alcoves and recesses shall comply

with clearances for front approaches.

Swing Door:

Sliding Door:

Folding Door:

24" Min.

Y42

" Min

.

32" Min.

32" Min.

32" Min.Rim strike where occurs

Panic device where occurscan encroach 4" Max. ifbottom is mounted 34" abovefinish floor

Doorways without doors:

> 24

"

36" Min.

60" Min.

60" M

in.

60" Min.

Min.

12" 36" Min.

Min.

12"

24" M

in.

36" M

in.60

" Min

.

Diameter Space: T-Shaped Space for 180° Turn:

Note:Dimensions & clearances shall bein accordance with ICC/ANSIA117.1-2009 section 305.

1/4"

-1/2

"1/

2" 1/4"

1/4"

Vertical Changes in Level

Beveled Changes in Level

Changes in level shall meet the requirements of ICC/ANSI A117.1-2009 section 303 as shown. Changes in level greater than 1/2" shall be ramped.

max

.

1/4"

2

1

21

Interior Metal Stud Wall931AN

Plan Section

FLOOR

CEILINGsee RCP

DECKSee WallSections

and orStructural

Wall to stop above highest adjacent ceiling

5/8" Type 'X' gyp. bd.3-5/8" ga. Mtl. studs at " o.c.Sound batt insulation5/8" Type 'X' gyp. bd.

Notes:• Fire Rating: Non-rated• Top of wall: 4/A103• Bottom of wall: 3/A103

Min

.

8"

Gyp. bd. to extend above suspended ceiling or at bottom of gyp. bd. ceiling

Wall brace - seetop of wall detail

FLOOR

CEILINGsee RCP


and orStructura

l

Wall to stop above adjacent ceiling

5/8" Type 'X' gyp. bd.3-5/8" _ ga. Mtl. studs _" o.c.Sound batt insulation


Min

.

8"

Plan Section

Gyp. bd. to extend above suspended ceiling


Interior Metal Stud Wall-Finish One Side932AN

FLOOR

CEILINGsee RCP


and orStructural

5/8" Type 'X' gyp. bd.2 1/2" _ ga. Z-furring studs _" o.c.Rigid insulation


Plan Section

Gyp. bd. to extend to bottom of deck


Metal stud wall to extend to deflection track at bottom of deck

Attached to concrete or masonry wall, see plan

FLOOR

CEILINGsee RCP


and orStructural

Wall to stop above adjacent ceiling

5/8" Type 'X' gyp. bd.2 1/2" _ ga. Mtl. studs _" o.c.


Plan Section

Gyp. bd. to extend above suspended ceiling



Min

.

8"

FLOOR

CEILINGsee RCP


and orStructural

5/8" Type 'X' gyp. bd.2 1/2" _ ga. Z-furring studs _" o.c.


Plan Section

Wall to stop aboveadjacent ceiling


Attached to concrete or masonry wall, see plan

8"

Interior Metal Stud Wall961AN

Plan Section

FLOOR

CEILINGsee RCP


and orStructural

Wall to stop above highest adjacent ceiling

5/8" Type 'X' gyp. bd.6" ga. Mtl. studs at " o.c.Sound batt insulation5/8" Type 'X' gyp. bd.


Min

.

8"

Gyp. bd. to extend above suspended ceiling or at bottom of gyp. bd. ceiling


Max

. hei

ght t

o to

p lin

e of

text

60" t

o si

gn c

ente

rline

clr.

18" M

in.

clr.

18" Min.

45°

Text and braille characters perICC/ANSI A117.1-2009 section 703.3

Location of tactile sign at door

Center on tactile characters

Note:Dimensions & clearances shall bein accordance with ICC/ANSIA117.1-2009 section 703.

TEXT 1TEXT 2

TEXT 1TEXT 2

TWMA DATA CENTER WORK DESCRIPTION

Wet-pipe Fire Sprinkler Removal & Non-Combustible Construction Installation

• The servers and equipment must remain operational throughout the course of the work.

• The contractor and his subcontractors shall exercise the utmost care to protect the servers and the connections.

