dominion seven architects - amazon s3 · dominion seven architects 1000 jefferson street suite 2a...

DOMINION SEVEN ARCHITECTS

1000 Jefferson Street

Suite 2A

Lynchburg, Virginia 24504

P (434) 528-4300 F (434) 528-4756

P:\3426 Pittsylvania County Animal Shelter\constadmin\bidding\addendum 1\3426_addendum_1.docADDENDUM #1 - 1

ADDENDUM #1 Name of Project: Pittsylvania County Animal Shelter Location: Chatham, Virginia Project No.: 3426 Date: June 24, 2016 The following items represent changes, modifications and/or clarifications to the Contract Documents for this project. This Addendum shall become a part of the Contract Documents, and all Bidders shall acknowledge its inclusion in their bid. This Addendum consists of the following:

9 typed pages 3 pages – REVISED Bid Form 4 8-1/2 x 11 Sketches

CHANGE OF BID DATE: The Bid Date has been moved to Tuesday, July 12, 2016. GENERAL CLARIFICATION:

The Contractor is to maintain County access at all times during construction to the

impound/storage lot at the rear of the existing property. CHANGES TO SPECIFICATIONS: Section 004113 – Bid Form: Discard the Bid Form included with the Project Manual and use the Revised Bid Form included as part of this Addendum. The Revised Bid Form includes a separate blank for writing in the number of Calendars Days for each of the Alternates. Section 012100 – Allowances: Page 3, ADD paragraph 3.3.D: Allowance Number 4: Allow the lump sum of $3,500 for the lettering above the Reception Desk as shown on the Drawings. Section 015000 – Temporary Facilities: DELETE paragraph 3.4.G in its entirety.



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Section 024120 – Selective Demolition: DELETE Paragraphs 1.7.D and 1.7.E in their entirety. Section 051200 – Structural Steel Framing: Page 3, paragraphs 1.6.A and 1.6.B, DELETE the requirement for the Installer and Fabricator to be AISC Certified. Section 055000 – Metal Fabrications: Page 6, ADD Paragraph 2.11 as listed below for the roof ladders:

A. General:

1. Comply with ANSI A14.3.

B. Steel Ladders:

1. Space siderails 18 inches (457 mm) apart unless otherwise indicated.

2. Siderails: Continuous, 1/2-by-2-1/2-inch (12.7-by-64-mm) steel flat bars, with eased

edges.

3. Rungs: 3/4-inch- (19-mm-) diameter steel bars.

4. Fit rungs in centerline of siderails; plug-weld and grind smooth on outer rail faces.

5. Provide nonslip surfaces on top of each rung, either by coating rung with aluminum-

oxide granules set in epoxy-resin adhesive or by using a type of manufactured rung

filled with aluminum-oxide grout.

6. Support each ladder at top and bottom and not more than 60 inches (1500 mm)

o.c. with welded or bolted steel brackets.

7. Provide smooth, inged lock-out panel at bottom of roof ladder to ground. Lock out

panel to accept Owner provided padlock.

8. Prime ladders, including brackets and fasteners, with universal shop primer.

Section 075323 Ethylene-Propylene-Diene-Monomer (EPDM) Roofing: Page 4, paragraph 1.11.A, DELETE “and Section 074210 “Metal Wall Panels.”” Page 4, paragraph 1.11.B, DELETE this paragraph in its entirety.



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P (434) 528-4300 F (434) 528-4756


