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ADDENDUM 3 - 1 MOODY•NOLAN LTD. 300 SPRUCE STREET COLUMBUS, OHIO 43215 BID OPENING: No Change ADDENDUM DATE: May 31, 2019 ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS FOR: COTA DOWNTOWN ADMINISTATIVE OFFICE RENOVATION FOR CENTRAL OHIO TRANSIT AUTHORITY 33 North High Street, Columbus, Ohio 43215 TO ALL BIDDERS: Acknowledge receipt of this Addendum on the Form of Proposal. This Addendum supplements and amends the original plans and specifications and shall be taken into account in preparing proposals and shall become a part of the Contract Documents. I. GENERAL REVISIONS A. None II. SPECIFICATION REVISIONS A. Under Information to Bidders – Section 1 – General Information:Item 39 – Engineers estimate is revised to $1,765,170 for base bid. Estimate for Alternates remain unchanged. B. 05 73 00 DECORATIVE METAL RAILINGS. See attached new specification section. III. DRAWING REVISIONS Demolition A. Sheet AD101 – See attached revised sheet.
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ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

Sep 29, 2020

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Page 1: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

ADDENDUM 3 - 1

MOODY•NOLAN LTD. 300 SPRUCE STREET

COLUMBUS, OHIO 43215 BID OPENING: No Change ADDENDUM DATE: May 31, 2019

ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS FOR:

COTA DOWNTOWN ADMINISTATIVE OFFICE RENOVATION

FOR

CENTRAL OHIO TRANSIT AUTHORITY

33 North High Street, Columbus, Ohio 43215 TO ALL BIDDERS: Acknowledge receipt of this Addendum on the Form of Proposal. This Addendum supplements and amends the original plans and specifications and shall be taken into account in preparing proposals and shall become a part of the Contract Documents. I. GENERAL REVISIONS

A. None

II. SPECIFICATION REVISIONS

A. Under Information to Bidders – Section 1 – General Information:Item 39 –Engineers estimate is revised to $1,765,170 for base bid. Estimate for Alternates remain unchanged.

B. 05 73 00 DECORATIVE METAL RAILINGS. See attached new specification section.

III. DRAWING REVISIONS Demolition

A. Sheet AD101 – See attached revised sheet.

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ADDENDUM 3 - 2

Architectural

A. Sheet A102 – See attached revised sheet. B. Sheet A201 – See attached revised sheet. C. Sheet A301 - See attached revised sheet. D. Sheet A520 - See attached revised sheet. E. Sheet A521 – See attached revised sheet. F. Sheet A850 – See attached new sheet. Lobby casework is included in base bid. G. Sheet A910 – See attached revised sheet. H. Sheet A930 – See attached revised sheet.

Electrical A. Sheet E000 - ELECTRICAL LEGEND - See attached revised sheet. a. Light Fixture Schedule - Add fixtures “S3, S4, and S5.” B. Sheet E101 - FIRST AND SEVENTH FLOOR LIGHTING PLAN - See attached

revised sheet. C. Sheet E102 - LOWER LEVEL AND SECOND FLOOR PLANS - See attached

revised sheet. D. Sheet E201 - FIRST AND SEVENTH FLOOR POWER PLAN - See attached

revised sheet. E. ED101 - FIRST AND SEVENTH FLOOR DEMOLITION PLAN - See attached

revised sheet. a. Demolish (5) additional light fixtures. Technology A. Sheet T101 – FIRST AND SEVENTH FLOOR TECHNOLOGY PLANS – See

attached. B. Sheet T102 – LOWER LEVEL AND SECOND FLOOR TECHNOLOGY PLANS –

See attached.

IV. CLARIFICATIONS

The following questions have been received during bidding or at the pre bid meeting. Responses are provided in italics below the original question: A. Please clarify the trade responsibilities for the security, technology,

access control, data, etc. scope of work. Specifically, what is included in the Electrical Contractor's scope of work (under the GC contract) and what is included in a separate vendor's scope? Does EC have rough in only or are they to include any wiring? Some of these items are labeled as OFCI, but please help define which package has the install. Response: This determination is to be made by the General Contractor.

B. Are both the main entrance and north side entrance to receive the

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ADDENDUM 3 - 3

new snowmelt system? Response: Yes, both the main entrance and north side entrances are to receive the new snowmelt system. See plan legend on Sheet A102.

C. Can a spec be provided for the snowmelt system?

Response: See specification section 09 30 00/2.02/K. Electric Snow and Ice Melt Cable.

D. Sheet A102 shows 2 steps. The top/second step appears to be

longer than the first which is identified as 8'-4 13/16" on Sheet A301. Is the top step to be 8'-4 13/16" per A301 or longer per A102? If step is to be longer, please identify the length of the top step. Response: See attached revised Sheet A102

E. Life Safety Plan, G100, only shows 2 locations for ADA exit signs w/ braile. One at 1st floor entrance and one at 7th floor stair. Can it be assumed that these are the only signs to be ADA w/ braile or should 2nd floor and Lower Level stair ways also get these (7 total signs in lieu of 2)? Response: Yes, only two new ADA exit signs are required.

F. Please provide a specification for the new exterior stone tile at the top

of the marble steps Spec section 04 43 11 and drawings call for new granite exterior steps. Are the new 3/4" stone tile to be granite as well? If, so please provide granite spec for new tile. (ref. 1/A520) Response: Refer to Specification section 09 30 00 Tile. The product to be used in areas designated with coded note 6 on A102 (new tile) at exterior porch location is 24” x 48” Landmark Frontier 20 Porcelain Tile pavers – Absolute.

G. The drawings and specifications for the countertops seem to use ‘Quartz’ and ‘Solid Surface’ interchangeably. These are not the same material. Quartz comes in stock 2 cm or 3 cm, or can be built up to 4 cm at considerable additional expense. Quartz does not require a backing substrate, like solid surface would, as illustrated in the drawings. Quartz back and side splashes cannot be fused to the countertop, as solid surface can. Please clarify which material is intended. Response: The product to be used is Quartz. Provide continuous substrate as shown on drawings.

H. Where our scope of work extends into a hallway, are we to only paint

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ADDENDUM 3 - 4

the hallway side of door frames? Response: Yes, paint door frame. Split at door stop if adjacent room is not being painted.

I. The optical turnstiles can have a lead time of 8-12 weeks. With a

total project timeline of 13 weeks from NTP, what are the provisions for getting long lead-time items purchased in a manner that they can be submitted, approved, purchased, delivered, and installed within the project schedule? Response: The Owner acknowledges the long lead time for optical turnstiles. The Owner and A/E team will work with the winning Contractor and vendor to expedite approval process. This will be one of the first items to be submitted by the Contractor for review.

J. One final question, there is conflicting information on the

turnstiles, specifically the main double gate. The technology drawings is showing 3 lanes of access via the card reader locations, but the turnstile cabinets shown A101 shows only 2 lanes with a glass end cap. This is a pretty large difference and want to ensure we are not inflating pricing for this project based on a mess up on card readers placed on a technology drawing. Also in the Addendum there was not mention of cameras being removed from the specification. Has this officially been pulled from the scope of work? Response: See attached revised T-drawings. Each optical turnstile is to receive two card readers (one at ingress and one at egress side). Regarding cameras, all cameras for the project are owner provided to be installed by the Contractor. Cabling and pathway to each camera is contractor provided and contractor installed. See attached revised T-drawings.

V. OTHER

A. None VI. ATTACHMENTS

A. General Revisions: NA.

B. Specification Revisions: 05 73 00 DECORATIVE METAL RAILINGS

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ADDENDUM 3 - 5

C. Drawing Revisions: Sheets AD101, A102, A201, A301, A520, A850,

A910, A930, E000, E101, E102, E201, ED101, T101, T102

END OF ADDENDUM

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COTA 05 73 00 - 1 Administration Office Renovation DECORATIVE METAL RAILINGS

SECTION 05 73 00

DECORATIVE METAL RAILINGS PART 1 GENERAL 1.01 WORK INCLUDED A. Section includes aluminum decorative railings. 1.02 RELATED SECTIONS A. Metal Fabrications: Section 05 50 00. 1.03 DEFINITIONS A. Railings: Guards, handrails, and similar devices used for protection of occupants

at open-sided floor areas, pedestrian guidance and support, visual separation, or wall protection.

1.04 PERFORMANCE REQUIREMENTS A. Delegated Design: Design railings, including comprehensive engineering

analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

B. Structural Performance: Railings shall withstand the effects of gravity loads and

the following loads and stresses within limits and under conditions indicated:

1. Handrails and Top Rails of Guards: a. Uniform load of 50 lbf/ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act

concurrently. C. Thermal Movements: Allow for thermal movements from ambient and surface

temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 1.05 REFERENCE STANDARDS A. The following publications of the issues listed below, but referred to hereinafter by

basic designation only, form a part of this specification to the extent indicated by the references thereto.

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COTA 05 73 00 - 2 Administration Office Renovation DECORATIVE METAL RAILINGS

1. American Society for Testing and Materials (ASTM): Specifications listed herein.

a. A167 Stainless and Heat Resisting Chromium-Nickel Steel Plate, Sheet and Strip.

b. A312 Seamless and Welded Austenitic Stainless Steel Pipe. 2. American Welding Society (AWS) a. AWS D1.6, "Structural Welding Code - Stainless Steel." 3. NOMMA: National Ornamental and Miscellaneous Metals Association. 1.06 SUBMITTALS A. Product Data: Manufacturer's literature may be submitted for standard proprietary

products in lieu of shop drawings. Data to fully explain product indicating materials, sizes and finishes, and installation procedures.

B. Samples: Samples to be reviewed for color, texture and reflectivity and general

appearance. Compliance with all other requirements is the responsibility of the Contractor.

1. Finish: Submit for approval minimum 6" x 6" or 12" length of each required

metal finish. 2. Weld: Submit samples of welded joint showing quality of work. Samples to

be of same form, alloy, temper and hardness to be used in the work. 3. Sample: Submit a 2'-0" long sample of completed rail system. C. Shop Drawings: Show details of fabrication and installation. Indicate materials,

alloys and tempers, thicknesses of materials, gages, sizes, dimensions, methods of joining and fastening, welds, finishes, details of reinforcement and embedment, attachments, anchorages, miscellaneous metal items incidental to basic fabrication shown, provisions for work of other trades and other pertinent information as requested by the Architect.

D. Maintenance Instructions: Submit manufacturers'/fabricators' recommendations for

maintenance of exposed finishes. E. Certifications: Submit certifications that products comply with applicable design

loadings. Include structural analysis data sealed and signed professional engineer responsible for their preparation.

F. Welder Certifications: Qualify welding process and welders in accordance AWS

Codes referenced herein. 1. Certify that each welder has successfully passed AWS qualification tests for

the welding processing involved and, if pertinent, has undergone recertification.

1.07 QUALITY ASSURANCE A. Fabricator Qualifications: Fabricator must have a minimum of 5 years experience

and be regularly engaged in type of work specified. Must employ only skilled

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COTA 05 73 00 - 3 Administration Office Renovation DECORATIVE METAL RAILINGS

personnel using proper equipment to produce the work in high quality. Must be approved by Architect.

B. Installer Qualifications: Fabricator of products. C. Single Source Responsibility: Railing systems shall be designed, fabricated and

installed by the same source. D. Engineering Responsibility: Engineering to be performed by a qualified

professional engineer legally authorized to practice in the State of Ohio, experienced in this type of work.

1.08 COORDINATION AND SCHEDULING A. Coordinate installation of anchorages for railings. Furnish setting drawings,

templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

B. Schedule installation so wall attachments are made only to completed walls. Do

not support railings temporarily by any means that do not suit structural performance requirements.

PART 2 PRODUCTS 2.01 MANUFACTURERS A. Basis of Design: C. R. LAURENCE HRS Hand Railing System. B. Other Manufacturers: Subject to compliance with requirements other acceptable

manufacturers:

1. ARCHITECTURAL METAL WORKS. 2. ARCHITECTURAL RAILINGS AND GRILLES 3. ATLANTIS RAIL SYSTEMS. 4. LIVERS BRONZE CO. 5. WAGNER

2.02 MATERIALS A. Provide materials which have been selected for their surface flatness, smoothness

and freedom from surface blemishes where exposed to view in the finished unit. Exposed-to-view surfaces which exhibit pitting, seam marks, roller marks, "oil-canning", stains, discolorations or other imperfections on finished units will not be acceptable.

B. Aluminum - Material and Description: Provide as detailed or as required to

maintain design intent as indicated on drawings. Aluminum extruded shapes and bent aluminum sheet, minimum 0.063", unless otherwise indicated or specified, finished after fabrication.

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COTA 05 73 00 - 4 Administration Office Renovation DECORATIVE METAL RAILINGS

1. Extruded Bar and Tube: ASTM B221 (ASTM B 221M), alloy 6061-T6/T62,

Fy = 35 ksi. 2. Extruded Structural Pipe and Tube: ASTM B221, alloy 6061-T6/T62, Fy =

35 ksi. 3. Plate and Sheet: ASTM B 209 (ASTM B 209M), 6061-T6. C. Welding: Electrodes and filler metal to be of type and alloy as recommended by

producer of metal to be welded, and as required for color match, strength and compatibility in the fabricated items.

D. Fasteners: Provide fasteners of types as required for assembly and installation of

fabricated items. In general, fasteners to be concealed from view. Exposed fasteners, where permitted or required, to conform to the following:

1. Stainless-Steel Components: Type 304 stainless-steel fasteners. 2. Provide concealed fasteners for interconnecting railing components and

for attaching railings to other work unless otherwise indicated. 2.02 FABRICATION A. Preliminary: Verify dimensions prior to fabrication. B. Forming: Form metal items to accurate sizes and configurations as indicated on

drawings and otherwise required for proper installation. Make with all lines straight and angles sharp, clean and true. Drill, countersink, tap and otherwise prepare items for connections with work of other trades as required.

C. Fasteners: Make permanent connections with work of other trades, as required.

Avoid using exposed bolts or screws unless specifically indicated or approved. D. Joints: Construct items with joints milled to a tight, hairline fit. Cope or miter corner

joints. Where exposed to weather, form to exclude water. E. Welding: Comply with AWS for recommended practices in shop welding. 1. Provide welds behind finished surfaces without distortion or discoloration of

exposed side. 2. Clean exposed welded joints of all welding flux and dress on all exposed

and contact surfaces to match adjacent surfaces. 3. Where welding cannot be concealed behind finished surfaces, finish joints

to comply with NOMMA's "Voluntary Joint Finish Standards" for Type 1 Welds: no evidence of a welded joint.

F. Cut, reinforce, drill and tap miscellaneous metal as indicated to receive hardware,

screws, and similar items. Countersunk screw holes to set screw heads flush, unless indicated otherwise.

2.03 SHOP FINISHES

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COTA 05 73 00 - 5 Administration Office Renovation DECORATIVE METAL RAILINGS

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by application of

strippable, temporary protective covering prior to shipment. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent

pieces are not acceptable if they are noticeable variations in the same piece. Variations in appearance of other components are acceptable, subject to Architect's approval.

D. All exposed aluminum surfaces shall receive an Architectural Class 1, bronze

anodized coating; AA-M12C22A41, minimum 0.7 mil thickness. Match existing adjacent.

PART 3 EXECUTION 3.01 INSTALLATION A. Set railing work accurately as measured from established building lines and levels,

plumb and in true alignment with previously completed work. Brace temporarily or anchor securely in formwork where work is to be built into concrete, masonry or similar construction.

B. Anchor securely in place in the manner shown, using concealed anchorage

wherever possible. C. Fit mechanical joints together accurately to form tight joints and uniform reveals

and spaces for joint fillers and sealants. Restore any finishes that have been damaged by shipment and installation.

D. Do not cut or abrade finishes which cannot be completely restored in the field,

including special finishes. Return units with special finishes that cannot be field restored to the shop for required alterations, followed by complete refinishing.

F. Remove protective coverings when there is no longer any danger of damage to the

railing work from other work yet to be performed in the same location. Restore protective coverings which have been removed or damaged during shipment or installation of the work, if such other work is yet to be performed.

END OF SECTION

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(E) F.E.C.(E) F.E.C.

(E) F.E.C.

(E) F.E.C.

(E) F.E.C.

A. REMOVE ALL WALL PARTITIONS SHOWN DASHED UP TO STRUCTURE ABOVE U.N.O. DASHED LINES REPRESENT EXISTING CONSTRUCTION TO BE REMOVED. THE INDICATIONS OF EXISTING CONSTRUCTION ON THESE DRAWINGS ARE DIAGRAMMATIC. EXACT LOCATIONS, SIZES, EXTENT, AND CONDITIONS OF EXISTING CONSTRUCTION TO BE REMOVED OR RELOCATED SHALL BE VERIFIED BY THE CONTRACTOR.

B. REMOVE ALL DOORS, FRAMES AND HARDWARE SHOWN DASHED. C. REMOVE ALL EQUIPMENT, CASEWORK / MILLWORK, ACCESSORIES,

HANDRAILS, AND WALL PROTECTION ON WALLS IN ROOMS WHERE WALLS ARE BEING DEMOLISHED. VERIFY WITH OWNER AND DRAWINGS ALL ITEMS TO BE SALVAGED FOR REINSTALLATION IN NEW WORK.

D. REMOVE ALL PLUMBING, MECHANICAL, AND ELECTRICAL FIXTURES IN / ON WALLS BEING DEMOLISHED. REFER TO MEP DRAWINGS.

E. REMOVE ALL FLOOR AND APPLIED WALL FINISHES AND ALL SUSPENDED ACOUSTIC AND GYP BD. CEILINGS, AND SOFFITS WHERE NOTED.

F. PRIOR TO COMMENCING DEMOLITION, THE CONTRACTOR SHALL PERFORM WALK- THROUGH OF AREA WITH OWNER SO THAT OWNER MAY IDENTIFY ITEMS TO BE SALVAGED AND TURNED OVER TO OWNER.

G. CONTRACTOR SHALL LIMIT REMOVAL AND DEMOLITION WORK TO THAT SPECIFICALLY IDENTIFIED IN DRAWINGS FOR REMOVAL. CONTRACTOR SHALL PROTECT EXISTING FINISHES TO REMAIN. ANY DAMAGE TO EXISTING WORK SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER TO MATCH EXISTING SIMILAR WORK IN PLACE WHEN NEW. PATCH AND REPAIR ALL DAMAGED SURFACES IN CONNECTION WITH DEMOLITION WORK INCLUDING DAMAGE CAUSED BY REMOVAL OR INSTALLATION OF NEW MECHANICAL OR ELECTRICAL ITEMS OR EQUIPMENT

H. MAINTAIN AND PROTECT ALL EXISTING COLUMN ENCLOSURES, U.N.O.I. SECURE WORK AREA FROM PUBLIC AREAS WITH APPROPRIATE SIGNAGE AND

MAINTAIN DOORS ACCESSING THE WORK AREA IN LOCKED MODE WHEN WORK IS NOT IN PROGRESS.

J. OWNER WILL BE RESPONSIBLE FOR REMOVAL OF PERSONAL BELONGINGS, FILES, FREE STANDING ITEMS ETC. COORDINATE REMOVAL OF FURNITURE WITH OWNER.

K. REFER TO MEP DRAWINGS FOR EXTENT OF MEP DEMOLITION. ANY DAMAGE TO THE EXISTING FACILITY SHALL BE REPAIRED AND RESTORED TO MATCH ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.

L. CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTING OR REROUTING ANY EXISTING SERVICES CONTINUING TO AREAS BEYOND THIS WORK THAT MAY BE AFFECTED BY CONSTRUCTION IN SUCH A MANNER THAT FULL CONTINUATION OF SERVICE SHALL BE MAINTAINED.

M. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL DEMOLITION NEEDS WITH MECHANICAL, AND ELECTRICAL DOCUMENTS. REFER TO MEP SHEETS FOR MORE INFORMATION.

N. ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED IN CONTINUOUS SERVICE. PRE-PLANNED IMPAIRMENTS INVOLVING DISRUPTIONS TO THE FIRE ALARM, SPRINKLER TO STANDPIPE SYSTEM SHALL BE COMPLIANT WILL ALL LOCAL CODES. ANY PRE-PLANNED IMPAIRMENTS THAT WILL INVOLVE DISRUPTIONS FOR PHASED WORK SHALL HAVE SUCH PROCEDURE DOCUMENTED & APPROVED BY THE OWNER.

