P h 6 1 2 - 9 0 4 - 1 3 3 2 F a x 6 1 2 - 9 0 4 - 7 3 6 6

4 2 0 1 C e d a r A v e n u e S o u t h M i n n e a p o l i s , M n 5 5 4 0 7

H a g e n , C h r i s t e n s e n & M c I l w a i n

A r c h i t e c t s

Addendum No. 1

Date: Wednesday, July 26, 2017 Comm. No: 1758 Project: Cedarholm Community Building

Owner: City of Roseville, Parks and Recreation Attn: Lonnie Brokke, Director of Parks and Recreation 2660 Civic Center Drive Roseville, MN 55113 Phone: 651-792-7101 E Mail: Lonnie.Brokke@cityofroseville.com

FIRST ADDENDUM TO BIDDING DOCUMENTS: CONTRACT DRAWINGS The additions, revisions, corrections, and clarifications contained herein shall be made to the Bidding Documents, Conditions of the Contract, Contract Drawings and Specifications for the Project and shall be included in the Scope of Work and Bid Proposals to be submitted. References made below to Specifications and Contract Drawings shall be used as a general guide only. Bidders shall determine for themselves the full scope of work affected by Addendum items. ARCHITECTURAL

ARCHITECTURAL GENERAL ITEMS:

1. There will not be a permit fee, however the Contractor will be responsible for obtaining a current City License ($95.88), pay State Surcharge (estimated by valuation @ $1110.00), provide a Construction Deposit of $5000.00 and an Erosion Control Escrow of $3000.00. If a separate contractor is used for Demolition the same fees would be assessed to the demo contractor.

2. SAC DETERMINATION – PROJECT WILL HAVE 6 UNITS. The City does not charge any additional fees for SAC/WAC.

ARCHITECTURAL SPECIFICATIONS:

1. Section 012300 – Alternates a. Add the following to part 3 – Execution, 3.1 Schedule of Alternates, “C. Alternate No. 3:

Provide Optional MAU with Factory Installed Cooling.” ARCHITECTURAL DRAWINGS: 1. Sheet a2.0 – Cart Storage Building

a) Revision to keynote #1 – At the end of the note add the following, “Slope interior concrete slab to overhead door location”

b) Omit keynote #13 – No concrete apron to be provided. Instead, provide bituminous paving up to new building floor slab – see Civil drawings

Addendum No.1 CEDARHOLM COMMUNITY BUILDING Date: WEDNESDAY, JULY 26, 2017

H a g e n C h r i s t e n s e n & M c I l w a i n

P a g e 2 o f 4

c) Omit elevation keynote #9 – No concrete apron to be provided. Instead, provide bituminous paving up to new building floor slab – see Civil drawings

2. Sheet a2.1 – Floor Plan

a) Add General Note #14 to read; “See Structural for door stoop locations and scope – concrete finish to match adjacent site work (exposed aggregate) – see Civil”

b) Storage Room 111, revise east wall to be wall type P1, align finish face of wall at corridor with that of Utility Room 110

3. Sheet a2.1i – Finishes Floor Plan

a) Revise key note #1 to read, “Quartz (SS.1) Countertop – see 9/a7.1 – per foodservice equipment requirements, the G.C. is to cut holes through countertop in the field, provide SST grommets and continuous sealant

b) Revise key note #10 to add the following: “SST panels provided by kitchen equipment supplier, installed by G.C.”

4. Sheet a2.1fe – Furnishings & Equipment Floor Plan

a) Revise General Note #1 to read as follows: “G.C. to provide in-wall blocking at ALL wall hung elements (millwork, shelving, TV monitors, toilet grab bars, kitchen equipment, etc.) – refer to foodservice special conditions plan sheet fs5.0 for further wall backing information”

b) Revise General Note #4 to read as follows: “Owner to provide the following and G.C. to install: o TV Monitors (60”) and brackets: indoor and outdoor o Office Furniture o Tables and Chairs: indoor and outdoor”

c) Add General Note #5 to read as follows: “Foodservice equipment to be Owner provided under separate contract – Owner’s kitchen equipment supplier to set the equipment in place and provide final sealant; General Contractor to provide all final connections and install the Hoods and all Roof Top Equipment (i.e. make-up air unit)”

d) Revise keynote #8 to add the following, “see Electrical drawings for under counter lighting”

5. Sheet a2.2 – Roof Plan

a) Add General Note #5 to read; “Provide (14) prefinished, low profile roof vents at top perimeter of low roof – coordinate locations with Architect in the field (Basis of Design Product: Duraflo, 6050BR)”

6. Sheet a4.4 – Wall Sections

a) Revise “Wall Section @ Chimney” to be #5 – revise the following notes: i. keynote at indoor and outdoor mantel assemblies to read, “architectural precast stone

mantel, provide support framing and pin connection to stone wall below as required” ii. keynote at top of exterior wall to read, “Route fireplace venting (double wall SST

chimney pipe) through cold chimney space through top of precast cap as required – verify with manuf. recommendations”

7. Sheet a5.1– Exterior Details

a) Detail 1, Typical Wall to Roof Transition – revise the following notes: i. Reference to roof blown-in insulation note; revise to read, “Blown-in insulation,

(Cellulose) R-40”

Addendum No.1 CEDARHOLM COMMUNITY BUILDING Date: WEDNESDAY, JULY 26, 2017

H a g e n C h r i s t e n s e n & M c I l w a i n

P a g e 3 o f 4

8. Sheet a7.1– Enlarged Plans, Elevations and Details a) Detail 10, Detail @ Back Bar – revise the following notes:

i. Reference to in-wall support bracket note; revise to read, “Provide 1” x 1” steel tube welded support brackets spaced 16” O.C. entire length of back bar countertop (paint black) – integrate bottom of bracket flush with bottom of countertop”

9. Sheet a7.2 – Interior Elevations

a) Elevation 2: Community Room – North Elevation – revise the following notes: i. Omit keynote #4 pointing to mantel above fireplace – this is to be stone ii. Omit keynote #13 from this elevation and replace with new keynote #28 to read,

“Architectural precast stone mantel – see section on sheet a4.4 for more information” iii. At millwork cabinet for monitor, omit graphic representation of hinged panels – this is to

be a sliding wood door assembly on stainless steel track (top/bottom) with locking hardware

b) Elevation 4: Community Room – South Elevation – note the following: i. At millwork cabinet for monitor, omit graphic representation of hinged panels – this is to

be a sliding wood door assembly on stainless steel track (top/bottom) with locking hardware

ii. Apply keynote #4 and keynote#13 from elevation 2 to this TV monitor millwork location

10. Sheet a7.3 – Interior Elevations

a) Elevation 2: Retail / Service South Elevation – revise the following note: i. Revise keynote #25 to read, “Brushed SST channel at perimeter of opening provided

and installed by G.C., miter corners – provide sealant at all joints to wall; SST pass thru shelf provided by Owner’s kitchen equipment supplier, installed by G.C.”