Section 087100 – Door Hardware: REVISE Door Hardware Set #8 as listed below to ADD the lockset: 1 Lock set 10G04 LL 626 626 SARGENT ADD Door Hardware Set #12 as listed below for Door #123: Hardware Set 12: 123 (doors to be Hollow Metal) 6 Hinges TA2714 4 ½ x 4 ½ NRP 652 McKinney 1 Lock set 10G04 LL 626 626 SARGENT 1 Closer (Active leaf) EN351UO 689 SARGENT 2 Flush bolts 555 626 ROCKWOOD 2 Kick plates 10 x 2” LDW .050 630 ROCKWOOD 2 Overhead stops 10 series x Drop plate as reqd. 689 RIXSON Section 098170 – Resinous Wall Coating: , paragraph 2.4.A, DELETE “DTM Acrylic Coating” and REPLACE with “Hi-Solids Polyurethane MR.” Section 099123 – Interior Painting: ADD Paragraph K as below. This will apply at all areas where the existing exposed metal deck is to be painted. K. Existing Ferrous Metal with Latex Dry Fog Finish: 2 finish coats over primed exposed construction. Provide nominal 50 square foot sample area to test for paint compatibility with substrates. VOC <250 g/L. 1. Prime Coat: Acrylic or recommended VOC compliant metal primer, 2.0 mils DFT. a. Benjamin Moore: (As recommended) b. Sherwin-Williams: B66 W1 DTM Acrylic Primer/Finish 2. Top Coat: Acrylic Dry Fog 3.0 mils, DFT. Color to be chosen by Architect from manufacturer’s full range. a. Benjamin Moore: M53 Sweep-Up Spray Latex Flat b. Sherwin-Williams: B42 BW3 Waterborne Acrylic Dry Fall, Flat 3. Exposed Steel Trusses and Ductwork below Exposed Steel Deck is painted with DTM

paint system as specified for Interior Ferrous Metals. Section 0131850 – Animal Equipment: Page, 3, Paragraph D, AE-3, ADD “AE-3 shall be provided at all Dog Kennels and shall extend for the first 3’-0” back from the kennel gate, full width of kennel.”



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Section 237000 – Central HVAC Equipment:

REPLACE 23 70 00-3 2.1 AS FOLLOWS:

3.1 ENERGY RECOVERY UNITS [S] [O/M]

A. General: Air units shall be Greenheck or accepted equal factory fabricated and

assembled, single-zone heat recovery type and shall be complete with air tight insulated

casing, fans, motor, adjustable V-belt drive, belt guards, access doors, internal spring

vibration isolators, drain pan, cooling coils, digital scroll compressors, air cooled condenser,

heating coils, hot gas reheat coils, energy recovery wheel, filters, and outside air and

exhaust air dampers as required by the model number and application indicated.

Each unit shall have physical dimensions suitable to fit space allotted to unit. Unit

mounted and wired variable frequency drives (VFD’s) as specified hereinbefore shall be

provided for the supply and exhaust fan.

B. Casing shall be 18 gauge galvannealed steel reinforced welded construction with heavy

gauge aluminized steel floor welded throughout. Drain pans shall be not less than 22

gauge aluminum, coated with a non-combustible waterproofing material. Entire casing

including walls, floors and ceilings shall be insulated at the factory, acoustically and

thermally, internally with not less than 1.5 lb. density fibrous glass insulation material. Access

doors shall be double wall, gasketed, insulated, hinged doors provided in each casing

section. Casing shall have weather resistant paint or baked enamel finish. Intake and

exhaust openings shall be protected with weather hoods and bird screen. The unit base

shall be all welded construction with adequate cross bracing to support the systems.

C. Condensing section shall be complete with compressor-motor unit, condenser coil,

welded-wire or stamped sheet metal condenser coil guards, condenser fans, motor

starters, controls and piping enclosed in a sheet steel enclosure recommended for outside

installation. Condenser fans shall be vertical or horizontal discharge as shown. Intake and

discharge openings shall be provided with welded-wire or stamped sheet metal coil

guards. Condensing unit controls shall provide automatic capacity modulation and

condenser and evaporator pressure control. Provide controls as required for enthalpy

economizer.

D. Heating coil shall be electric type as hereinafter specified. Heater shall come complete

with SCR Controls.

E. Cooling coils shall be DX coils as hereinafter specified.



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F. Filters shall be UL approved two-inch or four-inch thick, pleated, throwaway type with

minimum MERV 13 efficiency. Filters shall be complete with filter frames, holding racks and

clips and shall be provided in both the exhaust and supply air upstream of the energy

recovery modules. Filters shall be removable from either side of unit. Filter face velocity

shall not exceed 500 fpm.