O. REFER TO FLOOR PLAN NOTES FOR WORK TO WINDOW TREATMENT SYSTEMS IN AREA OF WORK.

P. REMOVE ALL MISCELLANEOUS FASTENING SYSTEMS OR DEVICES FROM FLOORS, WALLS AND CEILINGS NOT DESIGNED TO BE REUSED. PATCH/REPAIR ANY HOLES CAUSED DUE TO REMOVAL.

Q. ALL CONSTRUCTION TO REMAIN WHICH IS AFFECTED BY DEMOLITION TO ADJACENT AREAS SHALL BE PATCHED, REPAIRED, AND PROPERLY ALIGNED SO AS TO NOT SHOW ANY SIGN OF THE PATCHING OR REPAIR.

R. SECURITY CAMERAS THAT ARE LOCATED IN CEILINGS TO BE REMOVED AS PART OF CEILING DEMOLITION WORK ARE TO BE SALVAGED AND REVISED AS SHOWN ON DRAWINGS. COORDINATE FINAL LOCATION WITH OWNERS SECURITY DEPARTMENT.

GENERAL NOTES - DEMOLITION PLANSCODED NOTES - DEMOLITION PLANSX

1. REMOVE EXISTING CASEWORK.2. REMOVE EXISTING STUD WALL IN ITS ENTIRETY.3. REMOVE ALL FINISHES ON WALLS AND FLOORS. SEE FINISH PLANS.4. REMOVE OVERHEAD ROLLING SECURITY GATE.5. REMOVE EXISTING WINDOW TREATMENTS (FABRIC ONLY).6. REMOVE EXISTING STONE PAVERS (APPROX. 7 1/4" X 7 1/4" X 2") IN ITS

ENTIRETY TO EXPOSE STRUCTURAL SLAB. CLEAN AND PREPARE EXISTING SLAB TO RECEIVE NEW CEMENT BASED TERAZZON SYSTEM. SEE STRUCTURAL DRAWINGS AND SPECS.

7. REMOVE EXISTING DOORS (SWING AND REVOLVING) AND CURTAIN WALL SYSTEM IN ITS ENTIRETY. SEE STRUCTURAL DRAWINGS.

8. REMOVE EXISTING STONE STEPS.9. REMOVE EXISTING METAL HANDRAILS.10. REMOVE EXISTING PAVERS AND PREPARE SURFACE TO RECEIVE NEW TILES.

SEE DETAILS.11. REMOVE EXISTING CURTAIN WALL SYSTEM AS REQUIRED TO INSTALL

FLOORING SYSTEM.12. MAINTAIN AND PROTECT EXISTING STONE STEPS.13. REMOVE EXISTING STUD WALL SYSTEM TO CREATE OPENING FOR NEW

BORROWED LIGHT.14. REMOVE EXISTING DOOR AND WALL AT THIS LOCATION. EXTENT DEMO TO

BOTTOM OF DECK.15. REMOVE EXISTING WALL AT THIS LOCATION TO CREATE RECESSED WALL

FOR INSTALLATION OF NEW VIDEO WALL. COORDINATE EXACT DIMENSIONS OF RECESS WITH MONITOR SYSTEM MANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

16. NOT USED.17. REMOVE EXISTING STOREFRONT SYSTEM AND PREPARE SURFACE TO

RECEIVE NEW STORE FRONT SYSTEM.18. REMOVE EXISTING TICKET VENDING MACHINE AT THIS LOCATION.19. REMOVE EXISTING 4" HIGH STONE BASE AT ROOM PERIMETER AND AROUND

PILASTERS/COLUMNS. FIELD VERIFY EXTENTS OF BASE.20. REMOVE AND REINSTALL ACT TILE IN FLOOR BELOW (SIXTH) FOR

INSTALLATION OF NEW PLUMBING LINE TO PROPOSED KITCHENETTE. REFER TO MEP DRAWINGS FOR EXTENT OF PLUMBING WORK.

21. CONTRACTOR TO CREATE 2" X 2" OPENING IN EXISTING WALL (4 TOTAL) TO VERIFY IF THIS WALL HAS SOUND INSULATION. PATCH HOLES AFTER VERIFICATION. PAINT.

22. SALVAGE EXISTING LETTERING AND LOGO FROM WALL FOR REINSTALLATION.

23. REMOVE AND REINSTALL CAMERAS, TV'S, ETC. FROM WALL AFTER COMPLETION OF WORK.

24. REMOVE EXISTING PHOTOS FROM THIS WALL AND SAVE FOR REUSE.25. REMOVE CLOCK AND RETURN TO OWNER.26. REMOVE EXISTING GUARDRAIL. PATCH GRANITE STAIR TO MATCH EXISTING.27. REMOVE EXISTING DOOR. REUSE IN SAME LOCATION.28. MAINTAIN & PROTECT EXISTING WINDOW/ CURTAIN WALL SYSTEM DURING

CONSTRUCTION. TYP.29. REMOVE EXISTING WALL MOUNTED DISPLAY AND RETURN TO OWNER.30. REMOVE & REINSTALL CEILING TILE IN FLOOR BELOW (SIXTH) FOR

INSTALLATION OF NEW FLOOR BOXES.31. REMOVE EXISTING WALL COVERING IN ITS ENTIRETY IN THIS ROOM.

PREPARE SURFACE TO RECEIVE NEW PAINT FINISH.32. REMOVE FORMED ALUMINUM COVER. EXISTING STEEL SUPPORT ANGLE TO

REMAIN.33. REMOVE FIRE EXTINGUISHER CABINET AND SALVAGE FOR REUSE.34. REMOVE ALL GLASS BORROWED LITE.35. REMOVE EXISTING WINDOW BLINDS, TYP.36. EXISTING RAMP AND RAILS TO REMAIN.37. REMOVE EXISTING PROJECTOR AND RETURN TO OWNER.38. REMOVE AND REINSTALL METAL CORNER GUARDS. FIELD VERIFY

LOCATIONS AND QUANTITIES.39. REMOVE EXISTING SOLID SURFACE WINDOW SILL.

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

1

1

2

2

2

4

OFFICE106

CONFERENCE105

IT CLOSET111A

CASH/STOR.104

WOMEN'S115

MEN'S116

STOR.117

ELEC114

MECH113

KITCHENETTE112

STORAGE110

FILE/WORK103

FIRE CMD CTR119

BOARD RM107

MECH108

CORRIDOR111

RETAIL/SALES101C

ELEV.#3

ELEV.#2

ELEV.#1

3

3 3

555

6

7

12.7

ELEV LOBBY111B

STAIR#2

CORRIDOR109

LOBBY101

RECEPTION/ SECURITY101B

ELEV LOBBY118

111B

114

107

118B

118

119

118A

102

111

103

106

105A

115

116 11

7

113

110

109

108

105B

109A

S101AS101

103A104

111A

118C

101C

1

8

8

9

9

9

12

10

19

11

19

10

18

19 19

19

19

19

UP

DN

UP

UP

25

24

23

23

22

1'-0"2'-11"1'-0" 9'-5" 1'-0"

266

6

6

EXTENT OF STONE PAVERS DEMOLITION

6

7

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32

33

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38 381

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ELEV#2

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WOMEN'S716

JAN717

MECH718

MECH708

ELEC715

STORAGE714OFFICES

713STAIR

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ELEV#3

MECH721

12.7

UP

DN

UP

DN

2

OPEN OFFICE710

CONFERENCE709

STORAGE706

723

722

722A

702

703

704

701

705

CORRIDOR703

MECH720

22

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708

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30AT SIXTH FLOOR

28

34

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28TYP.

28TYP.

1

PLAN LEGEND

NO WORK IN THIS AREA

WORK TO BE PROPOSED AS AN ALTERNATE

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW

ELEV#1

ELEV#2

12.7

CORRIDOR213

OFFICE202

OFFICE201

MEN'S211

WOMEN'S209

ELEV#3

STAIR#1

LIBRARY214

MECH214A

MECH205

BREAK ROOM204

IT CLOSET204A

MAIL ROOM206

JAN210

MECH212

LOUNGE203

KITCHENETTE/VENDING

207 ELEC208

ELEV LOBBY213A

OPEN TO BELOW

OPEN TO BELOW

STAIR#2

UP

DN

DN

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13

14

15

214A

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201

202

211

210

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208

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DRAWING TITLE:

FOR

DRAWN BY: CHECKED BY:

PROGRESS DRAWING NOT FOR

CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

2019

10:

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18088.03

5-31-19

CONSTRUCTION DOCUMENTS

AD101

Author Checker

DEMOLITION PLANS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN1

1/8" = 1'-0"

SEVENTH FLOOR DEMO PLAN3

1/8" = 1'-0"

SECOND FLOOR DEMO PLAN2

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

2

2

Page 12: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

F.E.C.

(E) F.E.C.

(E)

F.E

.C.

9 10 11 12 13

A

B

C

1

A501

FIRE CMD CTR119

ELEV.#2

ELEV.#1

10'-7

5/1

6"

3'-1 11/16"9'-

5"

5'-0

1/4

"

10 1/2"

7 1/2"

6"

4"

STAIR#1

A910

1

A301

1

2A702

A910 3

5A702

2

A501

12.7

100B

BUSINESS WAITING101A

LOBBY101

RECEPTION/SECURITY

101B

RETAIL/SALES101C

VESTIBULE100

CORRIDOR118A

ELEV LOBBY118

FILE/WORK103

CORRIDOR111

2'-8"

1A70

2

2

UP

DN

4A702

1

1

32

2

3

5

6

7

8

9

10

12

12

11

16

17

18

18

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'-3 1

/4"

7 1/

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2 1/2"

3'-11 1/2"4"

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101A

6

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23

15'-7

7/8

"

45.0

14'-4" 14'-4" 14'-4"

27

3'-2

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4'-5

"

5'-4"

135.00°

1'-1

1/2

"

2'-9 13/16"

4'-9

"4'

-0"

4'-9

"

33

28

29

29

16

16

15

35

11

27

5A

4F

34

27

27

27

3K

32

3232323232

(36" W)

(28" W)

(36" W)

1 ALIGN

ALIGN1

1

6A702

11

1

7A702

1

133.

84°

+/-

136.16° +/-

1

36

36 36

1 1

1

37

1

1

EQ EQ EQ

+/- 4'-0"

+/- 4

'-0" 1

2

40 40 40

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5

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9'-4

13/

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8'-4

13/

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1'-0" 1'-0"

2

2

2

EQ EQ

32

2

9 10 11 12 13

A

B

C

1

A501

OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW

ELEV#1

ELEV#2

5A701

LIBRARY214

6A701

2A702

2

A501

OFFICE201

12.7

MECH214A

214

CORRIDOR213

STAIR#1

1A70

2

11'-5" 2'-11" 11'-5" 2'-11" 11'-5"

5'-8

11/

16"

8 7/

8"

DN

UP

4

131313

14

14

11

11

16

15

3

A501

3A702

6A702

8A702

ALIGN FACE OF WALL W/ FACE OF VIDEO WALL

223232323232

3

A521

SIM

EQ EQ

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6A701

6A701

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7

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2

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1

37

37

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39

1

A. ALL DIMENSIONS ARE TO FACE OF WALL (UNLESS NOTED OTHERWISE).B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STEEL REINFORCING IN

WALL & FLOOR CONSTRUCTION.C. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION OF LOCATIONS AND

TYPES OF FINISH MATERIALS.D. SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR LOCATIONS OF

EXPANSION & CONTROL JOINTS. CONTRACTOR SHALL PROVIDE ADDITIONAL INTERIOR CONTROL JOINTS AS REQUIRED TO COMPLY WITH MAXIMUM SPACING REQUIREMENTS IN SPECIFICATIONS AND NATIONAL MASONRY INSTITUTE.

E. MECHANICAL & ELECTRICAL EQUIPMENT SHALL BE ON HOUSEKEEPING PADS. PADS ARE TO BE PROVIDED BY THE TRADE SUPPLYING THE EQUIPMENT. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. WORK TO BE COORDINATED THROUGH THE GENERAL TRADES CONTRACTOR. PADS 4" MIN. 4" THICK W/ W.W.F., U.N.O.

F. PROVIDE BLOCKING AS REQUIRED FOR ALL OWNER AND CONTRACTOR SUPPLIED EQUIPMENT, FURNITURE, AND ACCESSORY VERIFY FINAL LOCATIONS WITH OWNER.

G. ALL SURFACES DAMAGED DURING DEMOLITION /CONSTRUCTION ARE TO BE PATCHED AND REPAIRED TO MATCH EXISTING BY EACH TRADE CONTRACTOR DOING WORK. REPAIRED SURFACES TO COMPLY WITH REQUIRED FIRE/SMOKE RATING

H. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE START OF WORK.

I. PRIOR TO ROOMS' LAYOUT FIELD VERIFY THAT ALL PARTITIONS DO NOT CONFLICT WITH EXISTING WINDOWS. ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT.

J. REFER TO FINISH SCHEDULE TO DETERMINE AREAS WHERE NEW FINISH IS TO BE INSTALLED.

K. WHERE EXISTING WALLS/FLOOR FINISHES ARE REMOVED, PROVIDE FLOOR LEVELING AS REQUIRED PRIOR TO INSTALLATION OF SCHEDULED FINISH.

L. FURNITURE LAYOUT IS SHOWN FOR REFERENCE ONLY. OWNER WILL PROCURE FURNITURE THROUGH A SEPARATE CONTRACT. GENERAL CONTRACTOR TO COORDINATE ALL ASSOCIATED WORK WITH OWNER AND FURNITURE VENDOR.

FLOOR PLAN GENERAL NOTES

CODED NOTE LEGENDX

1. 35" H OPTICAL TURNSTILE. SEE SPECIFICATION. 2. INTERACTIVE KIOSK PROVIDED BY OWNER, INSTALLED BY CONTRACTOR.3. TICKET VENDING MACHINE PROVIDED BY OWNER, INSTALLED BY

CONTRACTOR.4. VIDEO WALL. REFER TO STRUCTURAL DRAWINGS FOR MODIFICATIONS

REQUIRED.5. INSTALL NEW TERRAZZO SYSTEM WITH PRECAST TERRAZZO BASE. SEE

SPECS AND DETAILS. SEE FINISH PLAN FOR EXTENTS OF TERRAZZO.6. INSTALL NEW TILE AT THIS LOCATION.7. PROVIDE NEW STONE STEPS AT THIS LOCATION. SEE SPECS & DETAILS.8. PROVIDE METAL HANDRAIL AT THIS LOCATION. SEE DETAILS.9. PROVIDE NEW SLIDING DOOR SYSTEM (SINGLE SLIDER) W/ INTERNAL AIR

CURTAIN.10. PROVIDE NEW SLIDING DOOR (DOUBLE SLIDING)11. PROVIDE NEW CURTAIN WALL SYSTEM WITH INSULATED GLAZING PER

SPECS.12. PROVIDE NEW STORE FRONT SYSTEM WITH INSULATED GLAZING PER

SPECS.13. INTERIOR FULL HEIGHT GLAZING SYSTEM PER SPECS.14. RECESS IN WALL FOR VIDEO WALL SYSTEM. FINAL DEPTH AND SIZE OF

RECESS TO BE COORDINATED WITH EQUIPMENT MANUFACTURER. PROVIDE A DEPTH SO THAT THE SURFACE OF VIDEOWALL IS FLUSH WITH ADJACENT WALL SURFACE WHEN INSTALLATION IS COMPLETE.

15. REMOVE CURTAIN WALL AS NEEDED TO INSTALL NEW FLOORING. REINSTALL CURTAIN WALL AT SAME LOCATION.

16. MAINTAIN AND PROTECT EXISTING WINDOW SYSTEM DURING CONSTRUCTION.

17. CLEAN EXISTING STONE STEPS.18. CUSTOM CASEWORK. SEE SHEET A850.19. 69" H OPTICAL TURNSTILE. SEE SPECIFICATION.20. EXISTING WALL HYDRANT TO REMAIN.21. ADD 3 1/2" BATT INSULATION FROM CEILING TO BOTTOM OF STRUCTURE

ABOVE (APPROX. 2'-0" H, 6'-0" LF).22. PROVIDE NEW CONTINUOUS GYP. BD. (3 5/8" METAL STUD) BULKHEAD.

BRACE TO EXISTING STRUCTURE AT 4'-0" O.C. ON SIDE WITH CEILING. PROVIDE HEADER AS REQUIRED BY ALL GLASS SYSTEM MANUFACTURER.

23. PROVIDE INWALL BLOCKING FOR NEW FLAT SCREEN TELEVISION / MONITOR. PATCH AND REPAIR GYP. BD. WALL AS NEEDED.

24. PATCH & REPAIR WALL AS REQUIRED FOR INSTALLATION OF NEW CONDUIT IN WALL. SEE MEP DRAWINGS. TYP. AROUND PERIMETER OF SPACE.

25. REFER TO MEP DRAWINGS FOR LOCATION OF FLOOR BOXES. TYP.26. FABRIC WRAPPED PANELS, SEE ELEVATIONS AND SPECS.27. PROVIDE NEW FORMED ALUMINUM COVER TO MATCH EXISTING. BY

CURTAIN WALL MANUFACTURER. FILL VOIDS WITH INSULATION.28. NEW RECESSED FIRE EXTINGUISHER CABINET.29. OPTICAL TURNSTILE INFILL BARRIER, REFER TO SPECIFICATIONS.30. INSTALL MOUNTING BRACKETS FOR MARKER BOARD. INSTALL BLOCKING

AS REQUIRED.31. ADD IN WALL BLOCKING AS REQUIRED FOR INSTALLATION OF WALL AND

BASE CABINETS.32. PROVIDE MTL. STUD INFILL WALL AT THIS LOCATION TO ALIGN WITH

ADJACENT SIDES.33. TERRAZZO JOINTS (APPROX. LOCATIONS).34. PROPOSED LOCATION OF SENSOR FOR SNOW MELT SYSTEM.35. ALIGN TOP OF FINISHED TILE FLOORING WITH TOP OF LANDING.36. PROVIDE METAL STUD INWALL BLOCKING IN EXISTING WALL FOR

SUPPORT OF GLASS PANELS (N.I.C.). ENTIRE LENGTH OF WALL. FULL HEIGHT. PATCH AND REPAIR GYP. AS NEEDED AFTER BLOCKING INSTALLATION.

37. PROVIDE INWALL BLOCKING FOR FUTURE SIGNAGE. PATCH AND REPAIR GYP. AS NEEDED AFTER BLOCKING INSTALLATION.

38. PROVIDE COAT ROD & SHELF.39. PATCH & REPAIR WALL AFTER INSTALLATION OF CONDUITS FOR VIDEO

WALL.40. PROVIDE NEW QUARTZ WINDOW SILL. COLOR TO MATCH COUNTERTOP.

FIELD VERIFY SIZE & SHAPE.

PLAN LEGEND

NO WORK IN THIS AREA

WORK TO BE PROPOSED AS AN ALTERNATE

LOCATION OF ICE MELT SYSTEM BELOW STONE TILE. FINAL DESIGN TO BE COORDINATED WITH ICE MELT SYSTEM MANUF.

1 2

A

B

C

ELEC011

FIRE PUMP014A

CORRIDOR012

UP

19

8'-0"

5'-0

"

1'-2"

(36" W)

© 2

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DRAWING TITLE:

FOR

DRAWN BY: CHECKED BY:

PROGRESS DRAWING NOT FOR

CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

2019

10:

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18088.03

5-31-19

CONSTRUCTION DOCUMENTS

A102

Author Checker

ENLARGED PLANS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

1/4" = 1'-0"

ENLARGED LOBBY PLAN1

1/4" = 1'-0"

ENLARGED SECOND FLOOR PLAN3

1/4" = 1'-0"

ENLARGED LOWER LEVEL PLAN2

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

1

1

2

2

2

Page 13: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

(E) F.E.C.

(E) F.E.C.

OS

(E) F.E.C.

(E) F.E.C.

