€¦ · Powers/Hagerman/Corgroup 10315 Allisonville Rd Fishers, IN 46038 Eastwood Middle School Addendum 5 11/16/18 1. The geotechnical report dated 11/8/18 is attached. 2. Attached

Powers/Hagerman/Corgroup

10315 Allisonville Rd Fishers, IN 46038

Eastwood Middle School

Addendum 5

11/16/18

1. The geotechnical report dated 11/8/18 is attached.

2. Attached is an updated site logistics plan.

3. Specification Section

4. In Specification Section 011200 Multiple Contract Summary, Section 1.6 Temporary

Facilities, delete paragraphs N and O and replace with the following.

N. Temporary Electrical(Replaces N & O):

1. Temporary IOSHA Building Lighting: BP 20-Electrical shall furnish , Install,

maintain and remove a temporary lighting system throughout the building, New

structures and existing areas that the ceilings and lighting has been removed. Any

“task Specific” lighting required shall be by the bid package(BP) subcontractor

requiring the lighting.

2. BP 20 shall also furnish, install and maintain, and remove a temporary 120 volt

power panels in each PHASE area, new and existing that will supply the new

construction. Panels will be located to provide power to within 100’ of any location in

the PHASE.

3. Temporary office trailers-BP 20 shall furnish a 400AMP service to the construction

trailer area(NE corner of the site shown on the Flex/Phasing plan). Furnish, Install

and remove the service. Provide required permits and plan on hooking up 4

construction trailers.

4. Temporary Power(BP 20) per PHASE will be energized after the structural steel

erection. Prior all required power will be supplied by each contractor to complete

their work. This includes providing generators if required.

5. In Specification Section 011200 Multiple Contract Summary, Section 1.6 Temporary

Facilities, add paragraph V.

V. Temporary Heat(Added Item BP 19) 1. Temporary Heat and A/C using Permanent equipment: BP 19 shall understand the

permanent new and existing heating and A/C system will be used to condition the

building prior to substantial completion of the project. Therefore, this BP shall

include the cost to perform the following items:

2. BP 19 contractor shall submit a plan to maintain HVAC systems to existing and new

spaces.

3. BP 19 contractor shall include all cost to extend the equipment warranties from the

time the equipment is started to actual substantial completion per PHASE.

4. BP 19 contractor shall include cost to provide equipment and system maintenance,

as required by the equipment manufacturer, from the time the equipment/system is

started to the actual PHASE substantial completion.

5. BP 19 shall include costs to furnish, install expendables such as filters, water

treatment media(solid or liquid) and any items required by the equipment/system

http://www.thehagermangroup.com/

Powers/Hagerman/Corgroup

10315 Allisonville Rd Fishers, IN 46038

manufacturer to properly operate the equipment/system. This includes replacing the

filters as needed throughout the construction process.

6. BP 19 shall furnish, install, maintain/replace as needed, and remove temporary filter

media over each supply and return grille throughout the PHASE during the system

operation to substantial completion. The temporary filter media shall be left on each

grille until the test and balance activity starts. If temporary filter media is not installed

or is not maintained, BP 19 shall clean all duct that dirt/dust build up inside.

7. BP 19 shall furnish and install permanent equipment filters prior to the mechanical

system test and balance activity or as directed by the Construction Manager.

8. BP 19 shall provide temporary controls as required to monitor and maintain all

HVAC systems

6. In Specification Section 011200 Multiple Contract Summary, add the following

paragraphs to contract 12b-Dyrwall, Acoustical Ceiling, EIFS.

19. Temporary Exterior Wall Construction: Furnish and install 1250 LF to extend from existing slab to bottom of existing deck. Wall to be weather/air tight. Wall to be construction of: Denglass, Reinforced-fire retardant visqueen, 3 5/8” metal stud, R-13 insulation and 5/8” drywall, drywall seams to be taped with painter’s tape. Furnish and install 4 – hollow metal doors, frames, and hardware sets. Temporary hardware set to include hinges, storeroom function lockset and construction core. 20. Temporary Interior Wall Construction: Furnish and install 650 LF of wall to extend

to bottom of acoustical ceiling, then install visqueen from acoustical ceiling to bottom of

deck. Wall construction to be 5/8” drywall both sides, 3 5/8” metal studs with sound

insulation. Tape drywall seams with painter’s tape. Furnish and install 3 – hollow metal

doors, frames, and hardware sets. Temporary hardware set to include hinges, storeroom

function lockset and construction core.

7. The following specification Sections were previously issued. The contract responsibilities are as follows.

a. 03 05 59 -Penetrating Colloidal Silical Concrete Treatments-Contract 5. b. 11 53 13 Laboratory Fume Hood-Contract 17 c. 11 61 33 Theatrical Rigging Systems-Contract 12a d. 12 66 13 Telescoping Stands-Contract 12a

8. Delete the previously issued specification sections 01 23 00 Alternates and 00 43 23

Alternates form and replace with the attached.

Attachments: Architectural Addendum 5 dated 11/16/18 Geotechnical Report dated 11/8/18 Site Logistics Plan Specification Section 01 23 00 Alternates (Revised Addendum 5) Specification Section 00 43 23 Alternates form (Revised Addendum 5)

http://www.thehagermangroup.com/


October 15, 2018

ALTERNATES (Revised Addendum 5) 012300 - 1

SECTION 012300 – ALTERNATES (Revised Addendum 5)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work

defined in the bidding requirements that may be added to or deducted from the base bid

amount if the Owner decides to accept a corresponding change either in the amount of

construction to be completed or in the products, materials, equipment, systems, or installation

methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the

Contract Sum to incorporate alternates into the Work. No other adjustments are made

to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate

work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar

items incidental to or required for a complete installation whether or not indicated as

part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections

referenced in schedule contain requirements for materials necessary to achieve the work

described under each alternate.


October 15, 2018


PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 01 – Wood seat bleachers

Base Bid – Provide plastic bleachers per Section 126600 “TELESCOPING STANDS” in both

gymnasiums.

Alternate – In lieu of plastic bleachers, provide wood bleachers per Section 126600 “TELESCOPING

STANDS” in both gymnasiums.

B. Alternate No. 02-LVT flooring in corridors

Base Bid – Provide Vinyl Composition Tile (VCT) per Section 096519 “RESILIENT TILE FLOORING” in

the corridors where indicated.

Alternate – In lieu of VCT, provide Luxury Vinyl Tile (LVT) per Section 096519 “RESILIENT TILE

FLOORING” in the corridors where indicated.

C. Alternate No. 03- Gymnasium HVAC

Base Bid – Existing HVAC equipment to remain. Provide new piping and reconnect to existing AHU’s

in the main gymnasium.

Alternate – Replace AHU’s with new RTU’s, provide new ductwork and relief hoods as well as

electrical and structural scope to power the units in both gyms as indicated in the Contract

Documents.

D. Alternate No. 04- 2nd Floor Glazing

Base Bid – Provide glazing type IG-1 as indicated on the A-600 sheets at all exterior first floor glazing.

Alternate Bid – Provide IG-1 in lieu of IG-3 on at all exterior second floor glazing. See 088000

“GLAZING” and A-600 Series drawings.

E. Alternate No. 05-Epoxy flooring in cafeteria


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Base Bid – Provide Luxury Vinyl Tile (LVT) per Section 096519 “RESILIENT TILE FLOORING” in the

cafeteria.

Alternate – In lieu of LVT, provide Resinous Flooring and base per Section 096723.17 “RESINOUS

FLOORING – LEVEL 3” in the cafeteria.

F. Alternate No. 06- Locker room HVAC

Base Bid – Mechanical units to remain in the locker rooms. Remove existing diffusers, clean existing

ductwork, and then reinstall the existing diffusers into the new ceiling and reconnect to existing

ductwork. Provide new fire alarm and fire protection.

Alternate –Replace existing AHU and replace with new RTU, reconnect RTU to existing dust work,

remove existing diffusers, clean existing ductwork, and then reinstall the existing diffusers into the

new ceiling and reconnect to existing ductwork as indicated in the Contract Documents.

G. Alternate No. 07- P.E. and Locker room G103A and Ancillary spaces as indicated on A-101.

Base Bid – Lockers to remain, new ceiling. Fire alarm and fire protection.

Alternate – Provide new 12”x12”x72” (6 high, slope top) P.E. lockers in main corridor as indicated.

Remove and replace lockers in G103A with 15x15x36 double height lockers as indicated in the

Drawings and Specification Section 105113 “METAL LOCKER.” Demo door and enclose wall as

indicated and provide two new doors to Storage as indicated on A-101. Add chain link fence with 2

gates as indicated.

H. Alternate No. 08- Kitchen freezer and Cooler

Base Bid – Existing Freezer and Cooler to remain in the kitchen.

Alternate – Provide new Freezer (Item #5) and Cooler (Item #13) (per Section 114000 “FOOD

SERVICE EQUIPMENT”) including roof mounted condensers, electrical to power units, and data

rough-ins to monitor the units. Infill area of recessed slab south of new Freezer to flush with

Kitchen finish floor. Provide associated shelving items #6 and #7 as well as #14 and #15.

I. Alternate No. 09-Kitchen and support spaces renovation

Base Bid – Upgrade fire alarm and fire protection only in kitchen and support spaces as well as

exhaust fan for dishwasher.


October 15, 2018


Alternate– Renovate the Kitchen including new CMU wall for Hood assembly, the Hood (Item 23),

Vegetable Prep Table & Sink (Item 16), Prep Table & Sink (Item 25), Handwashing Sink (Item 12),

associated mechanical (ductwork, piping, and RTU), plumbing, fire protection, and electrical work,

new resinous flooring, wall painting, ceiling tile, laundry equipment connections, and renovations to

staff restrooms and custodial room. Provide items #24 Hot Water Dispenser and #55 Stainless Steel

Wall Cabinet.

J. Alternate No. 10- Kitchen pass through units

Base Bid – No kitchen pass through units.

Alternate – Provide 3 Single Door Pass-thru Refrigerator Units (Item 28) and 3 Single Door Pass-

Through Heated Cabinets (Item 29) as indicated in Section 114000 “FOOD SERVICE EQUIPMENT” and

in the Food Service Drawings.

K. Alternate No. 11-Mobile Kitchen tables and Combi Oven

Base Bid – No mobile worktables or Combi oven.

Alternate – Provide 2 mobile kitchen tables (Item 26) and a Combi Oven with Stand (Item 21) as

indicated in Section 114000 “FOOD SERVICE EQUIPMENT” and in the Food Service Drawings.

L. Alternate No. 12 – Kitchen serving line & Milk Coolers

Base Bid – No new 3rd Serving line or milk coolers.

Alternate – Provide 3rd Serving Line, including Serving Table (Item 37), Drop-in Two Pan Hot/cold

Well (Item 38), Self-Serve Breath Guard (Item 39), Serving Table (Item 40), Drop-In Frost Top (Item

41), Self-Serve Breath Guard (Item 42) as well as 2 Milk Coolers (Item 49) as indicated in Section

114000 “FOOD SERVICE EQUIPMENT” and in the Food Service Drawings.

M. Alternate No. 13 – Acoustical Treatment – Band, Choir, Orchestra, Practice & Ensemble

Base Bid – Provide APC-1 ceiling only in band, choir, orchestra, practice rooms and ensemble room.

Alternate – Provide Acoustical wall panels, acoustic ceiling APC-4 and Waveform Harmonix-K ceiling

panels in the band, choir, orchestra, and ensemble rooms as indicated in the Contract Documents.

N. Alternate No. 14 – Acoustical Treatment – Cafetorium


October 15, 2018


Base Bid – Provide APC-4 and trim as indicated on AC1F1. Do not provide any acoustic wall

treatment or ceiling reflector at front of Platform in the Cafeteria.

Alternate Bid – Provide acoustic wall treatment per Sheet I-203. Provide acoustic reflector at front of

Platform per drawings.

O. Alternate No. 15 – TPO Roof

Base Bid – Provide EPDM roof membrane per SECTION 075323.

Alternate Bid – Provide TPO roof membrane per SECTION 075423.

P. Alternate No. 16 – Air Cooled Chillers – Specification Section 236423. Provide pricing for the following alternate manufacturers: The owner will choose one of the alternates to create a complete project. Install per the contract documents. Any changes in electrical, mechanical, or temperature controls that are required for non-basis of design equipment are the responsibility of the installing contractor.

Base Bid – No equipment provided

Alt A – Daikin

Alt B – Trane

Alt C – York

Q. Alternate No. 17 – Modular Central-Station Air-Handling Units – Specification Section 237313 Provide pricing for the following alternate manufacturers: The owner will choose one of the alternates to create a complete project. Install per the contract documents. Any changes in electrical, mechanical, or temperature controls that are required for non-basis of design equipment are the responsibility of the installing contractor.


Alt A – Trane

Alt B – Daikin

Alt C – York


October 15, 2018


Alt D – Krueger

R. Alternate No. 18 – Custom Air-Handling Units – Specification Section 237414. Provide pricing for the following alternate manufacturers: The owner will choose one of the alternates to create a complete project. Install per the contract documents. Any changes in electrical, mechanical, or temperature controls that are required for non-basis of design equipment are the responsibility of the installing contractor.


Alt A – Haakon

Alt B – Ventrol

Alt C – York Custom

Alt D – Energy Labs

Alt E – Ingenia

S. Alternate No. 19 – HVAC Controls – Specification Section 230900.99. Provide pricing for the following alternate manufacturers: The owner will choose one of the alternates to create a complete project. Install per the contract documents. Any changes in electrical, mechanical, or temperature controls that are required for non-basis of design equipment are the responsibility of the installing contractor.

Base bid: No controls.

Alt A: Provide Delta Controls.

Alt B: Provide Siemens Controls

Alt C: Provide Andover Controls

T. Alternate No. 20 – Piping connections – Specification Section 232113. Provide pricing for the following alternate manufacturers: The owner will choose one of the alternates to create a complete project. Install per the contract documents. Any changes in electrical, mechanical, or temperature controls that are required for non-basis of design equipment are the responsibility of the installing contractor.


October 15, 2018


Base Bid – No work to be completed

Alt A – Provide fully welded pipe.

Alt B – Provide Grooved Pipe (Victaulic)

END OF SECTION 012300


October 15, 2018

ALTERNATES FORM (Addendum 5) 004323 - 1

DOCUMENT 004323 - ALTERNATES FORM (Addendum 5)

1.1 GENERAL INFORMATION

A. Bidder: _____________________________________________________________.

B. Contact Name: _____________________________________________________________.

C. Contact Email: _____________________________________________________________.

D. Contact Mobile: _____________________________________________________________.

E. Alternates for bid package No. (turn in one sheet for each bid package)___________________

F. Project Name: Eastwood Middle School

G. Project Location: 4401 E 62nd St., Indianapolis, IN 46220

H. Owner: M.S.D. of Washington Township

1.2 BID FORM SUPPLEMENT

A. This form is required to be attached to the Bid Form.

1.3 DESCRIPTION

A. The undersigned Bidder proposes the amount below be added to or deducted from the Base

Bid if particular alternates are accepted by Owner. Amounts listed for each alternate include

costs of related coordination, modification, or adjustment.

1. Cost-Plus-Fee Contract: Alternate price given below includes adjustment to Contractor's

Fee.

B. If the alternate does not affect the Contract Sum, the Bidder shall indicate "NO CHANGE."

C. If the alternate does not affect the Work of this Contract, the Bidder shall indicate "NOT

APPLICABLE."

D. The Bidder shall be responsible for determining from the Contract Documents the effects of

each alternate on the Contract Time and the Contract Sum.

E. Owner reserves the right to accept or reject any alternate, in any order, and to award or

amend the Contract accordingly within ninety (90) days of the Notice of Award unless

otherwise indicated in the Contract Documents.


October 15, 2018


F. Acceptance or non-acceptance of any alternates by the Owner shall have no effect on the

Contract Time unless the "Schedule of Alternates" Article below provides a formatted space

for the adjustment of the Contract Time.

1.4 SCHEDULE OF ALTERNATES

A. Alternate No. 01 – Wood seat bleachers (Base bid-plastic seat bleachers)

Add $_______________________________________________

B. Alternate No. 02-LVT flooring in corridors (Base bid-vct flooring in corridors)

Add $_______________________________________________

C. Alternate No. 03-Add gymnasium HVAC (Base bid-gymnasium hvac to remain)

Add $_______________________________________________

D. Alternate No. 04- Two layers of laminated glass on second floor windows (Base bid-one layer of laminated glass on second floor and two layers on first floor)

Add $_______________________________________________

E. Alternate No. 05-Epoxy flooring in cafeteria (Base bid-lvt flooring)

Add/Deduct (Circle One) $_______________________________

F. Alternate No. 06-Add locker room HVAC (Base bid-locker room hvac to remain)

Add $_______________________________________________

G. Alternate No. 07-Replace lockers in PE and Locker rooms (Base bid-lockers to remain)

Add $_______________________________________________

H. Alternate No. 08- Replace the kitchen freezer and Cooler (Base bid-cooler and freezer to

remain)

Add $_______________________________________________

I. Alternate No. 09-Kitchen and support spaces renovation (Base bid-kitchen and support spaces

to remain)

Add $_______________________________________________

J. Alternate No. 10-Add kitchen pass through units (Base bid-no pass through units)

Add $_______________________________________________


October 15, 2018


K. Alternate No. 11-Mobile Kitchen tables and Combi Oven(Base bid-tables and Combi Oven to

remain)

Add $_______________________________________________

L. Alternate No. 12 – New third kitchen serving line and milk coolers (Base bid-no new third

serving line and milk coolers)

Add $_______________________________________________

M. Alternate No. 13 – Acoustical Treatment – Band, Choir, Orchestra & Ensemble (Base Bid-no acoustical treatment in these areas)

Add $_______________________________________________

N. Alternate No. 14 – Acoustical Treatment – Cafetorium (Base Bid-no acoustical treatment in cafetorium)

Add $______________________________________________

O. Alternate No. 15 – TPO Roof (Bae Bid-EPDM ROOF)

Add $______________________________________________

P. Alternate No. 16 – Air Cooled Chillers a. Add $______________________________________________

b. Add $______________________________________________

c. Add$_______________________________________________

Q. Alternate No. 17 – Modular AHUs a. Add $______________________________________________

b. Add $______________________________________________

c. Add $_______________________________________________

d. Add $______________________________________________

R. Alternate No. 18 – Custom AHUs a. Add $______________________________________________

b. Add $______________________________________________

c. Add $_______________________________________________

d. Add $______________________________________________

e. Add $______________________________________________


October 15, 2018


S. Alternate No. 19 HVAC Controls

a. Add $__________________________________________

b. Add $__________________________________________

c. Add $__________________________________________

T. Alternate No. 20 Piping Connections

a. Add $__________________________________________

b. Add $__________________________________________

1.5 SUBMISSION OF BID SUPPLEMENT

A. Respectfully submitted this ____ day of ____________, 2012.

B. Submitted By:___________________________________(Insert name of bidding firm or

corporation).

C. Authorized Signature:____________________________________(Handwritten signature).

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

E. Title:___________________________________(Owner/Partner/President/Vice President).

END OF DOCUMENT 004323

62ND STREET

61ST STREET

N

DEMOLITION PLAN

1. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON DRAWINGS PRIOR TO COMMENCINGCONSTRUCTION OPERATIONS. MAINTAIN EROSION CONTROL MEASURES AS NECESSARY DURING CONSTRUCTIONAND REMOVE PRIOR TO SUBSTANTIAL COMPLETION.

2. CONTRACTOR SHALL INSTALL TEMPORARY TREE PROTECTION FENCE AROUND EXISTING TREES INDICATED TOREMAIN AS SHOWN ON DRAWINGS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS. MAINTAIN AND ADJUSTTEMPORARY TREE PROTECTION FENCING AS NECESSARY DURING CONSTRUCTION AND REMOVE PRIOR TOSUBSTANTIAL COMPLETION. MATERIAL STORAGE, VEHICLE ACCESS AND CONSTRUCTION ACTIVITIES AREPROHIBITED WITHIN LIMITS OF TREE PROTECTION FENCING.

3. DRAWINGS INDICATE GENERAL LOCATIONS AND LIMITS OF REMOVALS. CONTRACTOR SHALL PERFORM REMOVALSONLY AS REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS AND AS INDICATED ON DRAWINGS. ADDITIONALPAYMENT WILL NOT BE MADE FOR REMOVALS OR RESTORATION EXCEEDING CONSTRUCTION REQUIREMENTS ASSHOWN ON DRAWINGS.

4. PROTECT ITEMS DESIGNATED TO REMAIN. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED ITEMS TOCONDITION EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION.

5. PROVIDE SAWCUTS NEAT AND TRUE TO LINE, REMOVING CONCRETE PAVEMENTS TO NEAREST JOINT AND WHEREINDICATED. SAWCUTS REQUIRED FOR REMOVAL ITEMS SHALL BE INCLUDED IN THE UNIT COST FOR THATREMOVAL ITEM. VERIFY EXISTING SITE CONDITIONS PRIOR TO PERFORMING REMOVALS.

6. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF AGGREGATE BASE AND SUBGRADE MATERIALS TO CLEAN SOILSUBGRADE.

7. SAWCUT CLEAN EDGE ALONG ASPHALT TO REMAIN. ALLOW SUFFICIENT DISTANCE FOR PROPER INSTALLATION OFASPHALT PATCHING AS SHOWN ON THE DRAWINGS.

8. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES IN ACCORDANCE WITH REQUIREMENTS OFAUTHORITIES HAVING JURISDICTION UNLESS NOTED OTHERWISE. ACCESS TO ADJACENT PROPERTIES ISPROHIBITED WITHOUT WRITTEN RIGHT OF ENTRY FROM PROPERTY OWNER.

9. GRIND TREE STUMPS TO A MINIMUM DEPTH OF 18" BELOW PROPOSED FINISH GRADES OR AS REQUIRED TOCOMPLETE CONSTRUCTION.

10. ITEMS INDICATED AS 'REMOVAL' SHALL INCLUDE COMPLETE REMOVAL OF ABOVE GRADE ITEMS AND BELOW GRADEAPPURTENANCES INCLUDING FOUNDATIONS, WIRING, CONDUIT, PIPING, ETC. UNLESS NOTED OTHERWISE.'REMOVAL' SHALL INCLUDE PROPER OFF-SITE DISPOSAL MEETING REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION. COMPLETELY BACKFILL BELOW GRADE APPURTENANCES OR UTILITIES REMOVED WITH CLEAN SOILOR ENGINEERED FILL AS SHOWN ON DRAWINGS.

11. WHERE PLANTINGS ARE SHOWN IN EXISTING PAVEMENT AREAS REMOVE PAVEMENT, BASES, AND SUBGRADES TODEPTH REQUIRED FOR PROPER INSTALLATION OF PLANT MATERIAL.

12. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES DURING CONSTRUCTION UNLESS NOTED OTHERWISEIN CONTRACT DOCUMENTS.

13. REFER TO UTILITY DRAWINGS FOR ADDITIONAL UTILITY ADJUSTMENTS, REMOVALS OR ABANDONMENT.

14. CONTRACTOR SHALL MAINTAIN DUST CONTROL WITH FINE MIST WATER AS NEEDED DAILY TO MAINTAINCONSTRUCTION SITE IN DUST FREE CONDITION.

15. PROTECT CATCH BASINS, DRAINS, SEWER INLETS, ETC. FROM DEBRIS AND SEDIMENTATION DURING DEMOLITIONAND CONSTRUCTION. INSTALL GEOTEXTILE FILTER FABRIC BELOW INLET CASTINGS ON OR OFF-SITE THATRECEIVE STORM WATER FROM CONSTRUCTION ACTIVITIES.

16. TREES NOT MARKED FOR REMOVAL ARE TO REMAIN. VERIFY TREES TO BE REMOVED WITH OWNER'SREPRESENTATIVE IN FIELD PRIOR TO COMMENCING CLEARING OPERATIONS.

17. IF DISCREPANCIES ARE DISCOVERED BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING SITE CONDITIONSDURING DEMOLITION AND CONSTRUCTION OPERATIONS CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELYFOR RESOLUTION.

18. ALL TREE DEDICATION PLAQUES TO BE REMOVED AND RETURNED TO OWNER.

SITE CLEARING & DEMOLITION NOTES

1. REMOVE EXIST. ASPHALT

2. REMOVE EXIST. CURB

3. REMOVE EXIST. FENCE

4. REMOVE EXIST. SIDEWALK

5. REMOVE EXIST. CONCRETE

6. REMOVE EXIST. TREE

7. REMOVE EXIST. PLAZAAREA (BRICK WALL, CONC.PAVERS, HANDRAIL ETC...)

8. REMOVE & DISPOSE/ SALVAGE EXIST. BIKE RACKS

9. REMOVE & DISPOSE EXIST. SIGN, RETURN ANY KEYSTONE SPECIALTY BLOCK TO OWNER. CAPELECTRICAL.

10. REMOVE EXIST. STORM PIPES

11. REMOVE EXIST. STRUCTURE AND PIPE UNDER NEW BLDG. ABANDON REMAINING PIPES IN PLACE ORINSTALL TEMPORARY CAP.

12. EXIST. FENCE TO REMAIN

13. EXIST. STRUCTURE TO REMAIN. PROTECT DURING CONSTRUCTION.

14. EXIST. CONC. PLANTERS TO BE REMOVED & RETURNED TO OWNER.

15. REMOVE/ABANDON EXIST. SANITARY SEWER.

16. REMOVE EXIST. SAN STRUCTURE.

17. EXIST. SAN. SERVICE LINE TO BE REPLACED WITH NEW LINE. MATCH EXIST. PIPEAND INVERT AT BUILDING. CONNECT TO NEW SANITARY MAIN.

KEYNOTES & LEGEND

D100

DEMOLITIONPLAN

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123456

A

B

C

D

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123456

A

B

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D

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Project No.

Project Date

Produced

These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyrightof the Architect. They shall be used only with respect tothis Project and are not to be used on any other Project

or Work without prior written permission from theArchitect.

KEY PLAN

A

BC

DE

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7321 SHADELAND STATION, INDIANAPOLIS IN 46256(p) 317.841.4799 (f) 317.841.4790

shrewsusa.com

2017-114.EMS

10.17.2018

Bid Documents

ZB/KB

M.S.D. ofWashingtonTownship

EASTWOODMIDDLE SCHOOL

# Revision Date

10302164No.

1 ADDENDUM #4 11-09-18

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TENNIS COURTS

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DUGOUT

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SAND

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SHRUB ROW

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FRAME BUILDING

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BRICK

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STORM INLET TC=785.28 INV 8" VCP N=782.38 INV 8" VCP S=782.38

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STORM INLET TC=782.46 INV 24" RCP NW=778.04 INV 24" RCP SE=778.04

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10" VCP

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STORM INLET TC=785.25 INV 10" VCP N=782.15 INV 10" PVC NE=782.20 INV 10" VCP S=781.95

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MANHOLE TC=785.50 BOTTOM OF STRUCTURE=782.30 NO PIPES

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SANITARY MANHOLE TC=785.30 INV 8" VCP N=780.15 INV 6" VCP NE=780.50 INV 6" VCP E=780.30 INV 8" VCP S=779.90

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6" VCP

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SANITARY MANHOLE TC=785.98 INV 10" PVC N=779.33 INV 10" PVC E=779.78 INV 10" PVC W=779.53

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SANITARY MANHOLE TC=787.18 INV 8" VCP NW=782.03 INV 10" VCP S=781.58

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SANITARY MANHOLE TC=785.59 INV 8" VCP N=780.89 INV 8" VCP W=780.84

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TRANSFORMER

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TELEPHONE PEDESTALS

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ANTENNA ON CONCRETE PAD (104'± TALL)

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6' WOOD FENCE

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GATE

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EXIST. CONCRETE WALK

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SIGN W/BRICK POSTS "EASTWOOD MIDDLE SCHOOL"

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"CROSSWALK" SIGN

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"STOP" SIGN

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"ONE WAY" SIGN

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SIGN W/BRICK POSTS "EASTWOOD MIDDLE SCHOOL"

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"STOP" SIGN

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"SCHOOL CROSSING" SIGN

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29 SPACES

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29 SPACES

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25 SPACES

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1 HC SPACE

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1 HC SPACE

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12 SPACES

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FRAME SHED

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6' WOOD FENCE AROUND DUMPSTER AREA

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GRAVEL

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PINE TREES

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ROW OF TREES WEST OF LINE

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SCOREBOARD

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POSTS

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12" CMP

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VENTS

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COVERED CONCRETE ENTRANCES W/STEPS

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INV=784.40

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COOLING UNITS

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BRICK LEDGE

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CONC

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STONE WALL

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BIKE RACKS

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DIRT

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6' CHAIN LINK FENCE

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COVERED CONCRETE WALKWAY

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FUEL CAPS

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10' TELEPHONE EASEMENT INSTRUMENT #910016484

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10' TELEPHONE EASEMENT INSTRUMENT #910016484

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10'x10' WATER LINE EASEMENT INSTRUMENT #870083779

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TELEPHONE PEDESTAL (OUTSIDE OF EASEMENT)

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ASPHALT

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GRASS

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WOODED AREA

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10' UTILITY EASEMENT PER PLAT

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GRASS

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GATE

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6' CHAIN LINK FENCE

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10' CHAIN LINK FENCE

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8' CHAIN LINK FENCE

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INV=783.92

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EXIT TO 62ND STREET

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ACCESS

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TBM #1

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Scale: 1" = 40'-0"

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STATE OF

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Legend and Symbols Strip and stockpile onsite 6" of topsoil and furnish, install and compact 6" of #53 stone. Summer of 2020 remove stone and replace topsoil. (Contract No. 1) Fencing around Laydown Area to be 6' chain link with driven posts. (Contract No. 3b) Fencing around building additions to be 6' chain link on stands. Provide stone or sand bags at stands. (Contract No. 12a) 2 - 10' swing gates. Two locations. (Contract No. 3b) Strip and stockpile onsite 6" of topsoil and furnish, install and compact 6" of #53 stone. This is where the permanent drive will be located. Include sidewalk demo and permits. (Contract No. 1) Not shown on this sheet, but required to be in bid is: Additional contractor parking to be added at south end of school property off of Vera Drive. Strip and stockpile onsite 6" of topsoil. Furnish, install, and compact 6" of #53 stone in at 140' x 260' area. Additionally, an 18" culvert pipe 40' long will need to be added for access off of Vera Dr. Drive to access parking area will require 6" topsoil to be stripped and stockpiled onsite. Furnish, install, and compact #53 stone in an 30' x 40' area for drive. Include right of way and/or driveway permit if required. (Contract No. 1) Strip and stockpile onsite 6" of topsoil and furnish, install and compact 6" of #53 stone. Fall of 2019 remove stone and install for final condition. (Contract No. 1)

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S c h m i d t A s s o c i a t e s , I n c .

S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S

E a s t w o o d M i d d l e S c h o o l

A D D E N D U M N O . 5 1

ADDENDUM NO. 5

NOVEMBER 16, 2018 PREPARED BY SCHMIDT ASSOCIATES FOR: EASTWOOD MIDDLE SCHOOL

WASHINGTON TOWNSHIP BOARD TRUSTEES, WASHINGTON TOWNSHIP, M.S.D.

OF

This Addendum consists of 12 Addendum pages and attachment pages totaling 58 pages.

Acknowledge receipt of this Addendum by inserting its number on the Bid Form. Failure to do so may subject the Bid to disqualification. This Addendum is part of the Contract Documents.

Bidder is encouraged to verify with reprographer of record all Addenda issued (do not rely exclusively on third party plan room services).

PART 1 - CHANGES TO PRIOR ADDENDA

1.1 ADDENDUM NO. 2

A. In Item number 2.2, D, 1 change 3.8, A as follows:

PART 2 - CHANGES TO THE PROJECT MANUAL

Modifications described herein shall be incorporated in the Project Manual. All other Work shall remain unchanged.

2.1 DIVISION 07 – THERMAL AND MOISTURE PROTECTION

A. Section 072100 “THERMAL INSULATION”

1. ADD Text to 2.3 A. 1. as follows:

“c. Johns Manville”

“A. Glass type G2 for laminated glazing: ¼” thick clear annealed glass.”


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2.2 DIVISION 08 – OPENINGS

A. Section 084113 – Aluminum-Framed Entrances and Storefronts

1. Delete word “Five” from subparagraph 1.8, A, 2 and replace it with word “Two”.

2. Delete numbers and words “[Five]”, “[20}”, and ,”<Insert number>” from subparagraph1.8, B, 2. Warranty Period shall be 10 years.

2.3 DIVISION 09 – FINISHES

A. Section 092900 “GYPSUM BOARD”

1. ADD subparagraph2.3, D as follows:

“D. Abuse-Resistant Gypsum Board: ASTM C 1396/C 1396M gypsum board, tested according to ASTM C 1629/C 1629M.

1) Manufacturers: Subject to compliance with requirements, provide products by the fol-lowing:

a) CertainTeed Corporation.b) Continental Building Products, LLC.c) Georgia-Pacific Building Products.d) National Gypsum Company.e) USG Corporation.”

2) Core: 5/8”, Type X.3) Surface Abrasion: ASTM C 1629/ C 1620M, meets or exceeds Level 2 require-

ments.4) Indentation: ASTM C 1629/C 1629M, meets or exceeds Level requirements.5) Soft-Body Impact: ASTM C 1629/C 1629M, meets or exceeds Level1 require-

ments.6) Long Edges: Tapered.7) Mold Resistance: ASTM D 3273, score of 10 as rated according to

ASTM D 3274.

B. Section 096468 “REPAIR AND REFINISH WOOD GYM FLOOR”

1. ADD Paragraph 2.1 F. as follows:

“F. Refinished wood floor areas where telescoping stands are to be located must have afloor tolerance under 1/8” in 10ft. ”

2.4 DIVISION 10 – SPECIALTIES

A. Section 102600 “WALL AND DOOR PROTECTION”

1. DELETE AND REPLACE Subparagraph 2.2, A, 1, f. as follows:

“f. Height: Top of door frame.”


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B. NOT USED

C. Section 102800 “TOILET, BATH, & LAUNDRY ACCESSORIES”

1. ADD Text to 2.4. A. as follows:

“3. Saniflow Speedflow Plus 100-120V”

2.5 DIVISION 12 – FURNISHINGS

A. Section 126613 “TELESCOPING STANDS”

1. 2.01 8. ADD Interkal and Kodiak Industries Ltd. as approved manufacturers.