11. Sheet a8.2– Interior Details

a) Details 4 and 5 – in reference to the millwork display case add the following features: i. Add locking mechanism to hinged access panel, key lock to match all casework locks ii. Add recessed light fixture at interior top of display case – see electrical

12. Sheet a9.1 – Reflected Ceiling Plan

a) General RCP Notes: add general note #6 to read, “Locate sprinkler heads in between fabric wrapped acoustic panels at gyp. bd. locations – add painted wood trim ring as required to lower sprinkler head flush with finished face of fabric wrapped acoustic panels”

b) Room 111, Storage – add the keynote 2 at the following location: i. At the north wall, full length from east to west, above the kitchen equipment, add a row

of 2’-0” x 4’-0” (long dimension oriented north/south) suspended vinyl-coated ceiling tile at elevation 7’-6” above finished floor – provide continuous 6” high prefinished metal edge trim at south face of dropped ceiling”

ARCHITECTURAL ATTACHMENTS: (0 thus)

1. None

Addendum No.1 CEDARHOLM COMMUNITY BUILDING Date: WEDNESDAY, JULY 26, 2017

H a g e n C h r i s t e n s e n & M c I l w a i n

P a g e 4 o f 4

CIVIL / LANDSCAPE CIVIL / LANDSCAPE SPECIFICATIONS: See Attached

CIVIL / LANDSCAPE DRAWINGS: See Attached

STRUCTURAL STRUCTURAL SPECIFICATIONS: None

STRUCTURAL DRAWINGS: See Attached MECHANICAL MECHANICAL SPECIFICATIONS: See Attached

MECHANICAL DRAWINGS: See Attached ELECTRICAL ELECTRICAL SPECIFICATIONS: See Attached

ELECTRICAL DRAWINGS: See Attached

FOODSERVICE FOODSERVICE SPECIFICATIONS: None Noted

FOODSERVICE DRAWINGS: See Attached

CAPTIVE AIRE SHEETS: See Attached

END OF ADDENDUM

Acknowledge receipt of this addendum by inserting the Addendum Number and date of receipt in the appropriate space of the Proposal Form. Any bids received that do not bear the proper acknowledgement of receipt as outlined above will not be considered.

  1

ADDENDUM #1 TO PLANS AND SPECIFICATIONS FOR CEDARHOLM COMMUNITY BUILDING City of Roseville JULY 26, 2017 ENGINEERS: SRF Consulting Group, Inc. One Carlson Parkway North, Suite 150 Minneapolis, MN 55447-4443 Tel. (763) 475-0010 Fax (763) 475-2429

To Plan Holders:

The additions, omissions, corrections, and clarifications contained in this Addendum shall be included as a part of the Contract Documents.

This Addendum is a Contract Document and may apply to any or all contracts and subcontracts. Unless otherwise specified herein, all work required by this Addendum shall be in complete accord with the Contract Documents and subsequent Addendum thereto.

This Addendum shall become part of the bid. The bidder shall insert the Addendum number in the space where indicated on the Proposal Form. Failure to comply may result in the bid being rejected.

CHANGES TO SPECIFICATIONS 

1. Add attached Division S and Division SS, related to pavement markings and traffic control requirements, to the project manual.

CHANGES TO DRAWINGS 

1. Sheet c2.0: Revise bituminous removals and patching required for installation of 6” sanitary service as shown on attached drawing A1-c2.0a. All work within the right of way shall comply with Ramsey County standards. The Contractor shall replace all pavement markings and signal loop detectors per the attached specifications. Contractor shall furnish, install, and maintain all required traffic control measures including vehicular detour/closure signage and accessible pedestrian route until the pedestrian and vehicular routes have been completely restored.

2. Sheet c5.0: Revise detail as shown on attached drawing A1-c5.0a. Modifications include addition of drainage outlets through the wall and revised reinforcement requirements.

3. Add the following plan sheets: - c6.0 – Traffic Control Plan - c6.1 – Traffic Control Plan - c7.0 – Signal (For Information Only) - c7.1 – Signal (For Information Only)

CLARIFICATIONS 

1. The Contractor is responsible for obtaining all permits required to construct the work. This includes payment of all applicable fees and scheduling all required inspections.

  2

Acknowledge receipt of this addendum by inserting the Addendum Number and date of receipt in the appropriate space of the Proposal Form.

Any bids received that do not bear the proper acknowledgement of receipt as outlined above will not be considered.

DIVISION S

S-1 MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL

All traffic control devices shall conform and be installed in accordance to:

• the "Minnesota Manual on Uniform Traffic Control Devices" (MN MUTCD);

• Part 6, "Field Manual for Temporary Traffic Control Zone Layouts" (Field Manual);

• the Speed Limits in Work Zones Guideline

• the Minnesota Flagging Handbook;

• the MnDOT Standard Signs and Markings Manual;

And the provisions of MnDOT 1404 and 1710, the Plan, and these Special Provisions.

The Contractor shall furnish, install, maintain, and remove all traffic control devices required to

provide safe movement of vehicular traffic through the Project during the life of the Contract from the start of

Contract operations to the completion thereof. The Engineer will have the right to modify the requirements for

traffic control as deemed necessary due to existing field conditions. The highways shall be kept open to traffic

always, except as modified below.

Traffic control devices include, but are not limited to, barricades, warning signs, trailers, flashers,

cones, and drums, as required and sufficient barricade ballasts to maintain barricade stability.

S-1.1 TRAFFIC CONTROL

(A) If traffic control layouts are not present in the Plan, or if the Contractor modifies the layout or

sequence from the Plan, the Contractor shall submit the proposed traffic control layout to the Engineer, for approval,

at least seven (7) days prior to the start of construction. The Contractor does not need to submit layouts that can be

found in the Field Manual. All other layouts that are not found in the plan or Field Manual shall be submitted. At

least 24 hours prior to placement, all traffic control devices shall be available on the Project for inspection by the

Engineer. The Contractor shall modify his/her proposed traffic control layout and/or devices as deemed necessary

by the Engineer.