NOTE: COORDINATE ARCHITECTURAL REFLECTED CEILING PLANS WITH THEMECHANICAL AND ELECTRICAL DRAWINGS FOR NUMBER OF, AND LOCATIONS.OF, AND TYPES OF FIXTURES AND GRILLES. NOT ALL ITEMS SHOWN ON LEGENDMAY BE PRESENT IN PROJECT.

A1 ACOUSTIC CEILING TYPE 1: 2'x2' LAY-IN CEILING

CODED NOTE LEGEND

1. PAINT EXISTING CEILING.2. LOCATION OF EXISTING BEAMS, TYP.3. CLEAN, SCRAPE, AND PREPARE UNDERSIDE OF EXISTING CEILING TO

RECEIVE NEW PAINT. MAINTAIN INTEGRITY OF EXISTING RATED FLOOR/ CEILING ASSEMBLY, TYP.

4. CLEAN ALL EXISTING LIGHT FIXTURES AND DEVICES IN CEILING IN THIS ROOM.

5. PENDANT LIGHT FIXTURE. SEE MEP DRAWINGS.6. MODIFY CEILING TILE AND GRID AT THIS LOCATION FOR INSTALLATION

OF NEW BULKHEAD.7. BAFFLE, TYP. 8. POWDER COATED UNI-STRUT. COORDINATE W/ BAFFLE MANUF FOR

REQUIREMENTS.9. 1/2: DIA. THREAD ROD @ 6' O.C. MIN. COORDINATE LOCATION WITH

EXISTING JOIST LOCATION AND BAFFLE MANUF.10. 1 5/8" UNI-STRUT PLACED ON TOP OF BOTTOM CHORD OF EXISTING

JOIST. BOLT UNI-STRUT TO JOIST WITH (1) 1/2" DIAMETER BOLT PLACED BETWEEN BOTTOM CHORDS. SPACE AT 6' ON CENTER. FIELD VERIFY EXISTING JOIST LOCATION. CONTRACTOR TO REPAIR, PATCH AND PAINT CEILING TO MATCH EXISTING AFTER INSTALLATION OF UNI-STRUTS AND THREAD RODS.

11. EXISTING GYP. BD. SOFFIT TO REMAIN. PAINT VERTICAL AND HORIZONTAL SURFACES.

12. REFER TO 3/AD103. EXISTING ACT AND CEILING MOUNTED DEVICES TO REMAIN.

A. PAINT DESIGNATED FOR EXPOSED OVERHEAD STRUCTURE IS TO INCLUDE ALL EXPOSED COMPONENTS INCLUDING (BUT NOT EXCLUSIVE TO) DECKING, STRUCTURAL MEMBERS, MECHANICAL AND ELECTRICAL DELIVERY SYSTEMS, FIRE PROTECTION SYSTEMS (EXCLUDING SPRINKLER HEADS), AND ALL OTHER MISCELLANEOUS BUILDING SYSTEMS LOCATED OVERHEAD. EACH OF THE AFOREMENTIONED CATEGORIES IS TO INCLUDE ANY AND ALL ASSOCIATED SUPPORTS, FASTENERS, HANGERS, STRUTS, BRACES, BRACKETS, ETC.

B. LIGHT FIXTURES SHOWN TO INDICATE PROPOSED FIXTURES & GENERAL DESIGN INTENT.

C. FINISHED CEILING HEIGHTS ARE MARKED FROM TOP OF FINISH FLOOR U.N.O.D. COORDINATE LOCATION OF FIXTURES WITH MECHANICAL, ELECTRICAL,

PLUMBING, FIRE SUPPRESSION AND TECHNOLOGY DRAWINGS. ANY CONFLICT BETWEEN TRADES, NOTIFY ARCHITECT PRIOR TO INSTALLATION.

E. FACE OF BULKHEADS ARE TO ALIGN WITH FACE OF ADJACENT WALLS TO WHICH BULKHEADS ARE PARALLEL , U.N.O. OR DIMENSIONED.

F. ALL GYPSUM BOARD SOFFITS & CEILINGS TO BE PAINTED FLAT CEILING WHITE U.N.O.

G. PAINT DUCTWORK INSIDE AIR GRILLES FLAT BLACK.H. CEILING GRIDS ARE CENTERED ON ROOM, U.N.O. OR DIMENSIONED.I. WHERE EXIT SIGNS OCCUR OVER A DOOR OR PAIR OF DOORS, CENTER SIGN

ON DOOR OPENING.J. ALL CEILING DEVICES TO BE CENTERED IN TILE, U.N.O.K. COORDINATE ARCHITECTURAL REFLECTED CEILING PLANS WITH MEP

DRAWINGS FOR NUMBER, LOCATIONS AND TYPES OF CEILING FIXTURES, DEVICES ETC. NOT ALL ITEMS ARE SHOWN ON THE ARCHITECTURAL CEILING PLANS. PROVIDE BLOCKING FOR CEILING ITEMS, AS REQUIRED.

L. MODIFY SPRINKLER SYSTEMS WHERE NOTED. NEW SPRINKLER HEADS TO MATCH EXISTING.

M. REFER TO ARCH. & MEP DEMOLITION PLANS FOR ADDITIONAL INFORMATION.N. ALL GYP. BD CEILINGS TO BE PAINTER PER FINISH SCHEDULE.

RCP GENERAL NOTES

XX XX'-XX"

E1 EXPOSED STRUCTURE ABOVE

G1 GYPSUM BOARD CEILING OR SOFFIT

2x2 FLUORESCENT LIGHT FIXTURE(SHADING DENOTES EMERGENCY FIXTURE)

2x4 FLUORESCENT LIGHT FIXTURE(SHADING DENOTES EMERGENCY FIXTURE)

1x4 FLUORESCENT LIGHT FIXTURE(SHADING DENOTES EMERGENCY FIXTURE)

1x8 FLUORESCENT LIGHT FIXTURE(SHADING DENOTES EMERGENCY FIXTURE)

OR

OR RECESSED CAN LIGHT

EXIT LIGHT WITH DIRECTIONAL ARROW

EXIT LIGHT

LINEAR COVE LIGHT

SUPPLY DIFFUSER

EXHAUST/RETURN GRILLE

LINEAR DIFFUSER

CEILING TAG WITH HEIGHT

SURFACE MOUNTED LIGHT

RCP LEGEND

PLAN LEGEND

NO WORK IN THIS AREA

A2 WOOD PANEL - GRILLE CEILING

WORK TO BE PROPOSED AS AN ALTERNATE

X

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

CASH/STOR.104

FILE/WORK103

OFFICE106

CONFERENCE105

STORAGE110

MECH113

KITCHENETTE112

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CORRIDOR111

ELEV.#3

ELEC114

BOARD RM107

MECH108

WOMEN'S115

MEN'S116

STOR.117

FIRE CMD CTR119

ELEV.#2

ELEV.#1

RETAIL/SALES101C

12.7

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A1 9'-7"ELEV LOBBY111B

ELEV LOBBY118

CORRIDOR118A

BUSINESS WAITING101A

LOBBY101

VESTIBULE100

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G1 9'-6"G1 9'-6"G1 9'-6"

A2

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9'-10"

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G1 8'-4"

G1 8'-4"

G1 19'-0"

G1 19'-0"

4

4

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1 2 3 4 5 6 7 8 9 10 11 12 13

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B

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STORAGE714

ELEC715

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WOMEN'S716

MEN'S719

MECH718

JAN717

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JAN210

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ELEV LOBBY213A

ELEC208

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MAIL ROOM206

BREAK ROOM204

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DRAWING TITLE:

FOR

DRAWN BY: CHECKED BY:

PROGRESS DRAWING NOT FOR

CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

2019

10:

08:3

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5-31-19

CONSTRUCTION DOCUMENTS

A201

Author Checker

REFLECTED CEILING PLANS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

RCP 1/8" = 1'-0"1 01 FIRST FLOOR

RCP 1/8" = 1'-0"3 07 SEVENTH FLOOR

RCP 1/8" = 1'-0"2 SECOND FLOOR

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

1

RCP 1/4" = 1'-0"4 TYP. BAFFLES LAYOUT

SUPPORT OF FELT BAFFLE DESIGN INTENT.

1. REFER TO SUPPLIERS RECOMMENDED SUPPORT REQUIREMENTS.2. PROVIDE POWDER COATED UNI-STRUT FOR BAFFLE TO SNAP

CONNECTION. BAFFLE IS PREFABRICATED TO SNAP INTO UNISTRUT. LOCATE POWDER COATED UNISTRUT WITH SPACING TO MATCH SNAP NOTCHES.

3. PROVIDE 1/2" DIAMETER ALL THREAD ROD FROM POWDER COATED UNISTRUT UP TO UNISTRUT SPANNING BETWEEN EXISTING JOIST CHORDS. RODS TO BE AT EACH UNISTRUT AND SPACED AT NO MORE THAN 6FT ON CENTER.

4. PROVIDE DOUBLE UNISTRUT ON TOP OF JOIST BOTTOM CHORD SPANNING BETWEEN JOISTS. BOLT TO JOIST BOTTOM CHORD. UNISTRUT TO BE SPACED TO SUPPORT ALL THREAD RODS.

5. CONTRACTOR TO VERIFY EXISTING JOIST SPACING AND COORDINATE WITH UNISTRUT SUPPLIER AS EXISTING FRAMING UNKNOWN.

6. REMOVE EXISTING GYP. BD. CEILING TO ACCESS UNDERSIDE OF JOISTS ABOVE. FIELD VERIFY LOCATION AND EXTENTS OF REMOVAL. PATCH AND REPAIR EXISTING GYP. BD. CEILING AS REQUIRED FOR INSTALLATION OF STRUCTURE TO SUPPORT BAFFLES.

1

Page 14: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

01 FIRST FLOOR

100'-0"

12'-0"8'-4 13/16"

1

2

2 2

2

10

89

5

101A

100A

6

7

34

1

11

1

1

12

1

13 13

1

1

A301

2

14

1

1

17

1

1616 15

1

A. X

GENERAL NOTES - EXTERIOR ELEVATIONS

CODED NOTE LEGENDX

1. EXISTING SIGNAGE TO REMAIN.2. EXISTING LIMESTONE TO REMAIN.3. NEW GRANITE STEPS TO MATCH EXISTING NORTH STAIR.4. EXISTING RAMP AND METAL RAIL TO REMAIN.5. NEW CURTAIN WALL TO MATCH EXISTING.6. NEW SLIDING DOOR.7. NEW 1 1/2" METAL RAILING (36" HIGH). BRONZE ANODIZED.8. NEW STOREFRONT SYSTEM.9. EXISTING GRANITE STAIR TO REMAIN.10. EXISTING ROUND WINDOW TO REMAIN.11. SURFACE MOUNTED INTERNALLY ILLUMINATED ALUMINUM CHANNEL

LETTERING (BY OTHERS). CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED.

12. PRECISION CUT 1/4" THICK ALUMINUM PLATE LETTERS ATTACHED TO EXISTING FACE. APPROXIMATELY 4" TALL CAP HEIGHT. PAINT LETTERS TO MATCH DARK BRONZE. (SIGNAGE TO BE PROVIDED AND INSTALLED BY OTHERS).

13. DOOR SYSTEM FINISH TO MATCH EXISTING CURTAIN WALL FINISH.14. POST WELDED TO BASE PLATE. PROVIDE CONCRETE ANCHORS TO

SECURE PLATE. PROVIDE BASE FLANGE COVER.15. STONE PANELS. SEE DETAILS AND SPECS.16. JOINTS IN STONE PANEL, TYP.17. JOINT SPACING IN STONE TO BE SIMILAR TO ADJACENT EXISTING STONE

STEPS.

2'-6

"

10'-5 7/8"

11 1/4"

11 1

/4"

11'-6"

3'-3

11/

16"

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300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

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A301

Author Checker

EXTERIOR ELEVATIONS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

ELEVATION 1/2" = 1'-0"

EXTERIOR - EAST1CURTIS J. MOODY, LIC. #7066

EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/31/2019 Addendum #3

DETAIL 1/2" = 1'-0"

EXTERIOR SIGNAGE2

1

1

1

Page 15: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

1'-1

0"1'

-2"

3'-6

"

2'-6"6"

EXISTING STRUCTURE TO REMAIN

EXISTING FACADE TO REMAIN

REMOVE POLISHED GRANITE SIGN FACING, SALVAGE ALL LETTERS FOR REUSE

1'-1

0"1'

-2"

11/1

6"

FV

3'-4

3/1

6"

4"1'-2"7 1/2"10 1/2"

EXISTING STRUCTURE TO REMAIN

EXISTING FACADE TO REMAIN

6'-5

3/8

"

RIGID INSULATION

3'-0"

EXT. GRADE GYPSUM SHEATHING, PAINT. CURTAIN WALL SYSTEM

DEMOLITION NEW

NEW STEEL ANGLE, REFER TO STRUCTURAL

CURTAIN WALL SYSTEM

EXISTING STEEL NEW STEEL ANGLE, REFER TO STRUCTURAL

STONE PANEL

AIR AND MOISTURE BARRIER OVER EXTERIOR GYPSUM SHEATHING

REMOVE PLASTER SOFFIT

REMOVE CURTAIN WALL WHERE NOTED IN PLAN

SEALANT

SEALANT, BOTH SIDES

FV5 3/4" +/-

1

NEW SIGNAGE

SURFACE MOUNTED INTERNALLY ILLUMINATED ALUMINUM CHANNEL LETTERING (BY OTHERS)

5 13

/16"

2'-6

"

1'-4"

2

STONE PANEL

PROVIDE BLOCKING AS REQUIRED FOR SIGNAGE

7"7"

EXISTING COLUMN BEYOND

REMOVE EXISTING STONE STEPS AND SETTING BED

EXISTING MASONRY WALL

EXISTING CONCRETE SIDEWALK

NEW STONE STEPS ON SETTING BED

PROVIDE NEW MEMBRANE WATERPROOFING

1'-0" 1'-0"

EXISTING CONCRETE STEPS TO REMAIN

REMOVE EXISTING STONE PAVERS

NEW CONCRETE STEPS

ICE MELT SYSTEM INSTALLED IN A THICK MORTAR BED OVER THE EXISTING SLAB ON DECK

NEW STONE TILE

2 1/

4"3/

4"

EXISTING MASONRY WALL

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE STEPS TO REMAIN

EXISTING STRUCTURE TO REMAIN

DEMOLITION NEW

8"

1 1/2"+/-

4"

EXISTING CONDITION

6'-9

" +/

- F.V

.

1/4" SAFETY GLAZING WITH ALUMINUM U-CHANNEL TOP AND BOTTOM, REFER TO SPECIFICATIONS

NEW FLOORING, REFER TO FINISH PLANS

GYPSUM BOARD SOFFIT, ALIGN WITH EXISTING

OFFICE

201

LOBBY

101

F.V.

1'-2 1/2"

F.V.

1'-5 1/2"

2 3/

8"2

3/8"

VIDEO SCREEN WALL

WRAP GYPSUM WALLBOARD AT VIDEO SCREEN WALL NICHE

1 1/4" FRT PLYWOOD

EXISTING GYPSUM WALL BOARD PARTITION TO REMAIN

EXISTING FLOOR SLAB

NEW METAL FRAMING, REFER TO STRUCTURAL DRAWINGS

4"

EXISTING STRUCTURE TO REMAIN

PROVIDE NEW MEMBRANE WATERPROOFING, LAP UP BLOCK UNDER CURTAIN WALL

ICE MELT SYSTEM INSTALLED IN A THICK MORTAR BED OVER THE EXISTING SLAB ON DECK

NEW STONE TILE

EXISTING STRUCTURE TO REMAIN

TERRAZZO TOPPING SYSTEM

CONCRETE CURB BONDED TO EXISTING CONCRETE SLAB

CURTAIN WALLRIGID INSULATION

1/2"

2 1/

2"

7 1/2"

ISOLATION JOINT

TOPPING SLAB

ISOLATION MEMBRANE

7"7"

NEW STONE STEPS ON SETTING BED

NEW CONCRETE INFILL

EXISTING MASONRY WALL

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE STEPS TO REMAIN

EXISTING STRUCTURE TO REMAIN

6" 1'-0"PROVIDE NEW MEMBRANE WATERPROOFING, LAP UP BLOCK UNDER CURTAIN WALL

NEW STONE TILE INSTALLED IN A THICK MORTAR BED OVER THE EXISTING SLAB ON DECK

FLOOR FINISH, REFER TO FINISH PLAN

CONCRETE CURB BONDED TO EXISTING CONCRETE SLAB

CURTAIN WALLRIGID INSULATION

7 1/2"

ISOLATION JOINT

TERRAZZO TOPPING SYSTEM

TOPPING SLAB

ISOLATION MEMBRANE

NEW STONE TILE

EXISTING STRUCTURE TO REMAIN

TERRAZZO TOPPING SYSTEM

RIGID INSULATION

CURTAIN WALL

CONCRETE CURB BONDED TO EXISTING CONCRETE SLAB

1/2"

2 1/

2"

7 1/2"

TOPPING SLAB

ISOLATION MEMBRANE

F.V.

+/-6 1/2"

2 1/

2"

REMOVE PORTION OF EXISTING CURTAIN WALL AS REQUIRED TO INSTALL NEW FLOORING AND CURB. REINSTALL CURTAIN WALL IN SAME LOCATION.

1/4"

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CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

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CONSTRUCTION DOCUMENTS

A520

Author Checker

ENLARGED DETAILS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

DETAIL 3/4" = 1'-0" REF: 1 / A501

EXTERIOR CANOPY SIGNAGE6

DETAIL 3/4" = 1'-0" REF: 1 / A501

EXTERIOR STAIR1DETAIL 1 1/2" = 1'-0" REF: 3 / A102

EDGE OF FLOOR SLAB2 DETAIL 1 1/2" = 1'-0" REF: 3 / A102

VIDEO WALL7

DETAIL 3/4" = 1'-0" REF: 1 / A501

NEW CURTAIN WALL SILL4

DETAIL 3/4" = 1'-0" REF: 2 / A501

NEW CURTAIN WALL SILL (VESTIBULE)3

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

DETAIL 3/4" = 1'-0" REF: 1 / A102

EXISTING CURTAIN WALL SILL5

2

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HANGER WIRE

MAIN RUNNER OR CROSS TEE

BACKER CLIP

EXISTING SOFFIT

WOOD GRILLE PANEL,SEE CEILING PLAN FOR ELEVATION.

BACKER

SOUND INSULATION FABRIC

2" TYP.7/8"

1 5/

8"

5/8"

HANGER WIRE

MAIN RUNNER OR CROSS TEE

BACKER CLIP

WOOD GRILLE PANEL,SEE CEILING PLAN FOR ELEVATION.

BACKER

SOUND INSULATION FABRIC

SOLID WOOD TRIM AT PERIMETER BY WOOD GRILLE CEILING MANUF.

ALIGN

4"

5/8" TYP. 2" TYP.

1 5/

8"

ACOUSTIC CEILING

6"

3 5/8" MTL. STUDS FRAMINGW/ SOUND ATTENUATION BATT INSULATION

5/8" GYPSUM BD.

MTL STUD DIAGONAL BRACING AT 4'-0" O.C.

18 GA. 12" D. MTL BOXED HEADER

AT EXISTING WALL: CLIP BOXED HEADER TO EXISTING STUD W/ (2) 12 GA. BENT CLIPS.

AT NEW WALL: PROVIDE (2) JACK STUDS AND (2) KING STUDS AT EACH HEADER BEARING

GLAZING CHANNEL

GLAZING AS INDICATED ON ELEVATION

5/8" GYPSUM BD.

OFFICE / CONF. ROOM SIDE

OPEN OFFICE SIDE

EXISTING CEILING. 1'-0

"

1

2

SPECIFIED FABRIC

SPECIFIED CORE (1" THK. ACOUSTICAL)

METAL EXTRUSION SYSTEM

VINYL BASE

GYP. BD.

SPECIFIED FABRIC

1" THICK COREMETAL EXTRUSION

GYP. BD.

SPECIFIED FABRIC

1" THK. CORE

METAL EXTRUSION

GYP. BD.