2.6 DIVISION 14 - CONVEYING EQUIPMENT

A. Section 144200 “WHEELCHAIR LIFTS”

1. 2.2. A. 1. c. : ADD Bruno as an accepted manufacturer.

2. DELETE AND REPLACE Text in 2.2 F. 1. a. as follows:

“a. Horsepower: 1 hp”

2.7 DIVISION 21 - FIRE SUPPRESSION DIVISION

A. Section 211313 “WET SPRINKLER SYSTEM”

1. DELETE AND REPLACE Article 2.1-5a in its entirety.

“a. Office Spaces: 130 – 200 sq.ft.”

2.8 DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING(HVAC)

A. Section 238126 “SPLIT-SYSTEM AIR CONITIONERS”

1. ADD A MANUFACTUER LISTED UNDER 2.1.A:

“York”

B. Section 238219 “FAN COIL UNITS”

1. DELETE A MANUFACTUER LISTED UNDER 2.2.A:

“Nailor and Greenheck”


“Diakin”

C. Section 238413 “HUMIDIFIERS”


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“Nortec”

2. DELETE AND REPLACE Text within 2.1.B:

“Water Source: Softened water”

3. DELETE AND REPLACE Text within 2.3.A:

“Microprocessor control panel shall be field-installed on wall and field-piped to thehumidifier grid; compatible for interface to a central HVAC instrumentation and controlssystem. Provide the following features and functions”

2.9 DIVISION 26 – ELECTRICAL

A. Theatrical Requirements “”

1. ADD Document titled “Theatrical Requirements” per the attached document after“Drawing Number 001 – Riser” in PART 3 of this Addendum..

2.10 DIVISION 27 – COMMUNICATIONS

A. Section 27 15 00.23 “AUDIO-VIDEO COMMUNICATIONS HORIZONTAL CABLING”

1. ADD Section 1.1.C.20 “USB Cabling”

2. MODIFY Section 2.6 “HDMI CABLING”ADD 2.6.2. to read as follows “Cable shall be built with Optical Fiber to allow for long

distance connections”MODIFY 2.6.3 to include the following3. Acceptable Manufacturersa. Extronb. Kramerc. Comprehensived. C2Ge. Or Equal

3. ADD Section 2.2.21 “USB Cabling” to read as follows

B. Contractor shall provide and install USB cabling as required.

1. Provide pre-molded cables in lengths as required.2. Shall support USB 2.03. Acceptable Manufacturers

a. Extronb. Kramerc. Comprehensived. C2Ge. Or Equal


S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S



C. Section 27 15 43 “COMMUNICATIONS FACEPLATES AND CONNECTORS”

1. ADD Section 1.1.B.4. “AV Input Locations”

2. ADD Section 2.4 “AV Input Locations”

2.4 AV INPUT LOCATIONS

A. Contractor shall provide AV Input boxes only as shown on the T-Series drawings. Any otherlocations shall be clarified with the Owner before use.

B. The faceplate shall be a one-piece, dual-gang flush-mount style that fits standard NEMAopenings and accommodates low-voltage box eliminators for a flush mount.

C. The faceplate shall have connections for one (1) Optical HDMI, one (1) USB 2.0

D. Color shall be White/Office White unless otherwise noted.

E. Acceptable Manufacturers:1. Extron2. Legrand/C2G3. Or Equal

F. Section 27 15 43 “CLASSROOM AV SYSTEM ”

1. MODIFY Section 2.2 “Matrix Transmitter”

B.3 – Revise to read “Shall have a minimum of one (1) HDMI with stereo audio inputs.”

B.4 – Delete line item

B.11.a – Revise to read “Extron”

2. MODIFY Section 2.3 “Matrix Receiver

B.6.a – Revise to read “Extron”

PART 3 - CHANGES TO THE DRAWINGS

Modifications described herein shall be incorporated in the Drawings. All other Work shall remain un-changed.

3.1 S-SERIES DRAWINGS

A. SHEET SF1A1 – FOUNDATION PLAN – UNIT A


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1. Add the following note No. 19 to the FOUNDATION PLAN NOTES: At all perimeter founda-tions, provide foundation drain per detail 23/S-400.

B. SHEET SF1B1 – FOUNDATION PLAN – UNIT B


C. SHEET SF1C1 – FOUNDATION PLAN – UNIT C


D. SHEET SF1D1 – FOUNDATION PLAN – UNIT D


E. SHEET SF1E1 – FOUNDATION PLAN – UNIT E


F. SHEET SF1F1 – FOUNDATION PLAN – UNIT F


G. SHEET SF1G1 – FOUNDATION PLAN – UNIT G


H. SHEET S-500 – STRUCTURAL GENERAL NOTES

1. Add the following note No. 19 to the STEEL JOIST NOTES: All roof joists in areas where a sus-pended ceiling is shown in the Architectural Drawings shall be designed to support theweight of the ceiling, and to meet the deflection criteria of roofs with suspended ceilings asnoted above.


S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S



3.2 A-SERIES DRAWINGS

A. Drawing Number A-001 ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS and

AF1A1-AF1G1.

1. GENERAL PLAN NOTES

a. Revise note “O” to read as follows:

1) “Refer to Interiors drawings and specifications for corner guards.”

b. Revise note “U” to read as follows:

1) “U. Locate defibrillator cabinets adjacent to fire extinguisher cabinets.”

c. ADD note “V” as follows:

1) “V. Floor flatness immediately under operable panel partitions should not vary more

than .125".”

B. Drawing Number A-002 Wall Types

1. ADD the following WALL TYPE NOTE to the WALL TYPE LEGEND

a. “D. EXTERIOR WALLS: GYPSUM BOARD IN THE EXTERIOR WALL ASSEMBLY

CAN STOP 4" ABOVE CEILING WHERE THERE IS RIDID INSULATION IN THE

WALL CAVITY.

2. DETAIL 1C/ A-002, Delete reference to self-adhering air barrier.

C. Drawing Number A-003

1. DELETE AND REPLACE per attached.

D. Drawing Numbers AD1A1-AD1G1 ARCHITECTURAL DEMOLITION UNIT PLANS

1. DELETE and REPLACE note #11 with the following:

a. “11. REMOVE EXISTING LOCKERS AND ASSOCIATED CONCRETE BASE ANDBULKHEAD/ WALL FRAMING. OWNER’S ABATEMENT CONTRACATOR TO REMOVE EXISTING PLASTER. SEE A-003, TEMPORARY CLASSROOM PLAN WHERE LOCKERS WILL BE REUSED AND THEN REMOVED AFTER TEMPORARY CLASSROOM OCCUPATION OF THE CAFÉTERIA.”

E. Drawing Numbers AF1A1-AF1G1 FLOOR PLAN NOTES

1. DELETE and REPLACE note #7 with the following:

a. “7. 10 22 26 – OPERABLE PANEL PARTITION AND TRACK. 8FT HIGH. “S4iD” WALL toDECK ABOVE. PROVIDE 1 LAMINATED FULL VIEW GLASS PANEL ON THE NORTH AND SOUTH PARTITIONS. “


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2. DELETE text for notes 8 and 10 and REPLACE with the following:

a. 8 and 10: “102226 – OPERABLE PARTITION AND TRACK. MARKER SURFACE ON ALLPANELS. MANUAL. 8 FT HIGH. 3FT X 7FT MAN DOOR IN PARTITION. “S4iD” WALL TO DECK ABOVE.”

F. Drawing Number AF1A1


G. Drawing Number AF1B1


H. Drawing Number AF1D1

1. Room LGI D112, add wall type “S4iD’ ” to the south west boxed area.

I. Drawing Number AF1F1


J. Drawing Number AF1B2


K. Drawing Number AF1C2


L. Drawing Number A-320, A-321, A-322, A-323, A-324


M. Drawing Number A-401


N. Drawing Number A-510

1. Detail 4D is a pocket for the Glass Partition.

a. Add opening for partition track, width as required per manufacturer.

b. Add plastic laminate doors to enclose pocket, by partition manufacturer.

2. Details 4D, 6C, 6B, 6A:

a. Revise to provide (S4iD) insulation around perimeter when operable partitions areclosed.


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O. Drawing Number A-600

1. ADD the following door:

a. “ST3, 3’-0” x 7’-0” WD door in existing frame. Verify dimensions of existing frame.Hardware set 073. (Unit B1, under stair)”

P. Drawing Number A-601, A-602, A-603


3.3 I-SERIES DRAWINGS

A. Drawing Numbers IN1A1-IN1G1 INTERIOR PLAN NOTES

1. DELETE AND REPLACE Note #7 with the following:

“7. 10 26 00 - PROVIDE SURFACE-MOUNTED CORNER GUARD STARTING AT 4” AFF TOTOP OF DOOR FRAME.”

2. DELETE AND REPLACE Note #30 with the following:

“30. CAFETERIA FLOORING ALTERNATE: PROVIDE RESINOUS FLOORING AND BASE (RSF-3/RSFB-3) IN PATTERN MATCHING LVT PATTERN- UP TO THREE (3) COLORS. BASE BID:PROVIDE FLOORING AS INDICATED. REFERENCE FLOOR PATTERN PLANS FORCONFIGURATION.”

B. Drawing Number IN1B1

1. ADD Elevation symbol 1A/200 (OH, opposite hand) at east wall of Resource B112,referencing typical classroom casework elevation.

C. Not used

3.4 M-SERIES DRAWINGS

A. Drawing Number MH1A1

1. DELETE AND REPLACE Drawing in its entirety.

B. Drawing Number MP1A1


C. Drawing Number MP1D1


D. Drawing Number MP1A1



S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S


A D D E N D U M N O . 5 10

E. Drawing Number MH1A1


3.5 P-SERIES DRAWINGS

A. Drawing Number P-001

1. ADD Note Plumbing General Note 11 as follows.

“11. INCOMING FIRE PROTECTION WATER SERVICE AND FIRE DEPARTMENT

CONNCTION MAIN FROM 5'-0" OUTSIDE OF BUILDING TO FLANGED CONNECTION

12" ABOVE FLOOR OR FROM WALL SHALL BE PROVIDED BY DIVISION 22.”

B. Drawing Number FP100, FP101 & FP102

1. DELETE AND REPLACE Note Fire Protection General Notes in its entirety.

“1. REFER TO PHASING PLANS WHERE SELECT AREAS OF SPRINKLER ZONES WILL

REQUIRE EARLY ACTIVATION. SAME ZONES MAY REQUIRE ONE OR MORE DRAIN DOWNS TO CONNECT REMAINING PHASED AREAS WITH REACTIVATION OF

ZONE. DOWNTIME OF ACTIVATED ZONES MUST BE MINIMIZED.

2. SPRINKLER SCHEDULE:ROOMS WITHOUT CEILINGS: UPRIGHT SPRINKLERS ROOMS WITH CEILINGS: CONCEALED TYPE SPRINKLER HEADS WALL MOUNTING: SIDEWALL SPRINKLER HEADS SUBJECT TO FREEZING: DRY PENDANT SPRINKLER HEADS

3. ALL SPRINKLER COVERAGE SHALL COMPLY WITH MINIMUM STANDARDS ASESTABLISHED BY NFPA 13, INCLUDING OFFICE SPACES.

4. EXTENDED COVERAGE SPRINKLER HEADS WILL BE PERMITTED ASESTABLISHED BY NFPA 13.

5. INCOMING FIRE PROTECTION WATER SERVICE AND FIRE DEPARTMENTCONNECTION MAIN FROM 5'-0" OUTSIDE OF BUILDING TO FLANGED

CONNECTION 12" ABOVE FLOOR OR FROM WALL SHALL BE PROVIDED BY DIVISION 22.

6. UNOCCUPIED CRAWLSPACE IS CONSTRUCTED OF NON-COMBUSTIBLEMATERIALS AND WILL NOT REQUIRE SPRINKLER COVERAGE AS DETERMINED

BY CODE CONSULTANT.

7. EXISTING SPRINKLER COVERAGE IN KITCHEN AND CAFE SPACE SHALL BEREWORKED AS NEEDED TO ACCOMMODATE REVISED LAYOUTS, CEILINGS ANDTHE SCOPE OF OTHER DISCIPLINES. A COMPLETE REMOVAL AND

REPLACEMENT IS NOT REQUIRED. ALL SPRINKLER HEADS SHALL BE REPLACED

WITH NEW HEADS.”


S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S


A D D E N D U M N O . 5 11

3.6 E-SERIES DRAWING.

A. General

1. Add theatrical lighting riser drawing (Riser 001), see attached.

2. Add Document “Theatrical Requirements” following Riser 001.

B. Drawing Number ES102

DELETE AND REPLACE Drawing ES102 in its entirety.

C. Drawing Number ED1F1

1. DELETE AND REPLACE Drawing ED1F1 in its entirety.

D. Drawing Number EL1A1

1. DELETE AND REPLACE Drawing EL1A1 in its entirety.

E. Drawing Number EL1B0

1. DELETE AND REPLACE Drawing EL1B0 in its entirety.

F. Drawing Number EL1C0

1. DELETE AND REPLACE Drawing EL1C0 in its entirety.

G. Drawing Number EL1D0

1. DELETE AND REPLACE Drawing EL1D0 in its entirety.

H. Drawing Number EL1E0

1. DELETE AND REPLACE Drawing EL1E0 in its entirety.

I. Drawing Number EP1B1

1. DELETE AND REPLACE Drawing EP1B1 in its entirety.

J. Drawing Number EP1BR

1. MODIFY Drawing EP1BR so that conductor size for disconnect switch DS-RB5 is F70.

K. Drawing Number EP1D1

1. DELETE AND REPLACE Drawing EP1D1 in its entirety.

L. Drawing Number EP1D2

1. DELETE AND REPLACE Drawing EP1D2 in its entirety.

M. Drawing Number EP1DR

1. MODIFY Drawing EP1DR so that conductor size for disconnect switch DS-RD4 is F70.


S A I P r o j e c t 2 0 1 7 - 1 1 4 . E M S


A D D E N D U M N O . 5 12

N. Drawing Number EP1E1

1. DELETE AND REPLACE Drawing EP1E1 in its entirety.

O. Drawing Number E-403

1. DELETE AND REPLACE Drawing E-403 in its entirety.

P. Drawing Number E-604

1. DELETE AND REPLACE Drawing E-604 in its entirety.

Q. Drawing Number E-605

1. MODIFY Schedule Disconnect Switch Schedule so that disconnect DS-RB5 (serving ERU-2) has a 70A fuse.

2. MODIFY Schedule Disconnect Switch Schedule so that disconnect DS-RD4 (serving ERU-1) has a 70A fuse.

R. Drawing Number E-606

1. MODIFY Schedule 2HC1 so that 3 pole breaker at pole 5,7,9 (ERU-2) is 70A.

2. MODIFY Schedule 2HD1 so that 3 pole breaker at pole 5,7,9 (ERU-1) is 70A.

END OF ADDENDUM 5

22' - 11 1/4"23' - 0"

23' - 0"23' - 11 3/8"

10' - 0

"20' - 4 1/8"20' - 1 3/4"

20' - 1 3/4"20' - 4 1/8"

7"

31' - 7 1/8"

31' - 8

"

fire

ris

er

21' - 1" 21' - 5" 21' - 2"

10

' - 1

"2

2' -

0"

23

' - 0

"

S4-C

S4-C

S4-C

S4-C

S4-C

S4-C

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced

These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project

or Work without prior written permission from the Architect.

KEY PLAN

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2017-114.EMS

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Bid Documents

TEMPORARYCLASSROOM PLAN

A-003

CM TE



20

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4401 East 62nd StreetIndianapolis, IN 46220

A-0

03_ T

EM

PO

RA

RY

CLA

SS

RO

OM

PLA

N

1" = 20'-0"1A

TEMPORARY CLASSROOM PLAN NEW

S4-CT

S4-CT

S4-CT

S4-CT

# Revision Date

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

A2

S4-CT

S4-CT IS THE SAME AS S4-C EXCEPT GYPSUM BOARD IS ONLY TAPED AND NOT FINISHED. WALLS ARE TO BE 8' HIGH AND BRACED AS REQUIRED. WALLS ARE TO BE REMOVED PER CONTRACTOR PHASING PRIOR TO NEXT PHASE OF WORK.

DOORS ARE 3' - 0" X 7' - 0" HM WITH KNOCKDOWN HM FRAME. PROVIDE LOCK.

EXISTING LOCKERS TO BE REMOVED AND RELOCATED FROM UNITS C & D AND INSTALLED SECURELY TO WALLS IN THESE LOCATIONS. LOCKERS TO BE ON 2X WOOD BASE WITH BLOCKING PROVIDED.

NOTE: TEMPORARY CONSTRUCTION

1.

2.

3.

A5

AA

AC

AC

AB

AB

ELECTRICAL

A004D

MECHANICAL

A006B

VESTIBULE

A001

A-401

5A

A-401

5B

AP OFFICE

A109

STORAGE

A110

BOOKSTORE/

TREASURER

A107

WORK ROOM

A105

RECEPTION/ WELCOME

CENTER

A101

LARGE CONFERENCE

A102

PRINCIPAL

A104

SM CONFERENCE

A103AP OFFICE

A106

AP OFFICE

A108

SECURITY OFFICE

A111

BAND

E102

PENTHOUSE ACCESS

A004C

STAFF RR

A004B

STAFF RR

A004A

VESTIBULE

A007CORRIDOR

A006

RAMP

R2 CORRIDOR

A002

CORRIDOR

A004

A118B

F 019HM-012A=F3

A114A

F

035

HM

-002=

F2

A113

F 020HM-012A=F3

A118

F

020

HM

-012A

=F

3

A117

20 M

IN

F

038

HM

-002=

F2

A116

F

020

HM

-012A

=F

3

A115

F

020

HM

-012A

=F

3

A112

F

020

HM

-012A

=F

3

A111.2

F

020

HM

-012A

=F

3

A109

F

020

HM

-012A

=F

3

A110

F

035

HM

-012A

=F

3

A003

F

022

HM

-002=

F2

A108

F

020

HM

-012A

=F

3

A107.1

F

020

HM

-012A

=F

3

A106

F

020

HM

-012A

=F

3

A101.1F 041A

HM-012A=F3

A103F 020

HM-012A=F3

A104.1

NV

0

20H

M-0

02=

F2

A104.2

F 020HM-002=F2

A004C

F

046

HM

-002=

F2

A105.1

F

046

HM

-002=

F2

A107. 2

OH

C

096

OH

C

A006A

F 041HM-002=F2

E101.1NV 026

HM-002=F2

A004D.2

90

F 061HM-002=F2

A120

F 018HM-012A=F3

M8-D

M8-D

M8-D

M8-D

A006A

F 041HM-002=F2

THERAPIST

A112

PSYCHOLOGIST

A116

GUIDANCE

A115

WAITING

A119

MDF

A006A

RECORDS VAULT

A117

STORAGE/ LAUNDRY

A118A

CLINIC

OFFICE/TREATMENT

A118B

GUIDANCE

A114

GUIDANCE

A113

CORRIDOR

A005

SOCIAL WORKER

A120

A118

F

020

HM

-012A

=F

3

1A

A-302

A120

F 018HM-012A=F3

A108

F

020

HM

-012A

=F

3

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4-C

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4-D

S4-D

S4iD

S4iD

S4iD

S4iD

S6-D'

S6iD

S6iD

S4iD

S4iD

S4iD

S4iD

A004D

.1F

0

90H

M-0

02=

F2

M8-D

M8-D

M8-D

M8-D

M8-D A001.3

DG 093CW8

A001.2DG 089

CW8

A001.1DG 080

CW8

A004BF 016

HM-002=F2

A004A

F 016HM-002=F2

S4iD

S6iD

S6iD

A-210

2B

6' -

8"

9' - 9" 11' - 4" 10' - 9" 10' - 3" 11' - 4" 13' - 3" 15' - 2" 20' - 8"

16' - 6"

4' - 10"

14' - 10" 14' - 8"

29' - 6"18' - 9"

5' - 3" 13' - 6"

13' - 7"

2' - 8" 8' - 0"

22' - 3" 5' - 6"

F003

G

054

HM

-002=

F2

A006B.1

G 053HM-002=F2

CW8

CW9

S6-D'

3' -

0 1

89/2

56

"

19

' - 4

" +

/-

32

32

33

33

33

34

1

1

1 1

SF1 SF1

A-601

1D

A-601

2D

14

' - 4

5/8

"1

2' -

1 1

/4"

SF7

A-402

3A

M8-D

S4-C'

SF1A006.1

DG 007

SF1A006.2

DG 007

SF1A007.2

DG 081

SF1A007.1

DG 089

C101.2

F

026

HM

-012A

=F

3

A102

DG

0

22H

M-1

23D

=S

F2

A001.6

DG 079SF21

A001.5DG 087

SF21

A001.4

DG 068SF21

M8-D

S6-D'

S6-D

'

S6-D'

S6-D'

S6-D

'

S6-D'

S6-D

'

S6-D'

S6-D

'

S6-D'

S6-D

'

S6-D'

S6-D

'

S4-C'S4-C'

S4-C

'

11

' - 4

1/2

"

S4iD

'S4iD

CLINIC RR

A118D

CLINIC

A118

29' - 2" 30' - 0"

S4iD'

M8-D

S4iD'M

8-D

CLINIC RR

A118C

A114

F 020HM-012A=F3

A118C

F

015

HM

-002=

F2

A118D

F

015

HM

-002=

F2

A111.1

F 0 46H

M-0

12A

=F

3

6

6

A006B

.2

NR

IU

F

049

HM

-002=

F2

CORRIDOR

A003

STORAGE

A114A

1

1

5' - 0"

4 5/8"

5' - 7 3/8"

9' - 1" 3' - 2" 22' - 3"

6' -

10

"

1' -

10

"

A118A

F

035

HM

-002=

F2

14

' - 9

"

2' -

3"

8' -

2"

A119

DG 013HM-123E=SF5

3' - 0 1/4"

6' - 3" 4' - 0 5/8"

4' -

6 5

/8"

1"

7 5

/8"

46

46 46

S4-C

S4-C

4' - 11 1/4"

14

' - 4

"

A-510

3C

S6-D

'

A-510

3B

A-510

1A

A-510

2B

A-510

3A

A-404

1A

A-511

3E

A-510

1B

A1

A2

A7

4D

A-403

A-512

5D

A-511

5B

5' -

0"

29

' - 7

"5

' - 0

"

A-501

1C

5A

A-318

CW9

23' - 4"7' - 4" 6' - 8"

4' - 3" 1' - 7"1' - 6"

4' - 2"

12

' - 0

"

2

2

2

S6-D

'S

4iD

'

ES6B

ES

6B

ES

6B

ES

6B

ES

6B

1' -

5 5

/8"

S6iD

S6iD

14

' - 6

1/2

"

51

SF19

SF20

1B

A-404

15' - 8 1/4"

4 3

/4"

SEE ENLARGED CANOPY PLAN

4"

S4-C'

S4-D'

2' -

0"

7' - 2" S4-C'

8' - 2"

12' - 6"

2' - 5 3/4"

2' -

3 1

/4"

5' -

7 3

/4"

4"

4"

7' - 9"

52

52

DISPLAY CASE

A006C

1"

4 5/8"

1' - 1"

4 5

/8"

4 5/8"6"

2' -

3"

6"

6' - 3"

9 5

/8"

5A

A-33129

16' - 0"

39

' - 7

"

10' - 6"

53

32

' - 1

0 5

/8"

SIM.

6' - 0"

6' - 8"7' - 8"

7' -

8"

16

' - 0

"

16' - 6 1/2"

2' - 8"

19' - 0 1/2"26' - 4 3/4"

2' - 4 3/4"

12' - 0" 16' - 5 3/8"

23' - 9 1/4" 3' - 4" 21' - 3"

10' - 8"

4 5/8"

5' -

7 7

/8"

4 5

/8"

3' - 2 3/8"

12

' - 2

"1

2' -

2"

6

5' -

7 3

/8"

1' -

9 1

/4"

10' - 3 1/2"

54

55

55

HEALTH

E101

1

2

16

17

18

S4-C'S4-C'

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

S4iD

D1

6A

A-317

A-513

4A

SF2

SF3

SF4

SF5

SF21

A6 A6

A3 A3

A8A8

1C

A-302

8 3/4"

11"

1' -

2"

8 3/4"

8 5/8"

A101.3

DG

2' - 2"

3' -

1 3

/8"

3A

A-318

A2

54

16

' - 0

" +

/-

A4

A5

A. All dimensions shown are to face of stud or masonry, unless noted otherwise. Dimensions designated as "CLR or "clear" indicate a clear dimension from face of finish to face of finish. Dimensions of exterior walls are to outside edge of foundation.

B. Dimensions for all openings for Mechanical, Plumbing, Fire Protection and Electrical shall be fire stopped at each floor penetration.

C. Provide bracing and blocking as required in walls supporting casework, tackboards, markerboards, and restroom accessories as well as owner provided paper towel holders @ each sink.

D. All door frames are located 4" from adjacent wall, unless noted otherwise.

E. All exposed outside corners of CMU shall be bullnosed.

F. Seal all joints between dissimilar materials.

G. All gypsum wallboard is 5/8" Type "X", unless noted otherwise. Gypsum board is Abuse Resistant Type X Gypsum Board in Corridor TO 6 foot high. Abuse Resistant Gypsum board to 4 foot high in Sensory Room.

H. Where new floors meet existing floors, a smooth, straight, and flush transition shall be constructed. Verify in field existing floor elevations and conditions where a new floor shall be constructed adjacent. Trim and patch existing floor as required to achieve desired transition.

I. All exterior windows are Type "CW11", unless noted otherwise.

J. All interior walls are Type "M8-D", unless noted otherwise.

K. Base elevation is 0'-0" = 786.28' (United States Geological Survey data).

L. Hatching within walls shown in plans and sections indicates new construction.

M. All existing exterior doors are to be replaced with new exterior doors. All exterior doors will be tied to security and have door position switch monitors. Provide all necessary power, data and hardware.

N. See plans for locations of door actuators/ accessible entry systems. Provide all power, data, and hardware required for the system to operate the doors.

O. Refer to Interiors drawings and specifications for corner guards.

P. All exterior hollow metal doors and frames to recieve 099600.99 High Performance Coating, color as directed.

Q. Provide locker fillers to enclose locker banks to adjacent walls. Locate accessible lockers per owner/architect direction.

R. Where exposed columns are w/in 6" of an adjacent wall, provide "L" shape steel closure plate to span distance. Provide high performance coatings to match column.

S. Columns in Kitchen are to be wrapped w/ stainless steel per 114000.

T. All exposed structure is to recieve 099600.00 High Performance Coating, color as directed.

U. Locate difibrillator cabinets adjacent to fire extinguisher cabinets.

V. Floor flatness immediately under operable panel partitions should not vary more than .125".

General Plan Notes

A5

A5

B226.1F 032

HM-002=F2

B226.2F 032

HM-002=F2

B226.3F 033

HM-002=F2

25

' - 0

7/8

"

B226.5

F

031

HM

-001=

F2

B226.4

F

031

HM

-001=

F2

52

R2

R1

E1E1

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

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FIRST FLOOR

SECOND FLOOR

11

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2017-114.EMS

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Bid Documents

FIRST FLOOR PLAN - UNITA

AF1A1

CM TE



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AF

1A

1_ F

IRS

T F

LO

OR

PLA

N -

UN

IT A

1/8" = 1'-0"1A

FIRST FLOOR UNIT PLANS - UNIT A

1" = 10'-0"4D

PENTHOUSE PLAN

FLOOR PLAN NOTES# Note

26 04 20 00 - SPECIAL SHAPE BRICK, INSIDE OR OUTSIDE CORNER.

27 11 61 43 - PLATFORM CURTAINS & TRACKS. SEE ENLARGED PLANS

28 14 42 00 - WHEELCHAIR LIFT

29 05 52 13 - NEW HAND RAIL/GUARDRAIL AT EXISTING RAMP OR STAIR. SEEENLARGED PLANS.

30 07 95 00 - FLOOR TO WALL EXPANSION COVER

32 PANIC BUTTON ON MILLWORK. SEE TECHNOLOGY DRAWINGS.

33 08 71 00 - LOCK/UNLOCK SWITCH FROM RECEPTION DESK FOR 3 DOORS.

34 INTERCOM - TALK/VIDEO. SEE TECHNOLOGY DRAWINGS

35 08 83 00 - WALL MOUNTED MIRRORS -36"X72"

36 10 51 13 - CORRIDOR LOCKERS. (1,100) MINIMUM) 15X15X36 DOUBLESTACKED TO 6FT, SLOPE TOP. 350 MIN EACH POD.

37 PLYWOOD PANELS - SEE TECHNOLOGY DRAWINGS

38 DECORATIVE GRILLE w/ BLACK FABRIC ADHERED TO BACK SURFACE.SECURE TO GRILL TO PREVENT OBJECT PENETRATION IN CAVITY. REFERTO MECHANICAL DRAWINGS.

39 ALIGN NEW WALL W/ EXISTING

40 PATCH AND REPAIR EXISTING WALL ABOVE LOCKERS AFTERINSTALLATION OF NEW LOCKERS.

41 144200 - NEW CHAIR LIFT

42 087100 ROUGN-IN FOR DOOR ACCESS CONTROL LOCATION. COORDINATEWITH T and E SERIES DRAWINGS.

43 09 64 66 - REMOVE AND REPLACE DAMAGED WOOD FLOOR. RETAINEXISTING STEEL SPLINE. MATCH EXISTING WOOD FLOOR IN SPECIES,THICKNESS, SIZE AND FINISH. DRILL HOLE IN WOOD, ANCHOR TO FLOOR,PLUG HOLE W/ SAME SPECIES.

44 EXISTING FLOOR DUCT TO REMAIN

45 PIN BACK ROW (S) OF BLEACHERS TO PROVIDE DOOR CLEARANCE,PROVIDE RAIL. MAINTAIN EGRESS PATH. V.I.F.

46 PROVIDE IN WALL BLOCKING FOR OWNER PROVIDED/CONTRACTORINSTALLED EQUIPMENT.

49 116623 - ATHLETIC WALL PADS, 6FT HIGH, AROUND PERIMETER OF ROOM.CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUND EQUIPMENTAND DEVICES.

50 EXISTING LOCKERS TO REMAIN

51 10 21 23 - CUBICLE CURTAINS AND TRACK

52 099600 - HIGH PERFORMANCE COATING ON EXISTING PENTHOUSEEXTERIOR AND LOUVERS. COLOR AS DIRECTED BY ARCHITECT.

52 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.

53 084413 - WRAP COLUMN IN BREAK METAL TO MATCH ADJACENT CURTAINWALL.


55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTING ASBESTOSCONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEE ASBESTOSASSESSMENT.


1 087100 DOOR ACTUATOR LOCATION. COORDINATE WITH E and T SERIESDRAWINGS

2 087100 DOOR ACCESS CONTROL LOCATION. COORDINATE WITH T and ESERIES DRAWINGS.

3 03 30 00 - INFILL EXISTING SLAB WITH TOPPING MATERIAL TO LEVELAFTER REMOVAL OF EXISTING QUARRY TILE AND THICK-SET BED. PREPFOR NEW FLOOR FINISH.

4 CHROMA KEY GREEN PAINT, LENGTH OF EAST WALL ONLY.

5 FUME HOOD. AIR MASTER SYSTEMS ELIMINATOR 100 SERIES: AIRFOILFUME HOOD w/ PLASTIC LAMINATE (MATCH OTHER CASEWORK IN ROOM)ADA BASE CAB, EPOXY TOP, CUP SINK. STANDARD LIGHT SWITCH,BLOWER SWITCH, GAS AND POWER ON FACE OF UNIT. STAINLESS STEELSASH. CEILING ENCLOSURE. FINISHED BACK.

6 07 71 00 - ACOUSTIC JOINT SEALANT AROUND ENTIRE PERIMETER OFROOM. SEAL WALLS TIGHT TO DECK AND FLOOR.

7 10 22 26 – OPERABLE PANEL PARTITION AND TRACK. 8FT HIGH. “S4iD”WALL to DECK ABOVE. PROVIDE 1 LAMINATED GLASS PANEL ON THENORTH AND SOUTH PARTITIONS.

8 10 22 26 - 102226 – OPERABLE PARTITION AND TRACK. MARKER SURFACEON ALL PANELS. MANUAL. 8 FT HIGH. 3FT X 7FT MAN DOOR IN PARTITION.“S4iD” WALL TO DECK ABOVE

9 10 22 26 - GLASS OPERABLE PARTITION AND TRACK., 8FT HIGH. S4iD WALLTO DECK ABOVE.

10 102226 – OPERABLE PARTITION AND TRACK. MARKER SURFACE ON ALLPANELS. MANUAL. 8 FT HIGH. 3FT X 7FT MAN DOOR IN PARTITION. “S4iD”WALL TO DECK ABOVE

11 SEAL EXISTING EXTERIOR WALL AT EXISTING ROOF DECK ENTIREPERIMETER OF GYM BY FILLING DECK FLUTES AND GAPS AT TOP OF WALLW/ INSULATION AND BLOCKING AS REQUIRED.

12 10 51 13 - PE LOCKERS. (350) MINIMUM) 12"X12"X12" - TO 6FT, SLOPE TOP -ALTERNATE BID. SEE A-101.

16 11 53 13 LABORTORY FUME HOOD. PROVIDE CLOSURE PANEL FROMHOOD TO ROOF MATCHING HOOD MATERIAL.

18 REWORK EXISTING DISH RETURN CONVEYOR BELT PER FOOD SERVICEDRAWINGS. PATCH EXISTING WALL TO MATCH SURROUNDING EXISTINGSURFACES. TOOTH-IN CMU.

19 09 64 66 - REFINISH EXISTING ATHLETIC WOOD FLOOR. PROVIDE NEWCOURT AND LINE MARKINGS TO COORDINATE WITH EXISTING GOALS ANDVOLLEYBALL INSERTS. REMOVE AND REINSTALL DAMAGED WOOD.COORDINATE WITH NEW BLEACHER LAYOUT.

20 12 66 00 - MOTORIZED TELESCOPING BLEACHER SYSTEM. 2- STOPS, FULLEXPANSE EXTENDS OUT OVER COURT. PARTIAL OPENING IS BEHINDCOURT LINES. VERIFY EXISTING FLOORING CONDITIONS FORSTRUCTURAL SUPPORT OF NEW BLEACHERS. VERIFY EXISTINGDIMENSIONS, ADJACENT OBJECTS AND OBSTRUCTIONS. SUPPLEMENTUNDERFLOOR STRUCTURE AS REQUIRED.

