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Addendum No. 02 November 15, 2016 ADDENDUM NUMBER DATE

Gleneagles Golf Club, City of Twinsburg 14-120 PROJECT NAME PROJECT NUMBER

2615 Glenwood Drive, Twinsburg, Ohio 44087 Bidding; 17 Oct 2016 PROJECT LOCATION DOCUMENTS

This Addendum hereby modifies, supplements, and amends the Contract Documents, as prepared by Perspectus Architecture. Wherein this Addendum varies or is in conflict with the Contract Documents, the requirements of this Addendum shall govern. In all other particulars, the requirements of the original Specifications and Contract Documents, including any previous Addenda, shall govern.

THIS ADDENDUM IS COMPRISED OF THE FOLLOWING ITEMS:

GENERAL

Item 01

Bidder Questions:

1- I had a rep ask a question at the pre-bid meeting regarding tap fees for sewer and water. The answer to him was that those fees are covered in the allowances. However, none of the allowances directly address those utilities. It’s also my understanding the city is waiving permit fees. Will all tap fees be waived by the city as well?

Response: The General Contractor and sub-contractors will be required to be registered with the City Building Department with associated $75.00 yearly fee. No other City Building Department fees will be paid in association with this specific project. It was noted during the pre-bid that water tap fees will be reimbursed by the City with the GC providing a copy of invoice for indication of amount reimbursed. Sewer(sanitary) was not specifically discussed however as the City owns the system, no fees would be charged.

2- The specs say we can use mc cable and the drawings say conduit. Which one is correct?

Response: As indicated in addendum 1.

3- Is the data cabling to be in a complete conduit system or just above non accessible ceilings and j hooks above accessible ceilings? Response: Conduit above non-accessible ceilings and oversized j-hooks above accessible ceilings.

4- There seems to be some inconsistent details for the application of plywood at the underside of exterior soffits. Some plywood is fastened to the fascia and terminates after 2” on the underside of soffits, and other places the plywood covers entire soffit. Is the intent to have ½” plywood behind all metal soffit materials? Or only at the locations as detailed.

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Response: Only where detailed.

5- Use of Ohio products, materials, services and labor to the extent possible. Are there defined goals or requirements? How will this be measured or tracked? Response: Use of Ohio products is preferred but not required. The only requirement on this project is that only manufactured steel made in the United States is required. No other defined goals are required.

6- Liquidated Damages were mentioned during the pre-bid, beginning February 1, 2018 with the substantial completion of the new building. Assuming the Golf Course operations are able to move into and operate in the new building on time, are the Liquidated Damages tied to other activities (demolition, remaining site work, landscaping) scheduled for completion by April 21, 2018? Response: Liquidated damages only apply to the substantial completion date February 1, 2018 and final completion of April 21, 2018. Intermediate dates would not have liquidated damages applied.

7- Given the history of the property as farmland prior to the 1990s is there any expectation of hazardous materials in the soils that would require testing or mitigation? Response: No known hazardous materials are expected. If hazardous materials are found the contractor should immediately notify the Architect and Owner. The City would provide reimbursement for such corrections after review process.

8- Soils report recommends that site preparation, proof-rolling and earthwork activities should be performed during a period of dry weather to reduce soil stabilization and repairs. Exploratory excavation section states that no extra payment will be made for rock excavation or poor/ unstable/ wet soil conditions encountered. Given the schedule constraints for the project, it is highly unlikely that such work will be completed during a period of dry weather. Would the City provide an allowance for this item rather than have General Contractors make unqualified and unequal provisions for unforeseen conditions? Response: Contractor shall perform a site investigation which requires the Contractor to exercise due diligence to discover reasonably foreseeable physical conditions and disclaims any warranty about the project conditions. If actual differing site conditions turn out to be materially differed from expected conditions, the Contractor shall follow the Contract language procedure by which the Contractor can apply for an obtain an equitable adjustment for materially unforeseen site conditions. The Contractor shall perform all reasonable construction practices to protect soils from weather conditions that would reduce soil stabilization and repairs to soils. Contractor shall provide reasonable construction practices such as positive drainage grading, scheduling work so as to reduce potential weather related issues and coordination of work activities to minimize exposure of soils to potential weather conditions.

9- Soils report and selected boring locations appear to have been based on an earlier version of the proposed clubhouse building, has the Owner received an updated soils report? Response: Soils report was based on a building plan in the same location as the final building plan. An updated soils report was not performed due to the building being in the same location.

10- Where does the water service line for the existing building come from, only the existing hydrant line is indicated on the drawings?

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Response: There is no record available of where the existing clubhouse service comes from. After review of recent projects with Cleveland Water, there is a high probability that the domestic line branches off at the meter vault in Glenwood Drive and follows the fire line north to the existing clubhouse, however, the survey and none of the record drawings we received show the existing water service. The location of this service will need to be verified in the field prior to construction.

11- What size is the existing water service tap at the main? Response: The existing water service is an 8” service tap.

12- Curb underdrains and finger drains are recommended in the soils report. The details presented in the Civil Drawings only indicate underdrains where an integral curb/walk occurs and at the dedicated street pavement. Are underdrains required at the parking lot islands and perimeter curbs? Response: Keyed note 20 on Sheet C-2 specified that an underdrain is to be installed behind the ODOT Type 6 curb used on site at all locations. The underdrain detail on Sheet C-10 found in the middle of the sheet is to be used for the ODOT Type 6 curb as well.

13- Is footing drainage the typical intended detail at all slab locations? Drawings A2-00 and M1-01 delineate drainage at the basement wall, retaining wall, and where under slab ductwork occurs in the restaurant. Many of the other details on sheets A5-10 through 5-19 indicate a foundation drainage system with perforated pipe. Response: Foundation drainage is required at all slab locations. Additional clarification has been added to revised drawing attached.

14- No sump pump is indicated in the basement, is one required? Response: A sump pump in the basement is not required.

15- Basement floor drains in the Restrooms, Maintenance Shop, Storage Area, Wash Bay and Mechanical rooms all feed into the Sanitary Sewage Ejector pump. Are these drains protected with a check valve? Response: protecting the floor drawings with a backwater check valve is not required.

16- It does not appear that the Sewage ejector pump has back up power, is this correct? Response: Revise Sewage Ejector Pump Spec on sheet M0-02 as follows:

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17- Footing drains are not indicated on Structural or Civil drawings. Response: Footing drains are indicated on architectural drawings.

18- Detail 2, Drawing A5-10 indicates a fiber cement board sheathing on hat channel in ground contact at the Nichiha vertical siding. Is this the intended foundation finish detail at other fiber cement locations? What fiber cement product is allowable for ground contact as detailed? Response: Delete fiber cement siding at foundation on Detail 2/A5-10. Fiber cement siding maintain clearance above hard surface and grade per manufacturer.

19- Specification 08 41 13 calls for a standard 2” x 4 ½” thermally broken storefront system but the details on the drawings show a 2” x 6” ultra thermal storefront system. Which is correct? Response: 2”x4 ½” as specified in 08 41 13.

20- Curtainwall depth is shown at 10” as long as the curtainwall meets the design criteria can that 10” dimension change slightly? Response: Yes. Contractor responsible for coordination of details affected by varying mullion size.

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21- Can the 6” face dimension shown at the sills of the storefront and curtainwall be achieved with (2) standard face dimension horizontals and brake metal infill? Response: Built up system is acceptable. Contractor responsible for weathertight assembly. If use of brake metal, brake metal infill to be glazed into system.

22- The doors in spec section 08 41 13 2.5.A.1 are called out as non-thermal medium stile doors but in 2.5.A.1.a it asks for thermal doors. This will change the thickness of the doors and change the type of door frames, which is correct? Response: Item 13 Addendum 1 addressed this question.

23- Frame A1 on A10-02 has (2) operable vents in it but the size is too large for them, I’ll qualify my bid to introduce a vertical mullion so that an operable vent can go there. Response: Revise elevation as indicated below:

24- Does the catering kitchen require an ansul hood system? Response: No.

25- The specified Schier PATG 3050 grease trap has been discontinued, please provide a replacement model number and verify overall height allows for flush installation with clearance below (possible interference with doors B002 and B005). Response: Revise specified model to Schier GB-50 with 50 GPM flow capacity and 249 lb grease capacity in lieu of PATG 3050. Flush installation will allow clearance of doors B002 and B005.

26- Is the Walk-In Freezer provided with an insulated floor to protect the concrete slab below? Response: There is no walk in freezer. The walk in cooler will have floors with interior ramps.

27- Per the elevations, the Architect is calling for a 4” profile on the curtainwall. We can not provide a single 4” x 10” mullion profile. 2 ½” x 10” mullions will work structurally. Is 4” profile required? Response: Yes. Required due to operable partition termination.

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28- The corner returns on the curtainwall show two mullions, with the face mullion exterior

exposed which results in the loss of the thermal performance of the curtainwall. Can the corner be formed with a true corner mullion? Is so, is this mullion captured or butt glazed?

Response: Corner can be formed with a true mullion. Mullion to be captured.

29- Will all of the storefront/ curtainwall be the same finish, or are multiple finishes possible. Response: All will be the same finish.

30- Request to waive the AISC certified steel fabricator for the Glen Eagles Golf Club. Response: Requirement for AISC certification for the steel fabricator is being waived with the following condition added: The Owner has the right to require steel fabricator to provide proof that manufacturer is adhering to American Institute of Steel Construction (AISC) Certification standards for quality control prior to shipping. Manufacturer does not have to be AISC Certified; however manufacturer shall provide evidence AISC standards are met.”

31- Drawing A2-00 notes WF40, WF50 , WF65, and WF75 designated as retaining wall footings. Footing (FXX) Schedule and Wall Footing (WF-X) Schedule shown on drawings S2-00 and S2-01 do not reflect these designations. Please provide the size, reinforcing for the designated wall footings 40, 50, 65, and 75. Response: As indicated on Drawing A2-00, Reference Drawing A5-19 for retaining wall footings.

32- Drawing C-3 Site Plan, note 3, calls for proposed retaining wall and stairs located at back patio and dumpster enclosure. Drawing A2-01, detail 4 dumpster enclosure, does not include the portion of retaining wall heading east as depicted on drawing C-3. Please provide configuration of wall footing and retaining wall located in this area along with footing designations and retaining wall type. Response: The WF75 and RW-1 would apply to the retaining wall parallel to the building.

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33- Drawing A2-00 notes retaining wall RW-1, RW-2, RW-3 and RW-4. These designations relate directly to the footing width and toe. Please provide dimensions (length) of where these designations start and stop. Also, please provide designation of “back” wall located approximately between column F and J as shown on drawing A2-00. Response: The extents of the RW and WF are shown in plan on sheet A2-00.

34- For the main breaker it says read notes 1, 2 and 6. Note 2 says quote 100,000 KAIC and line 6 says quote 22 KAIC rating. Please confirm which one we should quote since this will affect the price quite a bit. Response: Use 100KAIC for bidding

35- Please reference spec section 11 40 00 page 23 and drawing QF 100 Food Service Schedule. The food service plan view and specification show only (1) item B-9 Roller Grill. The food service equipment schedule indicates two (2) item B-9 Roller Grills. Please confirm the quantity. Response: Proper quantity should be (1) Item B-9.