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CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

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CONSTRUCTION DOCUMENTS

A521

Author Checker

INTERIOR DETAILS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

DETAIL 1 1/2" = 1'-0"

WOOD GRILLE CEILING AT FIRST FLOOR BOARD ROOM1DETAIL 1 1/2" = 1'-0" REF: 3 / A201

WOOD GRILLE CEILING AT SEVENTH FLOOR2DETAIL 1 1/2" = 1'-0"

HEAD AT INTERIOR BUTT GLAZED SIDELITE3

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

DETAIL 12" = 1'-0" REF: 4 / A910

BOARDROOM - FABRIC WALL BASE4DETAIL 12" = 1'-0" REF: 4 / A910

BOARDROOM - FABRIC WALL INTERIOR EDGE5DETAIL 12" = 1'-0" REF: 4 / A910

BOARDROOM - FABRIC WALL MIDSEAM6

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

Page 17: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

A850

17A

17C

17B

A850

17D

A850

A850

17F

17E

6'-0" 6'-6"

6'-5

"

V.I.F.

±9'-5"

3'-6

"

22

A85018

A850

14

A850

10

A850

6

A850

2

A850

1. REFER TO SPECIFICATION MANUAL SECTIONS 06-20-00 (FINISHED CARPENTRY) AND 06-40-00 (ARCHITECTURAL WOODWORK) FOR A COMPLETE ENUMERATION OF PERFORMANCE AND FABRICATION GUIDELINES.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING IN-WALL BLOCKING ADEQUATE FOR THE SUPPORT OF ALL CABINETRY NOTED HEREIN. IN ADDITION, THE CONTRACTOR SHALL PROVIDE ADEQUATE IN-WALL BLOCKING FOR ANY/ALL FINISH CARPENTRY OR ANCILLARY COMPONENTS (INCLUDING BUT NOT LIMITED TO WALL PANELS, MILLWORK, CUSTOM CASEWORK, GRAPHIC PANELS, BANNERS, ETC.) DESIGNATED AND DETAILED HEREIN AS RIGIDLY ATTACHED TO WALL ASSEMBLIES OR OTHER STRUCTURAL COMPONENTS. SEE SPECIFICATION SECTION 06 10 50 FOR BLOCKING REQUIREMENTS. NOTE: SPECIFIC TYPES OF BLOCKING ARE SHOWN IN DETAIL DRAWINGS FOR CLARITY – THIS IS NOT TO BE TAKEN AS A FULL ACCOUNTING. GENERAL/TYPICAL BLOCKING MAY OR MAY NOT BE SHOWN.

3. FOR PLASTIC LAMINATE CABINETS: ALL EXPOSED EXTERIOR SURFACES ARE TO BE CLAD IN PLASTIC LAMINATE (COLOR AS NOTED). ALL EXPOSED INTERIOR SURFACES ARE TO BE CLAD IN WHITE MELAMINE. HIDDEN OR CONCEALED FACES ARE TO BE CLAD IN A PLASTIC LAMINATE BACKER. DOORS AND ADJUSTABLE SHELVES ARE TO FULLY CLAD IN THE SAME PLASTIC LAMINATE AS THE CASE (UNLESS NOTED OTHERWISE).

4. PROVIDE LOCKS FOR CABINET DOORS (UPPER AND LOWER) AS NOTED ON SPECIFIC ELEVATIONS.

5. ALL COUNTERTOPS ARE TO INCLUDE A CONTINUOUS MATCHING 4” BACKSPLASH (UNLESS SHOWN AND NOTED OTHERWISE). ALL BACKSPLASHES ASSUMED TO INCLUDE SIDESPLASHES AT ADJOINING WALLS AND/OR OTHER VERTICAL INTERRUPTIONS.

6. PLASTIC LAMINATE COUNTERTOPS ARE TO HAVE A 1 ½” NOSING WITH A MATCHING DOELKIN WOODTAPE VINYL EDGE BAND (MANUFACTURER’S BEST MATCH). EDGE BAND MATCHES TO BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. UNDERSIDES OF COUNTER ARE TO BE CLAD WITH BACKER SHEET.

7. ALL THRU-COUNTER WIRE MANAGEMENT SLOTS ARE TO BE 12” LONG X 1” WIDE WITH DOUG MOCKET BRUSH STRIP INSERT (BR1-90). ALL FABRICATED WORKSURFACES WITH OPEN KNEE SPACE ARE TO RECEIVE A MINIMUM OF (1) INSERT EVERY 48”. EXACT AND FINAL LOCATIONS ARE TO BE FIELD-COORDINATED WITH OWNER.

8. FOR “WET” AREAS (INCLUDING ALL FOOD SERVICE CABINETRY): COUNTERTOP/BACKSPLASH AND BASE CABINET SUBSTRATES ARE TO BE MARINE GRADE PLYWOOD.

9. ALL SHELVES ARE ADJUSTABLE (UNLESS NOTED OTHERWISE) SUPPORTED ON NICKEL (SPOON-TYPE) SHELF PINS. RECEIVING HOLES TO BE SPACED 2” O.C.

10. NOTE THAT EQUIPMENT/APPLIANCES SHOWN WITH DOTTED IN LINES IS FOR REFERENCE ONLY. EXACT LOCATIONS TO BE VERIFIED IN FIELD WITH OWNER.

11. FOR CABINETS AT INSIDE CORNERS: PROVIDE “CORNER CABINET” EXTENSION SO THAT END CABINET OF ONE RUN EXTENDS ALONG AND BEHIND OTHER RUN TO FILL IN CORNER DEAD SPACE – MODIFY AUGMENT SHELF SUPPORTS AS REQUIRED.

12. FINISH/MATERIAL ABBREVIATIONS ARE DELINEATED IN THE OVERALL PROJECT FINISH LEGEND.

Millwork /Casework Coded Notes

Millwork /Casework General Notes

Millwork /Casework Finish Materials

Plastic Laminate (PL)PL-1: FORMICA - COLORCORE 2 - "NEW WHITE" 7223C-58PL-2: FORMICA - "MOUSE" 928-58

Quartz Stone Surface (QZ)QZ-1: CORIAN - QUARTZ - "SNOW WHITE" (2CM)QZ-2: DUPONT - ZODIAQ - "CONCRETE CARRARA" (2CM)

1. COUNTERTOP/SURFACE/FACE: QUARTZ STONE (2 CM) WITH MITER-FOLD, PENCIL-EDGE JOINTS ON CONT. 3/4" CABINET GRADE PLYWOOD SUBSTRATE. (SEE GEN. NOTE 8) (COLOR AS NOTED).

2. COUNTERTOP/SURFACE/FACE: SOLID SURFACE (1/2") WITH SEAMLESS BUTT JOINT, PENCIL-EDGE FINISHING ON CONT. 3/4" CABINET GRADE PLYWOOD SUBSTRATE. (SEE GEN. NOTE 8) (COLOR AS NOTED).

3. CASES AND COMPONENTS: PLASTIC LAMINATE (COLOR AS NOTED ON SPECIFIC DRAWINGS) ON 3/4" CABINET-GRADE PLYWOOD SUBSTRATE. (SEE GENERAL NOTES 3 & 8).

4. DOORS AND DRAWER FRONTS (FINISH AS NOTED): REVEAL OVERLAY STYLE, DOORS ON CONCEALED, EUROPEAN-STYLE HINGES (SEE GENERAL NOTE 3 & 4) . PLASTIC LAMINATE ON 3/4" PLYWOOD SUBSTRATE. WITH COORDINATING 3mm PVC EDGE BAND (3/4").

5. FOR PLASTIC LAMINATE CABINETS: INTERIORS TO BE WHITE MELAMINE WITH MATCHING MELAMINE ADJUSTABLE SHELVES (MATCHING VINYL EDGE TAPE @ ALL SIDES. SHELVES ARE ADJUSTABLE (UNLESS NOTED OTHERWISE) SUPPORTED ON NICKEL (SPOON-TYPE) SHELF PINS. RECEIVING HOLES TO BE SPACED 2" O.C.

6. DOOR/DRAWER PULL (SEE 21 / A850 FOR SPECIFIC DESIGNATIONS)7. DRAWERS (EXCEPT FILES) ON MEDIUM-DUTY, FULL EXTENSION, SOFT-

CLOSING GLIDES - FULL FILE DRAWERS ON HEAVY-DUTY, FULL-EXTENSION GLIDES. (WHITE MELAMINE INTERIORS).

8. VINYL BASE (COLOR AS NOTED)9. PLYWOOD RIBS SPACED NOT MORE THAN 16" O.C. PROVIDE PENETRATIONS

FOR WIRE MANAGEMENT.10. COUNTER SUPPORT BRACKETS (12" X 18" U.N.O.):

A & M HARDWARE, INC. 1165 Strickler Rd., Mount Joy, PA 175521-888-647-0200 [email protected]

REGULARLY SPACED SO THAT OPEN SPANS NEVER EXCEED 42" 11. THRU-COUNTER WIRE MANAGEMENT: DOUG MOCKET MM3 CAP (17S - SATIN

NICKEL) FOR 1 3/4" HOLE. EXACT AND FINAL LOCATIONS ARE TO BE FIELD-COORDINATED WITH OWNER.

12. 10"X10"X1 1/4" ANGLE BRACKET (.25" THICK) ZINK PLATED STEEL - SEE McMASTER-CARR #1556A22

13. 1/8" SATIN FINISH ALUMINUM FLAT BAR BASE MOLDING (HEIGHT AS NOTED) -DIRECT ADHERED TO SUBSTRATE

14. 3/8" CLEAR TEMPERED GLASS WITH GRIND & CHAMFER FINISH @ ALL EXPOSED EDGES (STANDARD BUTT JOINTS @ VERTICAL JOINS). ATTACH WITH STANDOFF HARDWARE & 1" DIA. STAINLESS CAPS (AS SHOWN).

15. GRAY PLASTIC SLIDE-OUT BIN ( SEE McMASTER CARR #4758T71) 3 PER PED -TOTAL QTY: 9

16. UNDERMOUNT PENCIL DRAWER (SEE HERMAN MILLER # Y5010.BU BLACK UMBER) TOTAL QTY: 3

1

SECURE TO SLAB

1

6

4

9

7 (PL-4)

QZ-2

1 1/2"

6

QZ-2

4(PL-4)

6

4(PL-4)

7

7

4"

7 1/

4"5"

3/8"

1 1/

4"

2'-6

"

2'-5"

3"

4"

13 13

1

SECURE TO SLAB

1

13

9

QZ-2

1 1/2"

QZ-2

4"

2'-6

"

2'-5"

13

3(PL-2)

11

PROVIDE POWER/DATA (PER ELECTRICAL) AND ACCESS PANEL(AS REQ.)

1

SECURE TO SLAB

1

1QZ-1

1QZ-1

1'-0"

2'-7 1/2"

9

9

3'-6

"

QZ-2

1 1/2"

QZ-2

4"

8"

2'-6

"

6"

9

3

3

1 1

/4"

10

3/4

"

1 1/

4"

13

13

(PL-2)

(PL-1)

11

PROVIDE POWER/DATA (PER ELECTRICAL) AND ACCESS PANEL(AS REQ.)

1

SECURE TO SLAB

1

3(PL-1) COORDINATE ACCESS FOR

PANELS/EQUIP.

1

QZ-1

1QZ-1

1'-0"

2'-7 1/2"

6

4

9

9

3'-6

"

7 (PL-2)

QZ-2

6"

1 1/2"

6

QZ-2

4(PL-2)

6

4(PL-2)

7

7

4"8"

2'-6

"

7 1/

4"5"

3/8"

1 1/

4"

13 13

4"

3"

A85012C

A850

12D

A850 12A

12B

3'-1

0 1/

2"12

'-7 1

/2"

3'-2" 5'-7 7/16"

2'-5 7/16"

MATCHING FRAMELESS GLASS DOOR ON SHOWER DOOR HINGES MOUNTED TO EXISTING WALL.

PROVIDE FOR CARD READER CONTRILLED ACCESS

19

A850

15

A850

11

A850

7

A850

23

A850

1

ANCHOR TO SLAB

1

9

QZ-1

1 1/2"

QZ-1

4"

2'-0"

2'-6

"

13

13 13

6

4(PL-1)

6

4(PL-1)

6

4(PL-1)

7 1/

4"5"

3/8"

3"

13

1

ANCHOR TO SLAB

1

9

QZ-1

1 1/2"

QZ-1

4"

2'-6

"

4"

13

13

3(PL-1)

10

11

PROVIDE POWER/DATA (PER ELECTRICAL) AND ACCESS PANEL(AS REQ.)

1

SECURE TO SLAB

1

1QZ-1

1QZ-1

1'-0 3/8"

2'-2 1/4"

9

9

3'-6

"

QZ-2

1 1/2"

QZ-2

4"

8"

2'-6

"

6"

3

1 1/

4"

13

13

(PL-2)

3 1

/2"

1'-8 1

/2" 14

16

"INFILL" MATCHES WIDTH OF PORTALOPENING (14 1/2") FACE IS FLUSH WITH ADJACENT GLASS

1'-3

1/2

"

11

PROVIDE POWER/DATA (PER ELECTRICAL) AND ACCESS PANEL(AS REQ.)

1

SECURE TO SLAB

1

1QZ-1

1'-0" 3/8"

2'-2 1/4"

9

9

3'-6

"

QZ-2

1 1/2"

QZ-2

4"

8"

2'-6

"

6"

1 1/

4"

13

14

CASH DRAWER (O.F.C.I.)1 PER PED

1 1/

2"3/

4"4 7/

8"

3/4"4

7/8"

3/4"4

7/8"

3/4"

2 7/

8"

3/4"

5 1/

2"1/2"

3/8"

13

3"

15

15

15

1

SECURE TO SLAB

1

13

9

QZ-2

1 1/2"

QZ-2

4"

2'-8"

13

3(PL-2)

2'-6

"

FIN. FACE OFPED (BEYOND)

1

1QZ-1

1'-0" 3/8"

9

9

3'-6

"

PL-2

1 1/2"

4"

8"

6"

13

14

13

3

NOTE: PROVIDE SLIDE-OUT "TRAY" ON FULL-EXTENSION, HEAVY DUTY, BOTTOM MOUNT GLIDE (COORDINATE DIMENSIONS WITH OWNER'S APOS TOWER). PLAM (PL-2) ON ALL EXPOSED SURFACES.

1

SECURE TO SLAB

1

13

9

QZ-2

1 1/2"

QZ-2

4"

2'-8"

13

3(PL-2)

2'-6

"

CASH DRAWER (O.F.C.I.)1 PER PED

3(PL-2)

ALL INTERIOR

SLIDE-OUT TRAY

PROVIDE CONT. 18 GA. STEELPLATE (PAINT TO MATCH QZ-1)AS BACKER FOR GLAZING. ADJUSTALIGNMENT SO THAT GLASS MOUNTSTRUE & PLUMB

STANDOFF CAP

STANDOFF CAP

STANDARD PULL (P-1)

TYPICAL FOR ALL CABINETS NOT

SPECIFICALLY DESIGNATED FOR

CUSTOM PULLS

REFERENCE: HRX ALUMINUM

DOORS; EDGE PULLS; HANDLEBAR

ROUND (HBR)

3" LONG (U.N.O.)

IMAGE FOR STYLE REFERENCE

ONLY (NO SCALE)

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PHONE: (614) 461-4664FAX: (614) 280-8881

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A850

Author Checker

CASEWORK DETAILS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/31/2019 Addendum #3

PLAN 1/4" = 1'-0"

DETAIL@ SECURITY DESK1D. PUBLIC SIDE - LOOKING NORTH E. PUBLIC SIDE - LOOKING WEST F. PUBLIC SIDE - LOOKING SOUTH

A. STAFF SIDE - LOOKING NORTH B. STAFF SIDE - LOOKING EAST C. STAFF SIDE - LOOKING SOUTH

ELEVATION3/8"=1'-0'17 @ SECURITY DESK

SECTION 1 1/2" = 1'-0"

LOW COUNTER @ DRAWER PED2SECTION 1 1/2" = 1'-0"

LOW COUNTER @ KNEE SPACE6SECTION 1 1/2" = 1'-0"

TRANSACTION @ OPEN KNEE SPACE10SECTION 1 1/2" = 1'-0"

TRANSACTION @ DRAWER PED14

PLAN 1/4" = 1'-0"

DETAIL @ CUSTOMER SERVICE DESK8

C. PUBLIC SIDE - LOOKING WEST D. PUBLIC SIDE - LOOKING SOUTH

A. STAFF SIDE - LOOKING EAST B. STAFF SIDE - LOOKING NORTH

ELEVATION3/8"=1'-0'12 @ CUSTOMER

SERVICE DESK

SECTION 1 1/2" = 1'-0"

SIDE COUNTER @ DRAWER PED18SECTION 1 1/2" = 1'-0"

SIDE COUNTER @ KNEE SPACE22

SECTION 1 1/2" = 1'-0"

@ PASS THRU PORTAL19 SECTION 1 1/2" = 1'-0"

@ STORAGE PED - BINS15 1 1/2" = 1'-0"

@ LOW TRANSACTION11SECTION 1 1/2" = 1'-0"

@ SIDE RETURN23 1 1/2" = 1'-0"

@ PED (APOS TRAY)7NOTE: THIS SECTION IS TYPICAL FOR APOS SIDE OF ALL PEDSNOTE: THIS SECTION IS TYPICAL FOR BIN SIDE OF ALL PEDS

DETAILN.T.S.

PULLS21

DIAGONAL HATCHING INDICATES AREA OFSTEEL BACKING (MAGNETIC GLASS)

• UPPER TRANSACTION: QUARTZ STONE (QZ-1) ALL PUBLIC FACES; (PL-1) UNDERSIDE AND INNER FACES• DESK BODY & WORKSURFACE: QUARTZ STONE (QZ-2) ALL PUBLIC FACES; (PL-2) STAFFSIDE AND INNER FACES• STAFFSIDE CASES & COMPONENTS: PLAM (PL-2)• SIDE COUNTER UNIT: (QZ-1) ALL PUBLIC FACES; (PL-1) STAFFSIDE COMPONENTS AND INNER FACES• DRAWER PULLS: P-1• WIRE MANAGEMENT GROMMETS: (3) FOR MAIN DESK (2) FOR SIDE UNIT

• UPPER TRANSACTION: QUARTZ STONE (QZ-1) ALL PUBLIC FACES; (PL-1) UNDERSIDE AND INNER FACES• DESK BODY & WORKSURFACE: QUARTZ STONE (QZ-2) ALL PUBLIC FACES; (PL-2) STAFFSIDE AND INNER FACES• STAFFSIDE CASES & COMPONENTS: PLAM (PL-2)• DRAWER PULLS: P-1• WIRE MANAGEMENT GROMMETS: (3) FOR MAIN DESK (2) FOR SIDE UNIT• 3/8" CLEAR GLAZING MOUNTED FLUSH W/ STANDOFF CAPS

Page 18: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

01 FIRST FLOOR

100'-0"

02 SECOND FLOOR

113'-4"

A520

72

A520

INTERIOR GLAZING SYSTEM, REFER TO WINDOW ELEVATION

PAINT EXISTING GWB

NEW GWB PARTITION, PAINT

NEW TERRAZZO BASE, REFER TO SCHEDULE

PATCH SMOOTH AND PAINT EXISTING GWB

NEW STOREFRONT SYSTEM, REFER TO ELEVATIONS

EXISTING DOOR, PAINT

CASEWORKOPTICAL TURNSTILE, REFER TO SPECIFCATIONS

NEW TERRAZZO BASE, REFER TO SCHEDULE

BAFFLE, TYP. COLOR: BLACK

1/2" DIAMETER THREAD ROD, UP TO UNI-STRUT SPANNING BETWEEN EXISTING JOIST CHORDS, TYP. PATCH & REPAIR CEILING AS REQUIRED.

POWDER COATED UNISTRUT (FELT LOCK CONNECTION), TYP.

1

2

2

2

01 FIRST FLOOR

100'-0"

02 SECOND FLOOR

113'-4"

7

A520

NEW TERRAZZO BASE, REFER TO SCHEDULE

CASEWORK

PATCH SMOOTH AND PAINT EXISTING GWB

RECESSED VIDEO WALL SYSTEM. REFER TO DETAILS AND SPECIFICATIONS

10'-6

"8"

F.V

.2'

-2"

F.V

.7'

-0"

21'-7"BAFFLE, TYP.

1/2" DIAMETER THREAD ROD, UP TO UNI-STRUT SPANNING BETWEEN EXISTING JOIST CHORDS, TYP.