21 12 66 00 - MOTORIZED TELESCOPING BLEACHER SYSTEM w/ 26" ROWSPACING. (CAFE)

22 07 95 00 - FLOOR TO FLOOR EXPANSION COVER

23 PROVIDE ACOUSTICAL WALL PANELS. SEE ELEVATIONS ON SHEET __

# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2

AA AB

BC BD BE BG BQBN BR BT BU

BU

BS

TR

B005A

INDIVIDUALS &

SOCIETIES

B109

RESOURCE

B112LGI

B113

MATH

B106

NEW LOCKERS FOR 1050 STUDENTS

A-401

2ASim

LANGUAGE

ACQUISITION

C106

READING

B101

CORRIDOR

B006ISS

B102

INDIVIDUALS &

SOCIETIES

B103

INTERVENTION

B107

4A

A-302

2' - 8" 6' - 4"

0' - 8"

MENS RR

B004B

WOMENS RR

B004A

STAFF THINK TANK

B112A

POD WK RM

B112C

STAFF FOCUS

B112B

ELEC.

B002A

MECH CHASE

B002B

MATH

B105

LAL

B108

SCIENCE

B110

SCIENCE

B111

SCIENCE STORAGE

B111A

ELECTRICAL

B111B

C106

F

026

HM

-012A

=F

3

B111.1

NR

IU

F

094

HM

-012A

=F

3

B111.2

NR

IU

F

094

HM

-012A

=F

3

B111B

F

044

HM

-002=

F2

B111A.1F 039

HM-002=F2B111A.2F 039

HM-002=F2

B110.2

NR

IU

F

094

HM

-012A

=F

3

B110.1

NR

IU

F

094

HM

-012A

=F

3

B109

F

026

HM

-012A

=F

3

B108

F

026

HM

-012A

=F

3

B107F 026

HM-012A=F3

B105F 071

HM-012A=F3

B106F 071

HM-012A=F3

B113.2F 026

HM-002=F2

B113.1F 026

HM-002=F2

B004CF 044

HM-002=F2

B113C

F

046

HM

-002=

F2

B002A

F

051

HM

-002=

F2

B002B

F

051

HM

-002=

F2

B101

F

026

HM

-012A

=F

3

B102.1

F

026

HM

-012A

=F

3

B103

F

026

HM

-012A

=F

3

B104

F

026

HM

-012A

=F

3

RAMP

R1

CORRIDOR

B003

CORRIDOR

B002

STORAGE

B001A

ELEV

C000

CORRIDOR

B004

EAST STAIR

ST3

STORAGE

ST3A

1B

A-302

S4iD

S4iD

S4iD

S4-D

S4iD

S4-D

87' - 4" 61' - 0"

B112C

.2F

0

26H

M-0

02=

F2

B001A

F

046

HM

-002=

F2

S4-C

S4-C'

S6iD

S6iD

S6iD

S6-D

S4-D

S4-C'

S4iD'

S4-C

'S

4-C

'

S4iD

S4-D'S4-D'

S6-D S6iD

S4iD

S6iD

S4iD

S4iD

1' - 6" 1' - 0" 6' - 9" 1' - 0" 6' - 8" 1' - 0" 6' - 4" 1' - 0" 14' - 0" 1' - 0" 14' - 0" 1' - 0" 6' - 2" 1' - 0" 6' - 10" 1' - 0" 14' - 0" 1' - 0" 6' - 3" 1' - 0" 6' - 8" 1' - 0" 14' - 2" 1' - 0" 6' - 6" 1' - 0" 6' - 2" 1' - 0 9/16" +/-

7' - 11"

22' - 4" 1' - 1" 6' - 3" 3' - 4 3/8"3' - 5 1/4"3' - 5 3/8" 6' - 0" 1' - 1" 23' - 1" 1' - 0" 29' - 6" 1' - 1" 6' - 7" 6' - 3" 1' - 1" 22' - 4"

4' - 0"

37' - 7" 10' - 3" 68' - 4" 29' - 8"

1' - 6"

6' -

0"

4' -

9 9

/16

"9

' - 0

"4

' - 4

"5

' -

11

"

SF23

SF22

CW5

CW6CW7

29

S4-C

S4-C'S4-C'

S4iD

S4-C

'

S4-C

'

S4-C

S4-C'S4-C'

S4iD

S4-C

S4-C' S4-C'

S4-C

'

S4iD

37

A-402

3DS4-C

'

S4-C

S4-C

S4-C

'S

4-C

'

S4iD

S4-C'

9' - 0" 7' - 4" 2' - 0" 7' - 4" 2' - 0" 7' - 4" 17' - 4" 7' - 4" 2' - 0" 7' - 4" 2' - 0" 7' - 4" 9' - 0"

ST

3F

HM

-002=

F2

ES6M

ES

6M

27' - 0"

26' - 7" 18' - 1" 10' - 8" 27' - 0" 1' - 10" 9' - 6 13/16" 3' - 11 3/16" 26' - 9" 5' - 10"

10' - 1" 26' - 7" 13' - 11" 6' - 9" 1' - 2" 6' - 11" 10' - 8" 18' - 2"

3' -

3"

5"

5' -

6"

9"

13

' - 2

"7

' - 0

"

5' -

11

1/2

"1

6' -

4 1

/2"

7' -

3"

6' -

0"

5' -

0"

4' - 0 3/16"

2' - 6" 1' - 6 1/8"

6' - 2"

30' - 0" 29' - 7 1/4"

B112C

.1F

0

39H

M-0

02=

F2

B005A

F

020

HM

-002=

F2

B002D

F

017

HM

-002=

F2

B002C

F

017

HM

-002=

F2

B112B

F

039

HM

-002=

F2

B112A

F

019

HM

-002=

F2

RR

B002D

RR

B002C

13' - 6"

S4-C'

B002

F

083

HM

-002=

F2

B112

F

026

HM

-012A

=F

3

2

LAL

B104

S4-C

'

S4-C'S4-C'

S4-C'

CORRIDOR

B001

CORRIDOR

B005

CUSTODIAL

B004CLO

CK

ER

TY

PE

:A

LOCKER TYPE:A LOCKER TYPE:A LOCKER TYPE:A LOCKER TYPE:A LOCKER TYPE:A LOCKER TYPE:A LOCKER TYPE:ALOCKER TYPE:A

LOCKER TYPE:ALOCKER TYPE:ALOCKER TYPE:ALOCKER TYPE:A

5 5 10 5 10 4 114

17171817

22

6' - 4" 9' - 8"

1D

A-30246

46

4646

46

46

46

9

10

7

A-510

3B

A-510

2BA-510

1B

A-510

3E

A-510

3D

BJ BL

B1 B1

B5

BF

B6 B6

B2 B2

C1

BPBMBK

A1

B4

A-510

1C

A-510

2A

A-510

1E

A-510

2E

A-510

4D

A-510

6B

A-510

6C

A-510

6A

A-513

3C

S4-D

'

S4iC

'

S4-D

S4-C'

S4-C'

S4-C

'

S4-D'

S4-D

S4-C

'

1A

A-315

A-512

4D

A-510

4AA-512

6C

14

' - 0

"

B102.2NV 025

HM-002=F2

5A

A-318

ES

6M

S4iD

S4-C

'

S4-C

A-431

1E

ES

6B

ES

6B

S4-D'

SIM.

46

S4-D

S4-C'

S4-C'

3' -

2"

3' -

2"

1' -

4 1

/2"

5A

A-311

16' - 0" 14' - 6" 33' - 5"

A-512

5CSim

A-512

5CSim

S4-C

'

S4-C

S4iD

S4-C

24

S4-D

S4iD

S4-D

S6-DS4-D

S4-C'

S4-D

S4-C

'

S4-C

'

S4-C

'

S4-C

'S4-CS4-CA-512

2E

S4-C'

BB

A-512

4E

2A

A-318

SF26 SF26 SF26 SF26 SF26 SF26

SF26 SF26 SF26 SF26

C2C2

5' - 4" 7' - 4" 6' - 0" 7' - 4" 9' - 0" 7' - 4" 6' - 0" 7' - 4" 5' - 4"

A2

35

' - 4

"5

' - 5

"

A2

A2

11

' - 6

"

A2

17' - 4" 16' - 8"

34' - 0"

A2

A2

A2A2 A2

A2

A-513

3D

A2

A-513

4C

B3B3

A4

A5

A5























General Plan Notes

A5

A5

C021

90

F

048

HM

-002=

F2

Fire

Barrier - 2

Hour

EXISTINGELEVATOR SHAFT

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BCD

EF

A

G

BCD

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

4:3

3:1

5 P

M

C:\

_R

evitL

oca

l\2

017

-11

4.E

MS

_B

ldg

00

1_A

_2

01

8\2

017

-11

4.E

MS

_B

ldg

00

1_

A_

20

18

_te

arl.r

vt

2017-114.EMS

10.21.18

Bid Documents

FIRST FLOOR PLAN - UNITB

AF1B1

CM TE



20

17-1

14

.EM

S_

M.S

.D.

of

Wash

ing

ton

Tow

nsh

ip_E

AS

TW

OO

D M

IDD

LE

SC

HO

OL_B

id D

ocu

men

ts


AF

1B

1_

FIR

ST

FL

OO

R P

LA

N -

UN

IT B

1/8" = 1'-0"1A

FIRST FLOOR UNIT PLANS - UNIT B




3 03 30 00 - INFILL EXISTING SLAB WITH TOPPING MATERIAL TO LEVELAFTER REMOVAL OF EXISTING QUARRY TILE AND THICK-SET BED.PREP FOR NEW FLOOR FINISH.


5 FUME HOOD. AIR MASTER SYSTEMS ELIMINATOR 100 SERIES: AIRFOILFUME HOOD w/ PLASTIC LAMINATE (MATCH OTHER CASEWORK INROOM) ADA BASE CAB, EPOXY TOP, CUP SINK. STANDARD LIGHTSWITCH, BLOWER SWITCH, GAS AND POWER ON FACE OF UNIT.STAINLESS STEEL SASH. CEILING ENCLOSURE. FINISHED BACK.



8 10 22 26 - 102226 – OPERABLE PARTITION AND TRACK. MARKERSURFACE ON ALL PANELS. MANUAL. 8 FT HIGH. 3FT X 7FT MAN DOOR INPARTITION. “S4iD” WALL TO DECK ABOVE

9 10 22 26 - GLASS OPERABLE PARTITION AND TRACK., 8FT HIGH. S4iDWALL TO DECK ABOVE.


11 SEAL EXISTING EXTERIOR WALL AT EXISTING ROOF DECK ENTIREPERIMETER OF GYM BY FILLING DECK FLUTES AND GAPS AT TOP OFWALL W/ INSULATION AND BLOCKING AS REQUIRED.

12 10 51 13 - PE LOCKERS. (350) MINIMUM) 12"X12"X12" - TO 6FT, SLOPE TOP- ALTERNATE BID. SEE A-101.



19 09 64 66 - REFINISH EXISTING ATHLETIC WOOD FLOOR. PROVIDE NEWCOURT AND LINE MARKINGS TO COORDINATE WITH EXISTING GOALSAND VOLLEYBALL INSERTS. REMOVE AND REINSTALL DAMAGED WOOD.COORDINATE WITH NEW BLEACHER LAYOUT.

20 12 66 00 - MOTORIZED TELESCOPING BLEACHER SYSTEM. 2- STOPS,FULL EXPANSE EXTENDS OUT OVER COURT. PARTIAL OPENING ISBEHIND COURT LINES. VERIFY EXISTING FLOORING CONDITIONS FORSTRUCTURAL SUPPORT OF NEW BLEACHERS. VERIFY EXISTINGDIMENSIONS, ADJACENT OBJECTS AND OBSTRUCTIONS. SUPPLEMENTUNDERFLOOR STRUCTURE AS REQUIRED.







29 05 52 13 - NEW HAND RAIL/GUARDRAIL AT EXISTING RAMP OR STAIR.SEE ENLARGED PLANS.



33 08 71 00 - LOCK/UNLOCK SWITCH FROM RECEPTION DESK FOR 3DOORS.





38 DECORATIVE GRILLE w/ BLACK FABRIC ADHERED TO BACK SURFACE.SECURE TO GRILL TO PREVENT OBJECT PENETRATION IN CAVITY.REFER TO MECHANICAL DRAWINGS.




42 087100 ROUGN-IN FOR DOOR ACCESS CONTROL LOCATION.COORDINATE WITH T and E SERIES DRAWINGS.

43 09 64 66 - REMOVE AND REPLACE DAMAGED WOOD FLOOR. RETAINEXISTING STEEL SPLINE. MATCH EXISTING WOOD FLOOR IN SPECIES,THICKNESS, SIZE AND FINISH. DRILL HOLE IN WOOD, ANCHOR TOFLOOR, PLUG HOLE W/ SAME SPECIES.




49 116623 - ATHLETIC WALL PADS, 6FT HIGH, AROUND PERIMETER OFROOM. CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUNDEQUIPMENT AND DEVICES.





53 084413 - WRAP COLUMN IN BREAK METAL TO MATCH ADJACENTCURTAIN WALL.


55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTINGASBESTOS CONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEEASBESTOS ASSESSMENT.

1/4" = 1'-0"2D

CRAWL SPACE - ELEVATOR EQUIPMENT ROOM

# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2

A5

LOCKER

G101A

MECHANICAL

A006B

A-401

2B

ELECTRICAL

F003A

DISHWASHING

F102A

Dry Storage

F102C

Kitchen Office

F102B

CUSTODIAL ROOM

F003D

WOMENS RR

F003CMEN RR

F003B

KITCHEN

F102

A-2014B

A-201

3C

1D

A-304

1C

A-304

1A

A-304

1C

A-303

A-2122D

F004

.2F

0

73H

M-0

02=

F2

F004

.1N

V

084

HM

-002=

F2

F004A

F 044HM-002=F2

F103C.2

F 047HM-002=F2

F103C.1

F 052H

M-0

02=

F2

PLATFORM

F104

CAFE STORAGE

F103C

CAFETERIA

F103

AUDIO VISUAL

F103B

PLATFORM ACCESS

F004

STORAGE

F004A

VESTIBULE

F001

SERVING

F101

CORRIDOR

F003

FREEZER

F102E

WOMENS RR

F002A

OFFICE

G101B

STORAGE

G102C

TR

F104A

F003

AF

0

44H

M-0

02=

F2

F003

AF

0

44H

M-0

02=

F2

F004

.1N

V

084

HM

-002=

F2

F004A

F 044HM-002=F2

F103C.1

F 052H

M-0

02=

F2

1D

A-303

3' - 8"1' - 3 11/16"

4' - 7 7/8" 7' - 0 1/8" 7' - 6 1/8" 4' - 8 1/2"2' - 0 1/16"3' - 7 5/8" 7' - 0"

1' -

4 3

/8"

F004.4

F 005HM-002=F2

F104A

F 044HM-002=F2

F103B

F 044HM-002=F2

1B

A-305

M8-D

M8-C

A-212

1A

A-212

5A

27' - 0 3/4"

32' - 0"

32' - 0"

8

3

18

19

23

27

1

3

3

3

3

3

21

26

M8-DM8-D

F003

G

054

HM

-002=

F2

A006B.1G 053

HM-002=F2

A006.3NV 046

HM-002=F2

10' - 0"

13

' - 2

"

A-401

6A

CW11

S6-D

RAMP

1

1

38

CW13

M8-D

M8-D

M6-D

M8-D

M8-D

M8-D

M8-D

M8-D

S6-D

M8-C

M8-C

M8-C M8-C

M8-C

M8-D

M8-D

ES6B

ES6B

ES

6B

A-402

3C

5' - 0

"2' - 4

"7' - 0

"

1B

A-304

M8-C M8-C

ES

6B

N

ES

6B

N

ES

6B

N

ES

6B

N

ES

6B

N

ES6BN

ES6B

ES6B

ES6BN

9' -

4"

8' -

6 3

/4"

G10

1.2

DG

0

67H

M-0

02=

F2

G10

1.3

DG

0

66H

M-0

02=

F2

F002CF 017

HM-002=F2

F002DF 017

HM-002=F2

F002.5

DG 006CW12

F002.7

DG 007CW12

F002.6

DG 008CW12

F001.2

DG 089CW12

F001.3

DG 093CW12

F001.1

DG 080CW12

F002B.1

F 044HM-002=F2

F002B

F 002HM-002=F2

F002.1F 046

HM-002=F2

F002

AF

0

02H

M-0

02=

F2

F103.5DG 064

HM-002=F2

F103.4DG 063

HM-002=F2

F102

.1N

V

009

HM

-002=

F2

F102

.3N

V

010

HM

-002=

F2

F102

.2N

V

009

HM

-002=

F2

M6-C

M6-C

ES

6B

N

9' -

0"

63' - 4"

5' - 0"

29' - 0"

12' - 0"

27' - 3"

7' - 5

"

F104

OH

096O

H

1' - 6"

3' - 0 1/2" 1' - 10"21' - 3"

9' - 10" 22' - 4" 12' - 9 3/8"

CORRIDOR

F002

99' - 4"

2' -

10

"2

2' -

0"

3' -

10

"

F101

.1F

0

24H

M-0

02=

F2

F101

.2F

0

24H

M-0

02=

F2

F102A.1NV 009

HM-002=F2

DISPLAY CASE

D060

DISPLAY CASE

D056

DISPLAY CASE

D063

9' - 4" 2' - 2" 9' - 4" 2' - 2" 9' - 4"

F103.2DG 066

HM-002=F2

F002 -

MENS RR

F002B

4' - 8 7/8"

4' - 0

"

F103.3

F 090AHM-002=F2

F103.1

F 090AHM-002=F2

RR

F002C

RR

F002D

DISPLAY CASE

D066

DISPLAY CASE

D067

DISPLAY CASE

D064

DISPLAY CASE

D065

STORAGE

F103A

A00

6B.2

NR

IU

F

049

HM

-002=

F2

ES

8B

ES8B

ES

8B

ES8B

ES

8B

ES8B

2

COOLER

F102F

S6-C'

S4-C'

S6-D

S6-D

S6-D

S6-D

S6-D

S6-D

S6-D

S6-D

S6-D

A-405

1A

D11

3IN

V

020

HM

-002=

F2

D11

3KF

0

41H

M-0

02=

F2

F003DF 020

HM-002=F2

F003

BF

0

02H

M-0

01=

F2

F102

NV

0

28H

M-0

02=

F2

F102.4

#HR

NVHM-002=F2

F003

CF

0

02H

M-0

01=

F2

M8-D 18' - 8"

F102

A.2

OH

C

096

OH

C

3

3

3

M6-C5' -

3 1

/4"

1' - 4"

M6-C

M6-C

M6-C

9' -

3 1

/2"

A-401

6D

5' -

9 1

/2"

+/-

16

' - 0

"

7' - 2 3/4"

58' - 10 1/2"

12' - 7 5/8"

M6-C

4' -

0"

1' - 4"

4' -

8 9

/16

"

5' - 0"11' - 4"22' - 0"9' - 4"

5' - 0

"

6' - 0"

25' - 0

"

5' - 0

"

6' - 0"

24' - 0"

2' -

0"

G101DG 067

HM-002=F2 V.I.F

.

4' -

6"

+/-

4' - 6"

4' -

6"

43

14' - 2

"

14' - 2

"

15' - 1

0"

30' - 0"

30' - 0"

S4-C'

S4-C

'

6' - 4"

10' - 0"5' - 0"

80.0

0°

2' - 5"

7' - 0" LAUNDRY

F102D

F102

DF

0

11H

M-0

02=

F2

FK

F8

F12

F2

FA

FA

F1

F1

F14

FH

F5

FC

FD

FD

FE

F13

F17

FL

FG

F3

F10

F7

FJ

FJ

F15

F16

F18

FB

FB

FF

FF

F4

FM FN

A-511

2E

M8-C

M8-C

M8-C

M8-C

S6-D

S6-D

3' - 4

"

3' - 4

"

21' - 8

"

3' - 4

"7' - 4

"3' - 4

"

5' - 0

"

6' - 4

"

32' - 4

"

S6-D

M8-D

M8-D

M8-C

M8-D

M8-D

M6-DM6-DF1

03A

F

043

HM

-002=

F2

7' - 4

"25' - 8

"

6' - 4

"

4' - 8

"

43' - 0

"

43' - 8

"

6' - 0"

CORRIDOR

F001.1

1' - 4 3/16"

1' -

0"

28' - 0"

A-511

5D

A-511

6D

A-512

2C

A-512

1EA-512

4A

A-512

6A

A-512

5A

A-512

4C

A-512

5B

A-512

2D

34

55

11

12

13

14

15

16

17

M6-C

M6-C

M6-C

11

7' - 0

"

D2 D2 D2

D3D

3

D3

7' - 0

"

D4

F19

F19

F11

F9

F6

M6-C

M4-C

M6-C

M6-C

M6-CM6-C

M6-C

M8-D

CW11

CW12

CW12

A-501

1

100.00°

A2

A2

1' -

2"

5' - 4"

54

A5

17' - 4" +/-

M4-C

M4-C

2' - 0"























General Plan Notes

A5

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BCD

EF

A

G

BCD

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

4:3

3:4

4 P

M

C:\

_R

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oca

l\2

017

-11

4.E

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00

1_A

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2017-114.EMS

10.21.18

Bid Documents

FIRST FLOOR PLAN - UNITF

AF1F1

CM TE



20

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M.S

.D.

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AF

1F

1_ F

IRS

T F

LO

OR

PLA

N -

UN

IT F

1/8" = 1'-0"1A

FIRST FLOOR UNIT PLANS - UNIT F

















































ALIGN

# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2

A4

3-D ART

B201

4A

A-302

B201.1

F

071

HM

-012A

=F

3

B202A.2

F 039HM-002=F2B202A.1

F 039HM-002=F2

B203.1

DG

0

62H

M-0

02=

F2

B203.2

F 071HM-012A=F3

B204B

NV

0

20H

M-0

02=

F2

B204F

NV

0

20H

M-0

02=

F2

B205.3

F 071HM-012A=F3

B205.2

F

071

HM

-012A

=F

3

B205.1

F

071

HM

-012A

=F

3

B206.1

F 071HM-012A=F3

B206.2

F

071

HM

-012A

=F

3

B021A

F

003

HM

-002=

F2

B021D

F 044HM-002=F2

B021B

F

003

HM

-002=

F2

1B

A-302

WOMENS RR

B021A

MEDIA CENTER

B204

TEACHER RESOURCE /

BOOK ROOM

B204B

GENIUS

BAR/TECHNOLOGY

WORKROOM

B204E

MEDIA WORKROOM /WK

STATIONS

B204F2-D ART

B203

JANITOR

B021D

MAKERSPACE

B205

COMPUTER TECH

B206

CONFERENCE

B204A

COMPUTER TECH

B202

DIGITAL RECORDING

LAB

B204G

CORRIDOR

B021

KILN

C201C

STOR.

B202A

MENS RR

B021B

JANITOR

B021D

COMPUTER TECH

B202

CORRIDOR

B022

ELEC.

B201B

ELEV

C000

B201.2

DG 062HM-002=F2

B201B

F

046

HM

-002=

F2

B201.1

F

071

HM

-012A

=F

3

B202A.1F 039

HM-002=F2

B202A.2

F 039HM-002=F2

B203.1

DG

0

62H

M-0

02=

F2

B204B

NV

0

20H

M-0

02=

F2

B204F

NV

0

20H

M-0

02=

F2

B205.3

F 071HM-012A=F3

B205.2

F

071

HM

-012A

=F

3

B205.1

F

071

HM

-012A

=F

3

B202.1

F 071HM-012A=F3

B204.1

DG 065HM-103B : HM-103=F4

A-2132D

A-4013E

A-4014E A-402

4A

A-601

3CSF14

SF16

SF17

SF18

SF29

SF28

B204E

.1O

HC

0

96

4' - 2" 2' - 0"

12' - 0"

40' - 11 3/4"

9' - 6" 11' - 4"

1' -

0"

B204E.2

NV 020HM-002=F2

B202.2

F

071

HM

-012A

=F

3

6' - 11" 0"

1' - 6"

B204A

F

019

HM

-123G

=S

F16

1' - 9"

18' - 1" 18' - 1"

1' - 9"

B204.2

DG 065HM-103B : HM-103=F4

B204G

F

021

HM

-123G

=S

F16

1D

A-302

14

' - 7

51

/64

"1

' - 1

3/8

"

SF15

SF14

SF14

SF16

BJ BL

B1 B1

B5 B5

BF

B6 B6

B2 B2

BPBMBK

A1

B4B4

1A

A-315

C201CF 035

HM-002=F2

A-513

1A

5A

A-318

S4-D

C201C

F 035HM-002=F2

S4iD

'

STOR.

C220

S4iD

13' - 6"

C220

F

034

HM

-002=

F2

5A

A-431

A-404

1D

A-431

1E

S4-C

S4-D

S4-C

'

S4iD

S4iD

S4iD

S4-C'

S4-C'

S4iD

S4-C'

S4-C

'

S4-C'

S4-C'

1B

A-404

S4-C'S1.5'S4-C

7' - 10" 2' - 2" 14' - 5"

5' - 4" 7' - 5"

3' -

1 3

/4"

1' -

2 1

/2"

8' - 3 5/8"

1' -

2"

S6-C'

S4-C

'S

6-C

'

6' -

0"

30' - 6 7/8" 6' - 4"

5' -

3 3

/8"

2 1

13/2

56"

VIF

2' - 5 217/256"

VIF2 1/2"

2' - 8 1/2"

VIF1' - 1 121/256"

VIF1' - 0 1/2"

5A

A-311

10' - 9 49/256"

41' - 6"

51' - 2"

S4-C'

6"

6" 1' -

0"

S4-C'

S4-C

'

6"

16' - 0"

10

' - 7

"1

' - 0

" 3"

10

' - 1

"

1' -

0"

6' -

6"

19

' - 8

"2

' - 1

"

3"

S4iC'

21' - 9 1/2" 15' - 3 1/4" 22' - 2"

6' - 0"

1' - 3 1/2"

5' - 8" 7" 24' - 4 1/8"

12' - 11 89/256" 24' - 11 71/256"

5' - 0"

1' - 6"

1 5/8"

8' -

0"

13

' - 1

0"

6' -

7"

8 3

/8"

1' -

5 5

/8"

9' -

3"

8 3

/8"

69' - 10 183/256"

18

' - 2

1/2

"3 75/128"

21

' - 1

0"

1' -

1"

8' -

9"

3' -

6"

22

' - 9

1/8

"

S1.5

'

122' - 8" +/-

176' - 10 121/256" +/-

60' - 0"

37' - 10 5/8"1" MIN

2' -

2"

2' -

2"

28

' - 0

7/8

" +

/-

3' - 4"

12' - 0"

22' - 2 1/32"

V.I

.F.

9' -

6"

+/-

S4-C

S4-C

S4-C

'

S4-C

'

S4iD

S4iD

S4iD

S4iD S

4iD

S4iD

S4iD

S4iD

S4-C'

S4-D

S4-D

A-513

1C

A-513

1E

A-513

1BA-513

3A

BB

BB

4

2A

A-318

C2

C2

B3B3

A5

S4iC'S4iC' S4iC' S4iC'

A5A5

A5A5

A5

TYP.

S6iC' S6iC' S6iC' S6iC' S6iC'

A5 A5 A5 A5A5























General Plan Notes

A5

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

4:3

4:1

0 P

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C:\

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2017-114.EMS

10.21.18

Bid Documents

SECOND FLOOR PLAN -UNIT B

AF1B2

CM TE



20

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1B

2_

SE

CO

ND

FL

OO

R P

LA

N -

UN

IT B

1/8" = 1'-0"1A

SECOND FLOOR UNIT PLANS - UNIT B

















































# Revision Date

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

A2

A2

SCIENCE

D211

INTERVENTION

D201

RESOURCE

D211

AVID/ SPEECH/ FLEX

C201 3-D ART

B201

A-401

6B

1C

A-305

D211.2

NR

IU

F

094

HM

-012A

=F

3

D201

F

026

HM

-012A

=F

3

B201.1

F

071

HM

-012A

=F

3

B202A.1F 039

HM-002=F2

B021A

F

003

HM

-002=

F2

B021DF 044

HM-002=F2

B021B

F

003

HM

-002=

F2

WOMENS RR

B021A

JANITOR

B021D

HANDWASH

B021C

COMPUTER TECH

B202

KILN

C201C

STOR.

B202A

MENS RR

B021B

JANITOR

B021D

COMPUTER TECH

B202

ENL

C202

1A

A-302

CORRIDOR

B022

ELEC.

B201B

ELEV

C000

B201.2DG 062

HM-002=F2

B201B

F

046

HM

-002=

F2

B201.1

F

071

HM

-012A

=F

3

B202A.1F 039

HM-002=F2

D201

F

026

HM

-012A

=F

3

1B

A-305

A-2132D

A-2134D

A-4013E

A-4014E

A-403

1C

SF30

A-402

3B

S4-D'

S4-C

'

S4-C

'

S4-D

S4iD

ES6B

9 3/8"

3' - 7 7/8" 0' - 5"

1' - 8" 6' - 8" 1' - 1" 27' - 8"

30

' - 5

"

D211.1

F

026

HM

-012A

=F

3

D211.2

F

026

HM

-012A

=F

3

C201

F

026

HM

-012A

=F

3

C202

F

026

HM

-012A

=F

3

B202.2

F

071

HM

-012A

=F

3

LOCKER TYPE:A

LOCKER TYPE:A

LO

CK

ER

TY

PE

:A

LO

CK

ER

TY

PE

:A

LOCKER TYPE:ALOCKER TYPE:A

18

95

18

10 4 14

9' - 1" 1' - 9" 21' - 10" 6' - 10" 5" 6' - 10" 15' - 5" 6' - 11" 0"

ES

6B

ES6B

S4iD

S4iD

S4iD

D2

D8

DS

D7

D6

B1

B5

B6

DU

D1D1B2

C1

C1

DV

DT

D5

CC

4D

A-403

C201C

F 035HM-002=F2

S4-D

C201CF 035

HM-002=F2

S4iD

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A-513

3BSTOR.

C220

C220

F

034

HM

-002=

F2

A-404

1D

S4-C

S4iD

'

S4iD

'

S4-C

S4-D

S4-C

'

S4iD

S4iD

S4iD

S4-C'

S4-C'

A-511

5A

A-511

4B

1B

A-404

3' -

1 3

/4"

1' -

2 1

/2"

8' - 3 5/8"

1' -

2"

30' - 6 7/8" 6' - 4"

5' -

3 3

/8"

9' - 8"10' - 9 49/256"

41' - 6" 10' - 0" 41' - 6"

7' - 4" 4' - 4" 7' - 4" 6' - 8" 51' - 2" 10' - 0" 51' - 2"

S4-C'

6"

6" 1' -

0"

S4-C'

S4-C

'

6"

V.I.F.

75' - 2" "/-

9' - 0" +/-

6' - 2 21/32"

12' - 2 25/32"

46

46

46

S4-D'

S4-C'

S4-C

'

S4-C

'

S4-DS4-C

'

S4-C'

S4-C'

S4-C'

S4-C

'

S4-C

' S4-C'

S4-C'

S4-C

'

BB

BB

C2C2

S4iC'

A5S4-C'

A5























General Plan Notes

A5

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

4:3

4:3

2 P

M

C:\

_R

evitL

oca

l\2

017

-11

4.E

MS

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ldg

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1_A

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017

-11

4.E

MS

_B

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1_

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2017-114.EMS

10.21.18

Bid Documents

SECOND FLOOR PLAN -UNIT C

AF1C2

CM TE



20

17-1

14

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S_

M.S

.D.

of

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AF

1C

2_ S

EC

ON

D F

LO

OR

PLA

N -

UN

IT C

1/8" = 1'-0"1A

SECOND FLOOR UNIT PLANS - UNIT C

















































# Revision Date

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

A2

A2

07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET

04 20 00.K3 - MASONRY TIE

05 40 00.G1 - ISOLATION STRIPBETWEEN METAL STUD ANDTREATED WOOD BLOCKING

06 16 00.D13 - WOOD PANELSHEATHING, 3/4"

NOTE:

ALL STEEL FASTENERS PENETRATING

TREATED WOOD OR TREATED PLYWOOD

MUST BE GALVANIZED OR STAINLESS

STEEL.

07 71 00.B1 - MANUFACTURED METALCOPING

0' -

8"

0' -

5"

0' -

1"

8"

MIN

TERMINATE MEMBRANE ON FACE OF BLOCKING/SHEATHING

NOTE TO DETAILER

06 16 00.D14 - INSULATED NAIL BASE07 21 00.C4 - BLANKET INSULATION,8"TO BOTTOM OF ROOF INSULATION

04 20 00.N2 - CAVITY DRAINAGEMATERIAL

04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC

04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING

31 20 00.A1 - SLOPE GRADES AWAYFROM BUILDINGS, REF C-SERIESDWGS

03 30 00.A2 - CONC FTG, REFS-SERIES DWGS

04 20 00.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS

03 30 00.B2 - VAPOR BARRIER,UNDER-SLAB, REF S-SERIES DWGS

03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS

09 65 13.A1 - FLOOR FINISH, REFI-SERIES DWGS

03 30 00.A5 - ISOLATION JOINT, REFS-SERIES DWGS

09 65 13.B1 - RESILIENT WALL BASE

04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL

04 20 00.P1 - GROUT FULL BELOWFLASHING

0' - 0 1/4"

4' -

0"

MA

X

2' -

0"

MIN

9"M

AX

1"

MIN


EM8B


07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS


04 20 00.O5 - STAINLESS STEELTERMINATION BAR

07 21 00.D7 - TRANSITION

04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC 04 20 00.N2 - CAVITY DRAINAGE

MATERIAL











4' -

0"

MA

X

2' -

3 1

95/2

56

"




ES8B



NOTE:ALL STEEL FASTENERS PENETRATING TREATED WOOD OR TREATED PLYWOOD MUST BE GALVANIZED OR STAINLESS STEEL.




0' -

8"

0' -

5"

0' -

1"

8"

MIN


NOTE TO DETAILER

06 16 00.D14 - INSULATED NAIL BASE


07 21 00.C3 - BLANKET INSULATION,6"TO BOTTOM OF ROOF INSULATION

, COLOR MATCH WALL PANEL

NOTE:

METAL WALL PANEL TERMINATION

PER MANUFACTURER

INSTRUCTIONS.