36- Finish Material Legend on drawing ID1-00 indicates Central Supply/ Storage Room B009 to be finish type SC-1. The Room Finish Schedule on Drawing ID2-00 indicates this room to received VCT-1. Please confirm which finish should be figured? Response: Room B009 should be figured as SC-1.

37- Please confirm the location of the sound absorbing wall units? Did not see any indication on the finished schedule or the plans. Response: Sound absorbing wall units are indicated on A7 series drawings- Interior Elevations.

38- The reach in freezer, True Food Service Equipment Model T-49F, has been

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discontinued. Please specify what equipment should be figured? Response: Item #3 T-49F was replaced with T-49-HC.

39- Specification section 27 51 16 and 27 51 123 are for the public address system and intercommunications and program systems. There are no symbols on the symbol legend for any of the devices associated with these specifications. Response: See updated symbol legend and drawing.

40- There are no riser diagrams shown on the electrical drawings. Response: The contractor is responsible for turnkey.

41- Are these owner supplied systems as well? If so are we responsible for rough-in? Will there be drawings issued to show the symbols and locations of these devices?

Response: The Electrical Contractor is responsible for rough-in and wiring to audio rack. Hardware shall be provided by the Owner to accommodate their requirements.

42- Is the communications system to be rough-in only? Response: The Electrical Contractor provides raceways, boxes, and pathways (J-Hooks). Equipment racks, patch panels, hardware CAT 5E cabling terminations to be provided and installed by the Owner.

43- Drawing #ES-01: Please provide mounting details for Type D bollards and type E flag lighting?

Response: Refer to details on revised Drawing E5-01.

44- Drawing #E0-01: Please review and coordination descriptions of light poles A, A1, B and C with detail on drawing ES-01 (pole heights, concrete base dimensions) Response: Use 24” base in lieu of 36” base and 10’-0” high poles in lieu of 9’-0” high.

45- Drawing E0-01 Light Fixture ‘O2’ are w correct that some O2 lights are required for sloped ceilings where mounted along with the type ‘W’ lights? Response: Fixture Types 02 and 03 shall be installed in overhangs with minimal slope.

46- Lighting Plans refer to emergency lighting inverter. There does not seem to be provision on the One-Line Diagram nor a location shown on plans for an inverter system. Please provide clarification and design for lighting inverter. Response: Wall or ceiling mounted mini-inverters are specified in addendum, typically Philips Bodine #ELI-S-100 or equal.

47- Drawing E2-02 shows 4 light fixtures identified as ‘RH2’ located at RTU’s. Type RH-2

light is not on fixture schedule? Please advise. Response: RH2 shall be Canlet #0312LWF01 or equivalent.

48- Many of the devices on E0-05 Diagram do not appear to be shown on drawing E1-01 floor plans. Please clarify. Response: See revised Lutron wiring diagram and lighting plan.

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49- Drawing E0-05 Diagram indicates 277-volt circuits. Electrical service for building is 120/208 volt, there is no 277-volt for lighting. Response: Delete references to 277-volt.

50- Basement and First floors are both referred to as Floor 1. Should Basement be identified as Floor O? Response: Designations are as indicated on contract documents.

51- Please confirm all testing and inspections to be by GC. If so, is there a matrix put together identifying scope and minimum quantity of tests? Response: Testing and Inspections will be under separate contract. General Contractor will be responsible for coordinating and scheduling special inspections as required by OBC. Attached is the State of Special Inspections.

52- Top of steel elevations on the structural drawings do not appear complete. Please advise. Response: Top of Steel elevations are as indicated on the drawings.

S2-01 First Floor Framing: TOS elevation is (-5 1/2”) as described in Note 3. S2-02 Mech and Canopy Framing: TOS elevations vary and are either shown by each beam size, or in a dimension string. Where elevations are not noted, the TOS elevation is to be (+13’-6”) from first floor S2-03: Low Roof Framing Plan: TOS elevations vary. The high and low points are given at gridlines 2 and 6 respectively with the elevations sloping uniformly between. S2-04: High Roof Framing: TOS elevations vary. The high and low points are given at gridlines 2, 3 and 6 respectively with the elevations sloping uniformly between. S2-04: Dormer Roof Framing: TOS elevations vary. The high and low points are given at gridlines 1, 1.5, 5 and 6 with the elevations sloping uniformly between.

53- Please confirm City Permits are waived.

Response: See item 1 above.

54- Is basement area classified as damp or wet location? Response: No.

55- The retaining wall shown on A2-00 shows different footer sizes under the wall. Footer notations are listed as WF40, WF50, etc. However, I can not seem to find what thicknesses those WF footers are, and I can only assume WF40 is 4’-0” wide. Drawing A5-19 has a retaining wall schedule, but we can’t decipher which RW designations on the schedule belong to which retaining wall. Can you provide some clarity. Also, an extended drawing for the dumpster enclosure wall. It seems to be cut off on the architectural drawings and is not shown on the footer drawings. Response: See Response to Items 32-34 as well as Structural Drawings for additional footing sizes.

56- Please reference the following drawings: C-2 note 3; A2-00, A4-02, A5-02, A5-12, A5-13 and A5-19. Note on drawing C-2 states the proposed retaining wall and stairs. Design by others. See architectural plans for details. Reviewing all the architectural drawings noted above; only the foundation footer and wall is reflected for this area. No structural drawing information clarifies the design of the retaining wall. Please provide additional information. Response: See previous questions and responses. Information for retaining walls and

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stairs is shown on architectural and structural drawings.

57- Qualification of Bidder Affidavit, item 4, states “An Experience Sheet must be filled with each Bid on forms provided in the Contract.” I do not see where this form has been provided. Can we provide as an attachment? Response: Providing as an attachment is acceptable.

58- Where are the existing boulders coming from specifically for Alternate #4? The drawings/ specifications note says Old Hickory Trail – which has two entrances off of Route 91 and side streets. Do you have a specific site along this trail that these boulders are at? Easy access or not? Response: See attached aerial of location. There is an entrance off of 91 for vehicles. Old Hickory Trail is the preceding walking trail. Sandstone blocks surround perimeter of asphalt grind parking area and small portion of walk area. Easy access.

59- For irrigation: will the Golf Club be handling this on their own – therefore eliminating the need for us to bid the irrigation in our proposal? Response: Irrigation is not included in bid. Irrigation sleeves are to be included in bid as indicated on the landscape drawings. Sleeves are to be included for Owners future use.

60- Should the topsoil be installed by the landscape contractor of the earth work contractor. I understand that is going to be a large pile of topsoil saved on site- usually based on our experience the earth work contractor handles the re-spreading of that in the bed and lawn areas to save cost from landscape contractor doing so?

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Response: Requirements for beds and lawn areas are as indicated on the L series drawings and Div 32 specifications. Division of scope would be up to the General Contractor.

61- Is Marlite an approved manufacturer for the IRW-1? Finish schedule shows Marlite, spec shows CS, IPC, Korguard, and Pawling. Response: Yes. Marlite is the Basis of Design.

62- Please reference Detail 4 on A3-02… Where does this occur on the Reflected Ceiling Plan? Response: This detail does not occur and has been eliminated. Delete Detail 3 on A3-01 (Not Used). Revise details 2 and 4 on A3-01 dimensions to read “Varies- See RCP Plan”

63- Please reference C-3 regarding the site utility waterline and fireline… Is premium backfill only required under pavements? And if so, is premium backfill such as 304 acceptable? Or should it be flowable fill LSM? Response: The Cleveland Water detail permits premium backfill to be specified by the local jurisdiction. Per the Twinsburg utility trench detail on Sheet C-9, compacted 304 limestone aggregate is acceptable as premium backfill.

64- Please reference Division 312000 Earth Moving… Under materials, topsoil, Item 5 calls for all topsoil to be screened. Is this note correct? Is topsoil to be screened on site? And if so, are we to screen only the topsoil to be re-spread or also the surplus topsoil that gets stockpiled? Response: Only material that is specifically being reincorporated into the project will need to be screened. Topsoil being removed and stockpiled will not need to be screened.

65- Please reference Division 312000 Earth Moving and Division 312219 Finish Grading… The Earth Moving spec, under Site Grading, calls for 4” depth of top soil. The Finished Grading spec, under products, topsoil, calls for 6” depth in lawn areas and 12” depth in plant beds. How should this item be bid? Response: Topsoil should be bid per the Finished Grading Specification with 6” at lawn areas and 12” at plant beds.

66- Please reference Division 051200 Structural Steel Framing and Plan S4-03… Will the structural steel subcontractor be responsible for final design of structural steel framing, including PE stamped shop drawings and calculations? Response: The structural steel subcontractor is not responsible for the steel framing, but is responsible for the design of the connections. Shear Connections – As stated in the specifications, submittal of analysis data for typical AISC- recommended shear connections is not required. Moment Connections – The moment connections on this project are to develop the full moment capacity of the beam. Sealed calculations are required, as sated in the specs and notes on sheet S4-03, including any reinforcing required to the columns and beams. Noted: The columns have been sized to eliminate the need for doubler plates on the column web. Ship drawings are not required to be sealed.

67- Please reference Division 077253 Snow Guards and Roof Plan A2-02… Are snow guards required at the shingled roof areas?

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Response: Yes. 68- Note 15 on drawing C-2 makes reference to a detail on the architectural drawings for

the site sign. Please direct me to the detail. Response: Installation of sign is outside of bid. Sign will be provided/ installed under separate contract.

69- Food Service Question: K-8 was not found on the drawing, please verify quantity? Response: Shown on Sheet QF100. Quantity 1.

70- Water service to existing club house is not shown on the drawings, do you have any information on this, also were is the temp. waterline to be installed during construction? Response: There is no record available of where the existing clubhouse service comes from. After review of recent projects with Cleveland Water, there is a high probability that the domestic line branches off at the meter vault in Glenwood Drive and follows the fire line north to the existing clubhouse, however, the survey and none of the record drawings we received show the existing water service. The location of this service will need to be verified in the field prior to construction. Location of temporary water is at the discretion of the contractor as long as it does not affect the existing clubhouse and course operations.

71- Can the existing telephone and TV be run in the same trench as the temporary electric during construction? Response: No.

72- The existing cart path on the eastside of the new building will need to be removed during construction, should we install a temporary stone cart path near the location of the relocated path during construction? Response: Existing course needs to maintain operations during construction including cart traffic. If construction operations require the path to be removed during construction, contractor will need to provide a temporary path.

73- The existing fire line and hydrant to the east of the existing parking area will need to be removed for new construction, will their need to be a temporary fire line installed for the existing club house during construction? if so can you provide location and details? Response: Existing clubhouse and course need to maintain operations during construction. This includes maintaining all existing life safety measures. If existing line and hydrant are within the boundaries of construction, contractor will need to provide temporary services.