POWDER COATED UNISTRUT (FELT LOCK CONNECTION), TYP.

1

2

2

07 SEVENTH FLOOR

171'-0"

W33/36 W36/36 W33/36 W27/36

B33SB36B3334"

18"

36"

CASEWORK PERSPECIFICATION

UNDER CABINET LIGHTING

CW-1 / 3" X 6" SUBWAY TILE SEE FINISH LEGEND A900

UNDERCOUNTER REFRIGERATOR

QZ-1 COUNTERTOP SEE FINISH LEGEND A900

RB-1 (TYP.)SEE FINISH LEGEND A900

PAINTED GYPSUM BOARD WALL BEYOND

TOP KNOBHILLMONT TK908PC8-13/16" / NICKEL FINISH(TYP.) 800.499.9095

C/A

930

A/A

930

B/A

930

01 FIRST FLOOR

100'-0"

EQ EQ EQ EQ

FIELD VERIFY

14'-9 7/16"

6"9'

-10"

3'-0

"10

'-9"

EXISTING DOOR TO REMAIN

EXISTING GWB, PAINT FABRIC WRAPPED

PANELS, REFER TO SPECIFICATIONS

EXISTING GWB, PAINT

EXISTING BASE TO REMAIN

A521

6

A521

5

A521

4

01 FIRST FLOOR

100'-0"

FIELD VERIFY

21'-6 3/16"

6"9'

-10"

3'-0

"10

'-9"

EQ EQ EQ EQ EQ EQ

EQ EQFABRIC WRAPPED PANELS, REFER TO SPECIFICATIONS

EXISTING GWB, PAINT

EXISTING BASE TO REMAIN

01 FIRST FLOOR

100'-0"

02 SECOND FLOOR

113'-4"

A520

2

NEW CURTAIN WALL, REFER TO ELEVATIONS

PAINT EXISTING GWB

NEW GWB PARTITION, PAINT

100B101A

NEW TERRAZZO BASE, REFER TO SCHEDULE

NEW GWB PARTITION, PAINT

NEW TERRAZZO BASE, REFER TO SCHEDULE

NEW STOREFRONT SYSTEM, REFER TO ELEVATIONS

EXISTING GWB PARTITION, PAINT

NEW BASE, REFER TO SCHEDULE

OPP.HAND1

BAFFLE, TYP.

1/2" DIAMETER THREAD ROD, UP TO UNI-STRUT SPANNING BETWEEN EXISTING JOIST CHORDS, TYP.

POWDER COATED UNISTRUT (FELT LOCK CONNECTION), TYP.

1

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PROGRESS DRAWING NOT FOR

CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

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A910

Author Checker

INTERIOR ELEVATIONS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

ELEVATION 1/4" = 1'-0"

LOBBY LOOKING NORTH1ELEVATION 1/4" = 1'-0"

LOBBY LOOKING WEST2

ELEVATION 1/2" = 1'-0"

KITCHENETTE CASEWORK7

ELEVATION 1/4" = 1'-0"

BOARDROOM - EAST4ELEVATION 1/4" = 1'-0"

BOARDROOM - WEST5 ELEVATION 1/4" = 1'-0"

LOBBY VESTIBULE - WEST3

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #2

2 5/31/2019 Addendum #3

1

Page 19: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

C/D - BASE CABINET SECTION TYPICALDETAIL

A BASE CABINET

DRAWER PANEL

BASE PER SCHEDULE

PROVIDE IN WALL BLOCKING IN EXISTING

WALL AS REQUIRED FOR INSTALLATION OF

NEW CABINETS, TYP.

CONT BASE

7"5"

2' - 0" UNO 1"

3"

ADJ SHELF OVERLAY DOOR

6 1/

2"

1 1/

2"

4"

REF INT ELEV

QUARTZ COUNTER TOP, QUARTZ STONE (2

CM) WITH PENCIL EDGE NOSING ON 3/4"

MDF SUBSTRATE

1

E/F - BASE CABINET SECTION TYPICAL

CONT BASE

5"

2' - 0" 1"

3"

FIXED PLAM PANEL TO MATCH DRAWERS

BASE PERSCHEDULE

UNDERMOUT SINK PER SCHED. SEE PLUMBING DRAWING

OVERLAY DOOR

6 1/

2"

1 1/

2"

REF INT ELEV

1 3/4"

1 1

/2"

DETAILB SINK BASE CABINET

QUARTZ COUNTER TOP, QUARTZ STONE (2

CM) WITH PENCIL EDGE NOSING ON 3/4"

MDF SUBSTRATE

1

REF INT ELEV

DETAILC WALL CABINET

ADJUSTABLESHELF

OVERLAY DOOR

BACK PANEL GLUEDTO RABBETTED END,TOP, & BOT PANELS

SHELF CLIP HOLES

2"2"

PROVIDE IN WALL METAL BLOCKING AS

REQUIRED FOR INSTALLATION OF

CABINETS, TYP.

K/L - WALL CABINET SECTION

1'-3"

1. REFER TO SPECIFICATION MANUAL SECTIONS 06-20-00 (FINISHED CARPENTRY) AND 06-40-00 (ARCHITECTURAL WOODWORK) FOR A COMPLETE ENUMERATION OF PERFORMANCE AND FABRICATION GUIDELINES.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING IN-WALL BLOCKING ADEQUATE FOR THE SUPPORT OF ALL CABINETRY NOTED HEREIN. IN ADDITION, THE CONTRACTOR SHALL PROVIDE ADEQUATE IN-WALL BLOCKING FOR ANY/ALL FINISH CARPENTRY OR ANCILLARY COMPONENTS (INCLUDING BUT NOT LIMITED TO WALL PANELS, MILLWORK, CUSTOM CASEWORK, GRAPHIC PANELS, BANNERS, ETC.) DESIGNATED AND DETAILED HEREIN AS RIGIDLY ATTACHED TO WALL ASSEMBLIES OR OTHER STRUCTURAL COMPONENTS. SEE SPECIFICATION SECTION 06 10 50 FOR BLOCKING REQUIREMENTS. NOTE: SPECIFIC TYPES OF BLOCKING ARE SHOWN IN DETAIL DRAWINGS FOR CLARITY – THIS IS NOT TO BE TAKEN AS A FULL ACCOUNTING. GENERAL/TYPICAL BLOCKING MAY OR MAY NOT BE SHOWN.

3. FOR PLASTIC LAMINATE CABINETS: ALL EXPOSED EXTERIOR SURFACES ARE TO BE CLAD IN PLASTIC LAMINATE (COLOR AS NOTED). ALL EXPOSED INTERIOR SURFACES ARE TO BE CLAD IN WHITE MELAMINE. HIDDEN OR CONCEALED FACES ARE TO BE CLAD IN A PLASTIC LAMINATE BACKER. DOORS AND ADJUSTABLE SHELVES ARE TO FULLY CLAD IN THE SAME PLASTIC LAMINATE AS THE CASE (UNLESS NOTED OTHERWISE).

4. PROVIDE LOCKS FOR CABINET DOORS (UPPER AND LOWER) AS NOTED ON SPECIFIC ELEVATIONS.

5. ALL COUNTERTOPS ARE TO INCLUDE A CONTINUOUS MATCHING 4” BACKSPLASH (UNLESS SHOWN AND NOTED OTHERWISE). ALL BACKSPLASHES ASSUMED TO INCLUDE SIDESPLASHES AT ADJOINING WALLS AND/OR OTHER VERTICAL INTERRUPTIONS.

6. PLASTIC LAMINATE COUNTERTOPS ARE TO HAVE A 1 ½” NOSING WITH A MATCHING DOELKIN WOODTAPE VINYL EDGE BAND (MANUFACTURER’S BEST MATCH). EDGE BAND MATCHES TO BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. UNDERSIDES OF COUNTER ARE TO BE CLAD WITH BACKER SHEET.

7. ALL THRU-COUNTER WIRE MANAGEMENT SLOTS ARE TO BE 12” LONG X 1” WIDE WITH DOUG MOCKET BRUSH STRIP INSERT (BR1-90). ALL FABRICATED WORKSURFACES WITH OPEN KNEE SPACE ARE TO RECEIVE A MINIMUM OF (1) INSERT EVERY 48”. EXACT AND FINAL LOCATIONS ARE TO BE FIELD-COORDINATED WITH OWNER.

8. FOR “WET” AREAS: COUNTERTOP/BACKSPLASH SUBSTRATE TO BE MARINE GRADE MDF.

9. ALL SHELVES ARE ADJUSTABLE (UNLESS NOTED OTHERWISE) SUPPORTED ON NICKEL (SPOON-TYPE) SHELF PINS. RECEIVING HOLES TO BE SPACED 2” O.C.

10. NOTE THAT EQUIPMENT/APPLIANCES SHOWN WITH DOTTED IN LINES IS FOR REFERENCE ONLY. EXACT LOCATIONS TO BE VERIFIED IN FIELD WITH OWNER.

11. FOR CABINETS AT INSIDE CORNERS: PROVIDE “CORNER CABINET” EXTENSION SO THAT END CABINET OF ONE RUN EXTENDS ALONG AND BEHIND OTHER RUN TO FILL IN CORNER DEAD SPACE – MODIFY AUGMENT SHELF SUPPORTS AS REQUIRED.

12. FINISH/MATERIAL ABBREVIATIONS ARE DELINEATED IN THE OVERALL PROJECT FINISH LEGEND.

13. CABINET PULLS TO BE TOP KNOB (800.499.9095) HILLMONT TK908PC8-13/16". NICKEL FINISH.

GENERAL NOTES - CASEWORK

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PROGRESS DRAWING NOT FOR

CONSTRUCTION

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

6/3/

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CONSTRUCTION DOCUMENTS

A930

Author Checker

CASEWORK DETAILS

COTA DOWNTOWN

ADMINISTRATIVE OFFICE

RENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

CURTIS J. MOODY, LIC. #7066EXP. DATE: 12/31/2019

# DATE CHANGE DESCRIPTION1 5/31/2019 Addendum #3

Page 20: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

(E) F

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1 2 3 4 5 6 7 8 9 10 11 12 13

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12.7

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CORRIDOR012

MECH014

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SECURITY016

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10 11 12 13

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MECH214A

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#1

10 11 12 13

A

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#1

T11T11T18 T18

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DRAWING TITLE:

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DRAWN BY: CHECKED BY:

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

019 1

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CONSTRUCTION DOCUMENTS

T102

Author Checker

LOWER LEVER AND SECONDFLOOR TECHNOLOGY PLANS

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'‐0"LOWER LEVEL TECHNOLOGY DEMOLITION PLANS

SCALE: 1/8" = 1'‐0"LOWER LEVEL TECHNOLOGY PLAN

SCALE: 1/8" = 1'‐0"SECOND FLOOR TECHNOLOGY DEMOLITION PLANS

SCALE: 1/8" = 1'‐0"SECOND FLOOR TECHNOLOGY PLAN

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MACE E-50556

O

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443‐1178 Fax: (614) 443‐1594

Email: dynamix@dynamix‐ltd.com

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3

PLAN NOTEST6 INTEGRATE ACCESS CONTROL WITH THE

OPTICAL TURNSTILE AT THIS LOCATION.INSTALL CARD READER IN THE LOCATIONPROVIDED BY THE MANUFACTURER FORCARD READER INSTALATION WHICH ISUNDER THE CARD READER TOP PLATE ATEACH END OF EACH OPTICAL TURNSTYLE.THE CARD READERS FOR THE OPTICALTURNSTILES SHALL NOT EXCEED THEDIMENSIONS OF 1” X 1.9” X 6.5”. UTILIZEMULLION MOUNT FORM FACTOR READERIN THESE INSTANCES. ENSURE THATCABLING IS PROVIDED AND INSTALLEDBETWEEN THE DOOR CONTROLLERS ANDTHE OPTICAL TURNSTYLES FOR BOTH THECARD READER AND THE REQUIRED ACCESSCONTROL INTEGRATION WITH THEOPTICAL TURNSTYLE.

T9 CONFIGURE SO THAT VALID CARD READERUSE IS REQUIRED FOR EGRESS. ENSURETHAT THE OPTICAL TURNSTILE ISINTEGRATED WITH THE FIRE ALARM FORRELEASE UPON FIRE SYSTEM ACTIVATIONAND THAT ALL FIRE CODE REQUIREMENTSAND EGRESS CODE REQUIREMENTS AREMET. ALSO ENSURE THAT THE OPTICALTURNSTILES ARE CONFIGURED SO THATTHEY CAN BE PUSHED OPEN DURINGNON‐FIRE EMERGENCIES.

T11 RUN NEW CAT‐6 CABLES FROM OUTLETSON SECOND FLOOR TOTELECOMMUNICATIONS ROOM 204A.

T16 CREATE FLOOR TRENCH TO ROUTECABLING FROM OPTICAL TURNSTYLE, UPWALL, AND THROUGH CEILINGS INTO ITCLOSET SPACE 111A ON FIRST FLOOR.

T18 ALL CAMERAS FOR THIS PROJECT AREOWNER PROVIDED CONTRACTORINSTALLED. CABLING PATHWAY ANDCABLING FOR EACH CAMERA ISCONTRACTOR PROVIDED ANDCONTRACTOR INSTALLED.

2

2

Page 21: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

F.E.C.

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CS CS

CS

CS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

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12.7

8'‐0" MH

P1 P2

T4T10T5

ELECTROOM

TTB

T6

T6

T6

T6KITCHENETTE112

MECH113

OFFICE106

CASH/STOR.104

CONFERENCE105

RETAIL/SALES101C

BOARD RM107

MECH108

CORRIDOR109

STORAGE110

ELEC114

IT CLOSET111A

WOMEN'S115

CORRIDOR111

MEN'S116

STOR.117

FILE/WORK103

FIRE CMD CTR119ELEV.

#3

ELEV.#2

ELEV.#1

STAIR#1

LOBBY101

RECEPTION/SECURITY101B

CORRIDOR118A

CORRIDOR111

BUSINESSWAITING101A

STAIR#2 ELEV LOBBY

111B

ELEV LOBBY118

VESTIBULE100

T8

T8

T8

T8

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8'‐0" MHT9

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T9

T9

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T14

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2

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2

2

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75"

75"

T1

T2

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T1

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ELEC715

STORAGE714

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ELEV#2

STAIR#1

MECH708

LOCKABLESTORAGE

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CONFERENCE709

OPEN OFFICE710

ELEV#1

MECH721

KITCHENETTE711

IT CLOS712

CORRIDOR703

Room703

Room701

Room705

Room704

Room702

Room722

Room723

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Room723A

Room722A

T7

T7

T8

T18

2

T182

T182

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300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

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Author Checker

FIRST AND SEVENTH FLOORTECHNOLOGY PLANS

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'‐0"FIRST FLOOR TECHNOLOGY PLAN

SCALE: 1/8" = 1'‐0"SEVENTH FLOOR TECHNOLOGY PLAN

PLAN NOTES

P1 EXISTING 4” CONDUITS RUNNING UP AND DOWN TO ALLELECTRICAL ROOMS FOR TECHNOLOGY CABLES.

P2 RUN NEW CAT‐6 CABLES THROUGH ELECTRICAL ROOM TOOUTLETS VIA NEW AND EXISTING PATHWAYS.  ADDJ‐HOOKS WHERE REQUIRED.  DO NOT SUPPORT DIRECTLYFROM STRUCTURE, PIPING OR DUCTWORK.

T1 PROVIDE HI‐LOW CONNECTIVITY TO MONITOR ABOVE, ATTHIS LOCATION.

T2 NEW WIRELESS ACCESS POINT TO BE INSTALLED IN CEILINGWITH A NEW CAT‐6 CABLE BACK TO FOURTH FLOORTELECOMMUNICATIONS RACK.

T3 RAISE EXISTING VOICE DATA TO FACE OF NEW WALLSURFACE.  PROVIDE NEW BLACK FACEPLATE AND LABEL ASREQUIRED.

T4 RUN NEW CAT‐6 CABLES FROM OUTLETS ON THIS FLOORDOWN TO TELECOMMUNICATIONS EQUIPMENT ROOM ONFOURTH FLOOR OR UP TO EIGHTH FLOOR.

T5 DATA OUTLET REQUIRED FOR VIDEO WALL EQUIPMENT.COORDINATE LOCATION WITH EQUIPMENT INSTALLER.

T6 INTEGRATE ACCESS CONTROL WITH THE OPTICALTURNSTILE AT THIS LOCATION. INSTALL CARD READER INTHE LOCATION PROVIDED BY THE MANUFACTURER FORCARD READER INSTALATION WHICH IS UNDER THE CARDREADER TOP PLATE AT EACH END OF EACH OPTICALTURNSTYLE. THE CARD READERS FOR THE OPTICALTURNSTILES SHALL NOT EXCEED THE DIMENSIONS OF 1” X1.9” X 6.5”. UTILIZE MULLION MOUNT FORM FACTORREADER IN THESE INSTANCES. ENSURE THAT CABLING ISPROVIDED AND INSTALLED BETWEEN THE DOORCONTROLLERS AND THE OPTICAL TURNSTYLES FOR BOTHTHE CARD READER AND THE REQUIRED ACCESS CONTROLINTEGRATION WITH THE OPTICAL TURNSTYLE.

T7 PROVIDE CISCO TELEPRESENCE SYSTEM IN THIS ROOMINCLUDING CEILING MIC ARRAY, CEILING SPEAKERS ANDCONTROL ELECTRONICS.

T8 RELOCATED EXISTING CAMERA.T9 CONFIGURE SO THAT VALID CARD READER USE IS

REQUIRED FOR EGRESS. ENSURE THAT THE OPTICALTURNSTILE IS INTEGRATED WITH THE FIRE ALARM FORRELEASE UPON FIRE SYSTEM ACTIVATION AND THAT ALLFIRE CODE REQUIREMENTS AND EGRESS CODEREQUIREMENTS ARE MET. ALSO ENSURE THAT THEOPTICAL TURNSTILES ARE CONFIGURED SO THAT THEY CANBE PUSHED OPEN DURING NON‐FIRE EMERGENCIES.

T10 RUN NEW CAT‐6 CABLES FROM OUTLETS ON FIRST FLOORTO TELECOMMUNICATIONS ROOM 111A.

T11 RUN NEW CAT‐6 CABLES FROM OUTLETS ON SECONDFLOOR TO TELECOMMUNICATIONS ROOM 204A.

T13 LOCATE DATA OUTLET IN JOINT USE FLOOR BOX PROVIDEDBY DIVISION 26.  ROUTE CABLES THROUGH BASEMENTSPACE TO TELECOMMUNICATIONS ROOM 111A.

T14 DATA OUTLET FOR KIOSK MOUNTED TO COLUMN,ADJACENT TO POWER OUTLET.  ROUTE CONDUIT TOABOVE ACCESSIBLE CEILING IN CORRIDOR 118A.

T15 INTEGRATE ACCESS CONTROL WITH ADJACENT GLASSDOOR.

T17 ROUTE CABLING THROUGH FLOOR PENETRATION ANDROUTE THROUGH LOWER LEVEL AND INTO IT CLOSETSPACE 111A ON FIRST FLOOR.

T18 ALL CAMERAS FOR THIS PROJECT ARE OWNER PROVIDEDCONTRACTOR INSTALLED. CABLING PATHWAY ANDCABLING FOR EACH CAMERA IS CONTRACTOR PROVIDEDAND CONTRACTOR INSTALLED.

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443‐1178 Fax: (614) 443‐1594

Email: dynamix@dynamix‐ltd.com

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3

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(E) F.E.C.(E) F.E.C.

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RB-8

RB-2ELB-7

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RB-2ELB-7

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RB-2ELB-7

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LCP1-3 (TYP.)

LCP1-1 (TYP.)

LCP1-4 (TYP.)LCP1-2 (TYP.) LCP1-2 (TYP.)