04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING

07 54 19.T1 - TERMINATION BAR


8"

MIN

07 42 13.K1 - METAL FLASHING

ES8M

SEE PLANS

07 54 23.A1 - ROOFING MEMBRANE.SEE ROOF TYPE

07 54 23.A5 - EXTEND ROOFINGMEMBRANE UP WALL TOTERMINATION PER MEMBRANEMANUFACTURER'S INSTRUCTIONS












4' -

0"

MA

X

2' -

0"

MIN

9"M

AX

1"

MIN



ES6B


04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS


04 20 00.F2 - FACE BRICK, REFELEVATIONS FOR TYPE




04 20 00.B9a - CMU BOND BEAM, 8 IN

04 20 00.L1 - ANCHOR BOLT



0' -

8"

0' -

1"

0' -

5"


8"

MIN



NOTE TO DETAILER

FIRST FLOOR_22' - 0"

09 29 00.B7 - INT GWB, 5/8" TYPE X

05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.

06 16 00.A1 - GYPSUM SHEATHINGBOARD


07 42 13.16 METAL PLATE WALLPANEL


D3

FURRING 5 7/8" BEYOND NAIL BASE INSULATINO

1"

A5

07 20 00 - SEAM SEALANT AND TRANSITION MATERIAL


07 42 13.16 ATTACHMENT ASSEMBLY

ATTACHMENT BY METAL PLATE WALL PANEL MANUFACTURER


07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM


09 29 00.B9 - INT GWB, 5/8" TYPE XEACH SIDE

05 40 00.C1 - EXT. STEEL STUDFRAMING, 3-5/8" @ 16" O.C.

02 41 19.A1 - EXISTINGCONSTRUCTION. VIF


SEE PLANS

09 29 00.B7 - INT GWB, 5/8" TYPE X

09 22 16.B1 - INT STEEL STUDFRAMING

NOTE:

EIFS TERMINATION PER

MANUFACTURER INSTRUCTIONS.

07 54 19.H3 - EXPANSION JOINT,DECK-TO-WALL PER CARLISLE REFDETAIL U-3-G



07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING



07 21 00.C5 - FILL GAP WITH BLANKETINSULATION

SEE PLANS


SEE PLANS 07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM

02 41 19.A2 - EXISTING CONCRETECONSTRUCTION. VIF.













04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL 04 20 00.P1 - GROUT FULL BELOW

FLASHING

0' - 0 1/4"4

' - 0

" M

AX

2' -

0"

MIN

9"M

AX

1"

MIN


EM8BN







33 46 00.A1





0' -

8"

0' -

5"

0' -

1"

8"

MIN


NOTE TO DETAILER



07 21 00.C3 - BLANKET INSULATION,6" TO BOTTOM OF ROOF INSULATION

07 42 13.16 - ATTACHMENT ASSEMBLYATTACHMENT BY METAL PLATE WALL PANEL MANUFACTURER

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

METAL COPING

1 1/2" = 1'-0"5A

FOUNDATION

1 1/2" = 1'-0"3A

FOUNDATION

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

METAL COPING

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

ROOF TERMINATION

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

FOUNDATION

1 1/2" = 1'-0"3E

METAL COPING

1 1/2" = 1'-0"3C

Metal Panel Transition

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

EXPANSION JOINT COVER

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


1" = 1'-0"2C

ROOF EXPANSION JOINT

1 1/2" = 1'-0"3D


1 1/2" = 1'-0"5C

FOUNDATION

1 1/2" = 1'-0"4E

METAL COPING

# Revision Date

A5 Addendum #5 11.16.2018

GENERAL FOUNDATION NOTE:1. FOUNDATION DRAINS AT NEW ADDITIONS ARE TO TIE INTO EXISTING CRAWL SPACE DRAIN SYSTEM.

A5

A5

2' - 8"

08 41 13.E1 - SILL, ALUMINUM

05 12 00.L0



07 92 00.B1 - JOINT SEALANT W/BACKER ROD

06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS


08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT

06 40 23.J1 - SOLID SURFACE STOOL

07 42 13.K1 - METAL FLASHING

07 42 13 - METAL WALL PANELS

07 42 13.B4 - METAL WALL PANEL,CLOSURE TRIM



06 10 53.B4 - WOOD BLOCKINGFIRE-RETARDANT-TREATED, 2XCONTINUOUS

FACTORY WELDED EDGES.

WITH DRIP EDGE AND FACTORY WELDED JOINTS AND EDGES. COLOR TO MATCH STOREFRONT

WITH DRIP EDGE AND FACTORY WELDED JOINTS AND EDGES. COLOR TO MATCH STOREFRONT

08 41 13 - SILL PAN FLASHING

07 53 23 - ROOFING MEMBRANE,LAP UNDER FLASHING AND FASCIA

09 29 00.B7 - INT GWB, 5/8" TYPE X

09 22 16.C10 - METAL STUD BOXBEAM

12' - 4"

07 92 00.B3 - JOINT SEALANT (BOTHSIDES)

07 92 00.B2 - JOINT SEALANT


w/ FACTORY FORMED OUTSIDE EDGES

07 71 00.B5 - CUSTOMMANUFACTURED METAL FASCIA

07 71 00.B5 - CUSTOMMANUFACTURED METAL FASCIA


2 1

/2"

1/2"

07 71 00 - BREAK METAL

07 71 00 - BREAK METAL

2' - 0 1/8"

1' - 2 1/2"

07 42 13.16 - ATTACHMENT ASSEMBLYATTACHMENT BY METAL PLATE WALL PANEL MANUFACTURER

07 20 00 - SEAM SEALANT AND TRANSITION MATERIAL

SECOND FLOOR12' - 0"

PLATFORMMEZZANINE

15' - 0"

D2

14' - 8"

11' - 8"

05 40 00.C5 - STEEL STUD BOX BEAM06 10 53.B4 - WOOD BLOCKINGFIRE-RETARDANT-TREATED, 2XCONTINUOUS





05 50 00.A1 - LOOSE STEEL LINTEL,REF S-SERIES DWGS

06 40 23.K1 - 1X FINISHED WOODTRIM




04 20 00.K3 - MASONRY TIE09 29 00.B7 - INT GWB, 5/8" TYPE X



084113/084413 -SILL PAN FLASHING

3"

D8







07 53 23.B2 - EPDM ROOFINGMEMBRANE

07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE

05 31 00.C2 - ROOF DECK, REFS-SERIES DWGS

RT-1

2"

RT-A

FIRST FLOOR0' - 0"

D8

08 11 13.A1 - DOOR & FRAME, REFDOOR SCHEDULE

02 41 19.A2 - EXISTING CONCRETECONSTRUCTION. VIF.


FIRST FLOOR0' - 0"


1"S6-C'



08 41 13.I1 - SHIM AS REQUIRED

08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL06 40 23.J1 - SOLID SURFACE STOOL


06 40 23.J2 - SOLID SURFACE TRIM


06 10 00.A1 - WOOD BLOCKING


09 29 00.B7 - INT GWB, 5/8" TYPE X








08 41 13.E1 - SILL, ALUMINUM


RT-1

EXISTING ROOF DECK



SILL PAN FLASHING

5 1/2"

1'-0"

MIN

.

SECOND FLOOR_214' - 0"

08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL





09 29 00.B7 - INT GWB, 5/8" TYPE X

07 21 00.C3 - BLANKET INSULATION,6"

09 22 16.C6 - INT STEEL STUDFRAMING, 3-5/8" @ 16" O.C.


C2

G2

1' - 7 3/4"

5"6"

04 20 00.B9a - CMU BOND BEAM, 8 IN


04 20 00.L1 - ANCHOR BOLT



EM8BN

RT-1

RT-1




07 54 19.A5 - EXTEND ROOFINGMEMBRANE UP WALL TOTERMINATION PER MEMBRANEMANUFACTURER'S INSTRUCTIONS 4"

SLOPE 1/8"

C1

07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA


07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE




07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER


3" 1' - 4"

150.00°








RT-1

11"

2' -

5 1

/32

"MAINTAIN CONSISTANT PROFILE/FASCIA THROUGH OUT.



3"

3"

3"

C2

FIRST FLOOR0' - 0"


FIRST FLOOR0' - 0"

2' -

8"






09 29 00.B7 - INT GWB, 5/8" TYPE X

08 44 13.J2 - SILL, ALUMINUM









3"


3" 7 1/2"




ES6B







08 71 00.A1 - THRESHOLD


03 30 00.A7 - WATERSTOP, REFS-SERIES DWGS

DOOR & FRAME SYSTEM REF. DOOR SCHEDULE

FIRST FLOOR0' - 0"

FIRST FLOOR0' - 0"

ES8B


3" 10"




















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

NORTHWEST PROJECTED BAY WINDOW

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

WALL SECTION DETAIL

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

WALL SECTION DETAIL

1 1/2" = 1'-0"3A

WALL SECTION DETAIL

1 1/2" = 1'-0"3B

CURTAIN WALL ON EXISTING BRICK DETAIL

1 1/2" = 1'-0"3C

WALL SECTION DETAIL

1 1/2" = 1'-0"4C

WALL SECTION DETAIL

1 1/2" = 1'-0"6A

EM8B WRESTLING WALL PARAPET

1 1/2" = 1'-0"4D

WALL SECTION DETAIL

1 1/2" = 1'-0"4A

NORTH CURTAIN WALL AT FOUNDATION DETAIL

1 1/2" = 1'-0"6B

FOUNDATION - THRESHOLD

1 1/2" = 1'-0"3D

FOUNDATION DETAIL

# Revision Date

A5 Addendum #5 11.16.2018

A5

GB

ES6M




RT-1


07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)



07 42 13 - BRAKE METAL

07 24 13 - SPRAY APPLIED AIR BARRIER

07 42 13 - PROVIDE WEEPS PERMANUFACTURER REQUIREMENTS

1C

A-303






05 40 00.C5 - STEEL STUD BOX BEAM




EB




07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER



05 41 00.A5









6"

6"6"

2' - 2 3/8"

15' - 7"



12' - 0"

, 8" TYP.


07 53 23.F1 - COVER BOARD

07 53 23 - ROOF INSULATION, 1/2" MIN.


EA















EXISTING WALL




EXISTING WALL

VIF

5" 6"


D8



EXISTING SLAB


PLATFORMMEZZANINE

15' - 0"

D8











08 41 13.I1 - SHIM AS REQUIRED 07 92 00.B3 - JOINT SEALANT (BOTHSIDES)


EXISTING FLOOR SLAB

1'-0"

MIN

. 06 40 23.J2 - SOLID SURFACE TRIM


S4-C'










09 29 00.B7 - INT GWB, 5/8" TYPE X


AB








07 53 23.A5 - EXTEND ROOFINGMEMBRANE UP WALL TERMINATIONPER MEMBRANE MANUFACTURER'SINSTRUCTIONS










07 92 00.B3 - JOINT SEALANT (BOTHSIDES) 07 21 00.D7 - TRANSITION









07 42 13 - PROVIDE WEEPS PER MANUFACTURER REQUIREMENTS

07 42 13 - PROVIDE WEEPS PER MANUFACTURER REQUIREMENTS

ES6B

RT-1

3"

3"

2' -

0 1

/2"

3"3"

1' - 4" 2' - 4"

6"

1' - 7 1/8"

5"

S6iD

RT-1





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1 1/2" = 1'-0"4C

METAL PANEL TO EIFS DETAIL

1 1/2" = 1'-0"3D

EIFS SOFFIT TO STOREFRONT DETAIL

1 1/2" = 1'-0"4A

WALL SECTION DETAIL

1 1/2" = 1'-0"6A

WALL SECTION DETAIL

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

SOUTH CANOPY EIFS SOFFIT TO EXISTING WALL

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

SOUTH CANOPY ROOF TIE IN

1 1/2" = 1'-0"3C

TYP SECOND FLOOR TO FLOOR EXPANSION

1 1/2" = 1'-0"6C

WALL SECTION DETAIL

1 1/2" = 1'-0"4D

CENTRAL STAIR STOREFRONT EXPANSION

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

WALL SECTION DETAIL

1 1/2" = 1'-0"3A

WALL SECTION DETAIL

# Revision Date

A5 Addendum #5 11.16.2018

A5




4"11 1/8"



FIRST FLOOR0' - 0"


FIRST FLOOR0' - 0"

S6-C'

EXISTING MASONRY WALLV.I.F EXISTING CONDITION OF WALL

2' -

8"






F4

1' - 4"


B1

4' - 8"

SILL PROJECTION5/8"

1' - 2 1/4"

RECESS FROM TYP BRICK1/2"

3"

EPOXY RESIN BACKSPLASH


064023 - SOLID SURFACESTOOL

1' - 3"

1/2"



B1


PLATFORMMEZZANINE

15' - 0"
















07 71 00.Z1 - BRAKE METAL






07 54 19.E2 - ROOF INSULATION, 5"MIN.


NOTE:




STEEL.

0' -

8"

1' - 4"



07 54 19.E2 - ROOF INSULATION, 5"MIN.



NOTE:




STEEL.

0' -

8"

1' - 4"





07 54 19.E4 - ROOF INSULATION,TAPERED

NOTE:




STEEL.

0' -

8"

0' - 8 3/8"





07 54 19.E4 - ROOF INSULATION,TAPERED

RT-A




4" 07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE

099600 - EXISTING CONCRETE ROOF DECK




08 44 13.J1 - BRAKE METAL

MAINTAIN CONSISTANT ROOF EDGE, PROVIDE BLOCKING AS REQUIRED.

CO

NS

TA

NT

PE

RIM

ET

ER

V.I.F

.

1' -

1 1

/2"

NOTE:




STEEL.






NOTE:




STEEL.



07 71 00.Z1 - BRAKE METAL



D8






RT-A



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

WALL SECTION DETAIL

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

WALL SECTION DETAIL

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

WALL SECTION DETAIL

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

WALL SECTION DETAIL

1 1/2" = 1'-0"4A

WALL SECTION DETAIL

1 1/2" = 1'-0"4B

WALL SECTION DETAIL

1 1/2" = 1'-0"4C

WALL SECTION DETAIL

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

WALL SECTION DETAIL

3/4" = 1'-0"1E

CAFETERIA VESTIBULE PARAPET DETAIL

1 1/2" = 1'-0"6C

METAL COPING

1 1/2" = 1'-0"5B

METAL COPING1 1/2" = 1'-0"

6BMETAL COPING

1 1/2" = 1'-0"5C

WALL SECTION DETAIL

1 1/2" = 1'-0"5A

METAL COPING

1 1/2" = 1'-0"6A

METAL COPING

# Revision Date

A5 Addendum #5 11.16.2018

1 1/2" = 1'-0"4D

WALL SECTION DETAILS

A5


2' - 9" 3" 1' - 4"

3"

3"

3"







RT-1





145.00°

4A

A-404

F115' - 0"





06 16 00.A1 - GYPSUM SHEATHINGBOARD05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.






RT-1




07 53 23.A5 - EXTEND ROOFINGMEMBRANE UP WALL TERMINATIONPER MEMBRANE MANUFACTURER'SINSTRUCTIONS

ES8B


6" 6"

6"




SLOPE TO DRAIN




05 40 00.C5 - STEEL STUD BOX BEAM







RT-1





09 29 00.B7 - INT GWB, 5/8" TYPE X

09 22 16.C6 - INT STEEL STUDFRAMING, 3-5/8" @ 16" O.C.


PLATFORMMEZZANINE

15' - 0"









07 92 00.B1 - JOINT SEALANT W/BACKER ROD08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT




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

WALL SECTION DETAIL

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

WALL SECTION DETAIL

# Revision Date

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

1 1/2" = 1'-0"4A

WALL SECTION DETAIL

A2

A2

1 1/2" = 1'-0"6A

WALL SECTION DETAIL

A2

1 1/2" = 1'-0"5B

WALL SECTION DETAIL

A5

1C

A-301

S6iD

S6iD

S4-D'S4-D'

S-ADW

S-ADMS-STM

S-STWS-STWS-STWS-STW

S4iC'

S4-D

'

D11

7CF

0

46H

M-0

02=

F2

D00

5BF

0

17H

M-0

02=

F2

D00

5AF

0

17H

M-0

02=

F2

A26

A26

A22

A22

A22

A10

A10 A10 A22 A13

A10

S4-C

'

S4-C'S4-C

S4-C S4-D'

S4-C

'

S6iD

S4-C

'

S4-C'

S4-C

'

S6iD

S6iD

S6iD

S4iD

S4-D

'

S4-D'

S4-D

'

S4-D'

S4-D

'

S4-D'

S6iD

A13

A22

A1

A6

A20 A25 A4A8

A13

A22

A6

A8A25A4

A2A31

A31

A30

MENS RR

D004B

WOMENS RR

D004A

CHASE

D117C

1' - 2 5/8"10 3/8" 7' - 7 5/8" 9 5/8" 18' - 4 3/4"

2' - 3"

9"

5' -

5"

9"

12

' - 1

1"

6' -

2"

1' -

2"

2' - 1"1' - 0 1/16" 15' - 0 1/16" 10' - 9 7/8"

6 1/8"2 3/8"

11

5/8

"

7' -

1 7

/8"

3' -

5 7

/8"

7' -

1 3

/4"

1' - 7 3/4" 3' - 2" 3' - 2" 3' - 2" 3' - 0"

4' - 2 3/4"3' - 0"3' - 1" 3' - 1"

6' - 8" 1' - 2" 6' - 11"

8' -

6"

A2

RR

D005B

RR

D005A

1C

A-303

1B

A-305

S-STWS-STWS-STWS-STWS-STWS-STWS-STWS-STWS-STWS-AMWS-ADW

S-STM

S-ADM

F002

AF

0

02H

M-0

02=

F2

F002.1F 046

HM-002=F2

F002B.1

F 044HM-002=F2

F002B

F 002HM-002=F2

A10 A10A10A10

A22

A22

A10

A10

A26

A26A13

A13

A13

A13

A22A13 A13 A13 A22 A13 A13 A22 A13 A13 A22 A13

A31

3' -

4 3

/4"

22' - 4" 12' - 9 3/8"

9' -

4"

3' -

4"

8' -

4"

1' -

2"

36' - 5"

100.00°

9' - 10"100.00°

1' - 6"

A31

FK

FK

F12

F13

FL

F10

FM

5' - 10 3/4"4' - 8 1/2"

6' - 0

"

3' - 7 7/8"

7' - 6 3/4"3' - 0 1/2"

1' - 4 3/8"

1' - 7 5/8"

11' - 4 17/128"100.

00°

5' -

1 3

/16

"

3' -

10

13

/32

"1

1' -

3 1

39/2

56

"

M6-D

M8-D

M8-D

M6-D

M8-D

S4-C'

M6-C

M6-D

M8-D

M8-D

M8-D

M6-C

18' - 11 3/8"

9' -

2 1

/2"

6' - 3 1/4"

2' - 9

13/1

28"

3' - 1

"

3' - 1

"1' - 7

"1' - 6

"3' - 0

"

3' - 7

5/8

"

7' - 0

"2' - 4

5/8

"7' - 0

"5/8

"

3' - 4

3/8

"

100.00°

MENS RR

F002B

CORRIDOR

F002

WOMENS RR

F002A

DISPLAY CASE

D066

DISPLAY CASE

D067

DISPLAY CASE

D065

DISPLAY CASE

D064

DISPLAY CASE

D060

DISPLAY CASE

D056DISPLAY CASE

D063CORRIDOR

F001.1

9 1/2"

4' -

8 7

/8"

4' -

7 1

/8"

8' -

6 3

/4"

1' -

6 3

/8"1' -

8 3

/8"

3' -

4 3

/4"

2"

9' - 4" 2' - 2" 9' - 4" 2' - 2" 9' - 4" 7' - 2 1/4"4' - 2 1/4"

11 3/4"

5' - 0

"2' - 4

"7' - 0

"

4' - 0

1/8

"

1' - 6"

S4-C'

S1.5'

S1.5'

S4-C

'

1' - 2" 6' - 10 3/8"

8' -

2"

4 5

/8"

CLINIC RR

A118D

STORAGE

A114A

7' - 3 1/4"

4 5

/8"

CO

OR

D.

w/

SH

WR

UN

IT

3' -

1 3

/8"

CLINIC RR

A118C

3' - 2 3/8"

COORD. w SHWR UNIT

3' - 0 1/4"

S4iD

S4iD

S4-D

'

S4iD

S4-D

'

S4iD' S4iD'

S4iD

S4iD

S4iD

A13A22A6

A8

A4

A25

A2

A8

A4

A25

A20

A6A1 A22 A13

A2

S6iD

S6iD

S6iD

S4-D'

S6iD

S6iD

S6iD

8' - 0"

6' -

8"

1' -

2"

7' -

0 3

/4"

A004BF 016

HM-002=F2

A004AF 016

HM-002=F2STAFF RR

A004A

STAFF RR

A004B

D113BF 015

HM-002=F2

A13A22A1A6

A20

A8

A25

A4

A10

8' - 3"

1' -

1 3

/8"

6' -

10

3/4

"

S6iD

S4-D'

S6iD

SINGLE RR

D104B

A8 A4 A25 A20

A6

A1

A22

A13

A2

7' - 10"

11

' - 5

3/4

"

S4iD

S4iD

S4-D

'

D115BF 014

HM-002=F2

3' -

6 7

/8"

RR

D115B

1A

A-302

S-STW

S-STW

S-AMW

S-ADW S-ADM

S-AMM

A22 A22 A22

A10

A10

A26

A-4013E

A-4014E

A10

A10

A31A31

SEE PLUMBING FOR MOP RACK & SHELF. TYP EA. CUSTODIAL RM.

B021DF 044

HM-002=F2

B02

1AF

0

03H

M-0

02=

F2

B02

1BF

0

03H

M-0

02=

F2

15' - 7 3/8"

2' -

0 1

/4"

5' -

4 5

/8"

15

' - 2

1/2

"

13' - 0 5/8" 3' - 2 1/8" 12' - 7 3/4"

6' - 5 1/8"6' - 10"

S4-C

'

S1.5'5' - 8"

3' -

8 1

/4"

+/-

3' -

11

5/8

"3

' - 0

"3

' - 1

"5

' - 1

1/4

"

2' -

0 1

/4"

3' -

1"

3' -

1"

3' -

0"

1' -

9 7

/8"

+/-

S4-D

S4-D

'S

4-D

S4-D'

S4-D'S4-D

S4-D

'

S4-D

'

S4-D

'

S4-D

'

S4-D'

S4-D

WOMENS RR

B021A

HANDWASH

B021C

MENS RR

B021B

JANITOR

B021D

A8

A4

A25

A20

A6A1A22A13

A10

A8

A4

A25

A6A22A13

A10A3

1' - 11 5/8" 6' - 0 3/8"

EQ EQ

1' -

8"

1' -

0"

8' -

9 5

/8"

1' -

10

"7

' - 1

5/8

"

M8-D

M6-C

M8-D

M8-D

M8-D

M6-D

M8-D

F002CF 017

HM-002=F2

F002DF 017

HM-002=F2

RR

F002C

RR

F002D

3' - 6" 1' - 0"

3' - 4"

0' - 10"

1' - 0"

Std

1' -

3"

AD

A 1

' - 6

"

2' -

0"

3' -

8"

MA

X

3' -

0"

3' -

4"

1' -

6"

2' -

4"

0' - 6" 3' - 0"

1' - 6"

Std

1' -

3"

AD

A 1

' - 6

"

3' -

8"

MA

X

2' -

0"3' -

0"

0' -

4"

1' -

6"

Std

2' -

0"

AD

A 1

' - 5

"

3' -

8"

MA

X

3' -

2"

Std

2' -

7"

AD

A 2

' - 1

0"

3' -

0"

0' - 10 15/128"0' - 4 113/128"1' - 0"

0' -

10

"

2' -

10

"

2' -

3"

0' -

4"

A6

A25

A20

A8

A4

A4

A8

A25

A20

A8

A4

A23A23

ADWSIW

A25

A6

A8

A4

A23

A8

A4

A25

A8

A4

A23

ADM SIM

0' -

4"

2' -

10

"

1' - 6"

3' - 0"

3' -

0"

1' - 0"

1' - 6"

3' -

0"

0' -

4"

1' -

6"

1' -

7 1

/12

8"

3' -

0"

0' -

4"1' -

6 1

/25

6"

CONTROLS ZONE

1' - 0" 1' - 0"

0' -

7"

3' -

3"

CL

5' -

7 1

27/1

28

"

S-S

TW

S-S

TW

S-S

TM

A13 A13A22 A22

Lockers: 15x15x36DOUBLE STACKSLOPE TOP

Lockers: 15x15x36DOUBLE STACKSLOPE TOP

F003

CF

0

02H

M-0

01=

F2

F003

BF

0

02H

M-0

01=

F2

M6-C

M6-C

14' - 5 5/8" 1' - 5 1/8" 9' - 1 3/4"

9' -

3 7

/8"

+/-

A2A2

A4

A4

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BCD

EF

A

G

BCD

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

4:3

6:3

6 P

M

C:\

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evitL

oca

l\2

017

-11

4.E

MS

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00

1_A

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017

-11

4.E

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1_

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18

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arl.r

vt

2017-114.EMS

10.21.18

Bid Documents

ENLARGED RESTROOMPLANS

A-401

CM TE



20

17-1

14

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S_

M.S

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Wash

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Tow

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A-4

01_ E

NLA

RG

ED

RE

ST

RO

OM

PLA

NS

1/4" = 1'-0"2A

FIRST FLOOR UNIT PLANS - NORTHWEST RESTROOM

1/4" = 1'-0"2B

FIRST FLOOR UNIT PLANS - CAFE RESTROOM

1/4" = 1'-0"5B

FIRST FLOOR UNIT PLANS - ADMIN WEST RESTROOM

1/4" = 1'-0"5A

FIRST FLOOR UNIT PLANS - ADMIN EAST RESTROOM1/4" = 1'-0"

4AFIRST FLOOR UNIT PLANS - SE EAST RESTROOM

1/4" = 1'-0"4B

FIRST FLOOR UNIT PLANS - SE WEST RESTROOM

1/4" = 1'-0"6B

SECOND FLOOR UNIT PLANS - EAST RESTROOM

1/4" = 1'-0"6A

FAMILY/STAFF RESTROOMS

5.4.401 - RESTROOM ACCESSORY SCHEDULE

Type Mark Keynote Description Mounting Furnished By Installed By

10 28 00 FOLDING SHOWER SEAT, ADA CONTRACTOR CONTRACTOR

10 28 13 MIRROR - 24" X 36" BOTTOM @ 4'' ABOVE FIXTURE CONTRACTOR CONTRACTOR

10 28 00 SHOWER CURTAIN ROD & CURTAIN COORDINATE W/ SHOWER ENCLOSUREHEIGHT

CONTRACTOR CONTRACTOR

10 28 00 SHOWER GRAB BAR BOTTOM @ 30" CONTRACTOR CONTRACTOR

10 21 13 TOILET PARTITION -- CONTRACTOR CONTRACTOR

A1 08 31 13 ACCESS DOOR - 16" X 16" BOTTOM @ 40" AFF CONTRACTOR CONTRACTOR

A2 10 28 00 PAPER TOWEL DISPENSER DISPENSER OPENING @ 42" AFF OWNER CONTRACTOR

A2 10 28 00 PAPER TOWEL DISPENSER - SLIM DISPENSER OPENING @ 42" AFF CONTRACTOR CONTRACTOR

A3 10 28 00 CHANGING TABLE - SURFACE MOUNTED UNDERSIDE OF BED @ 2' - 3" MIN AFF CONTRACTOR CONTRACTOR

A4 10 28 00 GRAB BAR - 18" VERTICAL BOTTOM @ 40" AFF CONTRACTOR CONTRACTOR

A6 10 28 00 GRAB BAR - 36" HORIZONTAL TOP @ 2'-11'' AFF CONTRACTOR CONTRACTOR

A8 10 28 00 GRAB BAR - 42" HORIZONTAL TOP @ 2'-11'' AFF CONTRACTOR CONTRACTOR

A10 10 28 00 HAND DRYER - 70 dBA BOTTOM @ 42" AFF CONTRACTOR CONTRACTOR

A13 10 28 13 MIRROR - 24" X 36" BOTTOM @ 4'' ABOVE FIXTURE CONTRACTOR CONTRACTOR

A20 10 28 00 SANITARY NAPKIN DISPOSAL - SURFACE TOP @ 30" AFF CONTRACTOR CONTRACTOR

A22 10 28 00 FOAM SOAP DISPENSER BOTTOM @ 2" ABOVE LAVATORY, DRIPIN SINK WHERE THERE IS NO MIRROR.

OWNER CONTRACTOR

A23 10 21 13 TOILET PARTITION FLOOR MOUNTED, OVERHEAD BRACED CONTRACTOR CONTRACTOR

A25 10 28 00 TOILET TISSUE DISPENSER - DOUBLE BOTTOM @ 1'-6 AFF OWNER CONTRACTOR

A26 10 21 13 URINAL SCREEN -- CONTRACTOR CONTRACTOR

A30 10 28 00 HAND SANITIZER DISPENSER BOTTOM @ 2" ABOVE LAVATORY, DRIPIN SINK WHERE THERE IS NO MIRROR.

OWNER CONTRACTOR

A31 10 28 13 MIRROR - 30" X 60" BOTTOM @ 4'' ABOVE FIXTURE CONTRACTOR CONTRACTOR

5.4.402 - RESTROOM STALL TYPES

Toilet Stall Mark Description

ADA SHOWER STALL

S-ADM ADA - MENS' STALL

S-ADW ADA - WOMENS' STALL

S-AMM AMBULATORY - MENS' STALL

S-AMW AMBULATORY - WOMENS' STALL

S-SIM SINGLE OCCUPANCY STALL

S-SIW SINGLE OCCUPANCY STALL

S-STM STANDARD - MENS' STALL

S-STW STANDARD - WOMENS' STALL

1/2" = 1'-0"4D

STANDARD RESTROOM ELEVATIONS

3/8" = 1'-0"4E

RESTROOM STALL ELEVATION3/8" = 1'-0"

3ERESTROOM STALL ELEVATION

1/2" = 1'-0"6E

STANDARD SHOWER ELEVATIONS

1/4" = 1'-0"6D

KITCHEN RESTROOMS

# Revision Date

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A5

A5 A5

A5A5 A5

SEE SCHED.

SE

E S

CH

ED

.

F NV DG GO.H.CO.H.

SEE SCHEDULE

SE

E S

CH

ED

ULE

SE

E S

CH

ED

ULE

SEE SCHEDULE

F1

2" 2"

2"

SE

E S

CH

ED

.

SEE SCHED.

F3 F2

0' -

4"

SE

E S

CH

ED

.

0' - 2" 0' - 2"

SEE SCHED.

2' -

0"

2' -

0"

2' -

0"S

EE

SC

HE

D.

4"

2"SEE SCHED.

2" 1' - 8" 2"

4"

3' -

0"

SE

E S

CH

ED

.

2" SEE SCHED. 2"

F5

2"

10"

2"

SE

E S

CH

ED

.

2" SEE SCHED. 2"

F4

ROOM SIGNAGE

GENERAL NOTES

A. This Door Schedule(s) is furnished for whatever assistance it may afford the Contractor. Do not consider it as entirely inclusive. Carefully examine the Drawings (especially the Floor Plans) and the Specifications to determine the extent of door and frame quantities required (including interior borrowed lite or sidelite openings). Should any particular door, frame, or interior borrowed lite or sidelite shown on the Drawings be inadvertently omitted from this Schedule, supply same as required for similar openings.

B. The "QTY" column designates the number of leaves in the opening. The "Door Width" column designates the total width of all leaves. In multiple leaf conditions, the leaves shall equally divide the "Door Width" unless noted otherwise; however, the active leaf shall not be less than 3'-0" wide.

C. Door Type "X" denotes a frame with no door such as a borrowed lite, reference Frame Elevations.

D. An asterisk (*) in a dimension denotes a width that varies, reference plans, elevations, details and schedules.

E. Verify locksets with the Owner during submittals.

F. Where doors are indicated to swing 180 degrees, position frame in wall to allow door to swing 180 degrees.

G. All exterior doors are thermally insulated.

H. All existing doors to remain shall receive new cores.

I. Provide cores for display case doors. See A-600 series.

J. See T-Series drawings and specifications for access control.

K. Single restrooms are to have privacy indicators.

L. New penthouse doors are to be 1ft min. above adjacent roof.

M. Provide weather tight assembly at Overhead and counter doors on the exterior.

N. Provide rain drip at exterior doors as specified.

ABBREVIATIONS

AL AluminumHM Hollow MetalST SteelWD WoodTG Tempered GlazingIG Insulated GlazingLG Laminated GlazingFG Frosted GlazingSP Spandrel Panel

DOOR & FRAME SCHEDULE NOTESSee Notes Column in Door Schedule

1. Acoustic door and frame assembly. STC 54. All glazing is to be laminated and all hm frames grouted full.2. New door in existing frame.3. Provide new wood transom above new wood door.4. Local alarm sounds when exit device is activated.5. Location of ADA push pad.6. Door tied to button at reception desk. See E and T-Series.7. Card reader controlled door. Coordinate w/ E and T Series. 8. Rough-in for card reader controlled door. Coordinate w/ E and T Series.9. Door position monitoring and lockset control. Coordinate w/ E and T Series.10. Door position monitoring. Coordinate w/ T-Series.

GLAZING TYPE LEGEND

IG-1 = 08 80 00 - LOW E, CLEAR INSULATING GLASS. CLEAR LAMINATED

IG-2 = 08 80 00 - LOW E, INSULATED GLASS, TRANSLUCENT BLUE

IG-3 = 08 80 00 - LOW E, CLEAR INSULATING GLASS. TEMPERED.

NOTE: SEE ALTERNATES FOR THE 2ND FLOOR WINDOWS TO ALL BE IG-1 IN LIEU OF 1G-3.