74- The electric line on the eastside of the existing parking lot will be in the way of new construction activities, can this be abandoned before excavation of new work begins since the temp. service will be on the west side of new parking lot? Response: Contractor is responsible for maintaining existing operations to the clubhouse and course. If the temporary service is in place and removal of existing service does not affect course operations, it could be removed.

75- We cannot find the sanitary line to the existing club house, can you provide this information and location for temp. service? Response: The existing sanitary lateral location to be confirmed by the contractor. For bidding purposes the sanitary lateral for the existing clubhouse is expected to

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extend west to the existing sanitary main.

76- Does the allowance for temp. utilities cover all costs for relocating utilities temporarily or just the utility company’s charges? Response: Costs are only to cover any charges incurred by utility companies directly. Contractor will be required to submit invoices.

77- Site Logistics/ Phasing: The relocation of the existing electric/phone/cable lines are not shown how this is going to be done. In order for any work in Phase A to start, these lines have to be re-routed due to the size of cut. The issue is that it appears that both the east and west lines have to be re-routed. Dwg C-1 shows the current east electrical service line running through the new building and will need to be removed prior to cutting for foundations (Phase B). The shown location of the electrical service to the east (back side of building) is completely different from Dwg C-1 to ES-02. The location of the transformer near existing building is different. The transformer near existing building appears to be fed from 2 different directions. Can the “west” leg of the electrical service be removed without affecting power to existing facilities? Has there been any coordination with the utility companies as to how this is going to be done to date? Since this item is not quantifiable for bidding, is Allowance #4 meant to cover ALL the cost of relocating the utilities? Will this Allowance include any work associated with relocating these utilities required of the selected general / electrical contractor? This will take an extensive amount of time to coordinate and relocate before the other work can be performed if no discussions have taken place. With the expectation of above average snowfall and colder temperatures forecasted in January & February, the schedule may not be feasible. In addition, local asphalt plants don’t reopen until sometime in April dependent on weather conditions which would making a April 30

th very difficult to achieve. Is Owner going to be flexible? Please clarify

concerns raised. Response: Relocation of the existing and temporary service is the responsibility of the contractor and is means and methods. Site phasing plan is included to indicate areas required to be maintained in operation during sequencing. Discussions have occurred between the design team and Ohio Edison. Allowance #4 is to be used only for costs incurred by utilities to provide temporary service to the clubhouse and its operations. Work by general/ electrical contractor with regards to temporary utilities is to be included in base bid. Existing clubhouse/ course operations need to be maintained through construction. Substantial Completion date is February 1, 2018. Selected contractor will be required to provide a schedule as to how they propose to achieve the schedule as listed in the contract documents.

78- Ground Sign: Note #15 on C-2 calls for a Ground Sign and refers to architectural drawings. No detail found for sign. Response: See Item 71 response.

79- Concrete Profile: Note #7 on Dwg C-2 appears by the Cart Staging Area and Dumpster area. Note #7 refers to Dedicated Road pavement detail. Also Note #8 for Heavy Duty Concrete pavement is shown for the Cart Staging area and Cart Access behind Dumpster. Is it supposed to be 8” thick concrete for golf carts? Please confirm pavement profiles for these areas. Response: Delete Note #7 from near cart staging area. Note #7 to remain at dumpster area. Note #8 to remain as indicated for other areas.

80- Please clarify intent of “Design by Others” for Notes #3 & 19 on C-2. Note #3 refers to a “concrete” retaining wall and Note #19 is a Versa-Lok wall. Response: Design by others is meant to indicate not by Civil contractor. Design

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relating to note #3 is indicated on architectural/ structural drawings. Design for note #19 is indicated on landscape drawings.

81- Utility Easements: Note #4 on C-3 states that “No wire or rebar in the concrete within 80’ utility easement”. Dwg shows First Energy easement to be relocated. The drawing only shows a 30’ sanitary and the 50’ First Energy easements. Please clarify where 80’ easement occurs. Please clarify if this note is to refer to retaining walls and foundations if applicable as the end of the proposed building is going through the First Energy easement. If easement is moving, please clarify where. Response: Delete note #4 in its entirety.

82- Water Lines: Please clarify Note designation (2A/2B) for water line across front of new building. Response: Arrows indicate note designation application.

83- Masonry Wall Partitions @ Basement Restrooms: Please define wall type for plumbing chase walls in Restrooms. Response: 6” Concrete Masonry Unit

84- Verify gauge of stainless steel countertop (14 or 16)? Response: Countertops specified as part of Food Service specs are as indicated in Section 11 40 00. Countertops specified in Division 06 are indicated in 06 40 23.

85- Confirm steel access ladders are primed not galvanized. Response: Prime ladders in preparation for painting as specified in Section 05 50 00.

86- What is the make and model for the slatwall and cork board? And what is the finish to be? Response: Cork board was specified in addendum 1. Basis of Design for Slat wall is Marlite Slatwall panel or comparable product by alternate manufacturer. Panel configuration is engineered groove machined into wood composite substrate. Panel thickness is ¾” thick with nominal ½” deep slotted groove. Grooves machined on 3 inch centers. Standard slatwall medium density wood fiberboard conforming to ANSI A208.2, industrial grade MDF. Panel finish to be low pressure laminate bonded to wood fiber substrate by hot melt adhesive. Finish as selected by architect from manufacturers standards. Groove to be PVC solid color trim strip in black.

87- Provide spec for the locker room benched to be installed? Response: Benches specified in 10 51 13.

88- Is the low voltage, tele/data by the owner as well? Please Clarify the Security & Access Control contractors Scope? Response: Low voltage cabling by Owner. Rough-ins by General Contractor. Security cameras by Owner.

89- Who is responsible for pulling & connecting the access control wiring for the doors? Response: This is a General Contract. Ultimately, it is the general contractors responsibility to scope the work and define the scope with their sub contractors.

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90- Is the interior signage by the owner? Plaques, interior room signage, graphics, and block lettering. Response: Plaques and block lettering are by General Contractor where specified and indicated on drawings. General interior room signage will be by Owner.

91- Who is responsible for the planters & benches called out on AS-02? Provide spec. Response: Not in contract.

92- Please provide stainless steel base profile? Response: Indicated on interior design drawings and in specifications.

93- Please elaborate on the Operable Partition Closet Doors, are these to be Plyboo as well? Please provide a detail. Response: They are plyboo with concealed hinges. Door to be coordinated with an provided by operable panel partition manufacturer using the Plyboo material.

Item 02

Specification Section 07 14 16 “Cold Fluid-Applied Waterproofing” Add Paragraph 2.1.A.2 to read “Acceptable alternate manufacturer Polycoat Products; Polycoat Aquaseal 5000. Provide complete system including membranes, flashings, and drainage composites as indicated in specification section.”

Item 03

Specification Section 07 42 43 “Composite Wall Panels” Add Paragraph 2.3.A.1.g to read “Composite Wall Panel Larson 4mm PE by Alucoil; Manning, SC”

Item 04

Specification Section 09 51 13 “Acoustical Panel Ceilings” Revise Paragraph 2.3.A to read “Provide Manufacturer’s standard Commercial Kitchen Panel- scrubable & cleanable with vinyl face.

1. Armstrong: Cleanroom VL Unperforated Item #870 2. USG: Sheetrock lay-in Item #3270 3. CertainTeed: VinylRock item #1140-CRF-1.”

Revise Paragraph 2.3.D through I as follows: “D. Composition: Mineral Fiber or Gypsum Core. E. LR: 0.77 minimum F. NRC: N/A G. CAC: 40 minimum H. Edge/ joint Detail: Square. I. Thickness: 1/2” or 5/8” Revise Paragraph 2.4.A.4 to read “USG Interior Panel: Eclipse Illusion Four/48 Item #78011” Revise Paragraph 2.5.A to read “Basis of Design Product: Subject to compliance with requirements, provide Armstrong World Industries, Inc; Cirrus, Item No. 589 or comparable product by one of the following:

1. Armstrong World industries 2. CertainTeed Corp 3. Chicago Metallic Corporation 4. USG Interiors, Inc; Eclipse Item #76975”

Revise Paragraph 2.6.A.4 to read “USG Interiors, Inc, Eclipse #78975 – 2’x4’ FL edge.” Revise Paragraph 2.7.A.4 to read “USG Interiors, Inc, USG True Wood 4” Nominal Plank.”

16

Revise Paragraph 2.9.A to read “Basis of Design Product: Subject to compliance with requirements, provide Armstrong World Industries, Inc; Prelude Plus XL Fireguard or comparable product by one of the following:

1. Armstrong World Industries 2. CertainTeed Corp 3. Chicago Metallic Corp 4. USG Interiors; ZXLA”

Revise Paragraph 2.10.A to read “Basis of Design Product: Subject to compliance with requirements, provide Armstrong World Industries, Inc; Suprafine XL 9/16” or comparable product by one of the following:

1. Armstrong World Industries 2. CertainTeed Corp 3. Chicago Metallic Corp 4. USG Interiors; Centricitee DXT 9/16”

Revise Paragraph 2.11.A to read “Basis of Design Product: Subject to compliance with requirements, provide Armstrong World Industries, Inc; Suprafine XL 9/16” or comparable product by one of the following:

1. Armstrong World Industries 2. CertainTeed Corp 3. Chicago Metallic Corp 4. USG Interiors; Centricitee DXT 9/16”

Add Paragraph 2.7.A.5 to read “Architectural Components Group, Linear Systems, Model L02-425-C.”

Item 05

Drawing 2/A6-02 “Enlarged Floor Plans” Furniture indicated on plan 2/A6-02 is FF&E and not to be included in bid except for the custom built bar and (2) community tables indicated as specification section 06 40 23.

Item 06 Add RUUD as an approved equal for RTU-1 through RTU-7. Add ToxAlert as an approved equal for the Hydrogen Sensors.

Item 07 Revise all 1’-6 ½” column cover sizes shown on plans and enlarged plans to 1’-8” diameter.

Item 08

Drawing ID2-00 Interior Finish Schedule & Material Legend Women’s Locker Room 130 and Men’s Locker Room 134, delete MT-1 designation from the wall finish. All walls to receive HPC-1.

Item 09 Attached Special Inspections Statement for Reference Only

DRAWINGS

Replace existing drawings with attached, revisions as clouded on new drawings:

Item 10 Sheet A2-01 First Floor Plan

Item 11 Sheet E0-01 Electrical Schedule, Legend, and Details

Item 12 Sheet E0-04 Equipment Connection and Panel Schedules

Item 13 Sheet E0-05 Lighting Control Diagram

Item 14 Sheet E0-06 Lighting Control Details

17

Item 15 Sheet E1-01 Basement & First Floor Lighting Plans

Item 16 Sheet E2-01 Basement & First Floor Power Plans

Item 17 Sheet E3-01 Basement & First Floor Communication Plans

Item 18 Sheet E3-02 Roof Fire Alarm/ Communication Plan

END OF ADDENDUM NO 2

Bureau of Building Code Compliance 6606 Tussing Road PO Box 4009 Reynoldsburg, OH 43068-9009 U.S.A.