G. Supply and exhaust air fans shall be centrifugal heavy duty, backward inclined or airfoil

plenum fan, AMCA certified, and shall have extended grease fittings. The supply fan and

the exhaust fan shall be in the draw through position. Fan, shaft, belt drive, and motor shall

be statically and dynamically balanced and all mounted on an internal structural vibration

isolation sub-base with spring isolators having minimum 1” deflection and slide rails for

mounting of motors. Bearings shall have an average life of 200,000 hours. Belt drives are to

be utilized having a 1.5 service factor. Provide flexible duct connections to isolate the fan

from the cabinet housing as required. Motors shall be TEFC type, factory prewired to a unit

terminal strip. The motors shall be equipped with greasable ball bearings and shall be

mounted on adjustable sliding type bases.

H. Energy Recovery Wheel: Wheel shall be of the enthalpy type for both sensible and latent

heat recovery and be designed to insure laminar flow. Energy transfer ratings must be ARI

Certified to Standard 1060 and bear the ARI certification symbol for ARI Air- to-Air Energy

Recovery Ventilation Equipment Certification Program based on ARI 1060. Ratings "in

accordance with 1060" without certification are not acceptable. Desiccant shall be silica

gel for maximum latent energy transfer. Wheel shall be constructed of lightweight polymer

media to minimize shaft and bearing loads. Polymer media shall be mounted in a stainless

steel rotor for corrosion resistance

1. Wheel design shall consist of removable segments for ease of service and/or

cleaning. Silica gel desiccant shall be permanently bonded to wheel media to

retain latent heat capability after cleaning. Wheels with sprayed on desiccant

coatings are not acceptable. Wheels with desiccant applied after wheel formation

are not acceptable. Energy recovery device shall transfer moisture entirely in the

vapor phase.

2. Energy recovery drive belt material shall be high strength urethane and shall be

factory installed in a pre-stretched state, eliminating the need for field belt

tension adjustment. Link style belts are not acceptable.

3. Energy recovery wheel shall be supplied with a fully factory programmed variable

frequency drive. During economizer mode, outdoor air and return air sensors shall

trigger wheel modulation. Wheel shall modulate to target a discharge temperature

of 55 degrees F. During frost control, an outdoor air sensor and wheel pressure drop

sensor shall trigger modulation for frost control. Wheel shall rotate at lower rpm until

frosting is eliminated.

I. Dampers shall be low leakage type with galvanized steel opposed blades, blade seals,

nylon bearings and stainless steel shafts.



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J. Temperature and humidity controls shall be as specified in Division 23.

K. Electrical Controls shall be factory wired for a single-point power connection.

1. Unit shall be complete with weatherproof, integral door interlocking disconnect

switch, supply and exhaust fan VFD’s, control circuit fusing, control transformer for 24

VAC circuit, and terminal strip shall be supplied as standard components in the

control center. VFD’s shall be as specified hereinafter.

L. Control system shall be a factory-mounted stand alone microprocessor-based DDC,

necessary sensors and interfaces to monitor and operate all functions as outlined in the

equipment/control schedule and required for complete unit operation. Control system

shall be mounted in the unit main control compartment. Factory-mounted DDC control

system shall be factory-programmed and run-tested prior to shipment to verify functions

and logic. A unit-mounted intelligent programmable interface device shall be included for

communication, display and setpoint control. A unit-mounted Hand/Off/Auto switch shall

be included to allow for servicing. Refer to the Control Schematics on the drawings to

obtain configuration requirements of specific units.

M. Unit shall have baked enamel finish, color as selected by Architect.

N. Roof curb shall be 12-16 inches high insulated type provided by the manufacturer to

exactly fit the perimeter of the unit, and coordinated to match the roof design. The roof

curb shall be pitched to match the pitch of the roof such that the top of the curb is level

without the use of shims or other similar type devices.

O. Warranty: Motor-compressor shall be guaranteed for 5 years.

P. Sequence of Operation for Energy Recovery Unit (OAU-1, OAU-2 & OAU-3):

1. When enabled by the onboard controller at a preprogrammed time, the unit

controller shall open exhaust air damper D-2. After verification by the unit controller

that D-2 is fully open, the exhaust fan shall be energized and outside air damper D-1

shall open. Upon verification by the unit controller that D-1 is fully opened, the supply

fan shall be energized.

2. Space temperature setpoint TE-4 shall be maintained by resetting the supply air

temperature TE-2 slowly up or down as required. Outside and supply air

temperatures shall be sensed by TE-1 and TE-3 respectively.

a. Space temperature averaging: The unit shall control to an average space

temperature.