(B) The Contractor shall be responsible for the immediate repair or replacement of all traffic control

devices that become damaged, moved or destroyed, of all lights that cease to function properly, and of all barricade

ballasts that are damaged, destroyed, or otherwise fail to stabilize the barricades. The Contractor shall further

provide sufficient surveillance of all traffic control devices at least once every 24 hours.

The Contractor shall furnish the Engineer names, addresses and phone numbers of at least two (2)

local persons responsible for all traffic control devices.

(C) The Contractor shall inspect, daily, all traffic control devices, which the Contractor has furnished

and installed, and verify that the devices are placed in accordance with the Traffic Control Layouts, these Special

Provisions, and/or the MN MUTCD. Any discrepancy between the placement and the required placement shall be

immediately corrected.

The Contractor shall be required to respond immediately to any call from the Engineer or his

designated representative concerning any request for improving or correcting traffic control devices. If the

Contractor is negligent in correcting the deficiency within one hour of notification the Contractor shall be

subject to an hourly charge assessed at a rate of $250.00 per hour for each hour or any portion thereof with

which the Engineer determines that the Contractor has not complied.

The Contractor is required to meet the traffic control device quality standards as determined in the

Field Manual. The Contractor shall immediately replace traffic control devices that are deemed unacceptable. Signs

that are dirty and result in a noticeable loss of reflectivity at night are also considered unacceptable and shall be

cleaned or replaced. The Contractor shall be required to respond immediately to any call from the Engineer or his

designated representative concerning the notification of unacceptable traffic control devices. If the Contractor is

negligent in correcting the deficiency within one day of notification the Contractor shall be subject to a daily

charge assessed at a rate of $500 for each day or any portion thereof with which the Engineer determines that

the Contractor has not complied.

(D) The person performing the inspection in paragraph (C) above shall be required to make a daily

log. This log shall also include the date and time any changes in the stages, phases, or portions thereof go into

effect. The log shall identify the location and verify that the devices are placed as directed or corrected in

accordance with the Plan. All entries in the log shall include the date and time of the entry and be signed by the

person making the inspection. The Engineer reserves the right to request copies of the inspection logs, as he deems

necessary.

The Contractor shall provide copies of the inspection logs on a weekly basis on a day of the week

determined by the Engineer. Additionally, the Engineer may request copies of the logs at any time he deems

necessary. If the Contractor is negligent in providing the inspection logs on the predetermined weekly date or

at the Engineer’s request, the Contractor shall be subject to a daily charge assessed at a rate of $250.00 per

day for each day or any portion thereof with which the Engineer determines that the Contractor has not

complied.

S-1.2 GENERAL REQUIREMENTS

(A) All portable sign assemblies shall be perpendicular to the ground. No roll-up signs will be allowed

unless authorized by the Engineer. No traffic control device (signs, channelizing devices, arrow boards, etc.) shall

be weighted so they become hazardous to motorists and workers. The approved ballast system for devices mounted

on temporary portable supports is sandbags unless it is designed, crash tested, and approved for the specific device.

During freezing conditions, the sand for bags shall be mixed with a de-icer to prevent the sand from freezing. The

sandbags shall be placed and maintained at the base of the traffic control device to the satisfaction of the Engineer.

(B) When signs are installed, they shall be mounted on posts driven into the ground at the proper

height and lateral offset as detailed in the MN MUTCD. When signs are removed, the sign posts and stub posts

shall also be removed from the Right of Way within two (2) weeks or the Contractor shall be subject to a

daily charge assessed at a rate of $100.00 per day for each day or portion thereof with which the Engineer

determines that the Contractor has not complied.

(C) All temporary rigid signs shall be fabricated with an approved retroreflective sheeting material of

the appropriate color, and be listed under the Approved/Qualified Products List (APL/QPL) for either “Sheeting for

Rigid Temporary Work Zone Signs, Delineators, and Markers (Type IX and XI) ” or “Sheeting for Rigid Permanent

Signs, Delineators, and Markers (Type IX and XI)”. Signs remaining in place that still apply during temporary

operations need no change in sign sheeting.

Signs shall have an easily identifiable marking on the face to make the identification of approved

retroreflective sign sheeting on temporary rigid signs in the field easier. This marking verifies that the sign sheeting

has been approved for temporary rigid signs. Temporary rigid signs 4 sq. feet and under in size and all barricades

and route markers will be exempt from this marking. The appropriate marking shall be used for each type of the

approved sheeting types. Refer to the instructions for the marking of temporary signs that are on the APL or directly

at the following link: http://www.dot.state.mn.us/products/signing/pdf/typelabel.pdf

The sheeting materials APL/QPL, including the retroreflective sheeting types, is located at

http://www.dot.state.mn.us/products/signing/sheeting.html

(G) Open excavation adjacent to the existing pavement will not be permitted on opposite sides of the

roadway at the same time.

(H) The Contractor shall provide protective devices necessary to protect traffic from

excavations, drop-offs, falling objects, splatter or other hazards that may exist during construction. This

work shall be incidental. The Contractor will not be allowed to suspend material, equipment, tools, and personnel

over traffic unless a lane closure is established below. All costs associated with the lane closure will be considered

incidental.

(I) The Contractor will not be permitted to park vehicles or construction equipment in a location that

obstructs any traffic control device. The parking of workers' private vehicles will not be allowed within the Project

limits unless so approved by the Engineer.

(J) The Contractor will not be allowed to store materials or equipment within 30 feet of through

traffic unless approved by the Engineer. If materials or equipment must be stored within 30 feet of through traffic,

the Contractor shall provide Type B channelizers, barricades or barriers, placed near the object to warn and protect

traffic.

(K) High Visibility Apparel

All workers within the road Right-of-Way who are exposed to either traffic or to construction

equipment shall wear reflectorized high-visibility safety apparel.

High-visibility safety apparel means personal protective safety clothing that is intended to provide

conspicuity during both daytime and nighttime usage, and meets the minimum performance Class 2 requirements of

the ANSI/ISEA 107 – 2004 publication entitled “American National Standard for High-Visibility Safety Apparel

and Headwear”.

Additional Requirements: ANSI/ISEA 107-2004 Class 3 Requirements (Class 2 Vest with Class E

Long Pants)

● Flaggers– In addition to an ANSI Class 2 vest, shirt, or jacket, flagger shall wear high

visibility Class E long pants and a hat.