An Equal Opportunity Employer and Service Provider

614 | 644 2622 Fax 614 | 644 3145 TTY/TDD 800 | 750 0750 www.com.ohio.gov

Statement of Special Inspections

State CPA No.: Project Name: Project Location: Pursuant to section 1704.1.1 Ohio Building Code, this statement of special inspections must be prepared by the registered design professional in responsible charge acting as the owner’s agent. This statement (2-part documents) should be submitted as a condition for plan approval and should include the following:

Part I: A complete list of materials and work requiring special inspections and the required frequency of inspections by sections 1704.2 through 1704.16 Ohio Building Code.

Part II: A list of special inspectors who are qualified and are competent to the particular type of construction or operations. These special inspectors shall be employed by the owner or by the registered design professional in responsible charge acting as the owner’s agent. Submit proper resumes and/or certificates of the special inspectors.

** Please mark “X” on all work items requiring special inspection and the required frequency of inspections for this project per requirements in section 1704 OBC.

PART I: SCHEDULE OF SPECIAL INSPECTIONS

No. ITEM Req’d Continuous Inspection

Periodic Inspection

1 Fabricators: (1704.2 OBC)

Structural load-bearing members

Structural load-bearing assemblies

2 Steel Construction (1704.3 OBC)

High strength bolts

Structural steel materials

Structural steel welding

Structural steel frame joint details

3 Concrete construction (1704.4 OBC)

Reinforcing steel placement

Reinforcing steel welding

Reinforcing steel bolting

On site concrete testing

Concrete application techniques

Concrete curing temperature and techniques

Pre-stressed concrete

Pre-cast concrete

4 Masonry Construction (1704.5 OBC)

Masonry mortar joints

Reinforcement and connectors

Grouting

Pre-stressing tendons and anchorages

Cold weather protection

5 Wood Construction (1704.6 OBC)

Prefabricated wood structural members

Wood structural panels

Fasteners and connectors

Framing details

6 Soils (1704.7 OBC)

Site preparation

Compacted fill materials

Soil load bearing requirements

7 Driven Deep Foundation (1704.8 OBC)

8 Cast-In-Place Deep Foundation (1704.9 OBC)

9 Helical Pile Foundation (1704.10 OBC)

10 Vertical Masonry Foundation Element (1704.11)

11 Sprayed Fire-Resistant Materials (1704.12 OBC)

Surface conditions

Application

Spray thickness

Spray density

Spray bonding strength

12 Mastic/Intumescent Fire-Resistant Coatings (1704.13 OBC)

13 EFIS System (1704.14 OBC)

14 Special Cases (1704.15 OBC)

Materials & systems not prescribed in code

Unusual design applications

Additional requirements by manufacturers

15 Smoke Control System (1704.16 OBC)

Ductwork, Leak Testing, Fire Alarm

Submit the resume of special inspectors for all marked special inspection items in the part I table showing the qualification and/or special training per 1704.1 OBC.

PART II: LIST OF SPECIAL INSPECTORS

No. ITEM Inspection Company Name of Inspector

1 Fabricators: (1704.2 OBC)

2 Steel Construction (1704.3 OBC)

3 Concrete construction (1704.4 OBC)

4 Masonry Construction (1704.5 OBC)

5 Wood Construction (1704.6 OBC)

6 Soils (1704.7 OBC)

7 Driven Deep Foundation (1704.8 OBC)

8 Cast-In-Place Deep Foundation (1704.9 OBC)

9 Helical Pile Foundation (1704.10 OBC)

10 Vertical Masonry Foundation Elements (1704.11 OBC)

11 Sprayed Fire-Resistant Materials (1704.12 OBC)

12 Mastic & Intumescent Fire Resistant Coatings (1704.13 OBC)

13 EIFS system (1704.14 OBC)

14 Special Cases (1704.15 OBC)

15

Smoke Control System (1704.16 OBC)

The above statement of special inspections has been prepared by the registered project design professional in responsible charge in accordance with the provision of section 1704.1.1 Ohio Building Code 2011. The project registered design professional in responsible charge also acknowledges that he or she is responsible for reviewing and approving the special inspection reports submitted by the special inspectors at the required inspection periods. Any discrepancies in special inspection reports shall be brought to the attention of the building official. A final special inspection report documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the building official. Project Registered Design Professional in Responsible Charge: Name of Designer: Ohio Registration No.:

Name of Company:

Signature:

Date: Property Owner: Name of Owner:

Name of Company:

Signature:

Date:

Revised 10/02/2015

UP

UP

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UP

1

3

1

A5-02

1

MECHANICALROOM

B002

CENTRALSUPPLY/

STORAGE

B009

W TLT

B008A

M TLT

B007A

EQUIPMENTSTORAGE

B005

WASH BAY

B001

CORRIDOR

B004

GOLFCART

STORAGE

B003

STAIR

ST-1

A5-01

1

A5-01

2

A5-02

3

2

A5-02

A5-01

3

7

6

5

4.5

4

3

2

1.51

K

J

H

G

A

B

C

D

E

F

A4-023

A4-02

1

A4-01

1

A4-013

B001B003

B002

B005

B007

B008

B010

B009

ST-1a

B004

10'-0"

13'-8"

13'-0"

13'-0"

14'-0"

11'-8"

12'-4"

11'-8"

20'-4

"

18'-0

"

18'-0

"

20'-0

"

23'-8

"

19'-4

"

20'-8

"

19'-8

"

19'-8

"

99'-4"

DD

D1

DD

Tie Into Storm System,COORD with CIVIL

1

A8-01

2

A8-01

3

A8-01

4

A8-01

04 20 00 - Bullnose Corner,all outside corners,

TYP. within basement

33 46 00 - Foundation Drainage System

WF40 (-4-0") CONC Footing

SERVER/TECHROOM

B010

WOMEN'SLOCKER

B008

MEN'SLOCKER

B007

MAINTENANCEWORKSHOP

B006

B007A

B008A

D

D

GOLFCART

MAINTENANCE

B011STORAGE

B012

10'-7

1/2

"

14'-8

3/8

"

B006

B012

Frost Slab; COORDwith STRUCTURAL

2

A2-00

161'-1

5/8

"

20'-3

1/4

"

19'-8

"

19'-8

"

20'-4

"

18'-0

"

18'-0

"

20'-0

"

23'-8

"

1'-6

1/2

"

57'-10 1/8"

1'-4"

27'-4"

25'-10 1/2"

3'-3 5/8"

161'-1

5/8

"

8"

5'-4

1/2

"

15'-2

3/4

"

1'-4"1'-4"

1'-4

"

1'-4

"1'-4

"

1'-4"

103'-0

7/8

"

1'-6

1/2

"

1'-6

1/2

"

1'-6

1/2

"

36'-0

"

1'-6

1/2

"

7'-6"

3'-3 5/8"

17'-8

"

5'-4"

1'-3 5/8"

1'-3

5/8

"

10'-0

"

5'-1 7/8" 3'-6"

EQ

EQ

4'-8 1/2"

3'-4

"

1'-0"

6'-1"

33 46 00 - Perforated Drainage Pipe at back side of retaining wall; Tie into Storm SYS

EL. 1064'

33 46 00 - Perforated footer drain for underground ductwork; COORD exact location and length w/ MECH drawings

APPROX location ofremote soda for beveragedistribution SYS. Provide PVCconduit to soda gun locations.COORD exact routing withBeverage distributor- COORDw/ Allowances specification

1071

(-3'

-0")

1072 (

-2'-0")

1073 (

-1'-0")

1074 (

-0'-0")

1070 (-4'-0")

1069 (-5'-0")

1068 (-6'-0")

1067 (-7'-0")

1066 (-8'-0")

1064 (-14'-0")

1065 (-9'-0")

Step Footing

WF40 (-6-0") CONC Footing;

WF40 (-8-0") CONC Footing;

Step Footing

Step Footing; See STRUCT, TYP

WF40 (-10-0") CONC Footing;

Step Footing

WF50 (-12-0") CONC Footing;

WF65 (-14-0") CONC Footing;

WF75 (CONC Footing);(-14'-0")

RW

-4R

W-3

RW

-3R

W-2

RW

-2R

W-1

Reference DrawingA5-19 foor Retaining wallSchedule and Details

A7-0416

A7-04

17

WF75 (CONC Footing);(-14'-0")

RW-1

COORD w/ A2-01 forremaining wall FTG

A5-19

7

A5-20

1

A5-20

2

3'-2

"

9'-1

1 1

/8"

5'-4

"

3'-8

"

4'-8 1/2"

13'-0"

4 3/8"

04 20 00 - All walls inBasement concretemasonry units

1'-0"

4'-8

"

3'-10"

4'-2"

1'-0"

A5-19

8

Return wall at top of stairs, TYP

5'-7 7/8"

1'-4"

1'-4"

4.5

4

C

D

DD

D

D

D

A7-04

22

A7-04

26

29

28

27

25

24

23

WOMEN'SLOCKER

B008

MEN'SLOCKER

B007

M TLT

B007A

W TLT

B008A

17'-8

"

ADA

ADA

A7-04

17

4'-8 1/2"

13'-0"

10 51 13 - Metal lockers

10 51 13 - Metal lockers

33 46 00 - Foundation drainage - Tieinto Storm

33 46 00 - Foundation drainage - Tieinto Storm

33 46 00 - Foundation drainage - Tieinto Storm

REGIS

TERED ARCH

ITECT

ST

ATE

OF OH

IO

LAWRENCE

FISCHER

6819

Lawrence Fischer, License #6819Expiration Date 12/31/2017

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

DRAWN BY

PROJECT NUMBER

CHECKED BY

ISSUE DATE

14-120

Author

Checker

Basement Floor Plan

A2-00

Gle

neag

les G

olf

Clu

b

City

of T

win

sburg

2615 G

lenw

ood D

rive

-T

win

sburg

, O

hio

44087

0

Scale

4' 8' 16'

1/8" = 1'-0"

Basement Floor Plan1

GENERAL FLOOR PLAN NOTES

A All partitions to be Type ‘A’ unless noted otherwise.

B Refer to Life Safety Plans for rated wall locations.

C Dashed furniture and equipment items shown for reference only and is not part of the General Contract. Theseitems will be provided and installed by Owner. Contractor may need to coordinate specific fixture and equipmentrequirements if noted.

D Contractor to verify all dimensions and conditions in the field prior to commencement of work. If drawings conflictwith actual field conditions, contact Architect before proceeding with work.

E All dimensions are to finish face of wall unless noted otherwise.

F Provide concealed in-wall reinforcing/blocking for attachment of all millwork, casework, kitchen equipment, and/oraccessories as required.