MP-1 = 08 80 00 - INSULATING METAL SPANDREL - BLUEMP-2 = 08 80 00 - INSULATING METAL SPANDREL - MATCH FRAME COLOR

L1 = 08 80 00 - 5/16" CLEAR LAMINATED GLAZING (1/8" + .060 + 1/8")ALL INTERIOR GLAZING IS L1 UNLESS NOTED OTHERWISE

L2 = 08 80 00 - 5/16" BLUE LAMINATED GLAZING (MATCH EXTERIOR BLUE)

CURTAIN / STOREFRONT WALL NOTES:

1. TYPICAL CURTAIN WALL IS 6" DEEP2. STORY CURTAIN WAILL IS 7.25" DEEP. 3. CAFE CURTAIN WALL IS 10" DEEP.4. ALL EXTERIOR STORFRONT IS TO BE THERMALLY BROKEN5. VERIFY EXISTING OPENINGS TO RECEIVE NEW GLAZING. 6. COORDINATE HORIZONTAL FRAME MEMBER HEIGHTS WITH REQUIREMENTS FOR FRAME MOUNTED LIGHTS. SEE E-SERIES DRAWINGS.7. COORDINATE W/ T-SERIES DRAWINGS FOR ACCESS CONTROL DEVICE LOCATIONS.8. SEE UNIT PLANS AND HARDWARE SET FOR ADA OPERATOR LOCATIONS.

4"

1' -

7"

2"

4' -

11

"2

"1

' - 1

0"

4"

2' - 2" 2" 2' - 11" 2" 2' - 11" 2" 2' - 2" 2" 2' - 11" 2" 2' - 11" 2" 2' - 0" 2"

19' - 2"

9' -

4"

SF1

SE

E S

CH

ED

.

SEE SCHED. SEE SCHED.

SE

E S

CH

ED

.

16' - 4"

9' -

4"

2"

1' -

4"

2"

5' -

0"

2"

2' -

4"

2"

2" 3' - 0" 2" 6' - 4" 2" 6' - 4" 2"

14' - 9"

2" 1' - 9" 2" 6' - 0" 2" 1' - 9" 2" 4' - 5" 4"

SF5 SF32"

1' -

9"

2"

4' -

11

"2

"2

' - 0

"2

"

3' -

0"

1' -

9"

SE

E S

CH

ED

.

1' - 9"

SF6

4" 2' - 11" 2" 2' - 11" 2" 2' - 0" 2" 2' - 11" 2" 2' - 11" 4"

15' - 0"

9"

2' -

1"

2"

SE

E S

CH

ED

.

2"

1' -

7"

2"

5' -

1"

2"

2' -

0"

2"

4' -

11

"2

"1

' - 9

"2

"

2" 1' - 9" 2" 4' - 5" 2"

SF7

9' -

4"

9' -

4"

SEE SCHED.

2"

1' -

9"

2"

3' -

0"

2"

1' -

9"

2"

2' -

0"

2"

10

' - 0

"

1' -

9"

2"

3' -

1"

SF11SF12

3' -

6"

2"

2' -

5"

2"

1' -

9"

2"

2" 1' - 9" 2" 4' - 5" 2" 1' - 9" 2" 4' - 5" 2"

13' - 2"

8' -

2"

2" 1' - 9" 2" 4' - 5" 2" 1' - 9" 2" 4' - 5" 2" 1' - 9" 2" 4' - 5" 2"

19' - 8"

2"

1' -

9"

2"

2' -

5"

2"

3' -

6"

8' -

2"

SF15SF17SF18

SF8SF9SF10

SF13SF16

8' - 7"

12

' - 0

"

5' - 1"

12

' - 0

"

9' - 11"

9' -

0 1

5/1

6"

2"

2' -

9"

2"

1' -

9"

2"

4' -

11

"2

"1

' - 9

"2

"

2"

2' -

9 1

/25

6"

2"

1' -

6 2

47/2

56

"2

"5

' - 1

1/3

2"

2"1

' - 9

"2"

1' -

9"

2"

4' -

7 5

3/6

4"

2"

2' -

0 7

/64

"2

"

2"1' - 4"2" 6' - 0" 2"1' - 11"2"

4" 4' - 7" 2"2" 6' - 0" 2" 2' - 1" 2"

HEAD: 3D/A-331JAMB: 3C/A-331SILL: 3C/A-331

2" 6' - 4" 2" 6' - 4" 2" 6' - 4" 2"

19' - 8"

2' -

2"

1' -

11

"2

"3

' - 0

"2

"1

' - 9

"2

"

9' -

4"

1' - 9"2"1' - 9"2"1' - 9"2"

IG-1

IG-1

IG-1

IG-1

MP-2

LG-1 LG-2 LG-1

LG-1

LG-1

8' - 0"

8' -

8"

11' - 10 1/2"

V.I

.F.

9' -

1"

LG-1 LG-1 LG-1

LG-1 LG-1

LG-1 LG-1

EXTERIOR EXTERIOR EXTERIOR

LG-1

LG-1

LG-2

LG-1

LG-1

LG-1

LG-1

LG-1

LG-1

LG-1 LG-1 LG-1 LG-2

EXTERIOR

LG-1 LG-1 LG-2 LG-1 LG-1

LG-1

LG-1

EXTERIOREXTERIOR

IG-1

HEAD = 2E/A-330SILL = 2D-A/330

6' - 8"

LG-2

LG-2

HEAD = 2E/A-314JAMB = 1C/A-512

IG-1

IG-1

IG-1IG-1

IG-1

HEAD = 2E/A-314JAMB = 1C/A-512

IG-1

IG-1

IG-1

EXTERIOR EXTERIOR

LG-1 LG-1 LG-1 LG-1 LG-1 LG-1 LG-1

LG-1

LG-1

LG-1

LG-1

LG-1

LG-1

HEAD = 3D/A-331JAMB = 3C/A-331SILL = 3C/A-331


HEAD: 3D/A-331JAMB: 3C/A-331SILL: 3C/A-331


2"1' - 9"2" 6' - 0" 2"1' - 9"2" 4' - 5" 2"

14' - 9"

2"

2"

10"

2"

1' -

9"

2"

3' -

0"

2"

1' -

9"

8' -

2"

4"

1' -

2"

2"

4' -

11

"2

"1

' - 9

"2

"

SEE SCHDDULE SEE SCHDDULESEE SCHEDULE

L2

L2

9' -

4"

2"8"2" 2' - 11" 2" 2' - 11" 2"8"2" 2' - 11" 2" 2' - 11" 2"8"2"

15' - 0"

2"2"2"2"2' - 7 1/4" 6' - 0" 2' - 7 1/4"

SEE SCHEDULE

L2

L2(IN DOOR GLAZING)

A4

DWF-1. SEE I-SERIES DRAWINGS

A4



A5

A5

A5

SF2.1 SF2.2 SF2.3

2"1

' - 9

"2"1

' - 9

"2"

3' -

0"

2"

2' -

0"

2"

9' -

4"

2"1

' - 9

"2"1

' - 9

"2"

3' -

0"

2"

2' -

0"

2"

9' -

4"

9' -

4"

SEE SCHEDULE

L2 L2

L2

BREAKMETAL TO CORNER

13' - 4"

SF4

2"1

' - 9

"2"

4' -

11

"2

"2

' - 0

"2

"

9' -

4"

L2

L2

SF14

2"

1' -

9"

2"

4' -

11

"2

"1

0"

2"

2"

1' -

9"

2"

A4

8' -

2"

SEE DWF-1 ON I-SERIES DRAWINGS

1' - 9"

4' - 5"1' - 9"

4' - 5"

1' - 9"

18' - 1"

1' - 9" 4' - 5" 1' - 9" 4' - 5"

18' - 1"

4' - 5"1' - 9"

4' - 5"

1' - 9" 1' - 9

"SF14

SF14

SF14

11" 3 5/8"

CL

37' - 6 71/128"

MID POINT

7' -

11

"

2A

I-400

1' - 9 1/2" 4' - 5" 1' - 9" 4' - 5"3' - 0"

2' -

10

"1' - 9" 4' - 5"

SF2.1

SF2.2

SF2.3

4' - 5"1' - 9"

4' - 5"

1' - 9"

4 3

/4"

13' - 1 3/4"

SF4

9' -

4"

2"2' -

6"

2"

1' -

9"

2"

4' -

5"

2"

2" 1' - 9" 2" 4' - 11" 2" 1' - 9" 2" 4' - 10" 2"

2" 4' - 11" 2" 1' - 9" 2" 4' - 10" 2" 1' - 9" 2"

IG-1

MP-1

IG-2

MP-1 MP-1 MP-1

IG-1 IG-1

IG-1IG-1

SF19

14' - 1"

V.I

.F.

1' -

4"

V.I

.F.

9' -

4"

2"

1' -

9"

2"

5' -

2"

2"

1' -

9"

2"

V.I.F.

4' - 0"

IG-1

IG-1

IG-2

SF20

2" 3' - 0" 3' - 0" 5' - 1" 6" 6' - 0" 2" 3' - 0" 6" 6' - 0" 2" 5' - 1" 2"

32' - 10"

10

' - 0

"

2"2

' - 4

"

2"

5' -

4"

2"

1' -

8"

2"

SF21

IG-2

IG-2

IG-2

IG-2

IG-1IG-1

IG-1

IG-1 IG-1 IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

A4

6' -

0"

1' -

4"

12' - 0"

6' -

0"

1' -

4"

9' - 4"

6' -

0"

1' -

4"

7' - 0"

6' -

0"

1' -

4"

5' - 0"

D2 D1D3D4

N

123456

A

B

C

D

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A

B

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Project Date

Produced



KEY PLAN

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2017-114.EMS

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Bid Documents

FRAME ELEVATIONS

A-601

CM TE



20

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1/4" = 1'-0"

5.4.602 - DOOR PANEL ELEVATIONS

1/4" = 1'-0"

5.4.603 - DOOR FRAME ELEVATIONS

1/4" = 1'-0"

5.4.602 - STOREFRONT ELEVATIONS

1/4" = 1'-0"1E

ADMIN CURVED STOREFRONT 11/4" = 1'-0"

2EADMIN CURVED STOREFRONT 2

1/4" = 1'-0"3D

MEDIA CENTER CURVED STOREFRONT

1/4" = 1'-0"3C

MEDIA CENTER CURVED WALL

1/4" = 1'-0"1D

WELCOME CENTER CURVED WALL

1/4" = 1'-0"2D

WAITING CURVED WALL

1/4" = 1'-0"

5.4.603 - DISPLAY CASE FRAM ELEVATIONS

EXTERIOR STOREFRONT

HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331




JAMB = 1B/A-510HEAD & SILL 3A/A-314

# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2






A5

A5

A5

A5


A5

175' - 11"

1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9" EQ 1' - 9"

MP-2

IG-3

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3 IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-2IG-2IG-2IG-2IG-2IG-2IG-2 2' -

1"

2' -

3"

3' -

4 1

/2"

GLAZING TYPE LEGEND










2' - 0"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ2' - 0"

MP-2

IG-3

MP-2 MP-2 MP-2 MP-2

2' -

1"

2' -

5"

2' -

3 1

/2"

IG-3 IG-3

IG-3 IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

3' -

2 1

/2"

3' -

9"

2' -

2"

EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"5' - 3"1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ2' - 0"

MP-2 IG-3

MP-2

MP-2

MP-2 MP-2

MP-2

MP-2

MP-2 MP-2

MP-2

MP-2

MP-2

MP-2 MP-2

MP-2

MP-2

MP-2 MP-2

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3IG-2IG-2IG-2IG-2IG-2IG-2

HEAD = 5C/A-323 SIM

3' -

6 1

/2"

3' -

7"

2' -

0"

75' - 2" V.I.F.

2' - 0" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3IG-3

IG-3IG-3

IG-3IG-3

IG-3

IG-3

IG-3

IG-3IG-3

IG-3

IG-3IG-3

IG-3

IG-3

IG-3

IG-3IG-3

IG-3

IG-3

IG-3

IG-2 IG-2 IG-2 IG-2 IG-2 IG-2

2' - 0" EQ 1' - 11" EQ 1' - 11" EQ 1' - 11" EQ 2' - 0"

MP-2

IG-3

MP-2 MP-2 MP-2 MP-2

IG-3 IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-2IG-2IG-2

30' - 6"

3' -

4"

3' -

7"

2' -

0"

1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"EQ1' - 11"

MP-2

IG-3

MP-2 MP-2 MP-2

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3IG-2 IG-2 IG-2

2' -

0"

1' -

7"

3' -

7"

2' -

0"

9' -

2"

2' - 8"

4' - 9"

8' - 4"

11' - 10"

IG-1

IG-2

MP-2MP-2MP-2

IG-1IG-1

IG-1

2' - 1" 5' - 2" 2' - 1"2' - 1"5' - 2"1' - 11"4' - 11"

2' -

0"

3' -

7"

3' -

7"

9' -

2"

2' - 1"

2' - 8"

8' - 4"

11' - 10"

8' - 4"

4' - 9"

2' - 8"

IG-1

IG-2 IG-1 IG-1

IG-1 IG-1

IG-1 IG-2

MP-2MP-2MP-2 MP-2

HEAD = 1A/-A321JAMB =4E/A-512SILL = 1/A-321

MP-28' - 4"

7' - 4"

9' -

0"

IG-1

IG-2 IG-1

MP-2

2' -

0"

3' -

7"

3' -

5"

MP-2

2' - 0" 5' - 4"

5' -

4"

IG-3

IG-2 IG-32' -

0"

3' -

4"

2' - 0" 5' - 4"

2' - 2" 5' - 2"

9' -

0"

7' - 4"

IG-1

IG-2 IG-1

MP-2

2' -

0"

3' -

3"

1' -

11

"1

' - 1

0"

MP-2

N

123456

A

B

C

D

E

123456

A

B

C

D

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Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

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BC

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FIRST FLOOR

SECOND FLOOR

11

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18

4:3

7:2

3 P

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2017-114.EMS

10.21.18

Bid Documents

FRAME ELEVATIONS

A-602

CM TE



20

17-1

14

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M.S

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SF27SF28

SF29

SF30SF31

SF32

SF22SF23SF24SF25SF26

SEE ELEVATION FOR ALTERNATING SPANDREL

PATTERN

SEE ELEVATION FOR ALTERNATING SPANDREL

PATTERN

HEAD: 2C/A-330JAMB: 2B/A-330SILL: 2A/A-330


HEAD = 1A/A-321JAMB =4E/A-512SILL = 1/A-321SEE ELEVATION FOR

ALTERNATING SPANDREL PATTERN


# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2A2

A2 A2

A2

A2

A2

A2

A4

HEAD: 4D/A-323JAMB: 2B/A-330SILL: 6C/A-322

HEAD: 4D/A-323JAMB: 2B/A-330SILL: 6C/A-322

A5 A5

HEAD: 4D/A-323JAMB: 2B/A-330SILL: 5B/A-324

A5


A5


A5


A5

A5A5 A5

A5

5' - 3 1/4" 1' - 11 1/2" 5' - 2 1/2" 1' - 11 1/2" 5' - 2 1/2" 1' - 11 1/2" 5' - 2 1/2" 2' - 0 3/4"

2' - 0 3/4" 5' - 2" 1' - 11 1/2" 5' - 2 1/2" 1' - 11 1/2" 5' - 2 1/2" 1' - 11 1/2" 5' - 3 3/4"

2' -

1"

3' -

6"

1' -

9"

2' -

10

"

1' -

11

1/4

"1' -

11

3/4

"3

' - 6

"1

' - 1

1"

MP-2

IG-3

MP-2

MP-2

MP-2MP-2

MP-2

MP-2MP-2

IG-3

IG-3 IG-3

IG-3 IG-3

IG-3 IG-3

IG-3

IG-3

IG-1IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

IG-1IG-1

IG-1

IG-2 IG-2

IG-2IG-2

MP-1

MP-1

MP-1

MP-1

MP-1MP-1

17

' - 8

1/4

"

MP-1

MP-1 MP-1

MP-1

MP-2 MP-2

22' - 2"

5' - 3 1/4"1' - 11 1/2"5' - 2 1/2"1' - 11 1/2"5' - 2 1/2"1' - 11 1/2"5' - 2 1/2"2' - 0 3/4"

2' - 0 3/4"5' - 2"1' - 11 1/2"5' - 2 1/2"1' - 11 1/2"5' - 2 1/2"1' - 11 1/2"5' - 3 3/4"

2' -

1"

2' -

0"

3' -

6 1

/4"

1' -

8 3

/4"

2' -

10

1/2

" 1' -

10

1/2

"2' -

0"

3' -

5"

MP-2

IG-1

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2 MP-2

MP-2

MP-1

MP-1

MP-1

MP-1

MP-1MP-1

IG-1

IG-1 IG-1

IG-1

IG-1 IG-1

IG-1

IG-1

IG-1

IG-3

IG-3

IG-3IG-3

IG-3

IG-3

IG-3

IG-3IG-3

IG-3

IG-2 IG-2

IG-2IG-2

HEAD = 4A/-A321JAMB =1B/A-330SILL = 4A/A-321

MP-1 MP-1

MP-1MP-1

MP-2

2' -

1"

3' -

6"

1' -

8"

2' -

8"

2' -

2"

3' -

10

"

1' -

9 1

/4"

2' - 0" 5' - 6" 2' - 0"

9' - 6"

MP-2

IG-3

IG-3

IG-3

IG-1

IG-1IG-1

IG-3

IG-3

MP-2

MP-2

MP-1

MP-1

MP-1

MP-2

MP-2

EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 2' - 0 1/2"

5' - 6 1/2"1' - 11 1/2"5' - 7"1' - 11 1/2"5' - 6 1/2"1' - 11 1/2"5' - 4 3/8"2' - 0 3/4"

3' -

9"

3' -

7"

1' -

11

"1

' - 1

0"

2' -

10

"1

' - 1

1"

3' -

4"

MP-2

IG-1

IG-3

IG-3

IG-3

IG-3

IG-3IG-3

IG-3

IG-3

IG-3

IG-3

MP-2 MP-2

MP-2 MP-2

MP-2 MP-2

MP-2

MP-2MP-2MP-2MP-2MP-2MP-2MP-2MP-2

IG-2 IG-2

IG-2IG-2

MP-1

MP-1

MP-1

MP-1

HEAD = 5C/-A323JAMB =4A/A-510SILL = 3D/A-321

IG-1

IG-1

IG-1

IG-1IG-1

IG-1

IG-1

IG-1

IG-1

MP-1

MP-1 MP-1

MP-1

2' -

2"

2' - 0 3/4" 5' - 7 3/4" 1' - 11 1/2" 5' - 7 1/2" 1' - 11 1/2" 5' - 7 1/2" 1' - 11 1/2" 5' - 7 1/2" 1' - 11 1/2" 5' - 9"

EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 2' - 0 3/4"

3' -

10

"3

' - 4

"2

' - 0

"2

' - 0

"2

' - 8

"2

' - 0

"3

' - 5

"2

' - 1

"

MP-2

IG-2

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2

MP-2

MP-2

MP-2

MP-2MP-2

MP-2MP-2

MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-1

IG-1

IG-1IG-1

IG-1

IG-1

IG-1

IG-3 IG-2 IG-2

IG-2IG-2 MP-1

MP-1

MP-1MP-1

MP-1

MP-1

HEAD = 5C/A323JAMB = 1B/A-330SILL = 3D/A321

MP-1

MP-1

MP-1

MP-1

MP-1

A4

2' -

7"

5' -

7"

4' -

5"

2' -

1"

5' - 5 1/2" 6' - 2" 5' - 5 1/2" 6' - 3"1

4' -

8"

IG-2

IG-2

IG-2

IG-2

IG-2 IG-1

IG-1

29' - 5"

IG-1

IG-1

IG-1 IG-1

IG-1

IG-1

IG-1

4' - 9"

4' -

1"

3' -

2"

2' -

0"

2' -

9"

MP-2

IG-1IG-1

IG-1

MP-2

HEAD = 1B/-A330JAMB =1C/A-330

MP-2

5' - 7" 2' - 1"

1" 6' - 2" 3' - 2" 6' - 2" 3' - 2" 6' - 2" 1"

25' - 0"

2' -

1"

2' -

8"

2' -

0"

2' -

0"

3' -

11

"

IG-1

IG-1

IG-2

IG-2

IG-2

IG-2

IG-2

HEAD = 1A/A-324SILL =3D/A-321JAMB = 5A/A-212

IG-1IG-1

IG-1

IG-1

IG-1

IG-1

IG-1

2' -

0" A4

GLAZING TYPE LEGEND










5' - 3 1/2" 2' - 0 1/2"

5' - 3 1/2"2' - 0 1/2"

2' -

0"

2' -

11

"2

' - 2

"3

' - 6

"2

' - 0

"3

' - 3

"1

' - 1

0"

17

' - 8

"

7' - 4"

MP-2

IG-1

MP-2

IG-1

IG-3 IG-3

IG-2

IG-2

HEAD = 1C/-A330JAMB =1B/A-330SILL = 4A/A-321

MP-1

MP-1

IG-3

IG-3

IG-3

IG-3

IG-1

IG-3

IG-3

IG-3

IG-3IG-3

IG-3

IG-3 IG-3 IG-2

IG-2

IG-2

IG-2

IG-2

IG-2

MP-2

MP-2 MP-2

MP-2

MP-2MP-2MP-2MP-2MP-2MP-2

MP-1

MP-1

MP-1

IG-1

IG-1IG-1

IG-1IG-1

IG-1

IG-1

MP-2 MP-2

MP-1

MP-1MP-1

3' -

10

"2

' - 0

"2

' - 1

0"

1' -

9"

3' -

6"

2' -

0"

1' -

11

"2

' - 1

0"

1' -

9"

3' -

6"

2' -

1"

28

' - 0

"

5' - 3" 1' - 11" 5' - 2" 1' - 11" 5' - 2" 2' - 1"

21' - 7"

3' -

8 3

/4"

3' -

2 5

/8"

2' -

3 3

/8"

1' -

10

5/8

"2

' - 6

"2

' - 1

"3

' - 6

5/8

"2

' - 1

"

21

' - 4

"

EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 1' - 11 1/2" EQ 2' - 0 3/4"

EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ1' - 11 1/2"EQ

MP-2

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3

IG-3

IG-3 IG-3

IG-3

IG-3 IG-3

IG-3

IG-1IG-2IG-2IG-2IG-2IG-2

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2

MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2MP-2

MP-2

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

IG-2IG-2IG-2IG-2IG-2

HEAD = 5C-A321JAMB SILL = 3B/A321

IG-1

IG-1

IG-1

IG-1

IG-1IG-1

IG-1 IG-1 IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-1

MP-2

IG-1

IG-2

MP-1

IG-1

IG-3IG-3

IG-2

HEAD = 5C/-A323JAMB =4A/A-510SILL = 3D/A-321

MP-2

MP-1

2' -

0"

2' -

11

"2

' - 2

"3

' - 6

"2

' - 0

"3

' - 3

"1

' - 1

0"

5' - 3"2' - 1"

7' - 4"

17

' - 8

"

IG-1

IG-1

IG-3IG-3

IG-3

IG-3

IG-2

IG-2

MP-2 MP-2

MP-2MP-2

MP-1

IG-2

HEAD = 1A/A-324SILL =3D/A-321JAMB = 5A/A-212

2' - 1" 3' - 3" 2' - 1"

7' - 4"

3' -

10

"2

' - 0

"4

' - 7

"3

' - 6

"2

' - 0

"1

' - 1

1"

4' -

7"

3' -

6"

2' -

1"

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

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2017-114.EMS

10.21.18

Bid Documents

FRAME ELEVATIONS

A-603

CM TE



20

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A-6

03

_ F

RA

ME

ELE

VA

TIO

NS

CW1

HEAD: 1C/A-330JAMB: 1B/A-330SILL: 4A/321

HEAD = 2A/-A322JAMB =4A/A-513

CW2

CW3CW4CW5

CW6CW7

CW8CW9

CW11 CW12CW13

CW14

# Revision Date

A2 Addendum #2 11.01.2018

A4 Addendum #4 11.09.2018

A5 Addendum #5 11.16.2018

A2

A2

A2

WINDOW FILM - INTERNATIONAL BACCALAUREATE LOGO

A4

A4

A4

A4

FROSTED WINDOW FILM GRAPHIC(NOT COLOR)CW8

A4

HEAD: 1C/A-330JAMB: 1B/A-330SILL: 4A/321

A5

FE

C

- SEE M-001 FOR GENERAL SHEET NOTES.- ALL DUCTWORK TO BE TIGHT TO STRUCTURE WHERE EVER POSSIBLE

GENERAL SHEET NOTES

F003

A114

A117

A118B

A119

A120

A113

SD3- 175

SD3- 175

SD2- 150 SD2- 150 SD2- 150 SD2- 150 SD2- 150 SD3- 175

SD3- 175

SD3- 250

SD2- 150

SD2- 150

SD2- 125

SD2- 150SD2- 150

SD2- 150

SD1- 50

SD2- 150

SD3- 175 SD3- 175

SD3- 175

SD3- 200

SD3- 200SD3- 200

SD2- 150

SD

2-15

0

20/12

12/10

18/10

SD2- 150

18/10

8ø

12/10

12/10

8ø 8ø

8ø8ø 8ø 8ø

8ø8ø

8ø

8ø12/10

8ø

12/10

8ø

8ø

8ø8ø

8ø12/10 8ø

6ø

10ø

8ø

VAV-1

VAV-2 VAV-3 VAV-4 VAV-5VAV-11

VAV-12 VAV-13

8ø

VAV-18

VAV-17VAV-22

VAV-21

VAV-19

VAV-16VAV-15

VAV-14 VAV-6

VAV-10

VAV-8

VAV-7

VAV-9

VAV-20

10ø

EG2

EG2

EG2EG2

EG2

EG2

8ø

8ø6ø 6ø

6ø

8ø

6ø 6ø

6ø

8ø

6ø6ø

8ø

8ø

8ø

8ø

8ø

8ø8ø

10ø

8ø

8ø

SD4- 300 SD3- 200

SD3- 200

SD3- 200

SD4- 300

SD3- 200

46/14EG2

EG1

20/12

16/12

12/10

FCU-72

10/12

8ø 8ø

MSI-2

MSI-2

FCU-81

10/10

24/6EG5

SD3- 200

8ø

SD3- 200

8ø

14/10

8ø

12/12

8ø10ø

14/1012/10

SEE M-402 FORENLARGED PLAN

18/14

2

EG2

14/12

EG3

SD4- 300 SD4- 300

10ø

12/12

10ø

1

EG5

18/14

2

EG2 EG2 EG2

EG2- 75EG2- 75

6/6

6/6

8/84

3

8/8

EG2

EG2EG2

EG2

EG2

EG2

EG2

EG2

EG2

EG2

M

M

M

6FD

7

7

18/12

10ø

A007

A006A

A116A115 A112

A001

A005

A114AA118A

A118C A118D

A111 A109

A107

B006

A105

A101

A103

A102A104

A004D

A108A106

A004

A004C

A110

A004A

A004BA006B

M-505

3TYP.

5

EG2- 75

EG2- 75

EG2- 75

8/8

8/8

8/8

10/8

12/10

12/12

EG2- 50

8

9

EG2

EG2

EG2- 330

EG2

8ø

SD2- 150

8ø

8/8 8ø

10

28 33

30

34

40 44 47 48

49

53 57

676562

60 70 71 7372

64594638 63

T

V

AA

W

AC

AF

AH

AB

AE

AG

A1

A4

A2

A3

8ø

SR1- 200

SR1- 200

RR1

8/8

10/10

4/4

8ø

12/10

160

CF

M

60 CFM

60 CFM

640 CFM

640

CF

M

440 CFM

F001.2

10ø

6ø

12

12

12/6

12/6 12/6

12/6

12/6 12/612/6

12/6

12/6

20/12

30/14

12/6

12/6

12/6

8/8

12/6

24/6

12/6

11TYP.

6ø

12/6

FCU-89

FCU-65

FCU-66

12/6

6/6

8ø

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

SECOND FLOOR

1344 S. Rangeline Rd,Suite 202

Carmel, IN 46032v. (317) 344-8045

Job #: 17058

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR HVAC PLAN- UNIT A

MH1A1

DNH / ABT & NAR



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MH

1A

1_

FIR

ST

FLO

OR

HV

AC

PLA

N -

UN

IT A

SHEET KEYNOTES

1 10" GOOSENECK UP THROUGH ROOF. PROVIDE MOTORIZED DAMPER ON

O.A.

2 6" GOOSENECK UP THROUGH ROOF. PROVIDE MOTORIZED DAMPER ON

O.A.

3 30" X14" SUPPLY AIR UP.

4 12x12 EA DUCT UP TO EF-4.

5 PROVIDE DRYER VENT IN WALL. REFER TO DETAIL #10 AND DETAIL #13 ON

M-504.

6 8" X 8" EXHAUST AIR UP TO EF-11. COVER DUCT OPENING WITH WIRE MESH.

7 PROVIDE 18X12 TRANSFER GRILLE. COVER OPENINGS IN WIRE MESH.

PROVIDE FIRE DAMPER IN OPENINGS OVER WALL.

8 46"X14" RETURN AIR UP.

9 PROVIDE WIRE MESH OVER RETURN AIR OPENING.

10 PROVIDE A HORN AND STROBE CONNECTED TO THE REFRIGERANT

MONITOR ALARM ABOVE DOOR.

11 RETURN GRILLE. REFER TO DETAIL #1 ON M-503

12 ROUTE CONDENSATE TO NEAREST FLOOR DRAIN

# Name

A001 VESTIBULE

A004 CORRIDOR

A004A STAFF RR

A004B STAFF RR

A004C PENTHOUSEACCESS

A004D ELECTRICAL

A005 CORRIDOR

A006 CORRIDOR

A006A MDF

A006B MECHANICAL

A006C DISPLAY CASE

A007 VESTIBULE

A089 VESTIBULE

A101 RECEPTION/WELCOMECENTER

A102 LARGECONFERENCE

A103 SM CONFERENCE

A104 PRINCIPAL

A105 WORK ROOM

A106 AP OFFICE

A107 BOOKSTORE/TREASURER

A108 AP OFFICE

A109 AP OFFICE

A110 STORAGE

A111 SECURITY OFFICE

A112 THERAPIST

A113 GUIDANCE

A114 GUIDANCE

A114A STORAGE

A115 GUIDANCE

A116 PSYCHOLOGIST

A117 RECORDS VAULT

A118A STORAGE/LAUNDRY

A118B CLINICOFFICE/TREATMENT

A118C CLINIC RR

A118D CLINIC RR

A119 WAITING

A120 SOCIAL WORKER

1/8" = 1'-0"

FIRST FLOOR LEVEL MECHANICAL PLAN - AREA A1

# Revision Date

A2 Addendum #2 11.1.2018

A4 Addendum #4 11.9.2018

A5 Addendum #5 Date 5

A5

FE

C

T

T

T

T

T

T T/H T

T/H

T

T/H

T/H

T/H T T T T

T

T/H

TT

T

T

T/H

T/H

T/H

A006B

FCU-81FCU-72

VAV-22

VAV-21VAV-19

VAV-18

VAV-16

VAV-17

VAV-13

VAV-15

VAV-12

VAV-11

VAV-14

VAV-6

VAV-10

VAV-5VAV-4

VAV-7

VAV-3

VAV-8

VAV-2

VAV-1

VAV-9

3/4"

HH

S/R

3/4" CWS/R

3/4" CWS/R

3/4" HHS/R

3/4" CWS/R3/4" HHS/R

3/4"

CW

S/R

3/4"

HH

S/R

8" CWS/R

3" HHS/R

3/4"

HH

S/R

3/4"

HH

S3/

4" H

HR

3/4"

HH

S/R

3/4"

HH

R3/

4" H

HS

3/4"

HH

R

3/4"

HH

S

3/4"

HH

S3/

4" H

HR

3/4"

HH

S

3/4"

HH

R

3/4" HHS3/4" HHR

3/4" HHS3/4" HHR

3/4" HHS3/4" HHR

3/4" HHS/

3/4" HHR/S

1/2" HHS/R

3/4" HHR3/4" HHS

1 1/2" HHR 1 1/2" HHS

1" HHR1" HHS

1 1/4" HHR

1 1/4" HHS

VAV-20

1 1/

4" H

HS

/R

1" HHR1" HHS

3/4" HHR3/4" HHS

3/4" HHS

3/4" HHR

1 1/4" HHS

1 1/4" HHR

8" CWS/R

3" HHS/R

1

2

A007

A120

A006A

B006

A119

A117 A116A115 A112

A111A109

A107

A105

A101

A001

A106A108

A004D A104

A103

A102A004A004A

A004B

A110

A004C

A114

A113

A114A

A005

A118D

A118CA118A

REFER TO M-402

5

3 6


2" CD

3/4" HHS/R

2" HHS2" HHR

2 1/2" HHS/R

2" HHS/R

3/4"

HH

S/R

1" CD

1" CD1" CD

28 33

30

34

40 44 4748

49

53 57

676562

60 70 71 7372

64594638 63

T

V

AA

W

AC

AF

AH

AB

AE

AG

A1

A4

A2

A33/4" HHS

3/4" HHR

3/4" HHS3/4" HHR

8

8

3/4" HHS/R

1" CWS/R

1" HHS/R

3/4" HHS/R 3/4" HHS/R

FCU-89

FCU-65

8 1" CD

1" CD

2" CD

8


GENERAL SHEET NOTES

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

SECOND FLOOR


Carmel, IN 46032v. (317) 344-8045

Job #: 17058

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR PIPINGPLAN - UNIT A

MP1A1

DNH / ABT & NAR



20

17-1

14

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MP

1A

1_ F

IRS

T F

LO

OR

PIP

ING

PLA

N -

UN

IT A

1/8" = 1'-0"

FIRST FLOOR LEVEL MECHANICAL PIPING PLAN - AREA A1

SHEET KEYNOTES

1 2" CONDENSATE DOWN.

2 1" CONDENSATE DOWN.