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LB-10

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RB-4

RB-4

RB-4ELB-7

LB-12 LB-12ELB-7 ELB-7

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LB-12

RB-2ELB-7

ELB-5ELB-5LB-12

LB-12

LB-12

LB-12

LB-12

ELB-7 ELB-7ELB-2LB-12

LB-12

ELB-7[GTD20]

LB-10

LB-10

LB-4

LB-4LB-4 LB-4

LB-2 LB-2LB-4

LB-4

LB-4

LB-4

LB-4

LB-2LB-4

LB-4

LB-2LB-4

LB-4

LB-2LB-2LB-2 LB-4

LB-4

LB-4

LB-4

LB-2

LB-7

LB-4

LB-4 LB-4

LB-4

LB-2

LB-8

LB-8

LB-8

LB-8

RB-8LB-8

RB-2ELB-7LB-4

RB-2ELB-7LB-4

RB-8LB-8

RB-6ELB-7LB-6

RB-6ELB-7LB-6

RB-6ELB-7LB-6

RB-6ELB-7LB-6

RB-6ELB-7LB-6

RB-2ELB-7LB-4

RB-3ELB-5LB-7

RB-3ELB-5LB-7

RB-3ELB-5LB-7

LCP1

LCP2-3 (TYP.)LCP2-2 LCP2-2

LCP2-2

LCP2-2 LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

LCP2-2

EL3-1EL3-1

LCP2-4 (TYP.)[SHADES]LCP2-5

[SHADES]LCP2-5

[SHADES]LCP2-5

LCP2-1 LCP2-1LCP2-1

LCP2-1

P1B-13

P1B-13

P1B-13

P1B-13

[SCREEN]P1B-17

P1B-31 P1B-21

P1B-21

P1B-21

P1B-21

P1B-21E1-17

E1-17

E1-17

P1B-19

P1B-19

P1B-19

P1B-13

P1B-10[HP1-5]

P1B-16[HP1-6]

P1B-28

P1B-15

P1B-15

[SCREEN]P1B-6

P1B-4

P1B-4P1B-4P1B-4

P1B-8

P1B-8

P1B-8

P1B-2

P1B-26

P1B-11

P1B-11 P1B-11

P1B-9 P1A-13

P1A-13 P1A-13

P1A-11

P1A-11P1A-11 P1A-9

P1A-9 P1A-9

P1A-9

P1A-9

P1A-23 P1A-2

P1A-2

P1A-7

P1A-7P1A-3P1A-21

P1A-17

P1A-8 P1A-10[VIDEO WALL] [KIOSK]

P1A-6

P1A-4

P1A-15ELB-9ELB-9

ELB-9

ELB-9 E1-22E1-19

E1-19

P1A-3

P1A-3

P1A-3

P1A-3

P1A-3P1A-3

P1A-5

P1A-5

P1A-5

P1A-5

E1-19

E1-19

P1B-7

P1B-7

P1B-7

P1B-7 [XX-XX]

[XX-XX]

[XX-XX]

[XX-XX]

P1A-12[HP1-1]

P1A-18[HP1-2]

P1A-24[HP1-3]

P1A-30[HP1-4]

P1B-24P1B-3

P1B-5

P1B-1

P1B-23P1B-25

P1B-25[EF2]

P1B-27[CUH-1]

P1A-1

P1A-1

P1A-1[DOOR]P1A-19

P1B-22[EF1]

E1-23[HVAC CTRL]

P1B-22

P1B-22

EXT. E1EX. P1A

EX. P1B

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RR

RRR 2

2 2

1 2 3 4 5 6 7 8 9 10 11 12 13

A

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12.7

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E8-21 E8-21

D3D3D3

DEMOLITION -GENERAL NOTES

A DEMOLISH DEVICES, FEEDERS, AND CONDUIT BACK TO THE LAST USED DEVICE WHILE MAINTAINING EXISTING TO REMAIN CIRCUIT INTEGRITY AND DEVICE FUNCTIONALITY. IF THE CIRCUIT AND DEVICES ARE DEMOLISHED BACK TO THE SOURCE, TURN THE CIRCUIT BREAKER OFF AND MARK THE CIRCUIT BREAKER AS SPARE.

B ALL HALF-TONED DEVICES SHOWN ON THE PLANS SHALL BE EXISTING TO REMAIN. ALL FULL-TONED AND/OR DASHED DEVICES SHOWN ON THE PLANS SHALL BE DEMOLISHED OR RELOCATED IF DIRECTED BY THE PLANS.

C ALL CIRCUIT DESIGNATIONS IF SHOWN AT EXISTING TO REMAIN OR DEMOLISHED DEVICES ARE PER EXISTING DRAWINGS. VERIFY ACTUAL CIRCUIT IN FIELD.

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DRAWN BY: CHECKED BY:

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

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ED101

Author Checker

FIRST AND SEVENTH FLOORDEMOLITION PLANS

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'-0"FIRST FLOOR ELECTRICAL DEMOLITION PLAN

SCALE: 1/8" = 1'-0"SEVENTH FLOOR ELECTRICAL DEMOLITION PLAN

PLAN NOTEKey

Value Keynote Text

D3 ALL ABANDONED CONDUIT/CABLING LOCATED IN THISSPACE SHALL BE REMOVED. ALL EXISTING TO REMAINELECTRICAL FEEDER IN THIS SPACE SHALL BE IN CONDUIT.ALL EXISTING TO REMAIN CABLING SHALL BE RELOCATEDTO CABLE TRAY. RELOCATE PATHWAYS TO THE NORTHSIDE OF THE ROOM WHERE APPLICABLE.

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443-1178 Fax: (614) 443-1594

Email: [email protected]

Engineering

# DATE CHANGE DESCRIPTION2 5/31/2019 Addendum #3

Page 23: ADDENDUM NO. 3 - COTA · 2019. 6. 3. · addendum 3 - 1 moody•nolan ltd. 300 spruce street columbus, ohio 43215 bid opening: no change addendum date: may 31, 2019 addendum no. 3

F.E.C.

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P1B-25

P1A-7

P1A-1

P1A-21KITCHENETTE

112

MECH113

OFFICE106

CASH/STOR.104

CONFERENCE105

RETAIL/SALES101C

BOARD RM107

MECH108

CORRIDOR109

STORAGE110

ELEC114

IT CLOSET111A

WOMEN'S115

CORRIDOR111

MEN'S116

STOR.117

FILE/WORK103

FIRE CMD CTR119

ELEV.#3

ELEV.#2

ELEV.#1

STAIR#1

LOBBY101

RECEPTION/SECURITY

101B

CORRIDOR118A

CORRIDOR111

BUSINESSWAITING

101A

STAIR#2 ELEV LOBBY

111B

ELEV LOBBY118

VESTIBULE100

RDRDRD

RDRD

P3

P1A-17

FACP

P1

P5

P5

P1A-4

P1A-6

P1A-25/27P1A-29/31

P1A-33

P1A-35/37

P10(TYP.)

P11

P11

P1

P15P15

P152

2

P15 2

P1A-2P12 P42 2

P142

1 2 3 4 5 6 7 8 9 10 11 12 13

A

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TV

TV

TV

7B-38

[GF]

7B-32

GFGF

GF

TV

WOMEN'S716

MEN'S719

MECH718

JAN717

STORAGE706

ELEC715

STORAGE714OFFICES

713

STAIR#2

ELEV#3

ELEV#2

STAIR#1

MECH708

LOCKABLESTORAGE

707

CONFERENCE709

OPEN OFFICE710

ELEV#1

MECH721

KITCHENETTE711

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703

Room703

Room701

Room705

Room704

Room702

Room722

Room723MECH

720

Room723A

Room722A

P8

P8

P8

P8

P8

P8

P9

P9

P9

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P13 P13 P13 P13 P13 P13

P13

POWER -GENERAL NOTES

A REFER TO THE STARTERS AND DISCONNECTS SCHEDULE FOR FEEDER SIZE/QUANTITY, CONDUIT, AND ADDITIONAL ELECTRICAL INFORMATION FOR MECHANICAL/PLUMBING EQUIPMENT.

B CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. PROVIDE ALL NECESSARY EXPANSION CARDS, ACCESSORIES, AND SYSTEM PROGRAMMING FOR ANY NEW DEVICES.

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300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

019 1

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E201

Author Checker

FIRST AND SEVENTH FLOORPOWER PLAN

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'-0"FIRST FLOOR POWER PLAN

SCALE: 1/8" = 1'-0"SEVENTH FLOOR POWER PLAN

PLAN NOTEKey

Value Keynote Text

P1 ELECTRICAL CONNECTION FOR OPTICAL TURNSTILE.PROVIDE (2)-#12 AND (1)-#12 GROUND IN 3/4" CONDUITFOR ELECTRICAL CONNECTION. INTERWIRE WITHEXISTING FIRE ALARM SYSTEM FOR EGRESS PURPOSES.

P3 PROVIDE FSR POKE THRU DEVICE AND WHIP EXTENDEDTO NEW FLOOR MOUNTED KIOSK. COORDINATE FEEDERROUTING WITH EXISTING STRUCTURE ON THE LEVELBELOW. PROVIDE (2)-#12 AND (1)-#12 GROUND IN 3/4"CONDUIT FOR ELECTRICAL CONNECTION. CIRCUIT TOP1A-25. COORDINATE WITH TECHNOLOGY DRAWINGSFOR FURTHER INFORMATION.

P4 PROVIDE FSR POKE THRU DEVICE AND WHIP EXTENDEDTO NEW FLOOR MOUNTED KIOSK. COORDINATE FEEDERROUTING WITH EXISTING STRUCTURE ON THE LEVELBELOW. PROVIDE (2)-#12 AND (1)-#12 GROUND IN 3/4"CONDUIT FOR ELECTRICAL CONNECTION. CIRCUIT TOP1A-10. COORDINATE WITH TECHNOLOGY DRAWINGSFOR FURTHER INFORMATION.

P5 ELECTRICAL CONNECTION TO MOTORIZED SLIDING DOOR.PROVIDE (2)-#12 AND (1)-#12 GROUND FOR ELECTRICALCONNECTION.

P8 CIRCUIT TO LOCAL AREA RECEPTACLE CIRCUIT.P9 CIRCUIT TO SPARE 20A 1-POLE CIRCUIT BREAKER IN

PANELBOARD 7A LOCATED IN ELEC 715.P10 ELECTRICAL CONNECTION FOR CEILING MOUNTED

RADIANT PANELS. PROVIDE (2)-#12 AND (1)-#12 GROUNDIN 3/4" CONDUIT FOR ELECTRICAL CONNECTION.

P11 ELECTRICAL CONNECTION FOR OPTICAL TURNSTILE.PROVIDE (2)-#12 AND (1)-#12 GROUND IN 3/4" CONDUITFOR ELECTRICAL CONNECTION. INTERWIRE WITHEXISTING FIRE ALARM SYSTEM FOR EGRESS PURPOSES.COORDINATE FEEDER ROUTING WITH EXISTINGSTRUCTURE ON THE LEVEL BELOW.

P12 PROVIDE FSR POKE THRU DEVICE AND WHIP EXTENDEDTO NEW FLOOR MOUNTED KIOSK. COORDINATE FEEDERROUTING WITH EXISTING STRUCTURE ON THE LEVELBELOW. PROVIDE (2)-#12 AND (1)-#12 GROUND IN 3/4"CONDUIT FOR ELECTRICAL CONNECTION. CIRCUIT TOP1A-8. COORDINATE WITH TECHNOLOGY DRAWINGS FORFURTHER INFORMATION.

P13 PROVIDE HUBBELL SYSTEMONE FRPT, OR EQUAL, 4" POKETHRU WITH (2) SINGLE GANG OPENINGS. ONE OPENINGSHALL BE FOR (1) DUPLEX RECEPTACLE AND THE SECONDSHALL BE FOR TECHNOLOGY/DATA. COORDINATE FEEDERROUTING WITH EXISTING STRUCTURE ON THE LEVELBELOW.

P14 PROVIDE ELECTRICAL ROUGH-IN TO ACCESSIBLELOCATION FOR FUTURE LED SIGNAGE.

P15 CORE DRILL AND ROUTE FEEDER IN LEVEL BELOW TOACCESSIBLE WALL/CEILING LOCATION. COORDINATEFEEDER PATHWAY WITH STRUCTURE BELOW.

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443-1178 Fax: (614) 443-1594

Email: [email protected]

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3

2

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(E) F.E.C.

F

J

OS

F

JJJJ

JJ

PC

PC

OS

(E) F.E.C. F

F

S

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(E) F

.E.C

.(E

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.C.

(E) F.E.C.

(E) F.E.C.

JJ

9 10 11 12 13

A

B

C

12.7

OFFICE201

LIBRARY214

ELEV#1

ELEV#2 MECH

214A

CORRIDOR213

STAIR#1

L1 D2

D2

D2 D2

X1

D2 D2 D2 D2

D2D2

L2 D

RD

P7(TYP.)

P7(TYP.)

R1

R1D

S3

S3

S3

S3 S3

S3

S3

S3 S3

S3

S3

S3GTD

GTD

GTD

L6 L6 L6

S4

S4

S4

S4 S4

S4

S4

S4

L6 L6S5

S5

S5

L6

2

9 10 11 12 13

A

B

C

12.7

D1 D1 D1

D2

R

L3-1/3 (R3-1/3)(TYP.)

L3-1/3 (R3-1/3)(TYP.)

L3-5/7 (R3-5/7)(TYP.)L3-5/7 (R3-5/7)(TYP.)

1 2

A

B

C

ELEC011

FIRE PUMP014A

NO DEMOLITION WORK IN THIS AREA

DEMOLITION -GENERAL NOTES

A DEMOLISH DEVICES, FEEDERS, AND CONDUIT BACK TO THE LAST USED DEVICE WHILE MAINTAINING EXISTING TO REMAIN CIRCUIT INTEGRITY AND DEVICE FUNCTIONALITY. IF THE CIRCUIT AND DEVICES ARE DEMOLISHED BACK TO THE SOURCE, TURN THE CIRCUIT BREAKER OFF AND MARK THE CIRCUIT BREAKER AS SPARE.

B ALL HALF-TONED DEVICES SHOWN ON THE PLANS SHALL BE EXISTING TO REMAIN. ALL FULL-TONED AND/OR DASHED DEVICES SHOWN ON THE PLANS SHALL BE DEMOLISHED OR RELOCATED IF DIRECTED BY THE PLANS.

C ALL CIRCUIT DESIGNATIONS IF SHOWN AT EXISTING TO REMAIN OR DEMOLISHED DEVICES ARE PER EXISTING DRAWINGS. VERIFY ACTUAL CIRCUIT IN FIELD.

EM. LIGHTING -GENERAL NOTES

A UNLESS OTHERWISE NOTED, CIRCUIT ALL EMERGENCY EGRESS EXIT SIGNS AND NIGHT LIGHTS TO THE EXISTING LOCAL AREA LIFE SAFETY CIRCUIT. REFER TO THE SINGLE LINE DIAGRAM AND DEMOLITION DRAWINGS FOR FURTHER INFORMATION. PROVIDE A MINIMUM OF (2)-#10 AND (1)-#10 GROUND IN 3/4" CONDUIT FOR 277V EMERGENCY LIGHTING.

B ALL GENERATOR TRANSFER DEVICES (GTD) SHALL HAVE THE VOLTAGE SENSING LEAD WIRED AHEAD OF ALL SWITCHING (LOCAL OR RELAY CONTROLLED). GTD WILL REQUIRE BOTH NORMAL AND EMERGENCY CIRCUIT AS INDICATED. 277V EMERGENCY LIGHTING CIRCUIT IS INDICATED IN BRACKETS.

LIGHTING -GENERAL NOTES

A REFER TO THE OCCUPANCY SENSOR DETAIL FOR OCCUPANCY SENSOR CIRCUITING REQUIREMENTS, WIRING DIAGRAM, AND ADDITIONAL INFORMATION.

B

C COORDINATE FINAL LOCATIONS OF LIGHT FIXTURES IN ROOMS WITH MECHANICAL EQUIPMENT IN FIELD. FIXTURES SHALL BE LOCATED OVER ACCESSIBLE PATHWAYS AROUND EQUIPMENT AND NOT OVER MECHANICAL EQUIPMENT OR DUCTWORK. FIXTURES SHALL NOT BE SUSPENDED FROM DUCTWORK OR PIPING PER SPECIFICATIONS.

UTILIZE EXISTING FEEDER AND CONDUIT WHERE APPLICABLE. REFER TO DEMOLITION DRAWINGS FOR EXISTING CIRCUIT INFORMATION. FIELD VERIFY ALL EXISTING CIRCUITS.

POWER -GENERAL NOTES

A REFER TO THE STARTERS AND DISCONNECTS SCHEDULE FOR FEEDER SIZE/QUANTITY, CONDUIT, AND ADDITIONAL ELECTRICAL INFORMATION FOR MECHANICAL/PLUMBING EQUIPMENT.

B CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. PROVIDE ALL NECESSARY EXPANSION CARDS, ACCESSORIES, AND SYSTEM PROGRAMMING FOR ANY NEW DEVICES.

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

12.7

STORAGE009

STORAGE008

STOR028

ELEC011

LOST & FOUND004

SLEEPINGROOM

003

OFFICE005

MEN'S RR019

FIRE PUMP014A

TRASH007

MECH001A

STORAGE001

STORAGE026

CLOSET025A

SUP027

PRINT ROOM025

WELLNESSROOM

002

ELEVATORLOBBY

023

SECURITY016

DISPATCH000

OPEN BREAKRM006

JAN020 MECH

022

WOMENS RR021

ELEVATOR#3

CORRIDOR012

MECH014

STORAGE015

ELEV#2

ELEV#1

STAIR#1

P16P1

P2

2

P17 P17

© 20

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DRAWING TITLE:

FOR

DRAWN BY: CHECKED BY:

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

019 1

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PM

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CONSTRUCTION DOCUMENTS

E102

Author Checker

LOWER LEVEL AND SECONDFLOOR PLANS

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'-0"SECOND FLOOR ELECTRICAL PLANSCALE: 1/8" = 1'-0"

SECOND FLOOR ELECTRICAL DEMOLITION PLAN

SCALE: 1/8" = 1'-0"LOWER LEVEL ELECTRICAL DEMOLITION PLAN

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O

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443-1178 Fax: (614) 443-1594

Email: [email protected]

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3

PLAN NOTEKey Value Keynote Text

D1 REMOVE ALL ELECTRICAL DEVICES LOCATION ON THIS WALL. RELOCATE ANYEXISTING FIRE ALARM DEVICES TO THE ADJACENT COLUMN WRAP.

D2 REMOVE ALL EXISTING LIGHT FIXTURES AND CEILING MOUNTED LIGHTING CONTROLDEVICES IN THIS AREA. UTILIZE EXISTING CIRCUITING FOR NEW LIGHT FIXTURES.REFER TO NEW WORK PLANS FOR FURTHER INFORMATION.

L1 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT AND SWITCHING.L2 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT.L6 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT AND EXISTING RELAY CONTROLS

[PHOTOCELL / TIME CLOCK].P1 ELECTRICAL CONNECTION FOR OPTICAL TURNSTILE. PROVIDE (2)-#12 AND (1)-#12

GROUND IN 3/4" CONDUIT FOR ELECTRICAL CONNECTION. INTERWIRE WITHEXISTING FIRE ALARM SYSTEM FOR EGRESS PURPOSES.

P2 CIRCUIT TO SPARE 20A 1-POLE CIRCUIT BREAKER IN PANELBOARD PB LOCATED INSECURITY 016.

P7 ELECTRICAL CONNECTION FOR LED VIDEO WALL. PROVIDE (2)-#12 AND (1)-#12GROUND IN 3/4" CONDUIT FOR ELECTRICAL CONNECTION. CIRCUIT TO SPARE 20A,1-P CIRCUIT BREAKER IN PANEL P2A/P2B LOCATED IN ELEC 208.

P16 TRENCH AND ROUTE FEEDER TO ACCESSIBLE WALL/CEILING LOCATION.P17 PROPOSED FEEDER PATH ABOVE CEILING.

SCALE: 1/8" = 1'-0"LOWER LEVEL POWER PLAN

2

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F.E.C.

(E) F.E.C.(E) F.E.C.

OS

OSOS

PC PCPC

OS

OS

OSOS

OS

PCPC

(E) F.E.C.F.E.C.