0

Scale

4' 8' 16'

1/4" = 1'-0"

Enlarged Plan - Basement Restroom2

Permitting 02 Nov 2015

Bidding 17 Oct 2016

1 Addendum 2 15 Nov 2016

0

Scale

8' 16' 32'

1/16" = 1'-0"

First Floor - Foundation Drain Plan3

1

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E0-01

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

ELECTRICAL SYMBOL LEGEND

ELECTRICALSCHEDULES, LEGENDSAND DETAILS

LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE (CONTINUED)

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E0-04

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

EQUIPMENTCONNECTION ANDPANEL SCHEDULES

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E0-05

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

LIGHTING CONTROLDIAGRAM

0-10

V

Site LightingmUnspecified wattage of LED0-10

1120V

0-10

V

Site LightingkUnspecified wattage of LED0-10

2120V

0-10

V

Site LightingjUnspecified wattage of LED0-10

3120V

#1QSN-4T16-SE1-01\B002 Mech Room - ESN0-10V 1Energi Savr Node 0-10V andSoftswitch

120V

To sheet 3 (4 Devices on T-Tap)

T1

QLink 10-

10V

Site Lightinga80 W of LED 0-10D (5)

1120V

0-10

V

Site Lightingb144 W of LED 0-10D (9)

2120V

0-10

V

Site Lightingc128 W of LED 0-10D (8)

3120V

0-10

V

Site Lightingd176 W of LED 0-10D (11)

4120V

#2QSN-4T16-SE1-01\B002 Mech Room - ESN 0-10V 2Energi Savr Node 0-10V and Softswitch

120V

Exterior Terraced48 W of LED NDM (8) & Z (2) (VIA INVERTER)

1120V

0-10

V

Exterior Canopy / Soffita323 W of LED 0-10O2 (19) W (1)

2120V

#3QSN-4T16-SE1-01\B002 Mech Room - ESN 0-10V 6Energi Savr Node 0-10V and Softswitch

120V

B003 Golf Cart Storea1162 W of LED NDJ (7)

1120V

B003 Golf Cart Storeb1162 W of LED NDJ (7)

2120V

B011 Golf Cart Maint.a110 W of LED NDJ1 (1)

3120V

B001 Wash Bayb332 W of LED NDJ (2)

4120V

#4QSN-4T16-SE1-01\B002 Mech Room - ESN 0-10V 4Energi Savr Node 0-10V and Softswitch

120V

LOS-CDT-2000-WHE1-01\B003 Golf Cart Store -Occ Sensor 001Ceiling Dual TechnologyOccupancy sensors

LOS-CDT-2000-WHE1-01\B003 Golf Cart Store -Occ Sensor 002Ceiling Dual TechnologyOccupancy sensors

LOS-CDT-2000-WHE1-01\B001 Wash Bay - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

Exterior Terraceb216 W of LED NDL (18)

1120V

Exterior Terracea168 W of LED NDL (14)

2120V

0-10

V

Site Lightingf75 W of LED 0-10E (3)

3120V

0-10

V

Site Lightinge16 W of LED 0-10D (1)

4120V

#5QSN-4T16-SE1-01\B002 Mech Room - ESN0-10V 5Energi Savr Node 0-10V andSoftswitch

120V

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-8 on ESN 0-10V 1 on page2, do not connect

1

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-2 on ESN 0-10V 2 on page2, do not connect

2

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-1 on ESN 0-10V 2 on page2, do not connect

3

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-3 on ESN 0-10V 2 on page2, do not connect

4

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-4 on ESN 0-10V 2 on page2, do not connect

5

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-5 on ESN 0-10V 1 on page2, do not connect

6

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-6 on ESN 0-10V 1 on page2, do not connect

7

#6QSGRJ-8E-WHE1-01\PreFunction Corrd / Corrd 108 / 103 Lounge -Control Station 001GRAFIK Eye QS Wireless 8 zone with EcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

Reserve for programming tocontrol zone PreFunction Corrd/ Corrd 108 / 103 Lounge -Za-7 on ESN 0-10V 1 on page2, do not connect

8

Spare (up to 64ballasts)

LRF2-OKLB-P-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFOccupancy Sensor 001Wall Corner OccupancySensor

RF

LRF2-OKLB-P-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFOccupancy Sensor 002Wall Corner OccupancySensor

RF

RFLRF2-DCRB-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFDaylight Sensor 002Daylight Sensor

#7QSM2-4W-CE1-01\PreFunction Corrd / Corrd108 / 103 Lounge - QSM 001QS Sensor Module wired andwireless inputs

RF

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-1220 W of LED 0-10O (11)

1120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-494 W of LED 0-10R (2)

2120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-2100 W of LED 0-10O (5)

3120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-394 W of LED 0-10R (2)

4120V

#8QSN-4T16-SE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge -ESN 0-10V 2Energi Savr Node 0-10Vand Softswitch

120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-694 W of LED 0-10R (2)

1120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-594 W of LED 0-10R (2)

2120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-7100 W of LED 0-10O (5)

3120V

0-10

V

PreFunction Corrd / Corrd 108/ 103 LoungeZa-880 W of LED 0-10O (4)

4120V

#9QSN-4T16-SE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge -ESN 0-10V 1Energi Savr Node 0-10Vand Softswitch

120V

RFLRF2-DCRB-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFDaylight Sensor 004Daylight Sensor

RFLRF2-DCRB-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFDaylight Sensor 003Daylight Sensor

RFLRF2-DCRB-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFDaylight Sensor 001Daylight Sensor

#10QSM2-4W-CE1-01\PreFunction Corrd/ Corrd 108 / 103 Lounge- QSM 002QS Sensor Module wiredand wireless inputs

RF

LRF2-OCR2B-P-WHE1-01\128 Corridor / 100Vestibule / 101 Lobby - RFOccupancy Sensor 001Ceiling Occupancy Sensor

RF

RFLRF2-DCRB-WHE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge - RFDaylight Sensor 005Daylight Sensor

PJ2-2BRL-GWH-L01 | CW-1-WHE1-01\PreFunction Corrd / Corrd108 / 103 Lounge - Control Station0022 Button with Raise/Lower and LightIcon - Pico KeypadScene 1 + Off with Raise/Lower1 gang backbox

RF

#11QSM2-4W-CE1-01\PreFunction Corrd /Corrd 108 / 103 Lounge -QSM 003QS Sensor Module wiredand wireless inputs

RF

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZb-380 W of LED 0-10O (4)

D1

1120V

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZB-4156 W of LED 0-10Q3 (6)

2120V

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZb-5196 W of LED 0-104 fixtures of varying types

3120V

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZb-6120 W of LED 0-10O (6)

4120V

#12QSN-4T16-SE1-01\128 Corridor /100 Vestibule / 101Lobby - ESN 0-10V 1Energi Savr Node0-10V and Softswitch

120V

QLink 1 QLink 1 QLink 1 QLink 1

Occ 1

Occ 2

Occ 3

QLink 1 QLink 1

QLink 1 QLink 1 QLink 1 QLink 1 QLink 1

See Below

Loop

QLink 1

See Above

QLink 1

T2

QLink 1

T3

QLink 1

0-10

V

125 RestaurantZc-5354 W of LED 0-10S1 (6)

1120V

0-10

V

125 RestaurantZc-140 W of LED 0-10O (2)

2120V

0-10

V

125 RestaurantZc-7279 W of LED 0-10Q1 (9)

3120V

0-10

V

125 RestaurantZc-6118 W of LED 0-10S1 (2)

4120V

#13QSN-4T16-SE1-01\125 Restaurant - ESN0-10V 1Energi Savr Node 0-10V andSoftswitch

120V

0-10

V

125 RestaurantZc-2214 W of LED 0-10T (2)

1120V

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZb-280 W of LED 0-10O (4)

2120V

0-10

V

128 Corridor / 100 Vestibule /101 LobbyZb-1343 W of LED 0-10S (7)

3120V

0-10

V

125 RestaurantZc-3214 W of LED 0-10T (2)

4120V

#14QSN-4T16-SE1-01\125 Restaurant- ESN 0-10V 2Energi Savr Node0-10V and Softswitch

120V

PHPM-PA-120-WH120V

#15QSGRJ-8E-WHE1-01\125 Restaurant - Control Station 001GRAFIK Eye QS Wireless 8 zone with EcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

125 RestaurantZc-445 W of ELVV (5)

1

Reserve for programming tocontrol zone 125 Restaurant -Zc-2 on ESN 0-10V 2 on page3, do not connect

3

Reserve for programming tocontrol zone 125 Restaurant -Zc-6 on ESN 0-10V 1 on page3, do not connect

4

Reserve for programming tocontrol zone 125 Restaurant -Zc-1 on ESN 0-10V 1 on page3, do not connect

5

Reserve for programming tocontrol zone 125 Restaurant -Zc-3 on ESN 0-10V 2 on page3, do not connect

6

Reserve for programming tocontrol zone 125 Restaurant -Zc-5 on ESN 0-10V 1 on page3, do not connect

7

Reserve for programming tocontrol zone 125 Restaurant -Zc-7 on ESN 0-10V 1 on page3, do not connect

8

Spare (up to 64ballasts)

#16QSE-IOE1-01\B002 Mech Room - IO001QS Contact ClosureInput/Output Control InterfaceZone Toggle

#27QSWS2-5BRLN-WHE1-01\B004 Corrd - Control Station 001seeTouch QS Non-Insert 5 Button withRaise/LowerScenes 1-4 + Off with Scene Raise/Lower1 gang backbox

E

Setup Kit 001E1-01\B002 Mech Room

#17QSE-CI-AP-DE1-01\B002 MechRoom - ESNProgrammingInterface 001Energi Savr NodeESN ProgrammingInterface

#18QSGR-TC-3S-WH-CPN5825E1-01\B002 Mech Room -Control Station 001QS Timeclock for EnergiSavr Node and Sivoia QSsystemsScenes 1-4 + Off4 gang backbox

120V

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - Zb-5 onESN 0-10V 1 on page 2, do notconnect

1

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - ZB-4 onESN 0-10V 1 on page 2, do notconnect

2

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - Zb-1 onESN 0-10V 2 on page 3, do notconnect

3

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - Zb-2 onESN 0-10V 2 on page 3, do notconnect

4

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - Zb-3 onESN 0-10V 1 on page 2, do notconnect

5

Reserve for programming tocontrol zone 128 Corridor / 100Vestibule / 101 Lobby - Zb-6 onESN 0-10V 1 on page 2, do notconnect

6

Spare (up to 64ballasts)

#19QSGRJ-8E-WHE1-01\128 Corridor / 100Vestibule / 101 Lobby -Control Station 002GRAFIK Eye QSWireless 8 zone withEcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

#20QSWS2-5BRLN-WHE1-01\136 Pro Shop / ProShop Vest - Control Station003seeTouch QS Non-Insert 5Button with Raise/LowerScenes 1-4 + Off withScene Raise/Lower1 gang backbox

0-10

V

136 Pro Shop / Pro Shop VestZe-6120 W of LED 0-10O (6)

1120V

136 Pro Shop / Pro Shop VestZe-3a36 W of LED NDY (3)

2120V

#21QSN-4T16-SE1-01\136 Pro Shop/ Pro Shop Vest -ESN 0-10V 2Energi Savr Node0-10V and Softswitch