• Each bank of servers shall be tented with 6 mil reinforced poly sheeting, taped and sealed so as to maintain a positive pressure environment beneath the tent. Zippered access panels shall be provided to each server rack.

• The servers are both temperature & humidity sensitive. The contractor shall work closely with the Owner to monitor the conditions and adjust as required.

• Once the air barrier has been installed, carefully remove and store the existing ceiling tiles, for re-installation. The contractor shall provide in his bid, a cost for replacing any tiles damaged (including tiles with dirt or fingerprints) during removal.

• Remove the existing ceiling grid.

• Install a 3/4” plywood shield above each bank of servers. Shield shall extend 6” beyond the sides of the server racks on all sides, and be no closer than 6” to the top of the server rack.

• Shut down & drain the building’s fire sprinkler system .

• Disconnect, drain and remove all abandoned fire sprinkler lines above the server room, per Fire Protection drawings.

• Install existing construction fire protection per Fire Protection drawings.

• Reinstall suspended acoustical ceiling.

• Clean room and remove server protection.

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ConsultantProfessional Seal

© Copyright H + K Architects

Date Revision

6/15/2017 1:38:03 PM

C:\H+K Projects\1613\1613 TMWA Expansion LOCAL Dan.rvt

G102

Accessibility Details and

Wall Types

May 19, 2017

H+K Project No: 1613

TMWA Operations Center

Expansion

Truckee Meadows Water Authority1355 Capital BoulevardReno, NV 89502

5-18-17

1/4" = 1'-0"

1 Swing Door Approach

3/8" = 1'-0"

2 Wheelchair Turning Radius

12" = 1'-0"

3 Changes in Level

1/2" = 1'-0"

4 Typical Sign Mounting

2 6-15-17 Addendum 1

2

Level 1

0"

T.O. Masonry

15' - 10"

T.O. Footing

-1' - 6"

4

Foundation insulationat inside vertical faceof wall, typ.

072100

075419

061000

033000

092900

092216

072100

072100

A202

3

095113

085113

042200

Concrete footing, see Structural

055000

124940

2

Level 1

0"

T.O. Footing

-1' - 6"

D

T.O. Upper Masonry

19' - 10"

132

Plotter/StorageArea

132A

Plotter/Storage

075419

072100

061000

092900

095113

033000

(e) Concrete slab,see Structural

(e) Footing and foundation,see Structural

(e) Masonry wall,see Structural

(e) Masonry wall beyond,see Structural

042200

(n) Masonry wall infillbeyond, see Structural

(e) Suspended lay-inceilingA603

3

085113

Level 1

0"

T.O. Masonry

15' - 10"

T.O. Footing

-1' - 6"


A202

3

042200

092900

092216

072100

095113

075419

072100

061000

(e) Concrete footing,see Structural

072100

033000

Level 1

0"

T.O. Footing

-1' - 6"

5

A702

4


(e) Concrete slab,see Structural

(e) Footing and foundation,see Structural

085113

075419

072100

061000

042200

092216

092900

072100

095113

092900

092216

033000

(e) Masonry wall beyond

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Date Revision

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A402

Wall Sections

May 19, 2017



Expansion


5-18-17

Project KeynotesKeynote Description

033000 Cast-In-Place Concrete

042200 Unit Masonry

055000 Metal Fabrications

061000 Sheathing

072100 Thermal Insulation

075419 Polyvinyl-Chloride (PVC) Roofing

085113 Aluminum Windows

092216 Non-Structural Metal Framing

092900 Gypsum Board

095113 Acoustical Panel Ceilings

124940 Roller Shades

3/4" = 1'-0"

1 Wall Section 3/4" = 1'-0"

2 Wall Section 3/4" = 1'-0"

3 Wall Section 3 3/4" = 1'-0"

4 Wall Section 4


2

Reflected Ceiling Plan LegendGypsum board ceiling. See suspended framing detail 2/A603.

2' x 4' Acoustical Lay-in Ceiling System. Grid and tile layout as indicated on the Reflected Ceiling Plan. See Specifications for requirements of suspended grid and acoustic lay-in panels and see Finish Schedule for ceiling types. In rooms larger then 144 SF see detail 1/A603 for seismic bracing detail.