3 REFER TO SHEET MP1C1 FOR CONTINUATION

4 REFER TO SHEET MP1E1 FOR CONTINUATION

5 8" CWS/R AND 3" HHS/R UP TO M-401

6 REFER TO SHEET MP1B1 FOR CONTINATION

7 CAULK AND SEAL PENETRATION TO ELIMINATE SOUND TRANSFER

8 REFER TO SHEET M-402 FOR CONTINUATION

# Name

A001 VESTIBULE

A004 CORRIDOR

A004A STAFF RR

A004B STAFF RR

A004C PENTHOUSEACCESS

A004D ELECTRICAL

A005 CORRIDOR

A006 CORRIDOR

A006A MDF

A006B MECHANICAL

A006C DISPLAY CASE

A007 VESTIBULE

A089 VESTIBULE

A101 RECEPTION/WELCOMECENTER

A102 LARGECONFERENCE

A103 SM CONFERENCE

A104 PRINCIPAL

A105 WORK ROOM

A106 AP OFFICE

A107 BOOKSTORE/TREASURER

A108 AP OFFICE

A109 AP OFFICE

A110 STORAGE

A111 SECURITY OFFICE

A112 THERAPIST

A113 GUIDANCE

A114 GUIDANCE

A114A STORAGE

A115 GUIDANCE

A116 PSYCHOLOGIST

A117 RECORDS VAULT

A118A STORAGE/LAUNDRY

A118B CLINICOFFICE/TREATMENT

A118C CLINIC RR

A118D CLINIC RR

A119 WAITING

A120 SOCIAL WORKER

4 74 4

# Revision Date

A2 Addendum #2 11.1.2018

A4 Addendum #4 11.9.2018


4

A5

A5

A5

A5

FE

C

FE

C

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

T/H

FCU-70

3/4" HHS/R3/4" CWS/R 1" CWS/R

FCU-73

1 1/4" HHS/R1 1/4" CWS/R

3/4" HHS/R

3/4" CWS/R

3/4" HHS/R3/4" CWS/R


1" HHS/R 1" CWS/R


3/4" CWS/R 3/4" HHS/R

1" CWS/R1" HHS/R


1 1/

2" C

WS

/R1

1/4"

HH

S/R

1 1/4" CWS/R1 1/4" HHS/R



1 1/4" CWS/R 1 1/4" HHS/R

3/4"

HH

S/R

3/4"

CW

S/R

1 1/4" HHS/R

1 1/2" CWS/R

3/4" CWS/R

D109

D108D107

D106

D109A

D110

D114B

D111C

D002C

D111

D111A

D005AD005BD004A

D004B

D112

D105-2

D006A

D006C D006B

D115

D115C

D114

D113A

D113

D114A

911

D104B

ST1

D104-1 D103

D102D101

D115A

D004C

3/4" CWS/R

3/4" HHS/R

1 1/2" CWS/R

1 1/2" HHS/R

3/4" HHS/R

3/4" HHS/R

1

4

5

6

1" CD

1" CD

1" CD

CUH-1

8

1" CD

1" CD

8

1" CD

8

1" CD

8 8

88

1" CD

1" CD

8

1" CD

1" CD7 1 1/2" CD

1" CD

1" CD

8

1" CD

1" CD

8

FCU-67

10

11

9

3/4" HHS/

3/4" CWS/

1 1/4" HHS/R

1 1/4" CWS/R

1 1/2" CD

1 1/2" CD

1" CD


1" CD

1 1/2" CD

1" CD

1 1/2" CD

1 32 4 5 7 86 9 1110 12 13 14 15 17 2125 26 28 30

C

D

E

A

B

F

G

K

J

RT

V

AE

P

Z

AD

Y X

U

M

DA

DC DK DN DQ

D3

D2

D8

DE

DS

D7

D6

DJ

DR

C2

DG DU

D1

DP

C1

DV

DF

DTDD DH DL DM

D5

D4

DB

1" CD

1" CD


3/4" CWR/R

3/4" HHS/R

3/4" HHS/R

1" CWS/R

3/4" HHR3/4" HHS

3/4" CWS

3/4" CWR

3/4" CWR3/4" CWS3/4" HHR3/4" HHS

1" HHS/R

FCU-31



FCU-32FCU-34

FCU-35

FCU-37

FCU-49

3/4" CWS/R

FCU-48

FCU-47

FCU-46

FCU-45

FCU-38

FCU-39 FCU-40

FCU-36FCU-44

FCU-33

1" CWR1" CWS3/4" HHR3/4" HHS


FCU-43

FCU-42


GENERAL SHEET NOTES

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

SECOND FLOOR


Carmel, IN 46032v. (317) 344-8045

Job #: 17058

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR PIPINGPLAN - UNIT D

MP1D1

DNH / ABT & NAR



20

17-1

14

.EM

S_

M.S

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of

Wash

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MP

1D

1_ F

IRS

T F

LO

OR

PIP

ING

PLA

N -

UN

IT D

1/8" = 1'-0"

FIRST FLOOR LEVEL MECHANICAL PIPING PLAN - AREA D1

SHEET KEYNOTES1 HHS/R - 1-1/4" DOWN; CWS/R - 1-1/2" DOWN

2 HHS/R 1" UP, 1-1/2" DOWN; CWS/R 1" UP, 1-1/2" DOWN. MECHANICAL

CONTRACTOR TO COORDINATE WITH FIRE PROTECTION CONTRACTOR

3 HHS/R - 3/4" UP, HHS/R - 1" DOWN; CWS/R - 3/4" UP, 1" DOWN

4 HHS/R - 1-1/4" UP, 1-1/2" DOWN; CWS/R 1-1/2" UP, 2" DOWN

5 HHS/R - 3" UP AND DOWN; CWS/R -3" UP, 4" DOWN

6 REFER TO SHEET MP1C1 FOR CONTINUATION

7 2" CONDENSATE DOWN

8 2" CONDENSATE DOWN AND 1-1/2" CONDENSATE UP.

9 CONDENSATE DOWN TO OPEN SANITARY CONNECTION BEHIND WALL.

10 CONDENSATE FROM ABOVE.

11 CONDENSATE DOWN TO FLOOR DRAIN IN THIS ROOM.

# Name

D002B STOR.

D002C IDF

D004A WOMENS RR

D004B MENS RR

D004C CUSTODIALCLOSET

D005A RR

D005B RR

D006 CORRIDOR

D006A BUILDINGSTORAGE /CUSTODIAN

D006B STOR.

D006C STOR.

D101 READING

D102 INDIVIDUALS &SOCIETIES

D103 LAL

D104-1 MATH-1

D104-2 MATH-2

D104B SINGLE RR

D105-1 MATH-1

D105-2 MATH-2

D106 INTERVENTION

D107 LAL


D109 SCIENCE

D109A SCIENCESTORAGE

D110 SCIENCE

D111 RESOURCE

D111A STAFF THINKTANK

D111B STAFF FOCUS

D111C POD WK RM

D112 LGI

D113 SE CLASSROOM

D113A CONFERENCE

D114 SENSORY

D114A STOR.

D114B ELECTRICAL

D115 S.P. ED LIFESKILLS

D115A SPEECH/OT/PT

D115C STOR.

D116 FLEX

D117C CHASE

2

3

# Revision Date

A2 Addendum #2 11.1.2018

A4 Addendum #4 11.9.2018


A5

A5

A5

VD

VD

VD

VD

FEC

05

Front

42

Front

05

Front

05

Front

05

Front

05

Front

05

Front

05

Front

11

Front

11

Front

42

Front

42 Front

42 Front

02Front

04Front

04Front

02Front

04Front

02Front

02Front

02Front

10Front

10Front

42

Front

10Front

10Front

11

Front

11

Front

11

Front

05Front

05Front

05Front

42

Front

42

Front

42

Front

42 Front

15Front

15Front

15Front

15Front

15Front

05Front

11Front

05Front

11Front

24Front

11Front

11Front

24Front

05Front

T

T/H

T

T

T

T

T

T/H

T

T/H

T/H

T/H

T

T

VAV-24

VAV-25

VAV-23

VAV-33

VAV-35

VAV-34

VAV-32

VAV-37

VAV-27 VAV-26

VAV-31VAV-30

VAV-38 VAV-29

VAV-28

1" HHS/R1" HHS1" HHR

1 1/4" HHS

1" HHR

1 1/4" HHR1 1/4" HHS3/

4" H

HR

3/4"

HH

S

1 1/4" HHR1 1/4" HHS

1" HHR1" HHS

1 1/4" HHS

1 1/4" HHR

1" H

HS

1" H

HR

1" HHS1" HHR

1" HHS

1" HHR

3/4" CWS/R 3/4" HHS/R

FC

U-9

0

F001.1

E002B

E003C

E104A

E003A

E003B

E104

E004-1

E103

E102E101

E002E001

E105

E002A

A006

E106

E003

1 1

8" CWS/R

3" HHS/R

8" CWS/R

3" H

HS

/R

3/4" HHS/R

3/4" CWS/R

2" HHS/R

1

1 1/2" HHS/R

1" CD

1 1/4" HHS/R

1" HHS/R

3/4" HHS/R

2

3/4" HHS/R

3/4" HHS/R

3/4" HHS/R

3/4" HHS/R 3/4" HHS/R

3/4" HHS/R

3/4" HHS/R

1" CD

40 44 4748

49

53 57

6562

60

64

59

46

38

41 45 51 54 56 63505242

AH

AM

AQ

AU

AX

AG

AK

AN

AP

AT

AV

AW

AY

AS

AZ

AR

E1

EA

E2

HH

1 1/4" HHR

3

2 1/2" CWS/R

2" HHS/R

4

4

VAV-36

3/4" HHS/R

3/4" CWS/R

1" HHS

FCU-86


GENERAL SHEET NOTES

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

SECOND FLOOR


Carmel, IN 46032v. (317) 344-8045

Job #: 17058

11

/16

/20

18

7:2

6:5

2 A

M

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR PIPINGPLAN - UNIT E

MP1E1

DNH / ABT & NAR



20

17-1

14

.EM

S_

M.S

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ST

WO

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MID

DLE

SC

HO

OL_B

id D

ocu

men

ts


MP

1E

1_

FIR

ST

FL

OO

R P

IPIN

G P

LA

N -

UN

IT E

1/8" = 1'-0"

FIRST FLOOR LEVEL MECHANICAL PIPING PLAN - AREA E1

SHEET KEYNOTES1 REFER TO SHEET MP1A1 FOR CONTINUATION OF PIPING

2 2" CONDENSATE DOWN

3 HHS/R -2" UP; CWS/R - 2-1/2" UP.

4 REFER TO SHEET MP1F1 FOR CONTINUATION

# Name

E001 VESTIBULE

E002 CORRIDOR

E002A BAND STORAGE

E002B LIBRARY &INSTRUMENTREPAIR

E003 CORRIDOR

E003A PRACTICE

E003B PRACTICE

E003C PRACTICE

E004-1 CORRIDOR-1

E004-2 CORRIDOR-2

E005 VESTIBULE

E006 CORRIDOR

E101 HEALTH

E102 BAND

E103 ORCHESTRA

E104 CHOIR

E104A CHOIR STORAGE

E105 ENSEMBLE

E106 CONCESSION

# Revision Date

A2 Addendum #2 11.1.2018

A4 Addendum #4 11.9.2018


A5

A5

A5

FE

C

T/H

T/H

T/H

T/H

T/H

T/H T/H

T/H T/H T/H T/H

T/H

T/H

T/H

T/H

FCU-71


1" HHS/R

1" CWS/R

3/4" CWS/R

3/4" HHS/R

3" CWS/R

3" HHS/R

3" CWS/R

1" CWS/R

3/4" HHS/R

1 1/4" CWS/R

1 1/4" HHS/R

1" HHS/R

1" CWS/R

1" HHS/R1" CWS/R

1" CWS/R 3/4" HHS/R

3/4" HHS/R

1 1/4" CWS/R

1" HHS/R

1" CWS/R

3/4" HHS/R

3/4" HHS/R

3/4" HHS/R

3/4" CWS/R3/4" CWS/R

3/4" HHS/R


D208

D209

D210 D210A

D210B

D211

D022

D212

D023

D207

D206

D025

D205 D204

D203

D025B D025A

D211B

D211A

D024A

D024B

D024

D211

D211C

D022A

1" CD

8

3

8

8 8

1" CD

4

8

1

8

8 2

1" CD

1" CD

8

7

1" CD8

8

8

6





1 1/2" CWS/R

1 1/4" HHS/R

1" CWS/R

1" CD

1" CD

2 1/2" HHS/R

3/4" CWS/R

3/4" HHS/R



1" CD

1" CD

1 1/2" CD

1" CD 1" CD 1" CD

1 32 4 5 7 86 9 1110 12 13 14 15 17 2125 26 28 30

C

D

E

A

B

F

G

K

J

RT

V

AE

P

Z

AD

Y X

U

M

DA

DC DK DN DQ

D3

D2

D8

DE

DS

D7

D6

DJ

DR

C2

DG DU

D1

DP

C1

DV

DF

DTDD DH DL DM

D5

D4

DB

3/4" CWS/R

3/4" HHS/R

3" HHS/R3" CWS/R

3" CWR/R

3" HHS/R

3/4" CWS/R

1" CD

FCU-62

1" CD

3/4"

HH

S/R

3/4"

CW

S/R

FCU-63

FCU-50

FCU-51

FCU-76

FCU-53

FCU-55

FCU-56

FCU-57 FCU-58

FCU-59

FCU-60

FCU-54


GENERAL SHEET NOTES

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

SECOND FLOOR


Carmel, IN 46032v. (317) 344-8045

Job #: 17058

11

/16

/20

18

7:2

6:4

7 A

M

C:\

Use

rs\n

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a.r

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2017-114.EMS

10.17.18

Bid Documents

SECOND FLOOR PIPINGPLAN - UNIT D

MP1D2

DNH / ABT & NAR



20

17-1

14

.EM

S_

M.S

.D.

of

Wash

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Tow

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MP

1D

2_ S

EC

ON

D F

LO

OR

PIP

ING

PLA

N -

UN

IT D

1/8" = 1'-0"

SECOND FLOOR LEVEL MECHANICAL PIPING PLAN - AREA D1

SHEET KEYNOTES1 3/4" CWS/R DOWN; 3/4" HHS/R DOWN

2 HHS/R - 1-1/4" DOWN; CWS/R - 1-1/2" DOWN

3 CWS/R- 1" DOWN; HHS/R- 1" DOWN.

4 3" CWS/R; 2-1/2" HHS/R UP TO ERU.

6 3" CWS/R; 3" HHS/R DOWN

7 REFER TO SHEET MP1C2

8 1-1/2" CONDENSATE DOWN.

# Name

D021 CORRIDOR

D022 CORRIDOR

D022A IDF

D023 CORRIDOR

D024 CORRIDOR

D024A WOMENS RR

D024B MENS RR

D025 CORRIDOR

D025A RR

D025B RR

D201 INTERVENTION

D203 SM GROUP


D205 LAL

D206 MATH

D207 MATH

D208 LAL


D210 SCIENCE

D210A SCIENCESTORAGE

D210B STORAGE

D211 RESOURCE

D211 SCIENCE

D211A STAFF THINKTANK

D211B STAFF FOCUS

D211C POD WK RM

D212 LGI

# Revision Date

A2 Addendum #2 11.1.2018

A4 Addendum #4 11.9.2018


A5

A5

HWS

HWR

H

C

CWS

CWR

C

C

HWS

HWR

H

C

HWS

HWR

H

C

CWS

CWR

C

C

HWS

HWR

H

C

OA

AI

MA-T

BI HW

LT-ALM

AI

DA-T

AO

OA-DPR

AI

RA-H

BIHW

RA-SD

BI HW

DA-SD

AO

PH-VLV

AO

RA-DPR

NC

NO

AI

PH-T SF-S

SF-O

SF-C

BO

AO

BI

SUPPLYFAN VFD

AO

CC-VLV

AI

RA-T

AIAI

OA-T, OA-H

RA

DA

RTU-1 THRU 11 SEQUENCE OF OPERATION

TCC SHALL FURNISH AND INSTALL DAMPER ACTUATORS. DAMPERS PROVIDED BY AHU MANUFACTURER. TCC CONTROL PANEL TO BE MOUNTED WITHIN THE AHU IN SAME CABINET AS VFD LOCATED IN DISCHARGE SECTION.

SUPPLY FAN START/STOP: THE SUPPLY FAN (SF-C) WILL BE STARTED ACCORDING TO THE SCHEDULE OR MANUALLY AS SELECTED BY THE OPERATOR. IF THE SUPPLY FAN STATUS (SF-S) DOES NOT MATCH THE COMMANDED VALUE, AN ALARM WILL BE GENERATED. WHEN THE SUPPLY FAN STATUS INDICATES THE FAN STARTED, THE CONTROL SEQUENCE WILL BE ENABLED. MAXIMUM SUPPLY FAN SPEED (SF-O) SHALL BE SET BY THE TEST AND BALANCE CONTRACTOR.

OCCUPIED COOLING MODE: SUPPLY FAN SHALL START (SF-C) AT FULL COOLING DEMAND WITH OUTDOOR AIR DAMPER OPEN AT MINIMUM POSITION (UNLESS ECONOMIZER IS ENABLED) AND FAN (SF-O) AT MAX SPEED. DECREASES IN COOLING DEMAND SHALL DECREASE FAN SPEED FROM FULL SPEED DOWN TO MINIMUM SPEED (25% OF FULL SPEED). FURTHER DECREASES IN COOLING DEMAND SHALL BE WITH THE FAN SPEED AT MINIMUM AND THE CHILLED WATER CONTROL VALVE (CLG-VLV) POSITION MODULATING IN RESPONSE TO THE ZONE SETPOINT (ZN-T). OCCUPIED COOLING SETPOINT SHALL BE 74F (ADJ).

UNOCCUPIED COOLING MODE: SUPPLY FAN SHALL SHALL RUN AT 60% OF MAX SPEED AND THE OUTSIDE AIR DAMPERS SHALL CLOSE (UNLESS ECONOMIZER IS ENABLED) WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING SETPOINT OF 78F (ADJ). THE CHILLED WATER CONTROL VALVE SHALL MODULATE IN RESPONSE TO THE ZONE SETPOINT. WHEN THE SPACE TEMPERTURE DROPS 2F BELOW THE UNOCCUPIED COOLING SET POINT, THE SUPPLY FAN SHALL BE DISABLED.

OCCUPIED HEATING MODE: SUPPLY FAN SHALL START AT FULL HEATING DEMAND WITH OUTDOOR AIR DAMPER OPEN AT MINIMUM POSITION AND FAN AT MAX SPEED. DECREASES IN HEATING DEMAND SHALL BE WITH THE FAN AT MAX SPEED AND THE PREHEAT COIL (PH-VLV) MODULATING IN RESPONSE TO THE ZONE SETPOINT. DISCHARGE AIR TEMPERATURE SHALL NOT EXCEED 95F. OCCUPIED HEATING SETPOINT SHALL BE 70F (ADJ).

UNOCCUPIED HEATING MODE: SUPPLY FAN SHALL RUN AT 60% OF MAX SPEED WITH THE OUTSIDE AIR DAMPERS CLOSED WHEN THE SPACE TEMPERATURE DROPS BELOW THE UNOCCUPIED HEATING SETPOINT OF 64F (ADJ). THE PREHEAT COIL CONTROL VALVE SHALL MODULATE IN RESPONSE TO THE ZONE SETPOINT. WHEN THE SPACE TEMPERTURE RISES 2F ABOVE THE UNOCCUPIED HEATING SET POINT, THE SUPPLY FAN SHALL BE DISABLED.

PREHEAT FACE & BYPASS CONTROL: WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 38F, THE PREHEAT COIL VALVE WILL BE WIDE OPEN AND THE HEATING SHALL BE MAINTAINED BY MODULATING THE BYPASS DAMPER (F&B-DPR). WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE 38F, THE BYPASS DAMPER SHALL BE FULL OPEN TO THE COIL AND THE HEATING SHALL BE MAINTAINED BY MODULATING THE PREHEAT VALVE.

ZONE HUMIDITY CONTROL: IF THE ZONE HUMIDITY (ZN-H) RISES ABOVE SETPOINT, THE SUPPLY FAN SHALL RUN AT 50% OF MAX SPEED, THE COOLING COIL VALVE WILL BE COMMANDED OPEN AND THE REHEAT VALVE (RH-VLV) SHALL MODULATE TO MAINTAIN THE ZONE TEMPERATURE. A DIFFERENTIAL WILL PREVENT THE UNIT FROM CYCLING BETWEEN THIS MODE.

ENTHALPY SWITCHOVER: WHEN THE SHARED OUTSIDE AIR ENTHALPY (OA-T, OA-H) IS BELOW THE RETURN AIR ENTHALPY (RA-T, RA-H), THE ECONOMIZER WILL BE ENABLED. WHEN THE SHARED OUTSIDE AIR ENTHALPY RISES ABOVE THE RETURN AIR ENTHALPY, THE ECONOMIZER WILL BE DISABLED.

ZONE CARBON DIOXIDE CONTROL: WHEN THE ZONE CARBON DIOXIDE LEVEL (ZN-CO2) EXCEEDS THE SETPOINT OF 1000PPM, THE MIXED AIR DAMPERS SHALL BRING IN MORE OUTSIDE AIR SUBJECT TO A MIXED AIR TEMPERATURE (MA-T) LOW LIMIT AND HIGH LIMIT EQUAL TO ENTERING AIR TEMPERATURES NOTED ON THE MECHANICAL SCHEDULE (M-601). LOW LIMIT SHALL BE EQUAL TO THE ENTERING AIR TEMPERATURE FOR THE PRHEAT COIL AND THE HIGH LIMIT SHALL BE THE ENTERING AIR TEMPERATURE FOR THE COOLING COIL. OUTSIDE AIR DAMPER SHALL BE CAPABLE OF CLOSING IF CO2 LEVELS ARE BELOW 900PPM. A DIFFERENTIAL SHALL BE PUT IN PLACE TO PREVENT CYCLING OF DAMPERS IN THIS MODE.

MORNING WARM-UP: A MORNING WARMUP CYCLE SHALL BE IMPLEMENTED, UPON TRANSITION FROM UNOCCUPIED TO OCCUPIED MODE. FANS TURN ON, OUTSIDE AIR DAMPER REMAINS CLOSED, RETURN AIR DAMPER REMAINS OPEN, PREHEAT VALVE IS DRIVEN FULLY OPEN SUBJECT TO A HIGH LIMIT DISCHARGE OF 90F (ADJ) AND COOLING VALVE IS FULLY CLOSED. UNIT REMAINS IN THIS MODE UNTIL THE RETURN AIR TEMPERATURE (RA-T) REACHES THE MORNING WARMUP CYCLE TERMINATION SETPOINT OF 70F (ADJ). UPON REACHING THIS SETPOINT, THE AIR HANDLING UNIT ENTERS ITS NORMAL OCCUPIED MODE OF OPERATION (ZONE TEMPERATURE CONTROL).

SAFETY: ALL OF THE SAFETY DEVICES ARE MANUAL RESET; THE DEVICE THAT HAS TRIPPED MUST BE MANUALLY RESET BEFORE RESTARTING THE AIR HANDLING UNIT. THE SUPPLY FAN WILL BE SHUTDOWN WHEN ANY OF THE FOLLOWING OCCUR:-IF A TEMPERATURE LOW LIMIT (LT-ALM) SWITCH SENSES A TEMPERATURE BELOW SETPOINT. LOW LIMIT TO BE LOCATED ON THE DISCHARGE SIDE OF THE PREHEAT COIL.-IF A FIRE ALARM (DA-SD, RA-SD) SHUTDOWN CONTACT IS PROVIDED

SHUTDOWN: WHEN THE UNIT IS SHUTDOWN BY EITHER A STOP COMMAND OR SYSTEM SAFETY THE UNIT WILL BE SET AS FOLLOWS:SUPPLY FAN WILL BE OFFOUTSIDE AIR DAMPER WILL CLOSERETURN AIR DAMPER WILL OPENCOOLING VALVE WILL CLOSEPREHEAT AND REHEAT VALVES WILL OPEN

POINTS LIST: THE FOLLOWING REPRESENTS THE MINIMUM POINTS TO BE PROVIDED AND DISPLAYED IN THE SYSTEM GRAPHICS. ADDITIONAL POINTS REQUIRED TO MEET THE SEQUENCE SHALL BE PROVIDED AND ALSO SHOWN.

BINARY INPUTS SUPPLY FAN STATUS (SF-S) SMOKE DETECTORS (DA-SD, RA-SD)LOW LIMIT (LT-ALM)

BINARY OUTPUTS SUPPLY FAN START/STOP (SF-C)

ANALOG INPUTSOUTSIDE AIR TEMPERATURE (OA-T, MAY BE BROADCAST)OUTSIDE AIR HUMIDITY (OA-H, MAY BE BROADCAST)ZONE TEMPERATURE (ZN-T)ZONE HUMIDITY (ZN-H)ZONE CARBON DIOXIDE (ZN-CO2)MIXED AIR TEMPERATURE (MA-T)RETURN AIR TEMPERATURE (RA-T)RETURN AIR HUMIDITY (RA-H)PREHEAT COIL DISCHARGE AIR TEMPERATURE (PH-T)COOLING COIL DISCHARGE AIR TEMPERATURE (CC-T)DISCHARGE TEMPERATURE (DA-T)

ANALOG OUTPUTS SUPPLY FAN SPEED (SF-O) OUTDOOR AIR DAMPER (OA-DPR)RETURN AIR DAMPER (RA-DPR)PREHEAT COIL VALVE (PH-VLV)COOLING COIL VALVE (CC-VLV)REHEAT COIL VALVE (RH-VLV)FACE & BYPASS DAMPER (PH-F&B)

CALCULATED (SHOWN ON GRAPHICS)OUTSIDE AND RETURN AIR ENTHALPY

MAY BE BROADCAST

AO

RH-VLV

AI

CC-TAIAIAI

ZN-T, ZN-H,ZN-CO2

AO

PH-F&B

A5

OA

AI

MA-T

BI HW

LT-ALM

AI

DA-T

AO

OA-DPR

AI

RA-H

BIHW

RA-SD

BI HW

DA-SD

AO

PH-VLV

AO

RA-DPR

NC

NO

AI

PH-T SF-S

SF-O

SF-C

BO

AO

BI

SUPPLYFAN VFD

AO

CC-VLV

AI

RA-T

AIAI

OA-T, OA-H

RA

DA

RTU-6 THRU 9 SEQUENCE OF OPERATION

TCC SHALL FURNISH AND INSTALL DAMPER ACTUATORS. DAMPERS PROVIDED BY AHU MANUFACTURER. RTU-6 & 7 SERVE THE SMALLER GYM, RTU-8 & 9 SERVE THE LARGER GYM. THE RTUs SHALL OPERATE IN A LEAD/LAG FASHION FOR EACH GYM. IF THE LEAD RTU FAILS TO START, THE LAG RTU SHALL START AND AN ALARM SHALL BE SENT TO THE FRONT END OPERATOR’S TERMINAL. THE LAG RTU SHALL ALSO START IF THE SUPPLY FAN ON THE LEAD RTU IS ABOVE 60% OF MAXIMUM SPEED. LEAD/LAG OF RTUs SHALL CYCLE ON A MONTHLY BASIS.

SUPPLY FAN START/STOP: THE SUPPLY FAN (SF-C) WILL BE STARTED ACCORDING TO THE SCHEDULE OR MANUALLY AS SELECTED BY THE OPERATOR. IF THE SUPPLY FAN STATUS (SF-S) DOES NOT MATCH THE COMMANDED VALUE, AN ALARM WILL BE GENERATED. WHEN THE SUPPLY FAN STATUS INDICATES THE FAN STARTED, THE CONTROL SEQUENCE WILL BE ENABLED. MAXIMUM SUPPLY FAN SPEED (SF-O) SHALL BE SET BY THE TEST AND BALANCE CONTRACTOR.

OCCUPIED COOLING MODE: SUPPLY FAN SHALL START (SF-C) AT FULL COOLING DEMAND WITH OUTDOOR AIR DAMPER OPEN AT MINIMUM POSITION (UNLESS ECONOMIZER IS ENABLED) AND FAN (SF-O) AT MAX SPEED. DECREASES IN COOLING DEMAND SHALL DECREASE FAN SPEED FROM FULL SPEED DOWN TO MINIMUM SPEED (25% OF FULL SPEED). FURTHER DECREASES IN COOLING DEMAND SHALL BE WITH THE FAN SPEED AT MINIMUM AND THE CHILLED WATER CONTROL VALVE (CLG-VLV) POSITION MODULATING IN RESPONSE TO THE ZONE SETPOINT (ZN-T). OCCUPIED COOLING SETPOINT SHALL BE 74F (ADJ).

UNOCCUPIED COOLING MODE: SUPPLY FAN SHALL SHALL RUN AT 60% OF MAX SPEED AND THE OUTSIDE AIR DAMPERS SHALL CLOSE (UNLESS ECONOMIZER IS ENABLED) WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING SETPOINT OF 78F (ADJ). THE CHILLED WATER CONTROL VALVE SHALL MODULATE IN RESPONSE TO THE ZONE SETPOINT. WHEN THE SPACE TEMPERTURE DROPS 2F BELOW THE UNOCCUPIED COOLING SET POINT, THE SUPPLY FAN SHALL BE DISABLED.

OCCUPIED HEATING MODE: SUPPLY FAN SHALL START AT FULL HEATING DEMAND WITH OUTDOOR AIR DAMPER OPEN AT MINIMUM POSITION AND FAN AT MAX SPEED. DECREASES IN HEATING DEMAND SHALL BE WITH THE FAN AT MAX SPEED AND THE PREHEAT COIL (PH-VLV) MODULATING IN RESPONSE TO THE ZONE SETPOINT. DISCHARGE AIR TEMPERATURE SHALL NOT EXCEED 95F. OCCUPIED HEATING SETPOINT SHALL BE 70F (ADJ).

UNOCCUPIED HEATING MODE: SUPPLY FAN SHALL RUN AT 60% OF MAX SPEED WITH THE OUTSIDE AIR DAMPERS CLOSED WHEN THE SPACE TEMPERATURE DROPS BELOW THE UNOCCUPIED HEATING SETPOINT OF 64F (ADJ). THE PREHEAT COIL CONTROL VALVE SHALL MODULATE IN RESPONSE TO THE ZONE SETPOINT. WHEN THE SPACE TEMPERTURE RISES 2F ABOVE THE UNOCCUPIED HEATING SET POINT, THE SUPPLY FAN SHALL BE DISABLED.

ZONE HUMIDITY CONTROL: IF THE ZONE HUMIDITY (ZN-H) RISES ABOVE SETPOINT, THE SUPPLY FAN SHALL RUN AT 50% OF MAX SPEED, THE COOLING COIL VALVE WILL BE COMMANDED OPEN AND THE REHEAT VALVE (RH-VLV) SHALL MODULATE TO MAINTAIN THE ZONE TEMPERATURE. A DIFFERENTIAL WILL PREVENT THE UNIT FROM CYCLING BETWEEN THIS MODE.

ENTHALPY SWITCHOVER: WHEN THE SHARED OUTSIDE AIR ENTHALPY (OA-T, OA-H) IS BELOW THE RETURN AIR ENTHALPY (RA-T, RA-H), THE ECONOMIZER WILL BE ENABLED. WHEN THE SHARED OUTSIDE AIR ENTHALPY RISES ABOVE THE RETURN AIR ENTHALPY, THE ECONOMIZER WILL BE DISABLED.

ZONE CARBON DIOXIDE CONTROL: WHEN THE ZONE CARBON DIOXIDE LEVEL (ZN-CO2) EXCEEDS THE SETPOINT OF 1000PPM, THE MIXED AIR DAMPERS SHALL BRING IN MORE OUTSIDE AIR SUBJECT TO A MIXED AIR TEMPERATURE (MA-T) LOW LIMIT AND HIGH LIMIT EQUAL TO ENTERING AIR TEMPERATURES NOTED ON THE MECHANICAL SCHEDULE (M-601). LOW LIMIT SHALL BE EQUAL TO THE ENTERING AIR TEMPERATURE FOR THE PRHEAT COIL AND THE HIGH LIMIT SHALL BE THE ENTERING AIR TEMPERATURE FOR THE COOLING COIL. OUTSIDE AIR DAMPER SHALL BE CAPABLE OF CLOSING IF CO2 LEVELS ARE BELOW 900PPM. A DIFFERENTIAL SHALL BE PUT IN PLACE TO PREVENT CYCLING OF DAMPERS IN THIS MODE.

MORNING WARM-UP: A MORNING WARMUP CYCLE SHALL BE IMPLEMENTED, UPON TRANSITION FROM UNOCCUPIED TO OCCUPIED MODE. FANS TURN ON, OUTSIDE AIR DAMPER REMAINS CLOSED, RETURN AIR DAMPER REMAINS OPEN, PREHEAT VALVE IS DRIVEN FULLY OPEN SUBJECT TO A HIGH LIMIT DISCHARGE OF 90F (ADJ) AND COOLING VALVE IS FULLY CLOSED. UNIT REMAINS IN THIS MODE UNTIL THE RETURN AIR TEMPERATURE (RA-T) REACHES THE MORNING WARMUP CYCLE TERMINATION SETPOINT OF 70F (ADJ). UPON REACHING THIS SETPOINT, THE AIR HANDLING UNIT ENTERS ITS NORMAL OCCUPIED MODE OF OPERATION (ZONE TEMPERATURE CONTROL).

SAFETY: ALL OF THE SAFETY DEVICES ARE MANUAL RESET; THE DEVICE THAT HAS TRIPPED MUST BE MANUALLY RESET BEFORE RESTARTING THE AIR HANDLING UNIT. THE SUPPLY FAN WILL BE SHUTDOWN WHEN ANY OF THE FOLLOWING OCCUR:-IF A TEMPERATURE LOW LIMIT (LT-ALM) SWITCH SENSES A TEMPERATURE BELOW SETPOINT. LOW LIMIT TO BE LOCATED ON THE DISCHARGE SIDE OF THE PREHEAT COIL.-IF A FIRE ALARM (DA-SD, RA-SD) SHUTDOWN CONTACT IS PROVIDED

SHUTDOWN: WHEN THE UNIT IS SHUTDOWN BY EITHER A STOP COMMAND OR SYSTEM SAFETY THE UNIT WILL BE SET AS FOLLOWS:SUPPLY FAN WILL BE OFFOUTSIDE AIR DAMPER WILL CLOSERETURN AIR DAMPER WILL OPENCOOLING VALVE WILL CLOSEPREHEAT AND REHEAT VALVES WILL OPEN


BINARY INPUTS SUPPLY FAN STATUS (SF-S) SMOKE DETECTORS (DA-SD, RA-SD)LOW LIMIT (LT-ALM)

BINARY OUTPUTS SUPPLY FAN START/STOP (SF-C)

ANALOG INPUTSOUTSIDE AIR TEMPERATURE (OA-T, MAY BE BROADCAST)OUTSIDE AIR HUMIDITY (OA-H, MAY BE BROADCAST)ZONE TEMPERATURE (ZN-T)ZONE HUMIDITY (ZN-H)ZONE CARBON DIOXIDE (ZN-CO2)MIXED AIR TEMPERATURE (MA-T)RETURN AIR TEMPERATURE (RA-T)RETURN AIR HUMIDITY (RA-H)PREHEAT COIL DISCHARGE AIR TEMPERATURE (PH-T)COOLING COIL DISCHARGE AIR TEMPERATURE (CC-T)DISCHARGE TEMPERATURE (DA-T)

ANALOG OUTPUTS SUPPLY FAN SPEED (SF-O) OUTDOOR AIR DAMPER (OA-DPR)RETURN AIR DAMPER (RA-DPR)PREHEAT COIL VALVE (PH-VLV)COOLING COIL VALVE (CC-VLV)REHEAT COIL VALVE (RH-VLV)

CALCULATED (SHOWN ON GRAPHICS)OUTSIDE AND RETURN AIR ENTHALPY

MAY BE BROADCAST

AO

PH-VLV

AI

CC-TAIAIAI

ZN-T, ZN-H,ZN-CO2

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TEMPERATURE CONTROLSCHEMATICS

M-703

Designer Author



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RTU-1 thru 5, 10, 11

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RTU-6 thru 9

# Revision Date

A5 Addendum #5 11.16.2018

RETURN

SUPPLY

H

W

RETURN

SUPPLY

H

W

RETURN

SUPPLY

C

W

DISCHARGE AIRFROM AHU

AI

SA-T

AI

ZN-T

W/STPT ADJ.& OCC/UNOCCOVERRIDE.