OSOSOSOSOSOS

OS

OS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

12.7

KITCHENETTE112

MECH113

OFFICE106

CASH/STOR.104

CONFERENCE105

RETAIL/SALES101C

BOARD RM107

MECH108

CORRIDOR109

STORAGE110

ELEC114

IT CLOSET111A

WOMEN'S115

CORRIDOR111

MEN'S116

STOR.117

FILE/WORK103

FIRE CMD CTR119

ELEV.#3

ELEV.#2

ELEV.#1

STAIR#1

LOBBY101

RECEPTION/SECURITY

101B

CORRIDOR118A

CORRIDOR111

BUSINESSWAITING

101A

STAIR#2

ELEV LOBBY111B

ELEV LOBBY118

VESTIBULE100

D2

D2 D2L5

D2

D2D2

D2 D2

L4

X1

D2 D2 D2 D2 D2

D2

L5

GTD GTDGTD

GTDGTDGTD

L2 L2 L2 L2

L1 D2D2 D2

D2

D2 D2 D2 D2 D2D2

D2

GTDGTDGTD

GTDGTD

X1

GTD

2LV

2

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

12.7

WOMEN'S716

MEN'S719

MECH718

JAN717

STORAGE706

ELEC715

STORAGE714

OFFICES713STAIR

#2

ELEV#3

ELEV#2

STAIR#1

MECH708

LOCKABLESTORAGE

707

CONFERENCE709

OPEN OFFICE710

ELEV#1

MECH721

KITCHENETTE711

IT CLOS712

CORRIDOR703

Room703

Room701

Room705

Room704

Room702

Room722

Room723

MECH720

Room723A

Room722A

R1 R1 R1 R1

R1 R1 R1 R1

L2

R1

R1R1

R1 R1

L2

D3 D3 D3

D3D3D3

D3 D3 D3

D

L2

L1 L1 L1(TYP.) (TYP.) (TYP.)

DD DD

L2

X2

X1S1S1S1S1

L2

S2 UC1

UC1 L2S2

S2

L2

L2

S1S1S1S3

L2

DDD

D3 D3

D3D3

DL2

GTDGTD GTDGTD

GTD

EM. LIGHTING -GENERAL NOTES

A UNLESS OTHERWISE NOTED, CIRCUIT ALL EMERGENCY EGRESS EXIT SIGNS AND NIGHT LIGHTS TO THE EXISTING LOCAL AREA LIFE SAFETY CIRCUIT. REFER TO THE SINGLE LINE DIAGRAM AND DEMOLITION DRAWINGS FOR FURTHER INFORMATION. PROVIDE A MINIMUM OF (2)-#10 AND (1)-#10 GROUND IN 3/4" CONDUIT FOR 277V EMERGENCY LIGHTING.

B ALL GENERATOR TRANSFER DEVICES (GTD) SHALL HAVE THE VOLTAGE SENSING LEAD WIRED AHEAD OF ALL SWITCHING (LOCAL OR RELAY CONTROLLED). GTD WILL REQUIRE BOTH NORMAL AND EMERGENCY CIRCUIT AS INDICATED. 277V EMERGENCY LIGHTING CIRCUIT IS INDICATED IN BRACKETS.

LIGHTING -GENERAL NOTES

A REFER TO THE OCCUPANCY SENSOR DETAIL FOR OCCUPANCY SENSOR CIRCUITING REQUIREMENTS, WIRING DIAGRAM, AND ADDITIONAL INFORMATION.

B

C COORDINATE FINAL LOCATIONS OF LIGHT FIXTURES IN ROOMS WITH MECHANICAL EQUIPMENT IN FIELD. FIXTURES SHALL BE LOCATED OVER ACCESSIBLE PATHWAYS AROUND EQUIPMENT AND NOT OVER MECHANICAL EQUIPMENT OR DUCTWORK. FIXTURES SHALL NOT BE SUSPENDED FROM DUCTWORK OR PIPING PER SPECIFICATIONS.

UTILIZE EXISTING FEEDER AND CONDUIT WHERE APPLICABLE. REFER TO DEMOLITION DRAWINGS FOR EXISTING CIRCUIT INFORMATION. FIELD VERIFY ALL EXISTING CIRCUITS.

© 20

17 M

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DATE

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FO:

DRAWING TITLE:

FOR

DRAWN BY: CHECKED BY:

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

5/31/ 2

019 1

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PM

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CONSTRUCTION DOCUMENTS

E101

Author Checker

FIRST AND SEVENTH FLOORLIGHTING PLAN

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

SCALE: 1/8" = 1'-0"FIRST FLOOR LIGHTING PLAN

SCALE: 1/8" = 1'-0"SEVENTH FLOOR LIGHTING PLAN

PLAN NOTEKey

Value Keynote Text

L1 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT ANDSWITCHING.

L2 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT.L4 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT AND

EXISTING RELAY CONTROLS [LOW VOLTAGE SWITCH].L5 UTILIZE EXISTING LOCAL AREA LIGHTING CIRCUIT AND

EXISTING RELAY CONTROLS [TIME CLOCK].

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443-1178 Fax: (614) 443-1594

Email: [email protected]

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3

2

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J

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GENERAL NOTES

FIXT

URE

DESI

GNAT

ION

VOLT

AGE

MANUFACTURER AND CATALOGNUMBER FIXTURE DESCRIPTION

REFE

R TO

NOT

E(S)

LAM

P TY

PE/

WAT

TAGE

LED22W120D2

HUBBELLCOOPER/EATONPHILIPSACUITY

R-RECESSEDPORTFOLIO LD6BLD6B-20-_-D010-EU6B-1020-80-40-6LB-M-1-LI

6" LED DOWNLIGHT

SCALE: NONE

OCCUPANCY SENSOR DETAIL #1 OCCUPANCY SENSOR NOTES

LED28W120D3

HUBBELLCOOPER/EATONPHILIPSACUITY

R-RECESSEDPORTFOLIO LD6BLD6B-30-_-D010-EU6B-1020-80-40-6LB-M-1-LI

6" LED DOWNLIGHT

LED10W/FT120L1

HUBBELLCOOPER/EATONPHILIPSACUITY

P-STEMAXIS STENCILSTD-SO-300-80-35-_-BLK-120-MD-1-S-ST-36

SUSPENDED LINEAR LED

LED44W120R1

HUBBELLCOOPER/EATONPHILIPSACUITY

R-RECESSEDCOLUMBIA LCAT24-_-40-HL-G-_-_-ED1-U-GLR 2'X4' LED TROFFER

LED6W120S1

HUBBELLCOOPER/EATONPHILIPSACUITY

P-STEM

OXYGEN LIGHTINGMAGNETA-LED-120V-SATINNICKEL-MATTE WHITEACRYLIC-2.75X9.75

2.75"W LED PENDANT

LED6W120S2

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACEOXYGEN LIGHTINGPILAR CEILINGMOUNT-3-309-242

5.88"W SURFACE MOUNTED LED CYLINDER

LED20W120UC1

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACEEATON HALOHU10-48-_-9-30-P-HU102 LED UNDERCABINET LIGHT FIXTURE

LED5W120X1

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACE/P-STEM/R-RECESSED

EATON EUEU-R/S-6-1-R LED EXIT SIGN

LED5WX2 S-SURFACE/P-STEM/

R-RECESSED120 EATON EU

EU-R/S-6-2-R LED EXIT SIGN

LED6.2W/FT120L2

HUBBELLCOOPER/EATONPHILIPSACUITY

P-STEMVODE LIGHTING107-BX-01-_-CC-ZZ-IP-AE-1-0-Z-SO-35-1-0-WH-0

SUSPENDED LINEAR LED

HUBBELLCOOPER/EATONPHILIPSACUITY

LED52W120S3

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACEG LIGHTINGSIDNEY 3"GL-2672-I-S-BLK-1

LED30W120S4

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACEINDY LIGHTINGLC6LC6-S-45LM-40K-120-B-G4-80CRI-ZT

6"W SURFACE MOUNTED LED CYLINDER

3"W LED PENDANT

LED30W120S5

HUBBELLCOOPER/EATONPHILIPSACUITY

S-SURFACEINDY LIGHTINGLC6LC6-S-40LM-40K-120-B-G4-80CRI-ZT

6"W SURFACE MOUNTED LED CYLINDER

SR

RO

T

UI

VFD

CP

B1b

B1NL

H1

H1NL

CT

A

A

SECTION A-A

A

A

SECTION A-A

A

ASECTION A-A

1. WALL ASSEMBLY -- THE 1 OR 2 FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN . WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD* -- NOM 5/8 IN. THICK GYPSUM WALLBOARD, WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 4 IN. THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY.2. METALLIC SLEEVE -- (OPTIONAL) - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR SCHEDULE 5 (OR HEAVIER) STEEL PIPE OR MIN 0.016 IN. THICK (28 MSG) GALV STEEL SLEEVE CAST INTO WALL ASSEMBLY WITH JOINT COMPOUND AND INSTALLED FLUSH WITH WALL SURFACES. WHEN SCHEDULE 5 STEEL PIPE OR EMT IS USED, SLEEVE MAY EXTEND UP TO 18 IN. BEYOND THE WALL SURFACES.3. CABLES -- AGGREGATE CROSS-SECTIONAL AREA OF CABLE IN OPENING TO BE MAX 45 PERCENT OF THE CROSS-SECTIONAL AREA OF THE OPENING. THE ANNULAR SPACE BETWEEN THE CABLE BUNDLE AND THE PERIPHERY OF THE OPENING TO BE MIN 1/4 IN. TO MAX 3/4 IN. CABLES TO BE RIDIGLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF COPPER CONDUCTOR CABLES MAY BE USED: A. MAX 7/C NO. 12 AWG WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET. B. MAX 25 PAIR NO. 24 AWG TELEPHONE CABLE WITH PVC INSULATION AND JACKET. C. TYPE RG/U COAXIAL CABLE WITH POLYETHYLENE (PE) INSULATION AND PVC JACKET HAVING A MAX OUTSIDE DIAMETER OF ½ IN. D. MULTIPLE FIBER OPTICAL COMMUNICATION CABLE JACKETED WITH PVC AND HAVING A MAX OD OF 5/8 IN. E. THROUGH PENETRATING PRODUCTS*-- MAX THREE COPPER CONDUCTOR NO. 8 AWG . METAL-CLAD CABLE+. AFC CABLE SYSTEMS INC F. MAX 3/C (WITH GROUND)(OR SMALLER) NO. 8 AWG COPPER CONDUCTOR CABLE WITH PVC INSULATION AND JACKETING.4. FILL, VOID OR CAVITY MATERIAL* -- SEALANT FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH EACH END OF THE STEEL SLEEVE OR WALL SURFACE. FILL MATERIAL INSTALLED SYMMETRICALLY ON BOTH SIDES OF THEWALL. A MIN 5/8 IN. THICKNESS OF SEALANT IS REQUIRED FOR THE 1 OR 2 HR F RATING . AN ADDITIONAL 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AROUND THE PERIMETER OF SLEEVE ON BOTH SIDES OF THE WALL WHEN SLEEVE EXTENDS BEYOND SURFACE OF WALL.HILTI CONSTRUCTION CHEMICALS, DIV OFHILTI INC -- CP601S, CP606 OR FS-ONE SEALANT*BEARING THE UL CLASSIFICATION MARK

T RATING - 0 HR

F RATINGS - 1 AND 2 HR ( SEE ITEM 1)

1. WALL ASSEMBLY THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OFTHE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A. STUDS STEEL STUDS 3-1/2 IN. DEEP, FABRICATED FROM 25 MSG GALV STEEL, SPACED MAX 24 IN. OC. B. GYPSUM BOARDS* THE GYPSUM BOARD TYPE, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATIONSHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX AREA OF OPENING IS 270 SQ IN. WITH MAXDIMENSION OF 30 IN.THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY INWHICH IT IS INSTALLED.2. CABLE TRAY* MAX 24 IN. WIDE BY 4 IN. DEEP OPEN-LADDER CABLE TRAY WITH CHANNEL-SHAPED SIDE RAILSFORMED OF 0.10 THICK ALUMINUM AND 1-1/2 IN. WIDE BY 1 IN. CHANNEL SHAPED RUNGS SPACED ON 9 IN. OC. THE ANNULARSPACE BETWEEN CABLE TRAY AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 5 IN. CABLE TRAY TO BERIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.3. CABLES AGGREGATE CROSS-SECTIONAL AREA OF CABLE TRAY TO BE MAX 45 PERCENT OF THE CROSS-SECTIONALAREA OF THE CABLE TRAY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF COPPER CONDUCTOR CABLES MAY BE USED: A. MAX 300 PAIR NO. 24 AWG TELEPHONE CABLE WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET. B. MAX 500 KCMIL SINGLE CONDUCTOR POWER CABLE WITH PVC JACKET MATERIAL. C. MULTIPLE FIBER OPTICAL COMMUNICATION CABLE JACKETED WITH PVC AND HAVING A MAX OD OF 3/8 IN. D. MAX 3/C NO. 12 AWG COPPER CONDUCTOR STEEL CLAD CABLE WITH PVC INSULATION MATERIAL.4. FIRESTOP SYSTEM THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. FILL, VOID OR CAVITY MATERIAL -- FOAM FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTHSURFACES OF THE WALL. MIN FILL MATERIAL THICKNESS FOR 1 HR F RATING IS 4-3/4 IN. MIN FILL MATERIAL THICKNESS FOR 2 HR F RATINGIS 6 IN. B. FILL, VOID OR CAVITY MATERIAL* -- FIRE BLOCKS (OPTIONAL -- NOT SHOWN) -- NOM 2 IN. DEEP FIRE BLOCKSAPPLIED IN A SINGLE LAYER ABOVE CABLES WITHIN CABLE TRAY WITH 5 IN. DIMENSION PROJECTING THROUGH OPENINGIN WALL AND LONG DIMENSION PARALLEL TO WALL. HILTI CONSTRUCTION CHEMICALS, DIV OFHILTI INC -- FS 657 FIRE BLOCK*BEARING THE UL CLASSIFICATION MARK

1. FLOOR OR WALL ASSEMBLY -- THE FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BECONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITIONDESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD* -- NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 4 IN.2. METALLIC SLEEVE -- (OPTIONAL) -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR THINNER) STEEL PIPE CAST INTO WALL ASSEMBLY WITH JOINT COMPOUND AND INSTALLED FLUSH WITH WALL SURFACES.3. ELECTRICAL NONMETALLIC TUBING+ -- NOM 2 IN. DIAM (OR SMALLER) CORRUGATED WALL ELECTRICALNONMETALLIC TUBING (ENT) CONSTRUCTED OF POLYVINYL CHLORIDE (PVC). TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDESOF WALL ASSEMBLY. A NOM ANNULAR SPACE OF 3/4 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM.SEE ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORY IN THE ELECTRICAL CONSTRUCTION MATERIALSDIRECTORY FORNAMES OF MANUFACTURERS.4. FILL, VOID OR CAVITY MATERIAL* -- SEALANT -- INSTALLED SYMMETRICALLY ON BOTH SIDES OF THE WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH EACH END OF THE STEELSLEEVE AT THE THICKNESS SHOWN IN THE TABLE BELOW:F RATING HR T RATING HR FILL MTL DEPTH IN.

1 0 5/8 2 2 1-1/4HILTI CONSTRUCTION CHEMICALS, DIV OFHILTI INC -- FS-ONE SEALANT+BEARING THE UL LISTING MARK*BEARING THE UL CLASSIFICATION MARKING

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FTT RATINGS - 0 AND 2 HR (SEE ITEM 4)

F RATINGS - 1 & 2 HR (SEE ITEM 4)

L RATING AT 400 F - 4 CFM/SQ FT

F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4)

T RATING - 0 HR

2

3

4

SYSTEM #W-L-3065

1A

1B

4

3

2

SYSTEM #W-L-2075

1B

1A

SYSTEM #W-L-4034

3

4

2

1

1. SENSORS AND POWER PACKS SHALL BE MADE BY A SINGLE MANUFACTURER.2. ALL LOW VOLTAGE WIRING BETWEEN SENSORS AND POWER PACKS SHALL BELOW VOLTAGE CLASS 2 PLENUM RATED CABLING PER MANUFACTURER'SRECOMMENDATIONS.3. NUMBER AND CONFIGURATION OF SWITCHES AS INDICATED ON THE PLANSFOR EACH ROOM. NOT ALL ROOMS WILL HAVE LOCAL LINE VOLTAGE SWITCHES.4. MANUFACTURERS PER SPEC. SECTION 26-09-23 LIGHTING CONTROL DEVICES.5. MULTI-POLE RELAYS MAY BE USED WHERE LOCAL CIRCUITS ARE SAMEVOLTAGE.6. WHERE SHOWN WITH LOW-VOLTAGE DIMMING CONTROL, WIRE DIMMERSWITCH TO LIGHTING FIXTURES PER MANUFACTURERS REQUIREMENTS.OCCUPANCY SENSOR TO DE-ENERGIZE LIGHTING CIRCUIT WHEN ROOM IS

7. THE LOCATIONS AND QUANTITIES OF SENSORS AND RELATED COMPONENTSSHOWN ON DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMSWHICH ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDEADDITIONAL SENSORS, RELAYS OR OTHER SYSTEM COMPONENTS IF REQUIREDTO PROPERLY AND COMPLETELY CONTROL THE RESPECTIVE ROOM.

UNOCCUPIED. WHEN ROOM IS RE-ENTERED AFTER TURNING LIGHTS OFF,DIMMER SWITCH SHALL MAINTAIN ITS PREVIOUS STATE.

AFF ABOVE FINISHED FLOOR - TO BOTTOM OF ITEM UNLESS INDICATEDOTHERWISE ON DRAWINGS

CKT CIRCUIT

C CONDUIT

CM CONSTRUCTION MANAGER

DISC DISCONNECT

E EXISTING TO REMAIN

EC ELECTRICAL CONTRACTOR

EM EMERGENCY

ES EQUIPMENT SUPPLIER

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FPC FIRE PROTECTION CONTRACTOR

GC GENERAL CONTRACTOR

GND GROUND

HC HEATING CONTRACTOR

MH MOUNTING HEIGHT TO CENTERLINE OF ITEM UNLESS INDICATEDOTHERWISE ON DRAWINGS

NIC NOT IN CONTRACT

PC PLUMBING CONTRACTOR

R DEVICE TO BE REMOVED AND RELOCATED TO ANOTHER AREA

RD DEVICE RELOCATED FROM ANOTHER AREA

S SURFACE MOUNTED

SS STAINLESS STEEL

TYP TYPICAL

WG WIRE GUARD SIZED SPECIFICALLY FOR DEVICE IT IS SERVING

WP WEATHERPROOF

UNO UNLESS NOTED OTHERWISE

PLAN NOTE SYMBOL - APPLIES ONLY TO SHEET ON WHICH NOTE ISSHOWN#

DETAIL NOTE SYMBOL - APPLIES ONLY TO DETAIL ON WHICH NOTE ISSHOWN#

EQUIPMENT REFERENCE SYMBOL#

ROOM NUMBER#

DETAIL B SHOWN ON SHEET E2BE2

ELECTRICAL CONNECTION REQUIRED

EXIT LIGHTING FIXTURE, ARROWS AS INDICATED, CEILINGMOUNTED, CONNECT AHEAD OF LOCAL SWITCHING

EXIT LIGHTING FIXTURE, ARROWS AS INDICATED, WALL MOUNTEDAT 3" CLEAR ABOVE DOOR TRIM OR BELOW CEILING AS REQUIRED,CONNECT AHEAD OF LOCAL SWITCHING

LIGHTING FIXTURE; CAPITAL LETTER DENOTES FIXTURE TYPE, LOWERCASE LETTER DENOTES SWITCHING ARRANGEMENT

LIGHTING FIXTURE ON NIGHT LIGHT (NL) AND/OR EMERGENCYCIRCUIT

EACH ARROWHEAD REPRESENTS ONE COMPLETE CIRCUIT; CAPITALLETTER DENOTES PANEL; NUMBER DENOTES CIRCUIT

A-1&2

WIRE & CONDUIT IN WALL OR ABOVE CEILING

WIRE & CONDUIT IN OR BELOW FLOOR SLAB OR BELOW GRADE

CABLE TRAY

JUNCTION BOX

20A-125V SINGLE RECEPTACLE, NEMA 5-20R (18" MH)

SPECIAL PURPOSE RECEPTACLE, REFER TO NOTE ON PLAN (18" M.H.UNO)

20A-125V DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, (18" M.H.)TWO-GANG ASSEMBLY

20A-125V DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, (46" M.H.)WHERE SHOWN ABOVE COUNTER, COORDINATE HEIGHT WITHCASEWORK CONTRACTOR

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R (46" MH), WHERESHOWN ABOVE COUNTER, COORDINATE HEIGHT WITH CASEWORKCONTRACTOR

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, IN HUBBELL B2427FLUSH FLOOR BOX S3825 COVER PLATE, PROVIDE CARPET FLANGEWHERE REQUIRED20A-125V DUPLEX PEDESTAL TYPE FLOOR RECEPTACLE, NEMA5-20R, IN HUBBELL BA-2527 FLOOR BOX WITH SA-2525 COVERPLATE AND SC-3091 HOUSING, PROVIDE CARPET FLANGE WHEREREQUIRED

FIRE RATED POKE THRU, SEE PLAN FOR MORE INFORMATION.