● Nighttime and Low Light Conditions – All workers working at night or in low light

conditions shall wear high visibility Class E long pants in addition to an ANSI Class 2

vest, shirt, or jacket and retro-reflective headgear.

All high visibility apparel must be worn in the manner for which it was designed. All apparel

worn on the torso must be closed in the front to provide continuous 360-degree visibility. If a worker’s high-

visibility apparel becomes faded, worn, torn, dirty, or defaced, reducing the conspicuity of the apparel, the apparel

shall be removed from service and replaced with new apparel.

The Contractor will be subject to a noncompliant charge for failure to adhere to the clothing

requirements as listed above. Non-compliance charges, for each incident, will assess at a rate of $500.00 per

incident that the Engineer determines that the Contractor has not complied.

S-1.3 VEHICLE WARNING LIGHT SPECIFICATION

All Contractors, subcontractors' and suppliers' mobile equipment, operating within the limits of the

Project with potential exposure to passing traffic, shall be equipped with operable warning lights that meet the

appropriate requirements of the SAE specifications. This would include closed roads that are open to local traffic

only. This also includes any vehicle that enters the traveled roadway at any time. The SAE specification

requirements are as follows:

Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles- SAE

Specification J845.

Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and

Service Vehicles - SAE Specification J595.

Lights shall be mounted so that at least one light is visible at all times from a height of 3.5 feet and

from a 60-foot radius about the equipment. In order to meet the 360 degrees at 60-foot radius requirements,

supplemental lighting may be used. All supplemental lights must be SAE Class 1 certified. This specification is to

be used for both day and night time operations. All costs incurred to provide warning lights shall be at no cost to the

Department. These warning lights shall also be operating and visible when a vehicle decelerates to enter a

construction work zone and again when a vehicle leaves the work zone and enters the traveled traffic lane.

Non-compliance with the above requirements will be assessed a rate of $100.00 per incident that

the Engineer determines that the Contractor has not complied.

S-1.4 MILLING, SEALCOATING, AND PAVING OPERATIONS

(A) Milling and paving operations shall be completed over the full width of all traffic carrying lanes,

including turn lanes, bypass, etc., under construction on each day's run.

(B) When traffic is allowed to drive on the milled surface, the Contractor shall furnish and install

"GROOVED PAVEMENT" and "BUMP" signs with "Advisory Speed" plates at locations determined by the

Engineer. Payment for these signs shall be included in the lump sum payment for traffic control.

(C) Any drop-off where traffic will cross from or to the in place surface, or from or to the milled

surface, shall be tapered and/or chamfered so as to provide for the safe passage of traffic.

(D) The Contractor shall schedule construction operations to minimize traffic exposure to uneven

lanes, milled edges, and edge drop-offs. Only after every attempt has been made to avoid these conditions and one

or more of them are deemed necessary, the Contractor shall provide and maintain the appropriate traffic control in

accordance with the "DROP OFF GUIDELINES" in the Field Manual.

(E) The Contractor shall not mill any notches for surfacing tapers until immediately prior to paving,

except that with the Engineer's permission, the Contractor may mill the notches, and install and maintain temporary

bituminous tapers to provide for the safe passage of traffic until the surfacing taper is installed.

(F) Constructing and milling tapers and/or chamfers shall be incidental.

S-1.5 SIGNAL AND LIGHTING SYSTEMS

The Contractor shall not interfere with the operation of any traffic signal system, except as

required by the Contract. The Contractor shall notify the Field Engineer at least 24 hours prior to beginning any

work that will interfere with any traffic signal system or its detectors.

The in place signal system(s) shall remain in operation.

S-1.6 MEASUREMENT AND PAYMENT

All traffic control required under this Contract shall be performed as incidental work.

S-2 PERMANENT PAVEMENT MARKINGS

S-2.1 The Contractor shall replace in kind any pavement markings that are disturbed on Hamline Ave.

during construction to the satisfaction of the Field Engineer.

S-2.2 The Contractor will furnish and install pavement marking lines that match the City’s and County’s

preferred marking material for Hamline Ave., (epoxy, poly preform tape, etc.) and will match into existing markings

to the satisfaction of the Field Engineer. The Contractor shall discuss with the City and County which material to

use for permanent pavement markings prior to furnish and installing any markings.

S-2.3 If needed for consistency, the Contractor shall remove and replace up to 200’ additional of

existing markings to properly match new markings to existing to the satisfaction of the Field Engineer.

S-2.4 Furnishing and installing permanent pavement markings includes the materials, installation, traffic

control, surface preparation, and primers as required for proper installation.

2-SS

DIVISION SS

SS-1 (1802) QUALIFICATION OF WORKERS

Workers are required to be certified in accordance with 2545.1B

SS-2 (2565) LOOP DETECTORS

This work shall consist of furnishing, installing, and making operational new loop detectors due to

roadway construction in accordance with the applicable provisions of MnDOT 2565; Standard Plate 8132;

with the current edition of the National Electrical Code; with the Plans; as directed by the Engineer; and

as follows:

SS-2.1 GENERAL

The intersection layouts indicating the affected loop detectors (D2-1, D2-2, D5-1, and D5-2) to be

replaced are included in the plans under “Signal-For Information Only”.

SS-2.2 MATERIALS

A. Loop Detector Splices

The Contractor shall place qualified loop detector splice encapsulation kits.

MnDOT approved Splice Encapsulation Kits are listed on MnDOT’s Approved/Qualified

Products List for Signals:

http://www.dot.state.mn.us/products/index.html

SS-2.3 CONSTRUCTION REQUIREMENTS

B. Loop Detector Installation

The Contractor shall install loop detectors in accordance with Standard Plate 8132; as marked by

the Engineer; and with the applicable provisions of MnDOT 2565.3G.

The loop detector roadway conductors and the loop detector lead-in cable conductors shall be

properly prepared and cleaned before splicing.

Prior to installing the approved loop detector splice kit, the Contractor shall solder the ends of the

loop detector lead-in conductors to the roadway loop detector conductors, and shall provide and install an

appropriate sized wire nut to the soldered ends prior to installation of the splice kit.

Splice kits shall be installed in handholes in such a manner as to ensure that each splice kit is

suspended and/or secured near the top of the handhole to the satisfaction of the Engineer.

3-SS

Placing splice kits on top of the electrical cables and conductors is NOT acceptable.

Loop detectors shall be spliced using an approved splice kit as specified elsewhere in these Special

Provisions.

Make all loops fully operational within one (1) day after installation.