3. If the outdoor air temperature TE-1 is below 65°F (adjustable) (heating mode), the

electric heat shall be enabled and the unit controller shall modulate the SCR to

adjust the supply air temperature TE-3 to maintain space temperature setpoint.



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4. If the outside air temperature TE-1 is above 65°F (adjustable) and outdoor air

enthalpy is less than return air enthalpy (economizer mode), the electric heat and

DX cooling shall be disabled. The unit controller shall modulate the energy wheel to

adjust the supply air temperature TE-3 to maintain space temperature setpoint.

5. If the outside air temperature TE-1 is above 75°F (adjustable) (cooling mode), heating

shall be disabled, the DX cooling shall be enabled, and the unit controller shall stage

cooling on to maintain the supply air temperature TE-3 to maintain space

temperature setpoint.

6. If the space relative humidity H-1 is above 45% (adj.) (dehumidification mode), and

the unit is already in cooling mode, additional stages of cooling shall be enabled. If

space temperature meets setpoint and space relative humidity H-1 is still above

setpoint, stage all cooling on, the hot gas reheat coil shall then modulate on to

maintain a leaving air temperature, TE-3, setpoint of room neutral 80°F (adj.) summer

and 65° (adj.) winter. If the space relative humidity H-1 falls below 40% (adj.) the unit

controller shall return to its normal operating mode.

7. The unit controller shall modulate the energy recovery wheel to maintain a non-

frosting condition within the energy recovery heat exchanger in the exhaust air

stream.

8. Duct Smoke Detectors: When products of combustion are sensed by SD-1, SD-2, or

additional duct smoke detectors as indicated on the drawings, the unit fan shall be

deenergized.

9. On a fall in supply air temperature TE-3 below 45°F (adj.), the supply and exhaust fans

shall be de-energized, and D-1 and D-2 shall be closed.

10. Current sensing switches shall verify fan operations and alarm the unit controller of off

normal condition. Rotation sensor RS-1 shall alarm that the energy wheel is not

rotating.

11. Reduced Occupancy Control: The unit controller shall allow for user selectable

adjustments to total supply and exhaust airflow. A selector switch shall be

provided for each unit to allow airflow to be reduced to 67% airflow and 50% airflow

through VFD-1 and VFD-2 during times of low occupancy. The ratio of supply to

exhaust airflow shall remain constant. A factory provided three-position selector

switch shall be installed where indicated on Drawings. Selector switch shall be

labeled, “ZONE 1 VENTILATION LOW-MEDIUM-HIGH” for OAU-1, “ZONE 2 VENTILATION

LOW-MEDIUM-HIGH” for OAU-2, and “ZONE 3 VENTILATION LOW- MEDIUM-HIGH”

for OAU-3. Each switch shall also include a red label with white engraved letters

below the switch that reads "WARNING: USE OF LOW AND MEDIUM SETTINGS

DURING EXTREME HEAT OR COLD MAY AFFECT ROOM TEMPERATURE, ALSO, OFFICE

AREA VENTILATION IS REDUCED WHEN USING LOW OR MEDIUM SETTING." for OAU-1

and "WARNING: USE OF LOW AND MEDIUM SETTINGS DURING EXTREME HEAT OR

COLD MAY AFFECT ROOM TEMPERATURE" for OAU-2 and OAU-3.

Q. See PART 1 spare parts requirements.



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CHANGES TO DRAWINGS: Sheet C1.0 – Demolition and Phase 1 E and S Plan: REFER to attached Civil Sketch 1 for additional existing site related items that will need to be removed. Sheet C2.0 – Site and Utility Plan:

Core and boot existing manhole ‘D’ to provide flexible, watertight connection. Provide concrete

inlet shaping for a smooth flow transition into the existing channel. A flexible rubber boot w/ S.S.

compression band and clamp shall be provided at all sanitary manhole pipe connections.