HEAVY DUTY DISCONNECT SWITCH, SEE EQUIPMENT SCHEDULE FORSOURCES/VOLTAGES AND ALL REQUIREMENTS

MOTOR STARTER INCLUDING 'HOA', RED-RUN PILOT LIGHT,CONTROL TRANSFORMER, AND AUXILIARY CONTACTS; VOLTAGESAND ALL REQUIREMENTS

COMBINATION MOTOR STARTER (AS LISTED ABOVE) AND HEAVYDUTY DISCONNECT SWITCH; VOLTAGES AND ALL REQUIREMENTS

ELECTRIC MOTOR

CABINET UNIT HEATER, UNIT HEATER, EXHAUST FANCUH

FAN COIL UNITFC

CIRCUIT BREAKER PANEL (FLUSH MOUNTED)

CIRCUIT BREAKER PANEL (SURFACE MOUNTED)

MISCELLANEOUS PANEL (FLUSH MOUNTED)

MISCELLANEOUS PANEL (SURFACE MOUNTED)

LINE VOLTAGE THERMOSTAT (FURNISHED BY HC WIRED ANDINSTALLED BY EC)

HIGH CAPACITY FLOOR BOX (REFER TO TECHNOLOGY PLANS)

POWER MONITORING METER.

RELAY OVERRIDE SWITCH. ONE-GANG ASSEMBLY (46" MH).PROGRAM RELAY SERVING ROOM IN WHICH THIS SWITCH ISLOCATED TO TURN ON WHEN THIS SWITCH IS PUSHED. IF THIS ISWITHIN THE SCHEDULED OCCUPIED TIME FOR THIS AREA THELIGHTS SHALL REMAIN ON UNTIL NORMAL SCHEDULED OFF TIME.IF THIS IS NOT WITHIN THE SCHEDULED OCCUPIED TIME THELIGHTS SHALL REMAIN ON FOR A PERIOD OF FOUR HOURS THENTURN OFF. 'X' PLACED AT THE END OF THE SWITCH TAG INDICATES

CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR.10-MINUTE DELAY UNLESS NOTED OTHERWISE. 2 - 2 CIRCUIT CEILING MOUNTED OCCUPANCY SENSOR

PHOTOSENSOR

FIRE ALARM HORN & ADA SIGNAL LIGHT (94" MH)

DUCT MOUNTED SMOKE DETECTOR, REFER TO SMOKE DETECTORWIRING DIAGRAM.

DUCT MOUNTED DETECTOR REMOTE TEST STATION AND ALARMINDICATOR LIGHT, WALL MOUNTED AT (80" MH) UNLESS NOTEDOTHERWISE

THE NUMBER OF BUTTONS THE SWITCH SHALL HAVE (1,3,5 OR 9).WATTSTOPPER MODELS L1S, L3S, L5S, AND L9S OR EQUAL.

FIRE ALARM ADA SIGNALING LIGHT (94" MH)

FIRE ALARM SIGNAL PULL-STATION STATION (46" MH) PULLSTATIONS

CEILING MOUNTED SMOKE DETECTOR.

NF NON-FUSED

N3R NEMA 3R

XFMR TRANSFORMER

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R (18" MH)GENERAL SUBSCRIPTS: GF - GROUND FAULT CIRCUIT INTERRUPTER WP - WEATHERPROOF WITH TAYMAC #20310 STANDARD COVER,

VERTICAL MOUNT T - TAMPER RESISTANT

IG - ISOLATED GROUND

CM - CEILING MOUNTED WITH RIGID SUPPORT

TV - TELEVISION SERVICE LOCATION (90" M.H. UNLESS NOTEDOTHERWISE). PROVIDE RECEPTACLE IN SEPERATE BACKBOXADJACENT TO TELEVISION SERVICE LOCATION AND CIRCUIT ASINDICATED ON PLANS.

USB - USB CHARGER WITH TAMPER RESISTANT 125V, 20ADUPLEX RECEPTACLE.

H - HOSPITAL GRADE RECEPTACLE

EX - EXPLOSION PROOF RECEPTACLE

SINGLE POLE WALL SWITCH (46" MH), RATED FOR ONE HORSEPOWER.

GENERAL SUBSCRIPTS: a - LOWERCASE LETTER DENOTES SWITCHING GROUP 2 - TWO-POLE WALL SWITCH (46" MH) 3 - THREE-WAY WALL SWITCH (46" MH) 4 - FOUR-WAY WALL SWITCH (46" MH) P - SWITCH WITH NEON PILOT LIGHT. ONE-GANG ASSEMBLY

(46" MH) K - KEY OPERATED WALL SWITCH (46" MH) WP - WEATHERPROOF WALL SWITCH

OS - WALL SWITCH OCCUPANCY SENSOR. PROVIDE LEGRANDWATTSTOPPER PW-311 OR EQUAL.

OS,D - WALL SWITCH OCCUPANCY SENSOR WITH 0-10V DIMMING.PROVIDE LEGRAND WATTSTOPPER PW-311 OR EQUAL.

D - 0-10V DIMMER SWITCH (46")

EMERGENCY SHUT DOWN (EXACT LOCATION TO BE FIELD VERIFIED).RED MUSHROOM TYPE BUTTON MAINTAINED CONTACT WITHNO/NC CONTACT BLOCKS. ONE CONTACT SHALL INITIATEEMERGENCY SHUT DOWN (120 VAC). ONE CONTACT SHALL INITIATEFACT-CNG SIGNAL TO CNG CONTROLS (240 VAC). REFER TO CNGDRAWINGS FOR FURTHER INFORMATION.

--

ULTRA-VIOLET/INFRARED DETECTOR

NOTES:1.- REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LENGTH AND DIMENSIONS. PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES FOR A COMPLETE SYSTEM.

VARIABLE FREQUENCY DRIVE

CONTROL PANEL

LOCAL CIRCUIT PER PLANSHN

DUAL TECHNOLOGYOCCUPANCY SENSOR

WALL OR CEILINGMOUNTED

SINGLE RELAY/POWER PACK

INSIDE LAMPS

OUTSIDE LAMPS

LOCAL ROOMSWITCHES

ROOMLUMINAIRES

OR STEP DIMTO ADDITIONAL

SENSORS(IF NECESSARY)

RED (+24 VDC)BLACK (COM)

BLUE (CTRL)

(WHERE SHOWN WITH0-10V DIMMERS,PROVIDE DIMMINGSIGNAL FROM SWITCHTO LIGHT FIXTURES.)

--

1

--

--

--

--

--

--

1,2

2.- FIXTURE MUST BE INDEPENDENTLY SUSPENDED FROM STRUCTURE. REFER TO ARCHITECTURAL DETAIL FOR FURTHER INFORMATION.

--

--

--

LEGEND (ALL SYMBOLS MAY NOT BE USED)

LEGEND CONTINUED

A.- GENERAL NOTES APPLY TO ALL SHEETS.

B.- LIGHT FIXTURES ARE SHOWN IN APPROXIMATE LOCATIONS. ALL LOCATIONSMUST BE VERIFIED IN THE FIELD WITH ALL EXISTING CONDITIONS AND OTHERTRADES. EXTERIOR MOUNTING HEIGHTS INDICATED ON PLANS ARE FORREFERENCE ONLY. COORDINATE ALL HEIGHTS AND LOCATIONS WITH ARCHITECTPRIOR TO ROUGH-IN.

C.- ALL EMERGENCY TRANSFER DEVICES, NIGHT LIGHTS AND EXITS SHALL BECONNECTED TO UNSWITCHED LEGS UNLESS INDICATED OTHERWISE.

D.- COORDINATE EXACT LOCATIONS OF LIGHTING FIXTURES TO BE INSTALLED INMECHANICAL ROOMS WITH HC AND PC.

E.- CABLE TRAY SHALL BE USED FOR VOICE AND DATA CABLING ONLY. FIREALARM, CENTRAL SOUND, VIDEO AND ALL OTHER CABLING SHALL BE RUN INSEPARATE AND INDEPENDENT J-HOOK STRAPS AND NOT IN THE CABLE TRAY.

F.- ALL FIRE ALARM STROBE LIGHTS ARE TO BE SYNCHRONIZED.

G.- ALL RECEPTACLES CIRCUITED TO "EMERGENCY SYSTEM" PANELS SHALL BE REDIN COLOR. ALL WIRING SHALL BE MIN #10 AND INCLUDE A SEPARATE FULL SIZENEUTRAL FOR EACH CIRCUIT.

H.- EC SHALL BE RESPONSIBLE FOR ROUGH IN OF ALL TECHNOLOGY DEVICESSHOWN ON THE POWER AND TECHNOLOGY PLANS.

I.- PROVIDE A BLANK COVERPLATE FOR ANY DEVICES THAT ARE REMOVED BUTNOT REPLACED WITH NEW.

J.- PATCH WALLS TO SIMILAR LIKENESS WITH SIMILAR MATERIAL WHERE NEWDEVICES, REPLACING OLD, DO NOT FULLY COVER EXISTING OPENINGS.

K.- NEW CIRCUITING SHALL BE CONCEALED WHERE POSSIBLE WITHIN WALLS ANDABOVE CEILING. CIRCUITING MUST BE CONCEALED WITHIN EXISTING METALWALLS. SURFACE RACEWAY IS ALLOWED FOR NEW BRANCH CIRCUITRY SERVINGDEVICES SHOWN ON EXISTING MASONRY WALLS.

L.- ROOMS WITH OPEN CEILINGS, ALL CONDUITS SHALL BE INSTALLED PARALLELOR PERPENDICULAR TO WALLS. ANGLED CONDUITS WILL NOT BE PERMITTED.CONTRACTORS SHALL FIELD COORDINATE ALL DEVICE LOCATIONS PRIOR TOSURFACE MOUNTING EMT CONDUITS OR RACEWAY.

M.- IMPORTANT NOTES ABOUT CUTTING AND PATCHING - ALL CUTTING ANDPATCHING SHALL BE PAID FOR BY THE ELECTRICAL CONTRACTOR ANDPERFORMED BY A QUALIFIED TRADESPERSON OBTAINED BY THE E.C. REFER TOTHE ARCHITECTURAL PLANS/SPECIFICATIONS AND THE GENERAL CONDITIONS OFTHE PROJECT FOR MORE SPECIFIC INFORMATION. EXISTING BUILDING DRAWINGSARE AVAILABLE THROUGH THE CONSTRUCTION MANAGER FOR REFERENCE TOORIGINAL CONSTRUCTION METHODS.

N.- WHERE EXISTING LIGHTS, OUTLETS, BOXES, DEVICES, ETC. ARE REMOVED ANDA NEW FIXTURE OR DEVICE IS PROVIDED IN ITS PLACE, CUT AND/OR PATCH TOORIGINAL LIKENESS TO ENSURE A QUALITY AESTHETIC FIT.

O.- WHERE DISCREPANCIES FOR BOXES AND CONDUIT BETWEEN TECHNOLOGYAND ELECTRICAL DRAWINGS EXIST, TECHNOLOGY PLANS SHALL TAKEPRECEDENCE.

P.- FOR EMERGENCY CIRCUITS CALLED OUT WITH INCREASED CONDUCTOR SIZINGFOR VOLTAGE DROP, CARRY SIZE INDICATED THROUGHOUT CIRCUIT TO THEJUNCTION BOX NEAREST THE FIXTURE INDICATED AND SPLICE #10AWGCONDUCTORS FROM JUNCTION BOX TO FIXTURE.

Q.- ALL SHOWN FIRE ALARM DEVICES ARE EXISTING TO REMAIN UNLESSOTHERWISE NOTED. DEVICES TO BE REMOVED AND REINSTALLED DUE TOPRESSURE WASHING OF AREA. ALL WIRING TO BE MADE SAFE FOR PRESSUREWASHING.

R.- ALL ELECTRICAL DEVICES AND ELECTRICAL WORK LOCATED IN MAINTENANCEWORK AREAS AND THE BUS STORAGE GARAGE WITHIN 18" OF THE FLOOR SHALLBE CONSIDERED CLASS I DIV 2 AND SHALL COMPLY WITH REQUIREMENTS OF NEC511.3(C)(1). LOCATE ALL NEW RECEPTACLES IN THESE AREAS AT 24" MOUNTINGHEIGHT.

S.- PROVIDE AIR TERMINALS AND CONNECTIONS AT ALL NEW ROOF TOPEQUIPMENT (EXHAUST FANS, CONDENSING UNITS, ETC.) BEING INSTALLED.CONNECT NEW EQUIPMENT TO EXISTING LIGHTNING PROTECTION GRID SYSTEMON ROOF. ENSURE CONTINUITY TO EXISTING LIGHTNING PROTECTION GRIDSYSTEM IS MAINTAINED.

T.- FOR ALL ROOF TOP EQUIPMENT BEING REMOVED, REMOVE LIGHTNINGPROTECTION CONNECTION POINT AND RECONFIGURE LIGHTNING PROTECTIONWIRING TO MAINTAIN CONTINUITY OF GRID SYSTEM.

APPROVED EQUALS

LIGHTING FIXTURES

MOUNTING OPTIONS

GENERAL NOTES CONTINUED

AC - AIRCRAFT CABLEC - CHAINP - STEMPM-POLE MOUNTR - RECESSEDS - SURFACEUC - UNDER CABINETW - WALLUV - UNIVERSAL

U.- IMPORTANT NOTES ABOUT CONCEALING DEVICES AND CIRCUITRYTHROUGH THE FACILITY - ALL DEVICES/BOXES SHALL BE RECESSEDINTO WALLS AND CEILINGS AND ALL CIRCUITRY/CONDUIT CONCEALEDUNLESS SPECIFICALLY NOTED OTHERWISE THROUGHOUT THEBUILDING. THE ELECTRICAL CONTRACTOR SHALL CUT AND PATCHWALLS AND CEILINGS TO ORIGINAL LIKENESS WHERE NECESSARY.PATCHING SHALL BE PAID FOR BY THE ELECTRICAL CONTRACTOR ANDPERFORMED BY A QUALIFIED TRADESPERSON OBTAINED BY THE E.C.REFER TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND THEGENERAL CONDITIONS OF THE PROJECT FOR MORE SPECIFICINFORMATION. EXISTING BUILDING DRAWINGS ARE AVAILABLETHROUGH THE CONSTRUCTION MANAGER FOR REFERENCE TOORIGINAL CONSTRUCTION METHODS. THE FOLLOWING NOTES (1THROUGH 8) OUTLINE SOME ADDITIONAL INFORMATION.1. NEW WALLS/NEW BLOCK/NEW MASONRY WALLS - ALL

CONDUIT/CIRCUITRY SHALL BE CONCEALED WITHIN NEW WALLS.ALL DEVICES/BOXES SHALL BE MOUNTED FLUSH IN NEW WALLSUNLESS NOTED OTHERWISE. FURRED-OUT WALLS - ALLCONDUIT/CIRCUITRY SHALL BE CONCEALED WITHIN FURRED-OUTWALLS. ALL DEVICES/BOXES SHALL BE MOUNTED FLUSH WITHINFURRED-OUT WALLS UNLESS NOTED OTHERWISE. PROVIDEAPPROPRIATELY SIZED BOXES AS NECESSARY AND COORDINATEALL WORK WITH ARCHITECTURAL WALL DETAILS.

2. FURRED-OUT WALLS - ALL CONDUIT/CIRCUITRY SHALL BE CONCEALEDWITHIN FURRED-OUT WALLS. ALL DEVICES/BOXES SHALL BE MOUNTEDFLUSH WITHIN FURRED-OUT WALLS UNLESS NOTED OTHERWISE.PROVIDE APPROPRIATELY SIZED BOXES AS NECESSARY ANDCOORDINATE ALL WORK WITH ARCHITECTURAL WALL DETAILS. IT ISACCEPTABLE TO 'DISH-OUT' AN EXISTING WALL BEHIND A NEW FURREDSECTION TO GET A BOX TO FIT IN WHERE NECESSARY.

3. PLASTER WALLS & CEILINGS - CUT, CHANNEL AND PATCHEXISTING PLASTER WALLS AND CEILINGS FOR CONCEALEDINSTALLATION OF ALL BOXES AND CONDUIT/CIRCUITRY. ALLDEVICES SHALL BE MOUNTED FLUSH IN WALLS AND CEILINGSUNLESS NOTED OTHERWISE. NOTE THAT SOME AREAS, SUCH ASTHE MAIN ENTRIES, CONTAIN ARCHED SURFACES THAT REQUIRECLOSE ATTENTION. COORDINATE ALL TECHNIQUES CLOSELYWITH THE GENERAL TRADES CONTRACTOR AND CONSTRUCTIONMANAGER.

4. FLOORS - CUT, CHANNEL AND PATCH EXISTING FLOORS FORCONCEALED INSTALLATION OF ALL BOXES ANDCONDUIT/CIRCUITRY. ALL DEVICES SHALL BE MOUNTED ASINDICATED BY PLANS IN FLOORS. COORDINATE ALL TECHNIQUESCLOSELY WITH THE GENERAL TRADES CONTRACTOR ANDCONSTRUCTION MANAGER. NOTE THAT MOST LOCATIONSSIMPLY REQUIRE A FLOOR PENETRATION (CORE DRILL) FOR ITEMSSUCH AS A POKE-THRU DEVICE. COORDINATE ALL WORK ONABOVE GRADE FLOORS CLOSELY TO CONCEAL CIRCUITRY IN AREABELOW. STRUCTURAL FLOORS AND FLOORS WITH RIBSTRUCTURES SHALL BE CLOSELY COORDINATED DUE TO THEUNIQUE RESTRICTIONS ON SUCH FLOORS - NO RIBS, STRUCTURALOR BEAM COMPONENTS SHALL BE INTERRUPTED WITHOUTDIRECT APPROVAL BY THE CM, GC AND STRUCTURAL ENGINEER.

5. BLOCK WALLS/MASONRY - ELECTRICAL DEVICES SHALL BESURFACE MOUNTED IN CONDUIT. E.C. SHALL COORDINATEROUTING IN FIELD. V.- WHERE EXISTING LIGHTS, OUTLETS,BOXES, DEVICES, ETC. ARE REMOVED AND NEW FIXTURE ORDEVICE IS PROVIDED IN ITS PLACE, CUT AND/OR PATCH TOORIGINAL LIKENESS TO ENSURE A QUALITY AESTHETIC FIT.

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DRAWN BY: CHECKED BY:

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

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Author Checker

ELECTRICAL LEGEND

COTA DOWNTOWNADMINISTRATIVE OFFICERENOVATION

COTA

33 N. HIGH ST,COLUMBUS OH 43215

ELECTRICAL SHEET INDEXNumber Sheet Name

E000 ELECTRICAL LEGENDE101 FIRST AND SEVENTH FLOOR LIGHTING PLANE102 LOWER LEVEL AND SECOND FLOOR PLANSE201 FIRST AND SEVENTH FLOOR POWER PLANE400 ELECTRICAL SINGLE LINE

ED101 FIRST AND SEVENTH FLOOR DEMOLITION PLANS

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MONTGOMERY E-66852GRIFFIN E-57049

855 Grandview Avenue, 3rd Floor Columbus, OH 43215Phone: (614) 443-1178 Fax: (614) 443-1594

Email: [email protected]

Engineering

# DATE CHANGE DESCRIPTION1 5/21/2019 Addendum #22 5/31/2019 Addendum #3