C. Loop Detector Test Report

Provide a loop detector test report in accordance with 2565.3G.3.

SS-2.4 MEASUREMENTS AND PAYMENTS

Furnishing, installing, testing, and making operational loop detectors as specified herein at the

locations indicated in the Plans and will include the following work:

1. All required roadway pavement milling or removal as part of the loop detector installation.

2. Rigid PVC conduit and conduit fittings for loop detectors.

3. Roadway loop detector conductor.

4. Rigid PVC conduit from loop detector to handhole.

5. Splice in handhole using splice kit as specified herein.

6. Installing loop detector as detailed herein.

7. Loop detector testing and reporting.

8. All Traffic Control necessary to facilitate loop detector installations.

REMOVE BITUMINOUS ROADWAY AS

REQUIRED TO INSTALL 6" SANITARY

SERVICE. PATCH ROADWAY

PERPENDICULAR FROM CURB TO CURB

- MATCH EXISTING SECTION. REPLACE

ALL PAVEMENT MARKINGS AND

REPLACE SIGNAL LOOP DETECTORS -

SEE SHEETS c7.0 AND c7.1 AND THE

SPECIFICATIONS FOR ADDITIONAL

INFORMATION

CONTRACTOR SHALL INSTALL AND

MAINTAIN ALL REQUIRED TRAFFIC

CONTROL, INCLUDE DETOURS AND

ACCESSIBLE PEDESTRIAN ROUTE PER

THE ATTACHED TRAFFIC CONTROL

PLAN ON SHEETS c6.0 AND c6.1

A1-c2.0a

Ph: 763.475.0010 - Fax: 763.475.2429

One Carlson Parkway North, Suite 150 - Minneapolis, MN 55447

1'-10"

1'-6"

4"

4-1/2"

STONE VENEER, TYP.

EXPANSION JOINT, TYP.

4" THICK CONCRETE

WALK, TYP.

8"

8"

8"

2'-10"

18"

3'-4"

12" SELECT TOPSOIL

BORROW, SEE

SPECIFICATIONS

3" DEPTH

HARDWOOD

MULCH, TYP.

SECTION VIEW

REFER TO STRUCTURAL

PLANS FOR REINFORCEMENT

SIZES/ LOCATIONS

P.I.P. CONCRETE WALL

8" THICK CONCRETE

FOOTING - REFER TO

STRUCTURAL PLANS

FOR REINFORCEMENT

COMPACTED

SUBGRADE

NOTE:

ALL EXPOSED FACES OF

SEAT WALL SHALL

RECEIVE STONE VENEER.

C5.0A

NOT TO SCALE

9 STONE VENEER SEAT WALL

11" M

AX

.

3:1 MAX. SLOPE

5

c5.0

7

c5.0

PRECAST CONCRETE

CAP - DOWEL AND

GROUT TO WALL,

TYP.

29" M

AX

.

2" PVC DRAIN WITH GRATE

THROUGH WALL - SPACE 5'

O.C. (CENTER BETWEEN

REBAR RUNS) - 2% MIN.

SLOPE

A1-c5.0a

Ph: 763.475.0010 - Fax: 763.475.2429

One Carlson Parkway North, Suite 150 - Minneapolis, MN 55447

emanuelson-podas

SRF PROJECT NO. 10577

c6.0

610

7.6 50.8

410

21.5 23

7.6

21.5

6

36

663.0" Radius, 1.0" Border, Black on Orange;

[Hamline] D; [Ave] D;

7.6 16.7

24.9

36.8

41.0

45.2

52.8

21.5

30.9

38.9

Ave

H a m l i n e

Ave

H a m l i n e

Ave

H a m l i n e

Ave

H a m l i n e

Ave

H a m l i n e

Ave

Hamline

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emanuelson-podas

SRF PROJECT NO. 10577

c6.1

emanuelson-podas

SRF PROJECT NO. 10577

c7.0

emanuelson-podas

SRF PROJECT NO. 10577

c7.1

July 26, 2017 Dan Lawrence HCM Architects 4201 Cedar Avenue South Minneapolis, MN 55407 Project: Cedarholm Community Building Project Number: 17255 Subject: Addendum 1 Dan, Please see the attached for Addendum 1 dated 7/26/17.

Please feel free to contact me with any questions you may have with regard to Addendum 1. Thank you, Dave Macdonald, PE

Addendum 1 7/26/17

Cedarholm Community Building Page - 2

STRUCTURAL

STRUCTURAL SPECIFICATIONS:

No changes or modifications STRUCTURAL DRAWINGS:

Sheet S1.1 – Structural Notes and Special Inspections

1. Under the roof dead load heading in the design loads, add a note stating “5 psf top chord for future photovoltaic panels as shown on plan.”

2. Under the dimension lumber heading, add a note clarifying, “Wood infill walls framing under structural steel framing shall be attached to the bottom flange using Hilti X-U power-actuated fasteners (PAFs) or approved equal product. Contractor may use alternate fastening system with prior approval from the EOR.”

Sheet S2.1 – Footing and Foundation Plan

3. Revise plan note #3 to read “Maintain minimum of 42” cover (final grade elevation to bottom of footing) at all exterior wall footings. Step and/or drop footings as necessary to maintain cover and to clear underground utilities/sloped slabs. See detail 1/s3.1 for typical stepped footing. Coordinate piping elevations with mechanical contractor.”

4. s2.1 – Drop footings due to mechanical piping and clarify sections as shown on attached sheet A1-s2.1a.”

5. Revise CMU wall reinforcement schedule to include mark “MW2” indicating a 6” CMU wall with #4 reinforcement @ 32” o.c. centered.

Sheet S2.2 – Low Roof Plan

6. – Revise bottom of beam elevation to 109’-6” for beam along grid F between grids 4 and 5.

Sheet S2.3 – High Roof Plan 7. Clarify extents of future photovoltaic panels as shown on attached sheet A1-s2.3a.

Sheet S3.1 – Foundation Sections and Details

8. Add note to section 5/s3.1 stating, “Note: exterior stoop slab finish must match surrounding paving. Refer to arch and site plan for finish requirements.”

9. In section 13/s3.1, anchor spacing shall be 8” at “SIM” condition. 10. Revise section 7/s3.1 as shown on attached sheet A1-s3.1a. 11. Add section 14/s3.1 as shown on attached sheet A1-s3.1b.