Concrete inlet shaping shall be provided on all manholes. Sheet D1.1 – Base Bid – Demolition Plan: DELETE “Alternate No. 4” from Demolition note at the top of this sheet. This work should be included with the Base Bid. REFER to attached Sketch A-1 for additional demolition note to remove attic stair and framing. Sheet A1.0 – Notes and Legends, Exterior Wall Assemblies: Refer to Sketch A-2 and add the Project Identification Sign included on this sheet. ADD the following items to the Finish Schedule – Base Bid 101 Vestibule Walls to be painted GPDW 1 / painted CMU 111A Closet Walls to be painted CMU 111B Janitor Base to be Ceramic Tile CT-1 Walls to be painted epoxy painted CMU Sheet A3.1 – Base Bid Roof Plan: REMOVE all existing roof penetrations (vents/exhaust) that are no longer being used or needed and patch holes in existing metal roof deck with new metal roof deck to match existing in gauge and style prior to installation of new roof. Sheet A8.1 – Interior Elevations: CHANGE note on Elevation #5 to read Epoxy Painted Gypsum Drywall above the wall cabinets. This note will also apply to Elevations #6 and #7 for the drywall above the Cat Towers AE-15. Sheet A9.1 – Door Schedule, Door Types, Frame Elevations: CHANGE Door 119C to be 11’-0” high.



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Sheet M0.1 – Mechanical Equipment Notes, Legend & Details: REFER to attached Sketch M1 for changes to sensor nomenclature. Sheet M2.1 – Mechanical Base Bid Enlarged Plan Area –‘A’ Ductwork: REFER to attached Sketch M2 for deletion of (2) temperature sensors. END OF ADDENDUM #1

PITTSYLVANIA COUNTY ANIMAL SHELTER

JUNE 3, 2016

004113 BID FORM (revised) – STIPULATED SUM (SINGLE PRIMECONTRACT) - 1

DOCUMENT 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT) - REVISED

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: Pittsylvania County Animal Shelter.

C. Project Location: Chatham, Virginia 24531.

D. Owner: County of Pittsylvania.

E. Architect: Dominion Seven Architects, PLLC.

F. Architect Project Number: 3426.

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully

examined the Procurement and Contracting Requirements, Conditions of the Contract,

Drawings, Specifications, and all subsequent Addenda, as prepared by Dominion

Seven Architects and the Architect's consultants, having visited the site, and being

familiar with all conditions and requirements of the Work, hereby agrees to furnish all

material, labor, equipment and services, including all scheduled allowances, necessary

to complete the construction of the above-named project, according to the

requirements of the Procurement and Contracting Documents, for the stipulated sum

of:

1. ___________________________________________________________________________

Dollars ($______________________________).

1.3 ALTERNATES

A. Alternate #1: Provide the construction of the Spay-Neuter Clinic and associated

support spaces as shown on the Drawings.

1. ___________________________________________________________________________

Dollars ($______________________________).

B. Alternate #2: Provide the small addition on the North side of the building containing a

Dog Real Life Room and a Visitation Room as well as the extension of the Corridor.

1. ___________________________________________________________________________

Dollars ($______________________________).


JUNE 3, 2016


C. Alternate #3: Provide a new veneer for the remaining unused rear portion of the

building. Refer to the Drawings for locations of siding and brick.

1. ___________________________________________________________________________

Dollars ($______________________________).

D. Alternate #4: Provide the construction of the Livestock Shelter at the rear of the

building.

1. ___________________________________________________________________________

Dollars ($______________________________).

E. Alternate #5: Provide the Sound Absorbing Wall Unit at locations shown on the

Drawings.

1. ___________________________________________________________________________

Dollars ($______________________________).

1.4 BID GUARANTEE

A. The undersigned Bidder agrees to execute a contract for this Work in the amount and

to furnish surety as specified within 10 days after a written Notice of Award, if offered

within 45 days after receipt of bids, and on failure to do so agrees to forfeit to Owner

the attached cash, cashier's check, certified check, U.S. money order, or bid bond, as

liquidated damages for such failure, in an amount constituting five percent (5%) of the

Base Bid amount.

1.5 TIME OF COMPLETION

A. If awarded the Contract, the Undersigned will Substantially Complete the project within

the number of calendar days listed below. The number of Calendar Days will be used

to establish Substantial Completion. The number of Calendar Days is to include time for

review of submittals, signing of Contract, etc., as well as the actual construction time.