120V

0-10

V

136 Pro Shop / Pro Shop VestZe-887 W of LED 0-10P2 (3)

1120V

0-10

V

136 Pro Shop / Pro Shop VestZe-3261 W of LED 0-10P2 (9)

2120V

0-10

V

136 Pro Shop / Pro Shop VestZe-2240 W of LED 0-10Q2 (6)

3120V

#22QSN-4T16-SE1-01\136 Pro Shop /Pro Shop Vest - ESN0-10V 1Energi Savr Node 0-10Vand Softswitch

120V

QLink 1 QLink 1 QLink 1 QLink 1

Loop

QLink 1Q

QLink 1

Loop

QLink 1 QLink 1 QLink 1

QLink 1

T2

Link1

T1

Link1

QLink 1

PHPM-PA-120-WH120V

#23QSGRJ-8E-WHE1-01\136 Pro Shop / ProShop Vest - Control Station002GRAFIK Eye QS Wireless 8zone with EcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

136 Pro Shop / Pro Shop VestZe-536 W of MLVN (3)

1

136 Pro Shop / Pro Shop VestZe-460 W of MLVN (5)

2

136 Pro Shop / Pro Shop VestZe-736 W of ELVV (4)

3

Reserve for programming tocontrol zone 136 Pro Shop /Pro Shop Vest - Ze-3 onunknown device, do notconnect

4

Reserve for programming tocontrol zone 136 Pro Shop /Pro Shop Vest - Ze-3a onunknown device, do notconnect

5

Reserve for programming tocontrol zone 136 Pro Shop /Pro Shop Vest - Ze-2 onunknown device, do notconnect

6

Reserve for programming tocontrol zone 136 Pro Shop /Pro Shop Vest - Ze-8 onunknown device, do notconnect

7

Reserve for programming tocontrol zone 136 Pro Shop /Pro Shop Vest - Ze-6 onunknown device, do notconnect

8

Spare (up to 64ballasts)

#24QSWS2-5BRLN-WHE1-01\136 Pro Shop / Pro ShopVest - Control Station 001seeTouch QS Non-Insert 5 Buttonwith Raise/LowerScenes 1-4 + Off with SceneRaise/Lower1 gang backbox

#25QSWS2-5BRLN-WHE1-01\128 Corridor / 100 Vestibule / 101 Lobby -Control Station 001seeTouch QS Non-Insert 5 Button with Raise/LowerScenes 1-4 + Off with Scene Raise/Lower1 gang backbox

LRF2-OKLB-P-WHE1-01\128 Corridor / 100Vestibule / 101 Lobby - RFOccupancy Sensor 002Wall Corner OccupancySensor

RF

#26QSM2-4W-CE1-01\128 Corridor / 100 Vestibule / 101 Lobby -QSM 001QS Sensor Module wired and wireless inputs

RF

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-3 on ESN 0-10V 2 onpage 4, do not connect

1

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-4 on ESN 0-10V 1 onpage 4, do not connect

2

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-5 on ESN 0-10V 1 onpage 4, do not connect

3

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-14 on ESN 0-10V 1 onpage 4, do not connect

4

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-13 on ESN 0-10V 1 onpage 4, do not connect

5

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-12 on ESN 0-10V 2 onpage 4, do not connect

6

Reserve for programming tocontrol zone 115 Banquet HallA - Zd-11 on ESN 0-10V 2 onpage 4, do not connect

7

#1QSGRJ-8E-WHE1-01\115 Banquet Hall A - Banquet Hall AGRAFIK Eye QS Wireless 8 zone with EcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

Reserve for programming tocontrol zone 115 Banquet HallA - Soffit Down on ESN 0-10V2 on page 4, do not connect

8

Spare (up to 64ballasts)

0-10

V

115 Banquet Hall AZd-14520 W of LED 0-10P (10)

1120V

0-10

V

115 Banquet Hall AZd-13288 W of LED 0-10Q (6)

2120V

0-10

V

115 Banquet Hall AZd-5272 W of LED 0-10P1 (8)

3120V

0-10

V

115 Banquet Hall AZd-4220 W of LED 0-10K (2)

4120V

#2QSN-4T16-SE1-01\115 Banquet Hall A - ESN 0-10V 1Energi Savr Node 0-10V and Softswitch

120V

0-10

V

115 Banquet Hall AZd-11520 W of LED 0-10P (10)

1120V

0-10

V

115 Banquet Hall AZd-12288 W of LED 0-10Q (6)

2120V

0-10

V

115 Banquet Hall AZd-3220 W of LED 0-10K (2)

3120V

0-10

V

115 Banquet Hall ASoffit Down136 W of LED 0-10P1 (4)

4120V

#3QSN-4T16-SE1-01\115 Banquet HallA - ESN 0-10V 2Energi Savr Node 0-10Vand Softswitch

120V

#4QSE-IOE1-01\115 Banquet Hall A - IO 001QS Contact Closure Input/Output ControlInterfacePartitioning

GRX-12VDCE1-01\115 Banquet Hall A -Power Pack 00112V DC Plug-in Class 2Transformer

GRX-IRPS-WHE1-01\115 Banquet Hall A -Partition Sensor 001Infrared Partition Sensor

0-10

V

115 Banquet Hall BZd-6272 W of LED 0-10P1 (8)

1120V

0-10

V

115 Banquet Hall BZd-9288 W of LED 0-10Q (6)

2120V

0-10

V

115 Banquet Hall BZd-8520 W of LED 0-10P (10)

3120V

0-10

V

115 Banquet Hall BZd-2220 W of LED 0-10K (2)

4120V

#5QSN-4T16-SE1-01\115 Banquet Hall B - ESN 0-10V 1Energi Savr Node 0-10V and Softswitch

120V

0-10

V

115 Banquet Hall BSoffit136 W of LED 0-10P1 (4)

1120V

0-10

V

115 Banquet Hall BZd-7520 W of LED 0-10P (10)

2120V

0-10

V

115 Banquet Hall BZd-10288 W of LED 0-10Q (6)

3120V

0-10

V

115 Banquet Hall BZd-1220 W of LED 0-10K (2)

4120V

#6QSN-4T16-SE1-01\115 Banquet Hall B - ESN 0-10V 2Energi Savr Node 0-10V and Softswitch

120V

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-10 on ESN 0-10V 2 onpage 4, do not connect

1

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-7 on ESN 0-10V 2 onpage 4, do not connect

2

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-6 on ESN 0-10V 1 onpage 4, do not connect

3

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-1 on ESN 0-10V 2 onpage 4, do not connect

4

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-2 on ESN 0-10V 1 onpage 4, do not connect

5

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-8 on ESN 0-10V 1 onpage 4, do not connect

6

Reserve for programming tocontrol zone 115 Banquet HallB - Zd-9 on ESN 0-10V 1 onpage 4, do not connect

7

#7QSGRJ-8E-WHE1-01\115 Banquet Hall B - Banquet Hall B MasterGRAFIK Eye QS Wireless 8 zone with EcoSystemScenes 1-4 + Off4 gang backbox

RF

120V

Reserve forprogramming tocontrol zone 115Banquet Hall B -Soffit on ESN 0-10V2 on page 4, do notconnect

8

Spare (up to 64ballasts)

Loop

QLink 1

QLink 1

QLink 1 QLink 1

CCI 1

QLink 1 QLink 1 QLink 1

Loop

QLink 1

Loop

T3

Link1

(PRO SHOP)(PRO SHOP)(BANQUET B)

(STORAGE 117)(STORAGE 117)

(CORR. 129)

(STORAGE 119)

(STORAGE 119)

(BANQUET A)

(STORAGE 117 & 118) (STORAGE 117 & 118) (JAN. CLOSET 122)

(BASEMENT ELEC. ROOM)(LOBBY 101) (PRO SHOP VEST.)

(PRO SHOP OFFICE) (PRO SHOP OFFICE)

(ELEC. ROOM)

(ELEC. ROOM) (ELEC. ROOM) (ELEC. ROOM)

(ELEC. ROOM) (CORR. 108)

(KITCHEN) (KITCHEN) (RESTAURANT/ BAR)(CORR. B004)

REFER TOLIGHTINGPLANS FORHOMERUNDESIGNATIONS,TYPICAL

FOR CONTACTORCOIL VOLTAGEUTILIZE SAMECIRCUITAS LUTRONNODE.

15107DAIDAI

City

of T

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sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

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Permitting

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17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

LIGHTING CONTROLDETAILS

QS LINK POWER REQUIREMENTSDEVICE PDUS

QS DEVICES THAT SUPPLY PDU

DIN RAIL POWER SUPPLY +75

QS PLUG-IN POWER SUPPLY, QS J-BOX POWER SUPPLY +8

ENERGI SAVR NODE WITH ECOSYSTEM, ENERGI SAVR NODE WITHDALI +30

ENERGI SAVR NODE FOR 0–10V, ENERGI SAVR NODE WITHSOFTSWITCH, ENERGI SAVR NODE FOR 0–10V (DIN RAIL), ENERGISAVRNODE WITH SOFTSWITCH (DIN RAIL)

+14

ENERGI SAVR NODE PHASE ADAPTIVE (DIN RAIL), 1A MYROOM DINRAILPOWER MODULE SWITCHING, 1A MYROOM DIN RAIL POWER MODULEPHASE ADAPTIVE

+4

ENERGI SAVR NODE WITH DALI (DIN RAIL), ENERGI SAVR NODE WITHECOSYSTEM (DIN RAIL) +3QS MOTOR GROUP CONTROLLER (DIN RAIL), HOMEWORKS QS DINRAILPOWER MODULES

0GRAFIK EYE QS (ALL MODELS EXCEPT GRAFIK EYE QS DALI WITHKNX),QS TIMECLOCK

+3

QP2 QUANTUM LIGHTING HUB LINK A : 0LINKS B,C,D : +33 EACH

QP3 QUANTUM LIGHTING HUB LINKS A,B : +33 EACH

QS DEVICES THAT CONSUME PDUQS WALLSTATION (SEETOUCH, ARCHITRAVE, SIGNATURE SERIES, QSPICO, KEYSWITCH, SINGLE COLUMN PALLADIOM), QS SLIDER, GRAFIKTSLIDER, QS INFRARED (IR) EYE, WALLBOX INPUT CLOSUREINTERFACE

-1

QS NETWORK INTERFACE, QS DMX INTERFACE, ENERGI SAVR NODEPROGRAMMING INTERFACE, QS WALLSTATION (DOUBLE COLUMNPALLADIOM)

-2

QS SENSOR MODULE (QSM), NOT INCLUDING ATTACHED WIREDSENSORS (SEE SECTION BELOW FOR MORE INFORMATION), QSCONTACT CLOSURE INTERFACE, PALLADIOM ROOM THERMOSTAT

-3

GUESTROOM CONTROL UNIT -8

SENSORS & DEVICES THAT CONSUME PDUS WHEN WIRED TO A QSMLUTRON DAYLIGHT SENSOR, LUTRON INFRARED (IR) RECEIVER, PICOWIRED CONTROLLER -0.5

ECOSYSTEM WALLSTATION -1

LOS C SERIES OCCUPANCY SENSOR, HIGH BAY OCCUPANCY SENSOR -2

NOTES ON WIRINGQS CONTROL LINKTHE QS CONTROL LINK HAS A FREE WIRING TOPOLOGY (DAISY CHAIN, T-TAP, ETC). THE SYSTEM WIRINGILLUSTRATED BY THIS DRAWING HAS BEEN LAID OUT TO ENSURE APPROPRIATE POWER TO EACH DEVICE. IF FORANY REASON THE SYSTEM IS TO BE WIRED DIFFERENTLY THAN WHAT IS SHOWN, PLEASE CONFIRM ALL DEVICEPOWER REQUIREMENTS ARE MET (PLEASE REFER TO “QS LINK POWER REQUIREMENTS” FOR INDIVIDUAL DEVICEPOWER REQUIREMENTS).FOR QS CONTROL WIRE LENGTHS TOTALING LESS THAN 500FT (153M), USE LUTRON CABLE GRX-CBL-346S (4CONDUCTOR NON-PLENUM) OR GRX-PCBL-346S (4 CONDUCTOR PLENUM). OTHERWISE USE 2 #18 AWG (1.0 SQ MM) +2 #22 AWG (0.5 SQ MM) TWISTED AND SHIELDED OR EQUIVALENT (BELDEN #9461). FOR QS CONTROL WIRE LENGTHSTOTALING UP TO 2,000FT, USE GRX-CBL-46L. TOTAL QS CONTROL WIRE LENGTH MUST NOT EXCEED 2,000FT (600M).