MEMORANDUM

Date: July 26, 2017

To: Tim McIlwain, Dan Lawrence

From: Cory Meier, Brian Ringsven

Project: Cedarholm Community Building Project No.: 4071

Subject: Addendum #1

Revisions to the Specifications: Electrical

1. 265100 – Interior Lighting: Add the following subparagraph: 1.05 E.4. LED fixture types: Provide (1) one complete fixture in original packaging labeled with fixture

type for each LED interior fixture type on project.

2. 265600 – Exterior Lighting: Add the following subparagraph: 1.05 E.4. LED fixture types: Provide (1) one complete fixture (less pole) in original packaging labeled

with fixture type for each LED exterior fixture type on project. Mechanical

1. 211313 – Sprinkler Systems: Delete sentence 1.2.F and replace with the following: “Do not locate sprinklers in ceiling mounted fabric wrapped panels.

2. 211313 – Sprinkler Systems: Delete the following sentences in their entirety. a. 3.15.A.5 b. 3.15.A.6

Revisions to the Drawings: Electrical

1. e0.1: Add key note to read the following: “2. PROVIDE TYPE Q FIXTURE ON CONCRETE BASE CONNECT TO CIRCUIT L-29. SEE DETAIL 2/e0.1 FOR BASE. AIM FIXTURES AT FLAGS.”

2. e0.1: Add key note to read the following: “3. INTERCEPT EXISTING FIBER CONDUIT PREVIOUSLY SERVING EXISTING STORAGE BUILDING FROM OLD CLUBHOUSE AND PROVIDE (1) 2” CONDUIT WITH PULLSTRING FROM EXISTING STORAGE BUILDING TO NEW COMMUNITY BUILDING STUB UP AT CBB.”

3. e0.1: Add key note to read the following:

“4. PROVIDE (1) 1 1/4” CONDUIT STUBBED AS SHOWN AND ROUTED TO UTILITY ROOM 110. STUB CONDUIT UP 6” ADJACENT TO PANEL A AND CAP. MARK “FUTURE SOLAR”. PROVIDE PERANENT SURFACE MAKER AT CONDUIT END.”

4. e0.1: Add (3) type Q Fixtures for flag poles with reference to Key Note 2. Refer to sketch A1-e01a. Power from Panel L circuit 29.

5. e0.1: Stub up (1) 1 1/4” Northeast and South side of parking lot with reference to Key Note 4.

6. e0.1: Intercept fiber conduit southwest of cart shed (verify location in field) and provide pullstring. Refer to Key Note 3.

7. e1.0: Revise Key Note 6 to read the following: “PROVIDE 0-10V. DIMMER FOR CONTROL OF DISPLAY CASE CABINET.”

8. e1.0: Add exterior downlight type D1 to East side door. Provide power from Panel L circuit 5. Remove light fixture type F.

9. e1.0: Add dimmer control switch on West wall in Office 103 with reference to Key Note 6.

10. e1.0: Change downlights in coffered ceiling in Retail/Service 102 type C2 to C4 (3 fixtures).

11. e1.0: Change South downlights in Retail/Service 102 type C2 to C4 (2 fixtures). 12. e1.0: Change 2 west downlights in Retail/Service 102 type C2 to nightlights.

13. e1.0: Change downlight type C2 to nightlight in Corridor 109 near Men’s Restroom 107 to nightlight.

14. e1.0: Add downlight type C5 above display case cabinet in community room 101. Provide power from

Panel L circuit 7.

15. e1.0: Change downlight type C2 in coffered ceiling in Community Room 101 & Community Room 100 to type C4 and provide power from Panel L circuit 7.

16. e1.0: Change downlight type C2 in East, North, West, and South sides of ceiling in Community Room 101 & Community Room 100 to type C4 and provide power from Panel L circuit 7 (8 fixtures).

17. e1.0: Remove spotlight type C3 from North and South side of Community Room 101 & Community Room 100.

18. e1.0: Change downlight type C2 in coffered ceiling in Community Room 101 & Community Room 100 to type C4 and provide power from Panel L circuit 7 (12 fixtures).

19. e1.0: Add downlight type D1 near door 100C and match spacing with other downlight types D1. Provide power from Panel L circuit 5.

20. e1.0: Move light fixture type G1 in Storage 111 South. Evenly space adjacent to added ceiling.

21. e1.0: Add (2) light fixtures type N1 in Storage 111. Tie in with switchleg “a”. Space evenly in added ceiling.

22. e2.0: Add Key Note 8 to read the following: “CONNECT TO HEAT TRACE CABLE PROVIDED BY MECHANICAL. SEE 6/m3.0. PROVIDE SWITCH WITH PILOT LIGHT ADJACENT TO PANEL L FOR ON/OFF CONTROL. LABEL SWITCH “HEAT TRACING”.”

23. e2.0: Add Key Note 9 to read the following: “STUB (1) 1 1/4” CONDUIT AT UNDERSIDE OF ROOF STRUCTURE FOR FUTURE PV. ROUTE CONDUIT TO ROOM 110 AND TERMINATE ADJACENT TO PANEL A.”

24. e2.0: Add Key Note 10 to read the following: “POWER AND DATA OUTLET FOR CONNECTION TO MENU BOARDS. COORDINATE IN FIELD. MOUNT AT 6’ TO CENTER.”

25. e2.0: Add Key Note 11 to read the following: “MOUNT J-BOX AND RECEPTACLE IN ENCLOSURE AS DIRECTED BY ARCHITECT. PROVIDE (1) 1 1/4” CONDUIT FROM J-BOX TO INTERIOR J-BOX AS SHOWN.”

26. e2.0: Add Key Note 12 to read the following: “CONNECT F.A. TO HOOD CONTROL PANEL AS REQUIRED FOR MONITORING.”

27. e2.0: Add J-box on North side of wall in hood side panel near door 106A with reference to Key Note 12.

28. e2.0: Mount (4) J-boxes 6’ A.F.F. on East wall of Retail/Service 102 behind bar for menu boards. Refer to Key Note 10. Provide power from Panel K circuit 38.

29. e2.0: Add duplex receptacle under bar for 2nd POS provide power from Panel A circuit 32.

30. e2.0: Remove (2) duplex receptacles from Retail/Service 102 East wall and Add (1) duplex receptacle on North wall provide power from Panel A circuit 30.

31. e2.0: Add (2) speakers above Retail/Service 102 bar.

32. e2.0: Add J-box, duplex, and data rough-in on North side of building in TV enclosure with reference to Key Note 11. Provide power from Panel A circuit 16.