DPR-O

AI

SA-CFM

4

1

NOTES FOR VAV BOXES

1. 24 VOLT POWER TO VAV BOXES BY TEMPERATURE CONTROL CONTRACTOR. USE POWER SUPPLY EQUAL TO FUNCTIONAL DEVICES PSH500A OR PSH300A AS APPLICABLE. 120 VOLT POWER TO POWER SUPPLIES BY DIV. 26. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF (2) POWER FEEDS PROVIDED FOR VAV CONTROLS, (1) FOR UNIT A & (1) FOR UNIT E.

2. TCC SHALL LOAD POWER SUPPLIES AS REQUIRED TO PROPERLY SERVE CONTROLS ON VAV BOXES. PROVIDE NUMBER REQUIRED. TCC SHALL PROVIDE FUSE PROTECTION AS REQUIRED FOR CONTROLS.

3. VAV CONTROLLER/ACTUATOR FURNISHED BY TCC TO VAV BOX MANUFACTURER FOR FACTORY INSTALLATION AND WIRING.

4. FURNISHED BY TCC, INSTALLED BY THE DIV. 23 CONTRACTOR.

VAV BOX WITH REHEAT SEQUENCE OF OPERATION

DISCHARGE AIR TEMPERATURE SENSOR: TCC SHALL PROVIDE A SUPPLY AIR TEMPERATURE SENSOR (SA-T) FOR MONITORING PURPOSES AND TO LIMIT THE DISCHARGE AT 95F (ADJ).

OCCUPIED MODE: WHEN THE ZONE TEMPERATURE (ZN-T) IS BETWEEN THE HEATING AND COOLING SETPOINTS, THE PRIMARY AIR DAMPER (DPR-0) WILL BE AT THE MINIMUM CFM (SA-CFM) AND THE REHEAT VALVE (RH-VLV) SHALL BE FULLY CLOSED. ON A RISE IN ZONE TEMPERATURE ABOVE THE COOLING SETPOINT, THE PRIMARY AIR DAMPER SHALL INCREASE THE CFM AND THE REHEAT VALVE SHALL REMAIN FULLY CLOSED. ON A DROP IN TEMPERATURE BELOW THE HEATING SETPOINT, THE REHEAT VALVE SHALL MODULATE OPEN AND THE PRIMARY AIR DAMPER SHALL MAINTAIN MINIMUM CFM. SPACE SENSORS SHALL HAVE SETPOINT ADJUSTMENT AND UNOCCUPIED CYCLE OVERRIDE (SOFTWARE SELECTABLE AS DETERMINED BY THE OWNER).

UNOCCUPIED (NIGHT SETBACK) MODE: WHEN IN THE UNOCCUPIED MODE, THE VAV BOX SEQUENCE SHALL BE THE SAME AS THE ABOVE OCCUPIED SEQUENCE. UNOCCUPIED HEATING SETPOINT SHALL BE 55F AND THE COOLING SETPOINT SHALL BE 85F. WHEN ANY TWO VAV BOXES REACH EITHER THEIR HEATING OR COOLING SETPOINT, THE AIR HANDLING UNIT SHALL START AND RUN TO MAINTAIN THE UNOCCUPIED SETPOINT. PROVIDE DIFFERENTIAL TO PREVENT SHORT CYCLING OF AHU.

VAVPOWERSUPPLY

SUPPLY AIRTO SPACE

AO

HTG-VLV

3

AO

HTG-VLV

AI

DA-TAIAI

ZN-TZN-H

FAN COIL UNIT SEQUENCE OF OPERATION

SUPPLY FAN START/STOP: THE SUPPLY FAN (SF-C) WILL BE STARTED ACCORDING TO THE OWNER-DEFINED SCHEDULE. IF THE SUPPLY FAN STATUS (SF-S) DOES NOT MATCH THE COMMANDED VALUE, AN ALARM WILL BE GENERATED. WHEN THE SUPPLY FAN STATUS INDICATES THE FAN STARTED, THE CONTROL SEQUENCE WILL BE ENABLED.

ZONE CONTROL: THE COOLING VALVE (CLG-VLV) AND HEATING VALVE (HTG-VLV) WILL MODULATE IN SEQUENCE TO MAINTAIN THE ZONE TEMPERATURE (ZN-T) AT SETPOINT.

ZONE HUMIDITY CONTROL: WHEN THE ZONE HUMIDITY (ZN-H) RISES ABOVE SETPOINT, THE COOLING VALVE WILL BE COMMANDED 50% OPEN AND THE HEATING VALVE WILL MODULATE TO MAINTAIN ZONE TEMPERATURE. A DIFFERENTIAL PREVENTS THE UNIT FROM CYCLING IN THIS MODE.

NIGHT SETBACK/NIGHT SETUP: WHEN IN “UNOCCUPIED” MODE, THE UNIT WILL CYCLE AS NECESSARY TO MAINTAIN THE NIGHT SETBACK ZONE TEMPERATURE AT SETPOINT. A DIFFERENTIAL PREVENTS THE UNIT FROM CYCLING EXCESSIVELY.

SHUTDOWN:WHEN THE UNIT IS SHUTDOWN BY EITHER A STOP COMMAND OR SYSTEM SAFETY THE UNIT WILL BE SET AS FOLLOWS:

SUPPLY FAN WILL BE OFFCOOLING VALVE WILL CLOSEHEATING VALVE WILL MODULATE TO MAINTAIN THE DISCHARGE SENSOR AT 60F (ADJ)


BINARY INPUTS:SUPPLY FAN STATUS (SF-S)

BINARY OUTPUTS:SUPPLY FAN START/STOP (SF-C)

ANALOG INPUTS:DISCHARGE TEMPERATURE (DA-T)ZONE TEMPERATURE (ZN-T)ZONE HUMIDITY (ZN-H)

ANALOG OUTPUTS:HEATING COIL CONTROL (HTG-VLV)COOING COIL CONTROL (CLG-VLV)

AO

CLG-VLV

BOSF-C

BISF-S

TEMPERATURE CONROL MISCELLANEOUS SCOPE OF WORK

EXHAUST FAN CONTROL: THE EXHAUST FANS (EF-C) SHALL BE STARTED ACCORDING TO THE OWNER-DEFINED SCHEDULE. IF THE EXHAUST FAN STATUS (EF-S) DOES NOT MATCH THE COMMANDED VALUE, AN ALARM SHALL BE GENERATED.

IT ROOMS: FURNISH AND INSTALL A TEMPERATURE SENSOR FOR MONITORING PURPOSES. IF THE ZONE TEMPERATURE EXCEEDS 78F (ADJ), AN ALARM SHALL BE GENERATED. SENSORS SHALL BE LOCATED IN A006A, B005A, D002C, D022A, F103B, F104A AND G104B

CABINET HEATERS: FURNISH AND INSTALL A LINE VOLTAGE THERMOSTAT TO CYCLE THE FAN AND OPEN A 2-POSITION HEATING VALVE WHEN THE SPACE SETPOINT DROPS BELOW 68F (ADJ)

EXTERIOR LIGHTING CONTROL: FURNISH AND INSTALL A PHOTOCELL TO ENABLE THE OUTDOOR LIGHTING. THERE ARE (3) LIGHTING CONTACTORS THAT WILL REQUIRE A BINARY OUTPUT AND ASSOCIATED RELAY. CONTACTORS ARE LOCATED IN ELECTRICAL A004D, D114B AND F003A. OUTDOOR LIGHTING SHALL ALSO BE CAPABLE OF BEING ENABLED BASED ON AN OWNER-DEFINED TIME SCHEDULE.

A5

BIBI

REF-ALMn

REFRIGERANT MONITORING: REFRIGERANT MONITORING AS DESCRIBED BELOW SHALL BE FURNISHED AND INSTALLED BY THE TCC. PROVIDE A NEW SYSTEM TO SENSE 410A REFRIGERANT. ALL EQUIPMENT ASSOCIATED WITH A REFRIGERANT ALARM (START OR DISABLE) SHALL BE WIRED DIRECTLY FROM REFRIGERANT MONITORING SYSTEM TO THE CONTROLLED DEVICE (BOILERS, DOMESTIC WATER HEATERS, EXHAUST FAN, ETC.) AS CALLED OUT IN SEQUENCE. STATUS OF THE EXHAUST FAN AND BOTH ALARM LEVELS SHALL BE MONITORED BY THE BMS.

A LEVEL 1 ALARM (REF-ALM1) SHALL AUTOMATICALLY ILLUMINATE A STROBE LIGHT INSIDE THE EQUIPMENT ROOM TO ALERT THE BUILDING PERSONNEL. THE LEVEL 1 RELAY SHALL REMAIN "LATCHED" ON UNTIL MANUALLY RESET. IT SHALL ALSO AUTOMATICALLY START THE MECHANICAL SPACE VENTILATION BY OPENING THE LOW DAMPER (REF-DPR, FAIL POSITION NORMALLY OPEN) IN THE MECHANICAL ROOM AND ACTIVATING AN EXHAUST FAN (DIRECT-WIRED, NO BMS INTERFACE OTHER THAN STATUS). BMS SHALL NOTIFY THE APPROPRIATE MAINTENANCE PERSONNEL THAT A LEVEL 1 ALARM HAS OCCURRED (IE:

WARNING - REFRIGERANT MONITOR LEVEL 1 ALARM, OUTDOOR AIR IS NOW BEING DRAWN INTO THE EQUIPMENT ROOM).

A LEVEL 2 ALARM (REF-ALM2), IN ADDITION TO THE AFOREMENTIONED, SHALL AUTOMATICALLY SHUT DOWN THE BOILERS AND DOMESTIC WATER HEATERS THAT IS CONTAMINATED WITH REFRIGERANT, AND ACTIVATE WARNING LIGHTS AND HORNS ON THE EXTERIOR SIDE OF EVERY DOOR INTO THE EQUIPMENT ROOM, AND SOUND THE HORN INSIDE THE EQUIPMENT ROOM. THE BMS SHALL NOTIFY THE APPROPRIATE MAINTENANCE PERSONNEL THAT A LEVEL 2 ALARM HAS OCCURRED (IE:

EMERGENCY - REFRIGERANT MONITOR LEVEL 2 ALARM, OUTDOOR AIR IS NOW BEING DRAWN INTO THE EQUIPMENT ROOM,

BOILERS AND DOMESTIC WATER HEATERS ARE DISABLED).

WITH THE EXCEPTION OF A 15 MINUTE MECHANICAL CIRCUIT INTERRUPTION TIMER FOR THE EQUIPMENT ROOM HORN AND EXTERNAL INDICATORS, ALL ALARM STATUS AND AUTOMATIC ACTIONS SHALL BE MAINTAINED AND ALARM RESET SHALL BE INHIBITED UNTIL THE REFRIGERANT LEVELS ARE BELOW THE APPROPRIATE CONCENTRATION LEVELS. LEVEL 1 AND 2 ALARM ACTIONS SHALL RETURN TO NORMAL OPERATION WHEN THE REFRIGERANT CONCENTRATION DROPS BELOW PRESET LEVELS. THE BMS SHALL INDICATE A RETURN TO NORMAL OPERATION MESSAGE. THE MONITORING UNIT SHALL INDICATE LOCALLY A UNIT MALFUNCTION AND AIRFLOW LOSS ALARMS.

ENABLING OF THE EXHAUST FAN SHALL BE DIRECTLY WIRED TO REFRIGERANT MONITORING SYSTEM. ACCEPTABLE REFRIGERANT MONITORS ARE CHILLGARD, HALOGUARD AND TRANE. MINIMUM OF TWO SENSORS ARE REQUIRED, ONE TO COVER EACH CHILLER

(3) SETS OF HORN/STROBE SHALL BE FURNISHED AND INSTALLED BY TCC. TWO WILL BE LOCATED ON THE EXTERIOR DOORS ON THE SECOND FLOOR OF THE PENTHOUSE. THE OTHER SHALL BE LOCATED ON THE OUTSIDE OF THE FIRST FLOOR ENTRY DOOR FOR A004C.

HIGH DAMPER CONTROL: WHEN THE SPACE TEMPERATURE IN THE MECHANICAL ROOM IS ABOVE 78F (ADJ), THE MECHANICAL ROOM VENTILATION DAMPER (VA-DPR) SHALL OPEN AND THE EXHAUST FAN SHALL BE ENABLED. ENABLING OF EXHAUST FAN SHALL BE DONE IN PARALLEL WITH THE REFRIGERANT MONITOR.

BIEF-S

AO

REF-DPR

NO

AO

VA-DPR

NO

EXHAUST AIRMECH RM (HIGH)

MECH RM (LOW)

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TEMPERATURE CONTROLSCHEMATICS

M-704

Designer Author



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NOT TO SCALE6D

VAV BOX WITH REHEAT

NOT TO SCALE2D

FAN COIL UNITS

1/8" = 1'-0"6B

REFRIGERANT MONITORING

# Revision Date

A5 Addendum #5 11.16.2018

J

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1HA1-3LC-A1

1HA1-5LC-A1

DS-S1

1LD3-49

DS-S2

1LB2-63

1LF4-43

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ELECTRICAL SITE PLAN

ES102

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ELECTRICAL SITE PLAN - NEW WORK

SITE PLAN NOTES

# NOTES1 EXISTING PRIMARY TO BE REWORKED BY IP&L TO FEED NEW AND EXISTING

TRANSFORMER SIMULTANEOUSLY.

2 NEW GENERATOR LOCATION. SEE ONE-LINE DIAGRAM AND SHEET EP1C1 FORADDITIONAL INFORMATION.

3 EXISTING TRANSFORMER SHALL STAY IN SERVICE UNTIL ALL EXISTING POWERDISTRIBUTION HAS BEEN REPLACED. SEE ONE-LINE DIAGRAM FOR ADDITIONALINFORMATION.

4 NEW TRANSFORMER LOCATION. E.C. SHALL PROVIDE CONCRETE PAD.COORDINATE EXACT REQUIREMENTS WITH IP&L. SEE ONE-LINE DIAGRAM FORADDITIONAL INFORMATION.

5 120V CONNECTION FOR MOTORIZED GATE. CONDUCTORS SHALL BE ROUTED IN1"C.

6 DISCONNECT INDICATED FOR SIGN. COORDINATE EXACT LOCATION WITH CIVILDRAWINGS. COORDINATE EXACT REQUIREMENTS WITH SIGN MANUFACTURER.

7 PROVIDE 6" CONCRETE BASE FOR SITE POLES INDICATED. ALL OTHER POLESSHALL HAVE 42" CONCRETE BASES. SEE BASE DETAILS ON SHEET E-502 FORADDITIONAL INFORMATION.

8 POST INDICATOR VALVE. PROVIDE 1"C MINIMUM FOR UNDERGROUND CONDUIT.CONNECT TO FACP.

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

GENERAL SITE NOTES

# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.

B ONLY PEDESTRIAN POLES TYPE 'S6' SHALL HAVE A 6" BASE. SEE DETAIL 1D/E-502FOR ADDITIONAL INFORMATION.

C ALL SITE POLE CIRCUITS SHALL HAVE MINIMUM #10 CONDUCTORS IN 1"C.

D CONTACT LINDA LOHMILLER FOR ALL UTILITY COORDINATE QUESTIONS. SHE CANBE REACHED AT 317-261-5274 OR [email protected].

E E.C. SHALL INCLUDE ALL FEES REQUIRED IN BID FOR NEW ELECTRICAL SERVICEAND MODIFICATIONS.

SF

SF

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J J

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B1 B2 BLP-1BPP-2

2

KLP-3

3

1

1

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1

1

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1

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3

4

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5

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FIRST FLOORDEMOLTION PLAN - UNIT

F

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DEMOLITION PLAN NOTES

# NOTES1 MAINTAIN BACK BOX FOR NEW DEVICE.

2 RELOCATE EXISTING FIRE ALARM CONTROL PANEL. SEE SHEET EP1A1 FOR NEWLOCATION. EXISTING DEVICES ON LATER PHASES SHALL REMAIN CONNECTED.EXTEND WIRING AND CONDUIT AS REQUIRED. REMOVE WHEN ALL PHASES ARECOMPLETE.

3 REMOVED PANELBOARD INDICATED. MAINTAIN BRANCH CIRCUITS AND CONDUITFOR RECONNECTION TO NEW PANELBOARD.

4 CIRCUITS IN PANELBOARD INDICATED WILL BE CONSOLIDATED INTOPANELBOARD '1LK1'.

5 COORDINATE WHAT EQUIPMENT IS RELOCATED AND REMOVED WITHALTERNATES.

6 MAINTAIN EXISTING LIGHTING CIRCUIT FOR RECONNECTION TO NEW LIGHTFIXTURES.

7 REMOVE PANELBOARD INDICATED LEAVING EXISTING TUB. MAINTAIN BRANCHCIRCUITS AND CONDUIT FOR RECONNECTION TO NEW PANELBOARD.

8 LIGHTS AND DEVICES INDICATED ARE LOCATED IN THE LOWER LEVEL OF BOILERROOM.

9 IMMERSION HEATER TO BE RELOATED ALONG SAME WALL. SEE SHEET E-403 FORNEW LOCATION. MAINTAIN EXISTING CIRCUIT FOR RECONNECTION.

10 GARBAGE DISPOSAL TO BE RELOATED ALONG SAME WALL. SEE SHEET E-403 FORNEW LOCATION. MAINTAIN EXISTING CIRCUIT FOR RECONNECTION.

11 DISCONNECT DISHWASHER AND BOOSTER HEATER. MAINTAIN CIRCUIT FORRECONNECTION IN SAME LOCATION.

GENERAL DEMOLITION NOTES


B THIS DRAWING REPRESENTS INFORMATION OBTAINED FROM ORIGINALCONTRACT DRAWINGS AND FIELD SURVEY. VERIFY BY ON-SITE OBSERVATIONTHE EXTENT OF WORK PRIOR TO SUBMISSION OF BID.

C CONTRACT DOCUMENTS CONSIST OF BOTH PROJECT MANUAL AND DRAWINGSAND ARE MEANT TO BE COMPLEMENTARY. ANYTHING APPEARING ON EITHERMUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH.

D THOROUGHLY EXAMINE THE WORK OF OTHER CONTRACTORS AND PROPERLYINSTALL ALL WORK REQUIRED FOR THE PROJECT.

E THE OWNER HOLDS RIGHT OF FIRST REFUSAL FOR ALL DEMOLISHED ELECTRICALEQUIPMENT.

F ALL ELECTRICAL ITEMS SHOWN WITH LIGHT LINEWORK ARE EXISTING TO REMAIN.

G REMOVE ALL ELECTRICAL ITEMS SHOWN WITH BOLD/DASHED LINEWORKCOMPLETE.

H COORDINATE AND DISCONNECT ALL ARCHITECTURAL, MECHANICAL, ANDPLUMBING EQUIPMENT AS NOTED FOR REMOVAL BY OTHERS. REMOVE ALLASSOCIATED ELECTRICAL EQUIPMENT, RACEWAYS, CONDUCTORS, ETC. SERVINGTHE EQUIPMENT.

I PROVIDE ALL CUTTING AND PATCHING AS REQUIRED FOR THE REMOVAL OFEXISTING ELECTRICAL EQUIPMENT. REFER TO SPECIFICATIONS.

J PROVIDE A BLANK COVERPLATE FOR ALL EXISTING WALL OPENINGS WHEREELECTRICAL EQUIPMENT HAS BEEN REMOVED AND NOT REPLACED. IN AREASRECEIVING NEW WALL TREATMENTS, PATCH THE EXISTING OPENING.

K NUMBER BESIDE RECEPTACLE INDICATES QUANTITY IN VERTICAL RACEWAY.

1/8" = 1'-0"2A

FIRST FLOOR DEMOLITION PLAN - UNIT F

# Revision Date

A5 Addendum #5 11.16.2018

L31L31

L31

1LEQA1-14

1LEQA1-14

1LEQA1-14

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L25S L25 L25S L25 L25S L25

L25S

L261LEQA1-14

1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30

1HLSF1-8

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CRAWLSPACE LIGHTINGPLAN - UNIT B

EL1B0

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LIGHTING PLAN NOTES

# NOTES1 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.

2 LIGHTING CONTACTOR SHALL BE CONTROLLED BY THE BUILDING MANAGEMENTSYSTEM. SEE DETAIL 3D/E-603 AND CONTACTOR SCHEDULE ON SHEET E-604 FORADDITIONAL INFORMATION.

3 MOUNT FIXTURE TO MULLION DIRECTLY ABOVE DOOR. USE TYPE "UF' CABLEINSIDE MULLION.

4 MOUNT FIXTURES TO BOTTOM OF ENTRY PLATFORM.

5 ASSOCIATED THREE WAY SWITCH LOCATED AT ENTRY DOOR AT SECOND LEVELPLATFORM. SEE SHEET EL1F1 FOR LOCATION.

6 ASSOCIATED THREE WAY SWITCH LOCATED AT BASEMENT ENTRY DOOR. SEEDETAIL 5D/EL1A1 FOR LOCATION.

7 CONNECT FIXTURES TO CIRCUIT THAT WAS MAINTAINED DURING DEMOLITION.UNLESS NOTED OTHERWISE.

8 SWITCH INDICATED IS FOR BASEMENT LIGHTING CONTROL.

9 PROVIDE LOW VOLTAGE SINGLE GANG SWITCH DIMMER WITH 3 SELECTORBUTTONS AND UP/DOWN DIMMING.

10 MOUNT BOTTOM SIDE OF CROSS BEAM. USE PERLINS AND COLUMNS TO ROUTECONDUCTORS.

11 MOUNT CYLINDER SO THE BOTTOM OF FIXTURE IS LEVEL WITH CEILING.

12 LOCATE FIXTURE INDICATED ABOVE EXIT DOOR AT THE TOP OF THE STEPS.

GENERAL LIGHTING NOTES


1/8" = 1'-0"1A

CRAWLSPACE LIGHTING PLAN - UNIT B

# Revision Date

A5 Addendum #5 11.16.2018

c 3b

3a

L31L31

L31

1LEQA1-14

1LEQA1-14

1LEQA1-14

1

L25S

L261LEQA1-14

L25S L25 L25S L25

L25

1HDPF1-30

1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30 1HLSF1-8

c c b b b

a

X2

1HLSF1-8

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

8:5

0:1

9 A

M

C:\

_R

evitL

oca

l\2

017

-11

4.E

MS

_B

ldg

00

1_E

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018

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S_

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01

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2017-114.EMS

10.17.18

Bid Documents

CRAWLSPACE LIGHTINGPLAN - UNIT C

EL1C0

DLJ



20

17-1

14

.EM

S_

M.S

.D.

of

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SC

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OL_B

id D

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EL1

C0_

CR

AW

LS

PA

CE

LIG

HT

ING

PLA

N -

UN

IT C

1/8" = 1'-0"2A

CRAWLSPACE LIGHTING PLAN - UNIT C

LIGHTING PLAN NOTES















# Revision Date

A5 Addendum #5 11.16.2018

c 3b

3a

L25S L25L25L25SL25L25S

1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30

c c c c c c1HLSF1-8

X1

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

8:4

9:5

4 A

M

C:\

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2017-114.EMS

10.17.18

Bid Documents

CRAWLSPACE LIGHTINGPLAN - UNIT D

EL1D0

DLJ



20

17-1

14

.EM

S_

M.S

.D.

of

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OL_B

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EL1

D0_

CR

AW

LS

PA

CE

LIG

HT

ING

PLA

N -

UN

IT D

LIGHTING PLAN NOTES















1/8" = 1'-0"2A

CRAWLSPACE LIGHTING PLAN - UNIT D

# Revision Date

A5 Addendum #5 11.16.2018

3

3a

L25

L25L25S

L25

L25S

L25

L25S

1HLSF1-8

1HDPF1-30

1HLSF1-8

1HDPF1-30

1HLSF1-81HDPF1-30

1HDPF1-30a

aa

a

a

a

a

0LE1

1HLSF1-8 1HLSF1-8

X2X2

1HLSF1-8

X1

A5

A5

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

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18

8:5

0:1

1 A

M

C:\

_R

evitL

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1_E

_2

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S_

Bld

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2017-114.EMS

10.17.18

Bid Documents

CRAWLSPACE LIGHTINGPLAN - UNIT E

EL1E0

DLJ



20

17-1

14

.EM

S_

M.S

.D.

of

Wash

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ip_E

AS

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OO

D M

IDD

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SC

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OL_B

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EL1

E0_ C

RA

WLS

PA

CE

LIG

HT

ING

PL

AN

-U

NIT

E

LIGHTING PLAN NOTES















1/8" = 1'-0"2A

CRAWLSPACE LIGHTING PLAN - UNIT E

# Revision Date

A5 Addendum #5 11.16.2018

D

O2

O2

D

D

D

O1

O1

D

O1

D

O1

O2 O2 O2

O2

O2

D

O2

O1 O1

O2

O1

O1

O1

O1

O2

DD

O1

O1 O1

O1

O1

D

O2 O2

O1

O2 O2

LC

O2

D

O1

WORK ROOM

A105

AP OFFICE

A106

AP OFFICE

A108

SM CONFERENCE

A103

RECEPTION/ WELCOME CENTER

A101

LARGE CONFERENCE

A102

PRINCIPAL

A104

ELECTRICAL

A004D

MSB

T-3 T-1

T-2

1HA1 1LA1

1H

LS

A1

1L

LS

A1

1HEQA11LEQA1A

TS

-LS

OS3

3

3ATS-EQ

L1 L1

L1L1

L4

L4

L4 L4

L4 L4

L4L4

L4L4

L4 L4

L1L7

L1L1

L1

L1 L1 L1

ab

L29

L29

L29

L29

L44

L29

L29

L29

L29

L44

L44

L44b

b

b

b a b

b

b

b

EL1A1

4C

L2S L2 L2 L2S L2

L2 L2S

L2L2

3

3

L1

L1S

L1

BOOKSTORE/ TREASURER

A107

AP OFFICE

A109SECURITY OFFICE

A111

L1SL1 L1S

L1

L1

OS3

OS3

L10

L10

OS1

OS1

L1S

L1

STORAGE

A110

OS3

L24

L24 L24

X2X2

X2

X1

L2

L2 L2

L2

b a bb b aa b b b

L25 L25L25 L25

+9'-0" +9'-0" +9'-0"+9'-0"

L4 L4

L4 L4

L4 L4

L4L4

L4

L9

L4 L4

3

3

33

X1

1HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-101HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-10 1HDPB1-10

L1S L1 L1S

L1

L2SL2S

L2L2 L2

L2 L2

L2S L2

L2 L2

L2L7

L2S

L2S L2 L2

L2 L2

L2 L2

L2 L2S

L1

L23 L23

L23 L23

L23 L23

+9'-0" +9'-0"

+9'-0" +9'-0"

+9'-0" +9'-0"

L8S

L8

L8 L8

L2 L2 L2 L2

L2L2L2L2

L2 L2 L2 L2

L2L2L2L2

L2 L2

L2L2

L2

L2

L1 L2

L2

L19

L2S

L2 L2

L2 L2

L2

L11

X2

X2

1HA1-2

1HA1-2 1HA1-2

1HA1-2

1HA1-21HA1-2

1HA1-2 1HA1-2

1HA1-2

1HLSA1-13

1HLSA1-13 1HLSA1-13

1HLSA1-13

1HA1-2

1HA1-21HLSA1-13

1HA1-2

1HLSA1-13

X1

1HLSA1-13

1HLSA1-13 1HA1-2 1HLSA1-13

1HLSA1-13

1HA1-2

1HA1-2

1HA1-2

STORAGE

A114AGUIDANCE

A114

GUIDANCE

A113

PENTHOUSE ACCESS

A004C

CORRIDOR

A004

STAFF RR

A004A

STAFF RR

A004B

CORRIDOR

A003

THERAPIST

A112GUIDANCE

A115

PSYCHOLOGIST

A116

RECORDS VAULT

A117

WAITING

A119

L10 L10

L10L10

OS1OS1

OS1

1HA1-6

L11

1HA1-61HA1-6

L39

L40

L39

1HA1-2 1HA1-2

1HA1-21HA1-21HA1-2

1HA1-21HA1-2

1HA1-2

1HLSA1-13

1HA1-2

1HA1-21HLSA1-131HA1-21HLSA1-13

1HA1-2 1HA1-2

1HA1-2 1HA1-2 1HA1-2 1HA1-2

1HA1-21HA1-2

1HA1-2

1HA1-2 1HA1-2

1HA1-2

1HA1-2

1HA1-2

1HA1-2 1HA1-21HLSA1-13 1HA1-2

1HA1-21HA1-2

1HA1-2

1HA1-2 1HA1-2 1HA1-2

1HA1-21HA1-21HA1-61HA1-6

1HA1-6 1HA1-6

1HA1-61HA1-6

1HA1-6 1HA1-6

1HA1-61HA1-61HA1-6

1HLSA1-13 1HA1-6 1HA1-6

1HA1-61HA1-6

1HLSA1-13

1HA1-6

1HLSA1-131HLSA1-13

1HLSA1-13 1HLSA1-13

1HLSA1-13 1HLSA1-13

MDF

A006A

STORAGE/ LAUNDRY

A118A

CLINIC OFFICE/TREATMENT

A118B

CORRIDOR

A005

OS3 OS3 OS3 OS3

X1

1HA1-6 1HA1-6

1HA1-6 1HA1-6

1HA1-6 1HA1-6

1HA1-61HA1-6

1HA1-6

1HA1-6 1HA1-6

1HA1-6 1HA1-6 1HA1-6

1HA1-61HA1-6

1HLSA1-13 1HLSA1-13

1HLSA1-13

1HLSA1-13 1HLSA1-131HLSA1-13

T-1

1HLSA1-13

1HLSA1-13

1HLSA1-13 1HLSA1-13

1HLSA1-131HLSA1-13

1HA1-4 1HA1-4

1HLSA1-161HA1-4

1HA1-4 1HA1-4

1HA1-4

1HLSA1-161HLSA1-16 1HA1-4

1HA1-4 1HA1-4

1HA1-4

1HLSA1-16 1HA1-4

1HLSA1-16 1HA1-4

1HA1-4

1HA1-4

1HA1-4

1HLSA1-16 1HA1-4 1HA1-41HLSA1-16 1HA1-4 1HA1-4 1HLSA1-16 1HA1-4

1HA1-4 1HLSA1-16

1HA1-41HA1-4

1HLSA1-16

1HLSA1-16

1HA1-4

1HLSA1-16

1HA1-4

1HLSA1-16

1HLSA1-16

X1

X1

1HLSA1-16

CORRIDOR

A006

CORRIDOR

B006

X1

X1

1HA1-4 1HA1-4

1HLSA1-13

SOCIAL WORKER

A120

1HA1-6 1HA1-6

1HA1-61HA1-6 1HA1-6

3

1HLSA1-17

1HLSA1-17 1HLSA1-17

1HLSA1-13

1HLSA1-13

1HA1-2

1HLSA1-13

1HLSA1-13

X1

OS3

OS3

1HA1-4 1HA1-4 1HA1-4L37 L37 L37

L1

1HA1-2

LC-A1

1HLSA1-18

1HLSA1-18

1HLSA1-18LC-A1

LC-A1

LC-A1

2

L361HLSA1-18

LC-A1+8'-0"

3

a a

a

a

a

aaaaa

a

b b b

bb

b

b

b b

b

b

b b

bb

b

b b b

c c

c

c

c

c c

c c

c

EL1A1

6D

b b b

1HLSA1-13X1

1HA1-6 1HA1-6

1HA1-6 1HLSA1-13

L2 L2S

L2L2

1HLSA1-18

EL1A1

1CL48

LC-A1

L8

1HA1-6

CLINIC

A118

CLINIC RR

A118D

VESTIBULE

A001

L6 L6

L50

1HLSA1-18

LC-A1

CLINIC RR

A118D

STORAGE

A114A

1HA1-2

L51

1HA1-2

L51

1HA1-2

L51

+6'-0"

+6'-0"

+6'-0"

A51HA1-6

L51

1HA1-6

L51

1HA1-6

L51

+6'-0"

+6'-0"

+6'-0"

A51HLSA1-18

L48

LC-A1

PLA1

T-7

PHA1

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

1HLSA1-17

L25

L25

L25L25

L25

L25L25

L25

L25

L25

3 21

3

L26 L26 L26

L26

L26 L26 L26

L26 L26

L22 L22

+15'-0" +15'-0" +15'-0"

+15'-0"

+15'-0" +15'-0" +15'-0"

+15'-0" +15'-0"

1HLSF1-7 1HLSF1-7 1HLSF1-7

1HLSF1-7

1HLSF1-7 1HLSF1-7 1HLSF1-7

1HLSF1-7 1HLSF1-7

4

5

L39

L40

L39

1HLSA1-18

1HLSA1-18

1HLSA1-18LC-A1

LC-A1

LC-A1

3

1HLSA1-18

L48

LC-A1

10

TYP.

10

TYP.