PANEL LINK RULESPANELS ARE DAISY CHAINED ON ONE OF THE CONFIGURABLE LINKS PER LUTRON'S DRAWING, HOWEVER THEY DONOT HAVE TO BE IN THE ORDER SHOWN. DO NOT HOME-RUN OR T-TAP THIS WIRING LINK. ALL CIRCUITS NEED TO BELANDED IN THESE PANELS PER LUTRON'S PANEL SCHEDULES. THE MAXIMUM WIRE LENGTH OF A PANEL LINK IS2,000FT (600M). AN MX-RPTR IS USED TO EXTEND THE LENGTH OF A LINK BY ANOTHER 2,000FT (600M). A MAXIMUM OF3 MX-RPTRS MAY BE USED PER LINK FOR A MAXIMUM LENGTH OF 8,000FT (2,430 M) PER LINK. IF A PANEL IS MOVEDTO ANOTHER LINK, OR THE LOADS ARE NOT WIRED AS SHOWN IN LUTRON'S PANEL SCHEDULES, LUTRON MUST BENOTIFIED AS THIS INFORMATION IS IMPORTANT FOR PROGRAMMING THE SYSTEM. LT-1 LINK TERMINATORS ARENEEDED ON EACH END OF THE LINK.USE LUTRON CABLE GRX-CBL-46L (5 CONDUCTOR NON-PLENUM) OR GRX-PCBL-46L (5 CONDUCTOR PLENUM RATED).OTHERWISE, USE 2 #12 AWG (4 SQ MM)+ 2 #22 AWG (0.5 SQ MM) TWISTED AND SHIELDED AND BETWEEN THE PANELSADD 1 #18 AWG (1.0 SQ MM) FOR EMERGENCY SENSING CABLE BY OTHERS.

DMX CABLEDMX LINK WIRING REQUIRES ONE BELDON #9729 (NON-PLENUM) OR ONE BELDON #89729 (PLENUM) OR DURA FLEX22/4 WA CABLE.

ECOSYSTEM BUS/LOOP*THIS IS A TOPOLOGY-FREE AND POLARITY-FREE WIRING (DAISY-CHAIN, T-TAP, HOME-RUN ETC.). KEEP ALL THEBALLASTS/MODULES IN ONE ROOM ON THE SAME LOOP WHENEVER POSSIBLE. ECOSYSTEM LOOPS ARE SHOWN ONTHE LIGHTING PLANS. IF THERE IS A DISCREPANCY, AND IF ROOMS ARE WIRED ON A DIFFERENT LOOP THAN THEONE SHOWN, LUTRON NEEDS TO BE NOTIFIED AS THIS INFORMATION IS IMPORTANT FOR PROGRAMMING THESYSTEM.USE LUTRON CABLE C-CBL-216-GR1 (2 #16 CONDUCTOR NON-PLENUM) OR C-PCBL-216-CL-1 (2 #16 CONDUCTORPLENUM RATED). OTHERWISE USE 2 #16 AWG (1.5 SQ MM) BY OTHERS.LOOP LENGTH IS LIMITED BY THE WIRE GAUGE USED FOR E1 AND E2 AS FOLLOWS:

WIRE GAUGE MAX LOOP LENGTH#18 AWG (1.0 SQ MM)#16 AWG (1.5 SQ MM)#14 AWG (2.5 SQ MM)#12 AWG (4 SQ MM)

550 FT (167M)900 FT (274M)1,400 FT (426 M)2,200 FT (670M)

NOTES FOR LED APPLICATIONSFOR ANY FORWARD/REVERSE PHASE, 3-WIRE, 0-10V AND SWITCHING LED DRIVERS, PLEASE VERIFY THE NUMBEROF DRIVERS SUPPORTED ON EACH DEVICE. FOR MORE INFORMATION, PLEASE VISIT LUTRON’S LED CENTER OFEXCELLENCE (WWW.LUTRON.COM/LEDS).

B012 Storagea110 W of LED NDJ1 (1)

1

MS-Z101-WHE1-01\B012 Storage - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

T1

R1

B005 Equip Storea166 W of LED NDJ/s (1)

1

MS-OPS2-WHE1-01\B005 Equip Store - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

B006 Maint Workshopa166 W of LED NDJ/s (1)

1

MS-OPS2-WHE1-01\B006 Maint Workshop - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

B004 Corrda498 W of LED NDJ (3)

1

LOS-CDT-2000-WHE1-01\B004 Corrd - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

LOS-CDT-2000-WHE1-01\B004 Corrd - OccSensor 002Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\B004 Corrd - Power Pack 001PP Series Power Pack 120V

120V

0-10

V

B008 Women's Lockera41 W of LED 0-10H (1)

1

MS-Z101-WHE1-01\B008 Women's Locker - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

0-10

V

B007 Men's Lockera41 W of LED 0-10H (1)

1

MS-Z101-WHE1-01\B007 Men's Locker - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

0-10

V

B007a Men's Tlta41 W of LED 0-10H (1)

1

MS-Z101-WHE1-01\B007a Men's Tlt - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

0-10

V

B006a Women's Tlta41 W of LED 0-10H (1)

1

MS-Z101-WHE1-01\B006a Women's Tlt - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

B010 Server/Tech Rma166 W of LED NDJ/s (1)

1

MS-A102-WHE1-01\B010 Server/Tech Rm - Control Station 001120-277V, 6A Maestro switch with dual-technologyoccupancy and vacancy sensor, no neutral wire,single-poleCW-1-WH

120V

B009 Central Supply Storagea166 W of LED NDJ/s (1)

1

MS-OPS6M2-DV-WHE1-01\B009 Central Supply Storage - Control Station001120/277V, 6A Maestro switch with XCT, PIR occupancyand vacancy sensor, single-pole/multi-locationCW-1-WH

120V

0-10

V

Pro Shop OfficeK82 W of LED 0-10H (2)

RF

RMJS-8T-DV-BE1-01\Pro Shop Office -PowPak 0-10V 001PowPak Dimming Module with0-10 V Control.

120V

LRF2-OKLB-P-WHE1-01\Pro Shop Office - RFOccupancy Sensor 001Wall Corner OccupancySensor

RF

PJ2-2BRL-GWH-L01 | CW-1-WHE1-01\Pro Shop Office - Control Station 0012 Button with Raise/Lower and Light Icon - Pico KeypadScene 1 + Off with Raise/Lower1 gang backbox

RF

0-10

V

138 Dressing Rooma41 W of LED 0-10H (1)

1

MS-Z101-WHE1-01\138 Dressing Room - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

StairJ82 W of LED NDH1/s (2)

1

LOS-CDT-2000-WHE1-01\Stair - Occ Sensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\Stair - Power Pack 001PP Series Power Pack 120V

120V

127 Snack BarD140 W of LED NDF1 (2)

1

LOS-CDT-2000-WHE1-01\127 Snack Bar - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\127 Snack Bar - Power Pack 001PP Series Power Pack 120V

120V

133 Men's TolietE165 W of LED ND7 fixtures of varying types

1

LOS-CDT-1000-WHE1-01\133 Men's Toliet - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\133 Men's Toliet - Power Pack 001PP Series Power Pack 120V

120V

131 Women's TolietE165 W of LED ND7 fixtures of varying types

1

LOS-CDT-1000-WHE1-01\131 Women's Toliet -Occ Sensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\131 Women's Toliet - Power Pack 001PP Series Power Pack 120V

120V

132 EntryE60 W of LED NDO/s (3)

1

LOS-CIR-450-WHE1-01\132 Entry - Occ Sensor001Ceiling Occupancy Sensor

PP-120HE1-01\132 Entry - Power Pack 001PP Series Power Pack 120V

120V

0-10

V

102 Coat Closeta82 W of LED 0-10H (2)

1

MS-Z101-WHE1-01\102 Coat Closet - Control Station 001120- 277V, 8A Maestro 0-10V Dimmer with XCT, PIRoccupancy and vacancy sensor, neutral wire required,single-pole/multi-locationCW-1-WH

120V

121B Dry Foodsa70 W of LED NDF (1)

1

MS-OPS2-WHE1-01\121B Dry Foods - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

121 KitchenM770 W of LED ND11 fixtures of varying types

1

LOS-CDT-2000-WHE1-01\121 Kitchen - OccSensor 002Ceiling Dual TechnologyOccupancy sensors

LOS-CDT-2000-WHE1-01\121 Kitchen - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\121 Kitchen - Power Pack 001PP Series Power Pack 120V

120V

117 Storagea29 W of LED NDJ2 (1)

1

MS-OPS2-WHE1-01\117 Storage - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

116 AVa15 W of LED NDJ3 (1)

1

MS-OPS2-WHE1-01\116 AV - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

119 Storagea29 W of LED NDJ2 (1)

1

MS-OPS2-WHE1-01\119 Storage - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

LOS-CDT-2000-WHE1-01\106 Women's Toilet -Occ Sensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\106 Women's Toilet - Power Pack 001PP Series Power Pack 120V

120V

LOS-CDT-2000-WHE1-01\107 Men's Toliet - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\107 Men's Toliet - Power Pack 001PP Series Power Pack 120V

120V

109 Jan Closeta41 W of LED NDH/s (1)

1

MS-OPS2-WHE1-01\109 Jan Closet - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

110 Trasha29 W of LED NDJ2 (1)

1

MS-OPS2-WHE1-01\110 Trash - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

112 Banquet KitchenKitchen700 W of LED NDF (10)

1

LOS-CDT-2000-WHE1-01\112 Banquet Kitchen -Occ Sensor 001Ceiling Dual TechnologyOccupancy sensors