B. Number of Calendar Days Base Bid:_________________________________________________

C. Number of additional Calendar Days beyond Base Bid for Alternate #1:_______________

D. Number of additional Calendar Days beyond Base Bid for Alternate #2:_______________

E. Number of additional Calendar Days beyond Base Bid for Alternate #3:_______________

F. Number of additional Calendar Days beyond Base Bid for Alternate #4:_______________

G. Number of additional Calendar Days beyond Base Bid for Alternate #5:_______________


JUNE 3, 2016


1.6 ACKNOWLEDGEMENT OF ADDENDA

A. The undersigned Bidder acknowledges receipt of and use of the following Addenda in

the preparation of this Bid:

1. Addendum No. 1, dated ____________________.




1.7 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor, for the type of work

proposed, in Lynchburg, Virginia, and that all fees, permits, etc., pursuant to submitting

this proposal have been paid in full.

1.8 SUBMISSION OF BID

A. Respectfully submitted this ____ day of ____________, 2016.

Submitted By:_______________________________________(Name of bidding firm or

corporation).

B. Authorized Signature:___________________________________(Handwritten signature).

C. Signed By:______________________________________________(Type or print name).

D. Title:__________________________________(Owner/Partner/President/Vice President).

E. Witness By:___________________________________________(Handwritten signature).

F. Attest:_______________________________________________(Handwritten signature).

G. By:___________________________________________________(Type or print name).

H. Title:________________________________(Corporate Secretary or Assistant Secretary).

I. Street Address:___________________________________________________________.

J. City, State, Zip:__________________________________________________________.

K. Phone:_________________________________________________________________.

L. License No.:____________________________________________________________.

M. Federal ID No.:____________________________________(Affix Corporate Seal Here).

END OF DOCUMENT 004113

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+660.34'

SAWCUT LINE (TYP)

PAVEMENT TO BE

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REMOVE ATTIC STAIRAND CEILING/ATTIC FLOORFRAMING, TYP. THIS SPACE

PROJECT NUMBER:

ISSUE DATE:

SKETCH NO:PROJECT:

REFERENCES:

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ADDENDUM #1 A13426

JUNE 3, 2016

PITTSYLVANIA COUNTYANIMAL SHELTER

SCALE:A1 1" = 10'-0"

1 BASE BID DEMOLITION PLAN - ADDENDUM 1

2' -

11"

2' -

4"

4"

1' -

7"

4"

4" 3' - 4" 4"

7' -

6"

2' -

0"

4' -

0"

6" 3' - 0" 6"

4' - 0"

6"

6" RADIUS (TYPICAL)

PROJECT NAME & OWNER, ETC. -

2 LAYERS - 3/4" MDO PLYWOOD - ONEON EACH SIDE OF THE 4X4 WOODPOSTS. SECURE TO POSTS W/ 8CARRIAGE BOLTS LOCATED ASINDICATED (+). PAINT HEADS TO MATCHSIGN BACKGROUND COLOR

REFER TO "ARCHITECT'S SIGN"

CONTRACTOR'S SIGN - 3'-4" W x 1'-7" H WITH2" RADIUS CORNERS. APPLIED PANEL ORDIRECT PAINTED AT CONTRACTOR'S OPTION.

CONSTRUCTION GRADE

4x4 PT - POSTS

NOTE:DOUBLE SIDED SIGN - ALL GRAPHICS, LOGOS AND TEXTARE TO BE ON EACH SIDE OF THE SIGN

BACKGROUND SIGN, POSTS & FASTENERS SHALLRECEIVE 2 COATS OF EXTERIOR ENAMEL ROLL-APPLIEDPAINT IN COLOR WHITE.

LOCATE THE SIGN IN THE MIDDLE OF THE SITE AND ASCLOSE TO ROUTE 29 AS POSSIBLE WHILE STAYINGWITHIN THE SITE PROPERTY LINES. ORIENT THE SIGNSPERPIDICULAR TO THE RIGHT OF WAY.

SECTION A-A

A

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GRAPHICS LOGOS AND TEXTON EACH SIDE OF SIGN

PROJECT NUMBER:

ISSUE DATE:

SKETCH NO:PROJECT:

REFERENCES:

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ADDENDUM #1 A23426

JUNE 3, 2016

PITTSYLVANIA COUNTYANIMAL SHELTER

SCALE:A2 1/2" = 1'-0"

1 PROJECT IDENTIFICATION SIGN