33. e2.0: Move J-box, duplex, and data rough-in from Community Room 100 North wall to recessed cabinet and provide conduit to both floor boxes. Refer to Key Note 4.

34. e2.0: Move J-box, duplex, and data rough-in from Community Room 101 South wall to recessed cabinet and provide conduit to both floor boxes. Refer to Key Note 4.

35. e2.0: Provide 1 1/4” conduit along underside of roof. Terminate adjacent to Panel A. Refer to Key Note 9.

36. e2.0: Add (2) J-boxes in Storage 111. Provide power from Panel L circuit 27. Refer to Key Note 8.

37. e2.0: Add duplex on South Wall Storage 111 for refrigerator. Provide power from Panel A circuit 28.

38. e2.0: Provide MAU and water proof, GFI, duplex receptacle on roof. Provide power from Panel A circuit 37,39 and Panel L circuit 31 for MAU. Provide power from Panel A circuit 31 for receptacle. (base bid)

39. e2.0: Provide MAU and water proof, GFI, duplex receptacle on roof. Provide power from Panel A circuit (26,28), (30,32) and (25,27) for MAU. Provide power from Panel A circuit 31 for receptacle. (alternate #3).

40. e2.1: Revise Kitchen Equipment Connection Schedule Specific Note 1 to read as follows: “SEE MOTOR SCHEDULE ON SHEET e4.0.”.

41. e2.1: Revise Kitchen Equipment Connection Schedule Item Number 1 Circuit Number to read as follows: “K-1,3,26,28”.

42. e2.1: Revise Kitchen Equipment Connection Schedule Specific Note 1 to read as follows: “SEE MOTOR SCHEDULE ON SHEET e4.0.”.

43. e2.1: Add Key Note 4. to read the following: “PROVIDE FIXTURE M2 UNDERBAR AS REQUIRED BY KITCHEN EQUIPMENT CONTRACTOR. PROVIDE POWER SUPLY AS REQUIRED.”.

44. e2.1: Add Key Note 5. to read the following: “PROVIDE COMPATIBLE DIMMER SWITCH FOR FIXTURE M2. LOCATE AS DIRECTED BY KITCHEN EQUIPMENT CONTRACTOR.”.

45. e2.1: Add (2) duplex receptacles mounted 18” A.F.F. on East Wall Storage 111. Refer to Kitchen Equipment Connection Schedule Item Number 1 for both receptacles. Provide power from Panel K circuit 26 and 28.

46. e2.1: Move Kitchen Equipment Connection Schedule Item Number 25 from Northwest corner Kitchen 106 to East end of Kitchen Hood along South Wall.

47. e2.1: Move Kitchen Equipment Connection Schedule Item Numbers 22, 22A, 23, and 24 from south wall next to door 106a to Northwest corner of Kitchen Hood. Verify Height.

48. e2.1: Add light fixture type M2 to underside of bar. Refer to Key Note 4.

49. e2.1: Add compatible dimmer switch beneath bar to control light fixture M2. Refer to Key Note 5.

50. e3.0: Revise Lighting Control Panel to add Relay #: 7, Panel/Ckt No.: L-29, Control Description: Flag Lights, Control Type: PC, TC, Area: Flag Lights, Notes: 1.

51. e3.0: Revise Panel Schedule for Panel A to incorporate changes as follows: 1. Change CIRCUIT DESCRIPTION: “MAU-1” on circuit 25 to read “MAU-1 (ALT #3)”. 2. Change CIRCUIT DESCRIPTION: “SPACES” on circuits 37 and 39 to read “MAU-1” and “- -

“respectively 3. Change CKT BKR on circuits 37 and 39 to read “30” and “– “respectively. 4. Change P on circuits 37 and 39 to read “2” and “– “respectively.

5. Change CIRCUIT DESCRIPTION: “Cond. 1” and “Cond. 2” to read “Cond. 1 (ALT #3)” and “Cond. 2

(ALT #3)” respectively.

52. e3.0: Revise Panel Schedule for Panel K to incorporate changes as follows: 1. Change CIRCUIT DESCRIPTION: “COFFEE BREWER” on circuit 16 to read “COFFEE BREWER,

NOTE 1”. 2. Change CIRCUIT DESCRIPTION: “COFFEE BREWER” on circuit 20 to read “COFFEE BREWER,

NOTE 1”. 3. Change CIRCUIT DESCRIPTION: “SPARE” on circuit 26 and 28 to read “HOLDING CABINET,

NOTE 1” and “HOLDING CABINET, NOTE 1 “respectively. 4. Change LOAD VA on circuit 26 and 28 to read “1920” and “1920”. 5. Change CIRCUIT DESCRIPTION: “SPACE” on circuit 38 to read “MENU BOARDS”. 6. Change P on circuit 38 to read “1”. 7. Change CKT BKR on circuit 38 to read “20”. 8. Change LOAD VA to read “400”.

53. e3.0: Revise Panel Schedule for Panel L to incorporate changes as follows: 1. Change CIRCUIT DESCIRPTION: “SPARE” on circuits 27, 29, and 31 to read “HEATTRACE CABLE,

NOTE 3”, “FLAG LTS., NOTE 1”, AND “MAU-1 CONTROLS” respectively. 2. Change LOAD VA on circuit 27, 29, and 31 to read “800”, “300”, and “500” respectively. 3. Change NOTE: 3. to read “PROVIDE GFEP CIRCUIT BREAKER.”.

54. e4.0: Revise Light Fixture Schedule to incorporate changes as follows: 1. Change Fixture type B2 Description to read “DECORATIVE BOWL PENDANTLED BOTTOM OF

FIXTURE AT 12’-8”.” 2. Change Fixture type B3 Description to read “DECORATIVE CABLE HUNG CYLINDER W/BOTTOM

OF FIXTURE AT 8’.” 3. Add Fixture type C4 below fixture type C3 to read DESCRIPTION: “6” DOWNLIGHT LED, 3500K,

2000 NOMINAL LUMENS”, VOLTAGE: “UNV”, LAMPS TYPE: “LED”, LAMPS QTY./FIXT.: “- “, VA/FIXT: “27”, MANUFACTURER: “MAXILUME”, CATALOG NUMBER: “HH6-LED2000L-DIM10120MD35K85-HH6-6501-CL-WH”, and NOTES: “1”.