LOS-CDT-2000-WHE1-01\112 Banquet Kitchen -Occ Sensor 002Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\112 Banquet Kitchen - Power Pack 001PP Series Power Pack 120V

120V

114 Storeagea41 W of LED NDH/s (1)

1

LOS-CDT-1000-WHE1-01\114 Storeage - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\114 Storeage - Power Pack 001PP Series Power Pack 120V

120V

120 Storea15 W of LED NDJ3 (1)

1

MS-A102-WHE1-01\120 Store - Control Station 001120-277V, 6A Maestro switch with dual-technologyoccupancy and vacancy sensor, no neutral wire,single-poleCW-1-WH

120V

122 Jan Closeta41 W of LED NDH/s (1)

1

MS-OPS2-WHE1-01\122 Jan Closet - Control Station 001120V, 2A Maestro switch with XCT, PIR occupancy andvacancy sensor, no neutral wire, single-poleCW-1-WH

120V

134 Men's LockerG60 W of LED ND3 fixtures of varying types

1

LOS-CDT-1000-WHE1-01\134 Men's Locker - OccSensor 002Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\134 Men's Locker - Power Pack 001PP Series Power Pack 120V

120V

130 Women's LockerH60 W of LED ND3 fixtures of varying types

1

LOS-CDT-1000-WHE1-01\130 Women's Locker -Occ Sensor 002Ceiling Dual TechnologyOccupancy sensors

PP-120HE1-01\130 Women's Locker - Power Pack 001PP Series Power Pack 120V

120V Wire Legend:Q

2 #12 AWG (4 sq mm) + ground

3 #12 AWG (4 sq mm) + ground

Panel Control Link (Connect wires 1, 2, 3, 4and 5)*

EcoSystem Bus/Loop*

DALI Loop

Lutron Sensor Cable C-CBL-522S oruse 3#22 AWG (1.0 sq mm)

DMX Cable*

Lutron Sensor Cable C-CBL-522S or use4#22 AWG (1.0 sq mm)

Q

D

E

F

QS Control Link (Connect wires 1, 3 and 4.Do not connect wire 2)*

P

RF ConnectionWired Connection

3

QS Control Link (Connect wires 1, 2, 3 and4)*

Panel Control Link (Connect wires 1, 2, 3and 4. Do not connect wire #5)*

Normal Input Power 2 #12 AWG (4 sq mm) + ground

QS Sivoia Shade Control Link*

P

S

Normal-Emergency Input Power 2 #12 AWG(4 sq mm) + ground

3 Phase 4 wire Input Power, 4 #12 AWG (4sq mm) + ground

0-10V Signal: 2#18AWG (1.0 sq mm)

2#18 AWG (1.0 sq mm)

3#18 AWG (1.0 sq mm)

Ethernet cable. CAT5E or better cable forLutron Network terminated with RJ45connectors (not provided by Lutron). 328 ft(100 m) maximum run.

Fiber optic cable for Lutron Networkterminated with appropriate fiber opticconnectors (not provided by Lutron).Requires dedicated fiber optic link(single-mode or multi-mode)

Panel Control Link (Connect wires 1, 3, 4and 5. Do not connect wire #2)*

P

T Belden Cable 1387LA(OR EQUIVALENT)

LOS-CDT-2000-WHE1-01\121 Kitchen - OccSensor 001Ceiling Dual TechnologyOccupancy sensors

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E1-01

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

1

3

4.5

2

6

4

1.5

5

B

UP

MECHANICALROOM

B002

CENTRALSUPPLY/

STORAGEB009

W TLTB008A

M TLTB007A

EQUIPMENTSTORAGE

B005

WASHBAYB001

CORRIDORB004

GOLFCART

STORAGEB003

STAIRST-1

SERVER/TECHROOM

B010

WOMEN'SLOCKER

B008

MEN'SLOCKER

B007

MAINTENANCEWORKSHOP

B006

Golf CartMaintenance

B011StorageB012

3

4.5

2

6

4

7

5

A.5

B

A

DN

UP

UP

PRO-SHOPOFFICE

137

DRESSINGROOM

138

PRO-SHOPSALES

COUNTER

135PRO-SHOP

136

STAIR

ST-1

COATCLOSET

102

VESTIBULE

100

SNACKBAR

127

LOBBY

101

WOMENSLOCKER

130

MENSLOCKER

134

MENSTOILET

133

WOMENSTOILET

131

RESTAURANT

125

CORRIDOR

128

KITCHEN

121

DRYFOODS

121B

PREP

124

BANQUETHALL

115

STORAGE

119

STORAGE

117

MENSTOILET

107WOMENSTOILET

106

STORAGE

114

PANTRY/STOR.

112A

BANQUETKITCHEN

/ PREP

112

JAN.CLOSET

109

CORRIDOR

104

CORRIDOR

108

BAR

126

AV

116

STOR.

120

W.I.C.

113

OUTDOORPATIO

X01

EXTERIORTERRACE

X02

ELEC.

111

CLOS.

118

JAN.CLOSET

122

LOUNGE

103

W.I.F.

121C

DISHWASH

121A

ENTRY

105

TRASH

110

CLOS.

123

CORRIDOR

129

ENTRY

132

0Scale

4' 8' 16' 1/8" = 1'-0"

Basement - Lighting Plan1

0Scale

4' 8' 16' 1/8" = 1'-0"

First Floor - Lighting Plan2

BASEMENT & FIRSTFLOOR LIGHTINGPLANS

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E2-01

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

1

3

4.5

2

6

4

1.5

5

B

UP

MECHANICALROOM

B002

CENTRALSUPPLY/

STORAGEB009

W TLTB008A

M TLTB007A

EQUIPMENTSTORAGE

B005

WASHBAYB001

CORRIDORB004

GOLFCART

STORAGEB003

STAIRST-1

SERVER/TECHROOM

B010

WOMEN'SLOCKER

B008

MEN'SLOCKER

B007

MAINTENANCEWORKSHOP

B006

Golf CartMaintenance

B011StorageB012

3

4.5

6

4

7

5

A.5

B

DN

UP

UP

PRO-SHOPOFFICE

137

DRESSINGROOM

138

PRO-SHOPSALES

COUNTER

135PRO-SHOP

136

STAIR

ST-1

COATCLOSET

102

VESTIBULE

100

SNACKBAR

127

LOBBY

101

WOMENSLOCKER

130

MENSLOCKER

134

MENSTOILET

133

WOMENSTOILET

131

RESTAURANT

125

CORRIDOR

128

KITCHEN

121

DRYFOODS

121B

PREP

124

BANQUETHALL

115

STORAGE

119

STORAGE

117

MENSTOILET

107WOMENSTOILET

106

STORAGE

114

PANTRY/STOR.

112A

BANQUETKITCHEN

/ PREP

112

JAN.CLOSET

109

CORRIDOR

104

CORRIDOR

108

BAR

126

AV

116

STOR.

120

W.I.C.

113

OUTDOORPATIO

X01

EXTERIORTERRACE

X02

ELEC.

111

CLOS.

118

JAN.CLOSET

122

LOUNGE

103

W.I.F.

121C

DISHWASH

121A

ENTRY

105

TRASH

110

CLOS.

123

CORRIDOR

129

ENTRY

132

0Scale

4' 8' 16' 1/8" = 1'-0"

Basement - Power Plan10Scale

4' 8' 16' 1/8" = 1'-0"

First Floor - Power Plan2 BASEMENT & FIRSTFLOOR POWERPLANS

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E3-01

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

1

H

3

4.5

2

6

4

1.5

5

G

E

J

C

I

F

B

D

UP

UP

MECHANICALROOM

B002

CENTRALSUPPLY/

STORAGEB009

W TLTB008A

M TLTB007A

EQUIPMENTSTORAGE

B005

WASHBAYB001

CORRIDORB004

GOLFCART

STORAGEB003

STAIRST-1

SERVER/TECHROOM

B010

WOMEN'SLOCKER

B008

MEN'SLOCKER

B007

MAINTENANCEWORKSHOP

B006

Golf CartMaintenance

B011StorageB012

1

H

3

4.5

2

6

4

7

1.5

5

G

E

J

C

A.5

I

F

B

A

D

DN

UP

UP

PRO-SHOPOFFICE

137

DRESSINGROOM

138

PRO-SHOPSALES

COUNTER

135PRO-SHOP

136

STAIR

ST-1

COATCLOSET

102

VESTIBULE

100

SNACKBAR

127

LOBBY

101

WOMENSLOCKER

130

MENSLOCKER

134

MENSTOILET

133

WOMENSTOILET

131

RESTAURANT

125

CORRIDOR

128

KITCHEN

121

DRYFOODS

121B

PREP

124

BANQUETHALL

115

STORAGE

119

STORAGE

117

MENSTOILET

107WOMENSTOILET

106

STORAGE

114

PANTRY/STOR.

112A

BANQUETKITCHEN

/ PREP

112

JAN.CLOSET

109

CORRIDOR

104

CORRIDOR

108

BAR

126

AV

116

STOR.

120

W.I.C.

113

OUTDOORPATIO

X01

EXTERIORTERRACE

X02

ELEC.

111

CLOS.

118

JAN.CLOSET

122

LOUNGE

103

W.I.F.

121C

DISHWASH

121A

ENTRY

105

TRASH

110

CLOS.

123

CORRIDOR

129

ENTRY

132

0Scale

4' 8' 16' 1/8" = 1'-0"

Basement - Fire Alarm/ Communication Plan10Scale

4' 8' 16' 1/8" = 1'-0"

First Floor - Fire Alarm/ Communication Plan2 BASEMENT & FIRSTFLOOR FIRE ALARM/COMMUNICATIONPLANS

ADDENDUM #2:

15107DAIDAI

City

of T

win

sbur

g

DESIGN AND CONSTRUCTION DOCUMENTS ASINSTRUMENTS OF SERVICE ARE GIVEN INCONFIDENCE AND REMAIN THE PROPERTY OFPERSPECTUS ARCHITECTURE. THE USE OF THISDESIGN AND THESE CONSTRUCTION DOCUMENTSFOR PURPOSES OTHER THAN THE SPECIFICPROJECT NAMED HEREIN IS STRICTLY PROHIBITEDWITHOUT THE EXPRESSED WRITTEN CONSENT OFPERSPECTUS ARCHITECTURE.COPYRIGHT C 2013

13212 Shaker SquareSuite 204Cleveland, Ohio 44120P. 216.752.1800 F. 216.752.3833

dai PROJECT NUMBER

CHECKED BYDRAWN BY

DATEISSUE

Twin

sbur

g, O

hio

E3-02

Permitting

Gle

neag

les

Gol

f Clu

b

17 Oct 2016Bidding15 Nov 2016

02 Nov 2015

Addendum 2

0Scale

4' 8' 16' 1/8" = 1'-0"

Roof - Fire Alarm/ Communication Plan1

4.5

67

5

B

[No Slope]

[No Slope]

ROOF FIRE ALARM/COMMUNICATION PLAN