Attic Draft stop

0' - 0" Ceiling height above finish floor.

Indicates the ceiling height, see Plan.

Exposed to structure

2x4 Fluorescent light fixture - see Electrical for size and type

Supply air diffuser - see Mechanical for size and type

Return air diffuser - see Mechanical for size and type

Exhaust air grille - see Mechanical for size and type

C

D

E

74 5 6 6.4

RecordsManagement

158

Hallway

126

152

Open Office

154

Open Office

132A

Plotter/Storage

190

Open Office

Conference Room

194

191

Office

192

Office

193

Office

195

Office

196

Custodian

197

Office

9' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

1

A401

1

A401

2

A401

2

A401

Electrical

186

Mechanical

185

Office

184

Mens Shower

172

Data Center

153

Tel/Comm Room

157

Server Workroom

156

Plotter/Storage Area

132

Open Office

128

Office

129

Office

131

9' - 2"

9' - 2"

4

A402

8' - 10 7/8"

Mechanical Yard A

8' - 2 7/8"

7' - 9 1/2"

3

A603

3

A603

Sim.

3

A603

Sim.

124940

124940

124940

124940 124940 124940 124940 124940

124940

124940

124940

Data Center - (n) Ceiling grid, re-installsalvaged ceiling tile and light fixtures.Replace any broken tiles withmatching units.

2

2

2

2

2

2

2

2

Reflected Ceiling Plan Notes

1. For the purpose of Architectural work, all items not shown to be removed or altered on this sheet shall remain in their existing condition. This pertains to all equipment and other consultant's work. See other disciplines for additional demolition.

2. There will be selective demolition for Structural, Electrical and Mechanical components. This demolition is to facilitate the replacement and/or new installation of Structural, Electrical and Mechanical components. Although this demolition may not appear specifically on this sheet, the Contractor shall include in his bid all demolition work for the removal of required building materials necessary for the installation of these components.

3. See Selective Demolition and Cutting and Patching sections in Project Manual for additional demolition requirements.

4. All existing components shown on this Demolition Plan are for the Contractor's information. All components not specifically noted on the drawings to be removed or relocated shall remain in their existing location and condition. Refer to the Consultant drawings for alterations to utilities. Notify the Architect of any components which vary from that shown on the drawings.

5. Suspended ceiling demolition shown is minimum required to accommodate new construction. Additional demolition may be required to tie new ceiling grid to existing ceiling.

6. Remove all suspended grid and acoustic panel ceilings within the limits of construction in its entirety. This includes all light fixtures, mechanical ceiling diffusers and registers (See Mechanical and Electrical Drawings).Protect (e) fireproofing and structural furring, typ.

7. Where gypsum board ceilings and/or soffits are shown to remain and mechanical/electrical components above these ceilings/soffits are shown to be removed and/or replaced, the Contractor shall work above the existing ceiling with the ceiling to remain in place. If the Owner is not notified by the Contractor prior to the bid opening that the existing ceilings in this area must be removed, it shall be assumed work may be done above the ceiling. Any demolition of the ceiling and/or soffit without prior approval from the Owner will be at the Contractor's expense.

8. Intersection of all existing and new construction shall be accomplished with a clean and finished edge.

9. Refer to Mechanical plans for location of HVAC registers. All mechanical registers, diffusers, etc. are not indicated on this sheet.

10. Refer to Electrical plans for location of lighting and other electrical equipment. All electrical items are not indicated on this sheet.

11. Center all sprinkler heads and other devices 12" x 12" from suspended ceiling grid intersections.

12. All ceiling elevations are above finish floor at point of reference unless noted otherwise.

13. All gypsum board ceilings lower than the bottom of structure may be suspended from structure above at the Contractor's discretion. See A603 for typical details.

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Date Revision

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A602

Reflected Ceiling Plan

May 19, 2017



Expansion


5-18-17

1/8" = 1'-0"

1 Reflected Ceiling Plan North


Project KeynotesKeynote Description

124940 Roller Shades

2