4. Add Fixture type C5 below fixture type C4 to read DESCRIPTION: “2” DOWNLIGHT LED, 3500K, 900 NOMINAL LUMENS”, VOLTAGE: “UNV”, LAMPS TYPE: “LED”, LAMPS QTY./FIXT.: “- “, VA/FIXT: “17”, MANUFACTURER: “PRESCOLITE”, CATALOG NUMBER: “D2LED2D9LED9L35K8FL35SSWT”, and NOTES: “1”.

5. Add Fixture type M2 below fixture type M1 to read DESCRIPTION: “LED W.P. TAPELIGHT HIGH BRIGHTNESS 3000K 180 LUMENS/FT, PROVIDE 2 ROWS TO TAPE PER RUN. LOCATE PER KITHCEN EQUIPMENT CONTRACTOR. PROVIDE DIRVER AND DIMMER COMPATIBLE W/INSTALLATION.”, VOLTAGE: “UNV”, LAMPS TYPE: “LED”, LAMPS QTY./FIXT.: “- “, VA/FIXT: “3/FT”, MANUFACTURER: “DL-DIODELED”, CATALOG NUMBER: “DI-12V-BL30-W8016”, and NOTES: “2”.

6. Add Fixture type N1 below fixture type M2 to read DESCRIPTION: “1’x4’ RECESSED LED TROFFER 3500L 3400 NOMINAL LUMENS.”, VOLTAGE: “UNV”, LAMPS TYPE: “LED”, LAMPS QTY./FIXT.: “- “, VA/FIXT: “33”, MANUFACTURER: “COLUMBIA”, and CATALOG NUMBER: “LZPT14-35VWG-LSR0-EU”.

7. Add Fixture type Q below fixture type P to read DESCRIPTION: “LED FLOOD LIGHT, MEDIUM SPOT, 4900 NONINAL LUMENS DELIVERED.”, VOLTAGE: “MVOLT”, LAMPS TYPE: “LED”, LAMPS QTY./FIXT.: “- “, VA/FIXT: “42”, MANUFACTURER: “LITHONIA”, and CATALOG NUMBER: “DSXF1LED-P2-40K-MSP-MVOLT-THK-FV0DDBXD”.

55. e4.0: Revise Motor Schedule to incorporate changes as follows: 1. Change DISCONNECT FU/SW for MOTOR NUMBER COND-1 to read “WP 40/60”. 2. Change DISCONNECT FU/SW for MOTOR NUMBER COND-2 to read “WP 30/30”. 3. MOTOR NUMBER COND-1 and COND-2 priced under ALT #3 bid. 4. MOTOR NUMBER MAU-1 (AC) priced under ALT #3 bid. 5. Change STARTER TYPE and BY for MOTOR NUMBER EF-2 to read “VFD” and “MFGR.”

respectively. 6. Change STARTER TYPE and BY for MOTOR NUMBER MAU-1 ALT #3 to read “VFD” and “MFGR.”

respectively. 7. Change BY for MOTOR NUMBER MAU-1 ALT #3 to read “MFGR.”. 8. Add MOTOR NUMBER: “MAU-1”, EQUIPMENT: “MAKE-UP AIR UNIT”, LOCATION: “ROOF”M KW:

“-“, HP: “3.0”, MCA: “-“, VOLTAGE: “240”, PHASE: “1”, STARTER TYPE: “VFD”, STARTER SIZE: “-“, STARTER LOC: “-“, STARTER BY: “MFCR.”, DISCONNECT FU/SW: “INTEGRAL”, BY: “MFGR.”, CONTROL DEVICE: “HOOD CONTROL PANEL”, FURNISHED BY: “MFCR.”, WIRED BY: “ELEC”, DEVICES TO BE INTERLOCKED: “SEE CAPTIVE AIR DRAWINGS”, FURNISHED BY: “MFGR”, WIRED BY: “ELEC”, FEEDER PH-G-C: “10-10-3/4”.”, NOTES: “3”, AND MOTOR NUMBER: “MAU-1”. (base bid)

The following list of lighting manufacturers are approved as equals to the project. 1. Type: C1, Manufacturer: Spectrum Lighting 2. Type: C2, Manufacturer: Spectrum Lighting 3. Type: C4, Manufacturer: Prescolite 4. Type: D2, Manufacturer: Liton 5. Type: F, Manufacturer: Hubbell 6. Type: G1, Manufacturer: Columbia 7. Type: M2, Manufacturer: Acclaim 8. Type: P, Manufacturer: Beacon Products 9. Type: Q, Manufacturer: Hubbell

Mechanical

1. M0.1: Revise sanitary sewer note to read the following:

“6” SANITARY SEWER TO 5’ OUTSIDE BUILDING. SEE CIVIL FOR CONTINUATION”.

2. M1.1: Revise plumbing note on 3/m1.1 Plumbing Riser – Sanitary & Vent at the sanitary service entering building to read the following:

“6” SANITARY SERVICE. SEE CIVIL FOR CONTINUATION” 3. M2.0: Revise keyed note 28 as follows:

Delete “EEXTEND18” dia…” and replace with “EXTEND 20x14…”

4. M2.0: Add diffuser, revise duct size and revise CFM’s as shown on attachment A1-m2.0a.

5. M2.1: Add the following general note to sheet: “KITCHEN HOOD, DISHWASHER HOOD, STAINLESS STEEL WALL PANELS PROVIDE BY FOOD SERVICE SUPPLIER AND INSTALLED BY MECHANICAL CONTRACTOR. FIELD COODINATE WITH EQUIPMENT PROVIDED.”

6. M4.0: Add the following to Diffusers, Registers and Grille Schedule:

“TYPE H, TITUS, LAY-IN, SUPPLY, DIFFUSER, PAS, 24”x24”x12” dia, N, 0.1, 30. WHITE”

Mechanical and Electrical Attachments (2 thus)

1. A1-m2.0a

2. A1-e0.1a

Cedarholm Foodservice Addendum #1 07.26.2017 Sheet – A1-fs1.1a – Added the fire cabinet to the left end of exhaust hood. Moved the exhaust system controls and fire suppression system to the fire cabinet Sheet – A1-fs3.1a – Added the exhaust system information to the rough-in schedule Sheet – A1-fs4.1a – Moved the electrical connections for the control panel and fire suppression system to the fire cabinet. Added the electrical requirements for the exhaust system components to the rough-in schedule Sheet – A1-fs5.1a – Changed the overall dimensions of the exhaust hood to match the Captive Aire shop drawings with the addition of the fire cabinet

A1-fs1.1a

A1-fs3.1a

A1-fs4.1a

A1-fs5.1a