1HLSA1-18

L48

LC-A11HLSA1-18

L48

LC-A11HLSA1-18

L48

LC-A11HLSA1-18

L48

LC-A11HLSA1-18

L48

LC-A11HLSA1-18

L48

LC-A1

1HLSA1-18

L48

LC-A1

1HLSA1-18

L48

LC-A1

A5

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

8:4

8:5

2 A

M

C:\

_R

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S_

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR LIGHTINGPLAN - UNIT A

EL1A1

DLJ



20

17-1

14

.EM

S_

M.S

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of

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D M

IDD

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SC

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OL_B

id D

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EL1

A1_

FIR

ST

FL

OO

R L

IGH

TIN

G P

LA

N -

UN

IT A

LIGHTING PLAN NOTES















1/8" = 1'-0"1A

FIRST FLOOR LIGHTING PLAN - UNIT A

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

PENTHOUSE LIGHTING PLAN

1/8" = 1'-0"6D

BOILER ROOM LIGHTING PLAN

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

1/8" = 1'-0"1C

CANOPY LIGHTING

A5

H H

V

H

V V V

V

V

VV

V

SF

V

V

V

V

V

H

V

H

H H HH

SF

SF

SF

SF

M

GFCI

JJ

JJ

H M

J J

SF

GFCI

V

J

FS

FS

TS

TS

VV

GFCI/WP

GFCI/WP

VV

H

1LB2

1LB1

1LDPB1

1HDPB1

SCIENCE

B111

SCIENCE STORAGE

B111A

SCIENCE

B110

INDIVIDUALS & SOCIETIES

B109

LAL

B108

INTERVENTION

B107

CORRIDOR

B002

RESOURCE

B112

STAFF THINK TANK

B112A

STAFF FOCUS

B112BRR

B002C

ELEC.

B002A

WOMENS RR

B004A

MENS RR

B004B

WOMENS RR

B004A CORRIDOR

B004 LGI

B113

CORRIDOR

B005

POD WK RM

B112C TR

B005A

MATH

B106

EAST STAIR

ST3

STORAGE

ST3A

LAL

B104

ISS

B102

CORRIDOR

B006READING

B101

STORAGE

B001A

CUSTODIAL

B004C

1

12

1LB1-17

1LB1-12 1LB1-13 1LB1-14 1LB1-15

1LB1-16

1LB1-16

1LB1-451LB1-10

1LB1-11

1LB1-9

1LB1-9 1LB1-8 1LB1-7

1LB1-21

1LB1-37

1LB1-371LB1-38

1LB1-22 1LB1-23 1LB1-24 1LB1-25

1LB1-18

1LB1-27

1LB1-28

1LB1-181LB1-191LB1-20

1LB1-29

1LB1-29

1LB1-491LB1-29

1LB1-30

1LB1-29

1LB1-30

1LB1-311LB1-301LB1-30 1LB1-34

1LB1-34

1LB1-33

1LB1-33

1LB1-331LB1-50

1LB1-34

1LB1-53

1LB1-36 1LB1-34

1LB1-361LB1-34

1LB1-37

1LB1-26

11

12

E-401

2C

1LB1-47

1LB1-21

GFCI GFCI

1LB1-31

GFCI GFCI

GFCI GFCI

GFCI

GFCI

GFCI

GFCI

ELECTRICAL

B111B

T-5

DS-B13

1LB2-38

DS-B14 DS-B15

FCU-74

1LB2-401LB2-41

DS-B17DS-B161LB2-42

1LB1-461LB1-39

1LB1-39

1LB1-43

1LB1-43

1LB1-43

1LB1-35

1LB1-35

1LB1-42

1LB1-42

1LB1-42

1L

B1

-35

1LB1-39

1LB1-40

1LB1-48

1LB1-51

1LB1-401LB2-16

1LB2-16

1LB2-16

1LB2-16

1LB2-16

1LB2-16

DS-B7

2

2

11

11 11

11

11

11

11

11

11

13

13

1LB1-48

1LB1-41

22

1LB2-24

1LB2-23

1LB2-23

1LB2-23

1LB2-25

1LB2-25

1LB2-24

1LB2-24

FCU-75

FC

U-6

8

22

DS-B6

1LB2-15


B103

DS-B5

1LB2-28

1LB2-28

1LB2-28

1LB2-27

1LB2-26

1LB2-271LB2-26

1LB2-601LB2-26

11

1LB2-29 1LB2-29

1LB2-25

1LB2-29

1LB2-29

1LB2-29

DS-B4

DS-B3

1LB2-47

1LA1-5

1LB2-171LB2-17

1LB2-21

1LB2-20

1LB2-17

1LB2-17

1LB2-17

1LB2-18

1LB2-19

1LB2-48

1LB2-15

GFCI

DS-B2

11

221LB2-30

1LB2-30

1LB2-32

1LB2-32

1LB2-32

1LB2-311LB2-31

1LB2-31

1LB2-31

22

1LB2-3

1LB2-2 1LB2-2

1LB2-2

1LB2-2

1LB2-61

1LB2-11LB2-1

1LB2-3

1LB2-3

1LB

2-8

1LB2-14

GD

1LB2-6

1LB2-5

1LB2-5

DS-B12

DS-B11

1LB2-12

1LB2-4

1LB2-12

1LB2-13

DS-B9

1LB2-15

1LB2-15

1LB2-15

1LB2-22

1LB2-54

1LB2-54

1LB2-22

22

221LB1-31

1LB1-3622

221LB1-21

1LB2-141LB2-141LB2-14

U

U

E-401

4B

1LB2-53

DS-B10

DS-B18

DS-B8

221LB1-16

22

1LB1-42

3838

3838

38

1LB1-41

1LB1-41

3822

22

1LB1-48

38

38

1LB2-58

38

1LB2-27

1LB2-30

1LB2-32

38

1L

B2

-57

1LB2-1

38

2LEQC1-11

41

ELEV

C000

1LB2-26

1LB1-161LB1-21

1LB1-40

MATH

B105

13

GFCI1LB2-14

GFCI

1LB1-57

1LB1-57

RR

B002D

1LB2-131LB2-13

1LB

2-7

1LB

2-7

1LB2-36

GF

CI

GF

CI

FCU-16

1LB2-4

1LB2-4

1LB2-4

1LB2-4

FCU-1

1LB2-37

FCU-5

FCU-4FCU-3

1LB2-39

FCU-2

1LB2-51

FCU-15

1LB2-52

1LB2-53

FCU-171LB2-43

FCU-6

1LB2-44

FCU-7

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Project No.

Project Date

Produced



KEY PLAN

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR POWERPLAN - UNIT B

EP1B1

DLJ



20

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POWER PLAN NOTES

# NOTES56 PROVIDE CIRCUIT ABOVE CEILING FOR FUTURE PROJECTOR. COORDINATE

EXACT LOCATION WITH TELECOMMUNICATIONS CONTRACTOR.

57 STAGE MANAGERS PANEL. COORDINATE ALL CONNECTIONS WITH THEATRICALLIGHTING CONSULTANT PROVIDED RISER. VERIFY EXACT LOCATION WITH OWNERPRIOR TO ROUGH-IN.

58 CONTROL CONSOLE. COORDINATE ALL CONNECTIONS WITH THEATRICALLIGHTING CONSULTANT PROVIDED RISER. VERIFY EXACT LOCATION WITH OWNERPRIOR TO ROUGH-IN.

59 VFD FURNISHED BY DIVISION 23, INSTALLED BY DIVISION 26.

60 ROUTE HOT CONDUCTOR THROUGH WATER HEATER CONTROL PANEL AHEAD OFMOTOR STARTER. SEE MANUFACTURER WIRING DIAGRAM FOR EXACTREQUIREMENTS.

61 FIRE ALARM ADDRESSABLE RELAYS, ONE FOR THE P.A. SYSTEM THE SECONDFOR ACCESS CONTROL. COORDINATE EXACT REQUIREMENTS WITH ASSOCIATEDCONTRACTORS.

62 CONNECT ELECTRONIC METERING TO BMS SYSTEM.

63 12"X12"-6" JUNCTION BOX FOR MOTORIZED BLEACHERS. INSTALL BOX AT 5'-0"A.F.F. TO C.L. INSTALL IN LOCATION AS RECOMMENDED BY BLEACHERMANUFACTURER. CONTACTORS AND CONTROLLERS ARE PROVIDED, INSTALLEDAND WIRED BY MANUFACTURER. INSTALL (1) 3/4"C BETWEEN BOX AND ADJACENTDISCONNECT SWITCH. CONNECT COMPLETE.

64 120V CONNECTION FOR MOTORIZED SHADES.

65 SAW CUT TO PROVIDE POWER AND DATA TO RECEPTION DESK.

66 120V CONNECTION FOR TIME CLOCK. COORDINATE EXACT LOCATION PRIOR TOROUGH-IN.

67 RECEPTACLE FOR METAL DETECTOR. COORDIANTE EXACT LOCATION WITHOWNER PRIOR TO ROUGH-IN.

68 120V CONNECTION FOR LIFE SKILLS ALARM HORN.

69 PROVIDE ACOUSTICAL PUTTY FOR DEVICE INDICATED.

70 COORDINATE LOCATION OF CEILING RECEPTACLES WITH OWNER PRIOR TOROUGH-IN.

71 QUAD RECEPTACLES INDICATED SHALL BE MOUNTED TO PIP GRID. COORDINATEEXACT LOCATION WITH OWNER.

72 PROVIDE CONCRETE ENCASED DUCT BANK FOR ALL GENERATOR CONDUIT. SEEDETAIL 5A/E-502 FOR ADDITIONAL INFORMATION.

73 PROVIDE CONCRETE ENCASED DUCT BANK FOR SERVICE ENTRANCE FEEDERS.SEE DETAIL 3D/E-502 FOR ADDITIONAL INFORMATION.

74 PROVIDE (1) SMOKE DETECTOR, (1) HORN/STROBE AND (1) STROBE IN UNDERSTAGE STORAGE.

75 120V CONNECTION FOR FIRE ALARM CONTROL PANEL.

POWER PLAN NOTES

# NOTES35 BOILER EPO, SEE SHEMATIC 5A/E-603 FOR ADDITIONAL INFORMATION.

36 ROOF MOUNTED RECEPTACLE, SEE DETAIL 5C/E-501.

37 120V CONNECTION FOR PLUMBING FIXTURE SENSORS.

38 DUPLEX FOR CHARGING CART.

39 RACK MOUNTED RECEPTACLES. COORDINATE EXACT LOCATION WITHTELECOMMUNICATIONS CONTRACTOR.

40 RECEPTACLE FOR ACCESS CONTROL PANEL. COORDINATE EXACT LOCATIONWITH ACCESS CONTROL CONTRACTOR.

41 120V CONNECTION FOR DOOR POWER SUPPLY.

42 DUCT DETECTOR(S) INDICATED ARE ASSOCIATED WITH ROOF TOP MECHANICALEQUIPMENT LISTED ADJACENT PLAN NOTE.

43 EXISTING ELEVATOR DISCONNECTS. CONNECT TO NEW CIRCUITS INDICATED.

44 VERIFY NEMA TYPE AND LOCATION PRIOR TO ROUGH-IN.

45 208V CONNECTION FOR STACKABLE WASHER AND DRYER. COORDINATE EXACTREQUIRMENTS WITH MANUFACTUERERS INSTALLATION GUIDELINES.

47 MOUNT OVERHEAD DOOR DISCONNECT AT MOTOR. PROVIDE WIRING TOCONTROLLER. COORDIANTE EXACT REQUIREMENTS WITH MANUFACTURER'SINSTALLATION GUIDELINES.

48 MICROWAVE LOCATED ON LOWER SHELF. COORDINATE ELEVATION ANDLOCATION WITH CASEWORK.

49 FIRE ALARM ANNUNCIATOR PANEL WITH NOTIFIER FIRST VISION WEB BASEDINTERACTIVE TOUCH SCREEN DISPLAY. SEE SPECIFICATIONS FOR ADDITIONALINFORMATION.

50 120V CONNECTION FOR TEMPERATURE CONTROL PANEL.

51 RELAY PANEL WITH (24) 1P RELAYS. COORDINATE ALL CONNECTIONS WITHTHEATRICAL LIGHTING CONSULTANT PROVIDED RISER.

52 DIN28 DMX WALL MOUNTED 14X14 ENCLOSURE. COORDINATE ALL CONNECTIONSWITH THEATRICAL LIGHTING CONSULTANT PROVIDED RISER.

53 PIPE MOUNTED QUAD AT ELECTRIC. COORDINATE ALL CONNECTIONS WITHTHEATRICAL LIGHTING CONSULTANT PROVIDED RISER.

54 ONE BUTTON ENTRY STATION. COORDINATE ALL CONNECTIONS WITHTHEATRICAL LIGHTING CONSULTANT PROVIDED RISER. VERIFY EXACT LOCATIONWITH OWNER PRIOR TO ROUGH-IN.

55 STAGE WALL BOX. COORDINATE ALL CONNECTIONS WITH THEATRICAL LIGHTINGCONSULTANT PROVIDED RISER. VERIFY EXACT LOCATION WITH OWNER PRIORTO ROUGH-IN.

POWER PLAN NOTES

# NOTES17 PROVIDE SINGLE CHANNEL RACEWAY. SEE SPECIFICATIONS FOR EXACT

REQUIREMENTS.

18 PROVIDE DUAL CHANNEL RACEWAY. SEE SPECIFICATIONS FOR EXACTREQUIREMENTS.

19 PROVIDE (4) CIRCUITS FROM EXISTING PANELBOARD PLP-1 TO LGI EAST WALLFOR TEMPORARY CLASSROOMS (PROVIDE SPARE BREAKERS AS REQUIRED). SEEPLAN NOTE 20 IN DETAIL 2A/EP1C1 FOR EXACT LOCATION (ROOMS C101 & C102).CIRCUITS TO BE RECONNECTED TO NEW PANELBOARD '22P1' DURING PHASE 1.

20 PROVIDE SINGLE CHANNEL RACEWAY TO (2) DUPLEX RECEPTACLES FORTEMPORARY CLASSROOM. EACH DUPLEX RECEPTACLE SHALL GET A DEDICATEDCIRCUIT FROM PANELBOARD PLP-1. RUNNING THESE CIRCUITS SHALL TAKEPRIORITY OVER OTHER PHASE 1 WORK TO GET CLASSROOMS OPERABLE. THESERECEPTACLES SHALL BE REMOVED DURING PHASE 3A. SEE DETAIL 1A/EP1C1FOR MEZZANINE PANELBOARD LOCATION.

21 THREE POLE SWITCH INDICATED TO CONTROL PENTAHOUS ACCESS A004CLIGHTS.

22 MOUNT RECEPTACLE INDICATED AT 46" DIRECTLY ABOVE ADJACENTRECEPTACLE. SEE DETAIL 2/T401 FOR DATA AND POWER LAYOUT.

23 OUTDOOR UNIT POWERS INDOOR UNIT MSI-1.

24 INDOOR UNIT IS POWERED FROM OUTDOOR UNIT LOCATED ON ROOF. SEE ROOFPOWER PLANS FOR ADDITIONAL INFORMATION.

25 TO KILN EXHAUST HOOD SPEED CONTROLLER.

26 KILN HOOD CONNECTION UP TO EF-13. KILN HOOD CONTROLLER BYMANUFACTURER.

27 120V CONNECTION FOR WHEEL CHAIR LIFT. COORDINATE EXACT REQUIREMENTSWITH MANUFACTURERS INSTALLATION GUIDELINES.

28 CONNECT TO EF-10. HOOD CONTROLS BY MANUFACTURER.

29 DOWN TO HOOD CONTROLS.

30 PROVIDE NEW PANELBOARD. RECONNECT BRANCH CIRCUITS THAT WEREMAINTAINED DURING DEMOLITION TO NEW PANELBOARD.

31 SINGLE POINT CONNECTION TO DISCONNECT/VFD BY DIVISION 23. COORDINATEEXACT REQUIREMENTS WITH M.C.

32 LIGHTING AND RECEPTACLE CONNECTION. COORDINATE EXACT REQUIREMENTSWITH M.C.

33 E.C. RESPONSIBLE FOR WIRING BETWEEN SPLITS.

34 PROVIDE UNISTRUT FOR DISCONNECT MOUNTING.

POWER PLAN NOTES


2 120V CONNECTION FOR HAND DRYER.

3 GROUNDING ELECTRODES. COORDINATE LOCATION WITH UTILITY PRIMARYFEEDERS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4 GENERATOR EMERGENCY SHUT OFF.

5 BUILDING GROUNDING ELECTRODE BUS. SEE SCHEMATIC 1D/E-603 FORADDITIONAL INFORMATION.

6 PROVIDE 1"C FOR START CONTROLS TO EACH ATS. COORDINATE ROUTING WITHUTILTY PRIMARY FEEDERS. INSTAL WIRING PER MANUFACTURER'S INSTALLATIONGUIDELINES.

7 ROUTE GENERATOR FEED FROM BREAKER ENCLOSURE TO EACH ATS.COORDINATE ROUTING WITH UTILTY PRIMARY FEEDERS. SEE ONE-LINE DIAGRAMON SHEET E-602 FOR ADDITIONAL INFORMATION.

8 PROVIDE 3 SETS OF 2#12,#12G,1"C FOR BATTERY CHARGER, BLOCK HEATER ANDLIGHT. CONNECT EACH TO DEDIATED CIRCUTIS INDICATED. VERIFY VOLTAGE OFBLOCK HEATER PRIOR TO PROVIDING CIRCUIT CONNECTION.

9 GENERATOR CONTROL PANEL.

10 RELOCATED EXISTING FIRE ALARM CONTROL PANEL. EXTEND WIRE AND CONDUITTO NEW LOCATION. EXISTING DEVICES ON LATER PHASES SHALL REMAINCONNECTED. PROVIDE ALL HARDWARE, ACCESSORIES AND PROGRAMING SOTHAT EXISTING FACP IS INTEGRATED INTO NEW FACP LOCATED IN ELECTRICALC061. REMOVE WHEN ALL PHASES ARE COMPLETE.

11 RECEPTACLE FOR SHORT THROW PROJECTOR. COORDINATE EXAC LOCATIONAND ELEVATION WITH T-SERIES DRAWINGS. MOUNT ADJACENT RECEPTACLEDIRECTLY BELOW (IF SHOWN).

12 120V CONNECTION FOR SANITIZING GOGGLE CABINET. COORDINATE EXACTREQUIREMENTS WITH MANUFACTURER'S INSTALLATION GUIDELINES.

13 RECEPTACLE FOR MONITOR. COORDINATE EXAC LOCATION AND ELEVATION WITHT-SERIES DRAWINGS. MOUNT ADJACENT RECEPTACLE DIRECTLY BELOW (IFSHOWN).

14 EACH SIDE OF QUADRAPLEX SHALL HAVE A DEDICATED CIRCUIT. NO SHAREDNEUTRALS.

16 PROVIDE NEW PANELBOARD TO REPLACE DEMOLISHED PANELBOARD.RECONNECT BRANCH CIRCUITS THAT WERE MAINTAINED DURING DEMOLITION TONW PANELBOARD. SEE PANELBOARD SCHDULE FOR BREAKER CAPACITIES ANDQUANTITY.

GENERAL POWER NOTES


B COORDINATE ALL RECEPTACLES WITH BUSINESS FURNITURE PLANS PRIOR TOROUGH-IN.

1/8" = 1'-0"2B

FIRST FLOOR POWER PLAN - UNIT B

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

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123456

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D

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123456

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B

C

D

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Project No.

Project Date

Produced



KEY PLAN

BCD

EF

A

G

BCD

FIRST FLOOR

SECOND FLOOR

11

/16

/20

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8:4

7:4

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2017-114.EMS

10.17.18

Bid Documents

FIRST FLOOR POWERPLAN - UNIT D

EP1D1

DLJ



20

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GENERAL POWER NOTES



1/8" = 1'-0"2A

FIRST FLOOR POWER PLAN - UNIT D

POWER PLAN NOTES






















POWER PLAN NOTES





















POWER PLAN NOTES


REQUIREMENTS.


















POWER PLAN NOTES
















# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

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RTU-7

13

1LF1-55

WS-1

1LF2-36

42

RTU-7

1LF1-19

CHOIR

E104

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POWER PLAN NOTES


REQUIREMENTS.


















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GENERAL POWER NOTES



1/8" = 1'-0"2B

FIRST FLOOR POWER PLAN - UNIT E

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

V V

SF

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VV

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2HD1 2LD1

2LD2

LAL

D208


D209

MATH

D207

MATH

D206

LAL

D205INDIVIDUALS & SOCIETIES

D204 SM GROUP

D203

RESOURCE

D211

STAFF THINK TANK

D211A

POD WK RM

D211C

IDF

D022A

RR

D025ARR

D025B

MENS RR

D024B

WOMENS RR

D024A

CORRIDOR

D024

LGI

D212CUST.

D024C

STORAGE

D210B

SCIENCE STORAGE

D210A

GFCI

GFCI

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2

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11

11 11

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GFCI

GFCI

GFCI GFCI

GFCI

GFCI

GFCI

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11 1111

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D211B

2LD1-1 2LD1-2

2LD1-4

2LD1-5

2LD1-3

2LD1-62LD1-72LD1-102LD1-8

2LD1-9

2LD1-9

2LD1-9

2LD1-23

2LD1-22

2LD1-222LD1-21

2LD1-22

2LD1-12 2LD1-11

2LD1-20

2LD1-20

2LD1-20

2LD1-192LD1-182LD1-17

2LD1-13

2LD1-15

2LD1-14

2LD1-262LD1-49

2LD1-26

2LD1-26

2LD1-26

2LD1-27 2LD1-242LD1-24

2LD1-27

2LD1-24

2LD1-24

2LD1-31

2LD1-31

2LD1-28

2LD1-282LD1-282LD1-31

2LD1-29

2LD1-29

2LD1-29

2LD1-252LD1-29

2LD1-34

2LD2-55

2LD1-34

2LD1-35

2LD1-35

2LD1-36

2LD1-36

2LD1-35

17

11

11

2LD1-33

2LD1-33

2LD1-33

2LD1-32 2LD2-532LD1-32

2LD1-37

2LD1-37

2LD2-1

2LD2-1

2LD2-2

2LD2-1

2LD2-1

2LD2-2

2LD2-22LD2-2

2LD2-2

GFCI2LD2-1

2LD2-5

2LD2-4

2LD2-5 2L

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2L

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2LD2-15 2LD2-17

2LD2-15

2LD2-15

2LD2-162LD2-16

2LD2-16

2LD2-48

2LD2-17

2LD2-18

2LD2-49

2LD2-20

2LD2-20 2LD2-18

2LD2-18

2LD2-19

2LD2-20

2LD2-19

2LD2-19

2LD2-23

2LD2-22

2LD2-23

2LD2-23

2LD2-21

2LD2-21

2LD2-21

2LD2-21

2LD2-24

2LD2-24

2LD2-24 2LD2-24

2LD2-25

2LD2-25

2LD2-24

2LD2-28

2LD2-27

2LD2-272LD2-26

2LD2-26

2LD2-28

2LD2-282LD2-26

2LD2-26

2LD2-31

2LD2-30

2LD2-30

2LD2-30

2LC1-2

2LC1-2

2LC1-2

2LD2-3 13

DS-2D1DS-2D2DS-2D3DS-2D4

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1

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DS-2D14

DS-2D13

DS-2D12 DS-2D11DS-2D10

DS-2D9

DS-2D8

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DS-2D6

U

2LD2-45

2LD2-45

2LD2-45

2LD2-44

2LD2-44

22

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2LD2-462LD2-46

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28

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11

22

2LD1-45

2LD1-3

SCIENCE

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22

38

22

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2LD1-132LD1-27

38

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38

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11

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2LD2-1722

38

22

382LD2-22

2LD2-50

38

13

2LD2-51

38

22

22

38

2LD1-36

38

42

ERU-1

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B022CORRIDOR

B022

SM GROUP

D203

GF

CI

2LD2-13

2LD2-6

2LD2-7

2LD2-7 2LD2-7

2LD2-72LD2-7

2LD2-41

2LD2-8

2LD2-8

FCU-50

2LD2-32

FCU-76

2LD2-9

DS-2D16

2LD2-33

FCU-51

2LD2-34

FCU-522LD2-35

FCU-53

2LD2-36

FCU-55

2LD2-37

FCU-56 2LD2-38

FCU-572LD2-38

FCU-58

2LD2-39

FCU-59

2LD2-39

FCU-60

2LD2-41

FCU-62

2LD2-43

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REQUIREMENTS.


















POWER PLAN NOTES
















GENERAL POWER NOTES



1/8" = 1'-0"2A

SECOND FLOOR POWER PLAN - UNIT D

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

D

J J J J J J

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FB

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RF

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1HK1 1LK2 1LK11LF3

1LF2

1LF1

1LDPF1

T-6

1LEQF1

1HLSF1

1HDPF1

3

E54A E54B

E25A

E25B

E25C

E22 E19A E19B E21A E21B E20A

E20B

E16A

E16B

E16C

E28 E28. E28..E29 E29. E29..

E32 E34E35 E50 E41 E38 E35.E50.

E32.

E34.

E49 E49

E43

E52E52 E52

E23A

E23 E23B

E23C

1 2

4

E5A

E5B

E5C

E13A

E13B

E13C

42

RTU-2

5

5

1LF1-2 1LF1-2

1LF1-3

1LF1-2

1LF1-3

1LF1-2 1LF1-2

1LF1-2

6

6

E45

GFCI GFCI

WOMENS RRF003C

MEN RRF003B

1LF1-51 1LF1-51

Dry StorageF102C

Kitchen OfficeF102B

DISHWASHINGF102A

SERVINGF101

KITCHENF102

ELECTRICALF003A

LaundryF102D

78

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ENLARGED PLANS

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1/4" = 1'-0"2A

ENLARGED KITCHEN POWER PLAN

KITCHEN POWER PLAN NOTES

# NOTES1 E.C. SHALL PROVIDE CONTROL WIRING FROM TERMINAL BLOCK ON HOOD TO

MICRO SWITCH IN FIRE PROTECTION SYSTEM CABINET.

2 CONTROL WIRING PIGTAIL FROM TERMINAL STRIP IN HOOD JUNCTION BOX TOSUPPLY FAN FURNISHED BY K.E.C. INSTALLED BY E.C.

3 PROIVDE CONDUIT AND FOUR WIRES FROM TERMINAL BLOCK ON HOOD TOEXHAUST FAN MOTOR STARTER PANEL.

4 E.C. SHALL FURNISH AND INSTALL AN OCTAGON BOX FOR THE FIRE SYSTEM PULLSTATION, MOUNTING THE CENTERLINE OF THE BOX AT 42" AFF. RUN 1/2" CONDUITFROM THE TOP OF THE BOX TO 6" ABOVE THE CEILING. COORDINATE EXACTLOCATION WITH K.E.C.


6 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.

7 RECONNECT IMMERSION HEATER TO CIRCUIT THAT WAS MAINTAINED DURINGDEMOLITION. EXTEND WIRE AND CONDUIT AS REQUIRED.

8 RECONNECT GARBAGE DISPOSAL TO CIRCUIT THAT WAS MAINTAINED DURINGDEMOLITION. EXTEND WIRE AND CONDUIT AS REQUIRED.

9 RECONNECT DISHWASHER AND BOOSTER HEATER TO CIRCUIT THAT WASMAINTAINED DURING DEMOLITION.

KITCHEN SCHEDULE

ITEM EQUIPMENT DESCRIPTION VOLTAGE PHASE AMP PANEL CIRCUIT # WIRE SIZE

WIRE QTY

REMARKSP N GE5A LIGHTS AND DOOR OPTIONS 120 V 1 8.00 A 1LK1 81 F20 1 1 1 E.C. RESPONSIBLE FOR ALL FINAL ELECTRICAL HOOK-UPS AND DISCONNECTS TO LIGHTS AND ALL HEATED DOOR OPTIONS.

SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E5B HEAT DRAIN TAPE 120 V 1 8.00 A 1LK1 62 F20 1 1 1 SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E5C FREEZER CONDESER 208 V 1 16.70 A 1LK1 51,53 F30 3 0 1 CONDENSER LOCATED ON ROOF. FURNISH AND INSTALL ALL CONDUIT AND WIRING NECESSARY BETWEEN EVAPORATORCOILS, CNCONDENSING UNITS AND ELECTRICAL DISCONNECTS. CONDNESING UNIT POWER SHALL FEED EVAPORATOR FANSAND EVAPORATOR HEATER. SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E13A LIGHTS AND DOOR OPTIONS 120 V 1 8.00 A 1LF3 1 F20 1 1 1 E.C. RESPONSIBLE FOR ALL FINAL ELECTRICAL HOOK-UPS AND DISCONNECTS TO LIGHTS AND ALL HEATED DOOR OPTIONS.SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E13B COOLER EVAPORATOR FANS 120 V 1 1.60 A 1LF3 2 F20 1 1 1 E.C. RESPONSIBLE FOR ALL FINAL ELECTRICAL HOOK-UPS AND DISCONNECTS TO LIGHTS AND ALL HEATED DOOR OPTIONS.SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E13C COOLER CONDESER 208 V 1 16.70 A 1LF3 3,5,7 F30 3 0 1 CONDENSER LOCATED ON ROOF. FURNISH AND INSTALL ALL CONDUIT AND WIRING NECESSARY BETWEEN EVAPORATORCOILS, CONDENSING UNITS AND ELECTRICAL DISCONNECTS. SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E16A WORK TABLE 120 V 1 16.00 A 1LK2 51 F20 1 1 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX. PROVIDE SAW CUTTING AS REQUIRED.

E16B WORK TABLE 120 V 1 16.00 A 1LK2 53 F20 1 1 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX. PROVIDE SAW CUTTING AS REQUIRED.

E16C WORK TABLE 208 V 1 24.00 A 1LK2 48,50 F30 2 0 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX.

E19A STEAMER 480 V 3 0.00 A 1HK1 2,4,6 3 1 PROVIDE SHUNT TRIP BREAKER. VERIFY CONNECTION WITH EXISTING EQUIPMENT.

E19B STEAMER 480 V 3 0.00 A 1HK1 9,11,13 3 1 PROVIDE SHUNT TRIP BREAKER. VERIFY CONNECTION WITH EXISTING EQUIPMENT.

E20A RACK OVEN 120 V 1 9.40 A 1LK2 47 F20 1 1 1

E20B RACK OVEN 480 V 3 22.00 A F30 3 1 PROVIDE SHUNT TRIP BREAKER. VERIFY CONNECTION WITH EXISTING EQUIPMENT.

E21A COMBI OVEN 480 V 3 28.90 A 1HK1 10,12,14 F40 3 1 PROVIDE SHUNT TRIP BREAKER.

E21B COMBI OVEN 480 V 3 28.90 A 1HK1 16,18,20 F40 3 1 PROVIDE SHUNT TRIP BREAKER.

E22 TILT SKILLET 480 V 3 8.00 A 1HK1 1,3,5 F20 3 1 PROVIDE SHUNT TRIP BREAKER. VERIFY CONNECTION WITH EXISTING EQUIPMENT

E23 HOOD JUNCTION BOX 120 V 1 5.00 A 1LK1 60 F20 1 1 1 SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E23A FIRE SUPPRESSION SYSTEM 120 V 1 5.00 A 1LK1 11 F20 1 1 1 SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E23B HOOD EXHAUST FAN 480 V 3 3.30 A 1HK1 24,26,28 F20 3 0 1 FAN LOCATED ON ROOF. SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E23C HOOD SUPPLY FAN 120 V 3 7.10 A 1LK1 37 F20 3 0 1 FAN LOCATED ON ROOF. SEE FOOD SERVICE DRAWINGS FOR EXACT REQUIREMENTS.

E25A WORK TABLE 120 V 1 16.00 A 1LK2 43 F20 1 1 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX. PROVIDE SAW CUTTING AS REQUIRED.

E25B WORK TABLE 120 V 1 16.00 A 1LK2 45 F20 1 1 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX. PROVIDE SAW CUTTING AS REQUIRED.

E25C WORK TABLE 208 V 1 24.00 A 1LK2 44,46 F30 2 0 1 CONNECT CIRCUIT TO MANUFACTURER PROVIDE JUNCTION BOX. PROVIDE SAW CUTTING AS REQUIRED.

E28 PASS THROUGH REF. 120 V 1 7.20 A 1LK1 25 F20 1 1 1 PROVIDE NEMA 5-20R. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED. INCLUDE WORK IN BASE BID.

E28. PASS THROUGH REF. 120 V 1 7.20 A 1LK1 27 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID.

E28.. PASS THROUGH REF. 120 V 1 7.20 A 1LK1 59 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID.

E29 PASS THROUGH HEAT 208 V 1 7.80 A 1LK1 56,58 F20 2 1 1 PROVIDE NEMA L14-20R. INCLUDE WORK IN BASE BID.

E29. PASS THROUGH HEAT 208 V 1 7.80 A 1LK1 61,63 F20 2 1 1 PROVIDE NEMA L14-20R. INCLUDE WORK IN BASE BID.

E29.. PASS THROUGH HEAT 208 V 1 7.80 A 1LK1 65,67 F20 2 1 1 PROVIDE NEMA L14-20R. INCLUDE WORK IN BASE BID.

E32 DROP-IN FROST TOP 120 V 1 6.70 A 1LK1 68 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID.

E32. DROP-IN FROST TOP 120 V 1 6.70 A 1LK1 70 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID. PROVIDE SINGLE CHANNEL SURFACE RACEWAY. COORDINATE BESTLOCATION WITH FOOD SERVICE CONTRACTOR.

E34 FOUR PAN HOT FOOD TABLE 208 V 1 22.00 A 1LF3 49,51 F30 2 1 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. INCLUDE WORK IN BASE BID.

E34. FOUR PAN HOT FOOD TABLE 208 V 1 22.00 A 1LF3 48,50 F30 2 1 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED.INCLUDE WORK IN BASE BID.

E35 HOT FOOD MERCHANDISER 208 V 1 10.20 A 1LF3 52,54 F20 2 1 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED.INDLUDE WORK IN BASE BID.

E35. REFRIGERATED MERCHANDISER 208 V 1 16.00 A <unnamed> F20 2 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED.INCLUDE WORK IN BASE BID.

E38 DROP-IN FROST TOPDROP-IN TWO PAN HOT/COLD WELL 120 V 1 9.60 A F20 2 1 1 PROVIDE NEMA L14-20R. INCLUDE WORK IN BASE BID.

E41 DROP-IN FROST TOP 120 V 1 6.70 A 1LF3 53 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID.

E43 REFRIGERATED ISLAND MERCHANDISER 120 V 1 20.97 A 1LK1 74 F30 2 1 PROVIDE NEMA 6-30R. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED. INCLUDE WORK IN BASE BID.

E45 GARGAGE DISPOSAL SYSTEM 208 V 3 7.50 A 1LK1 75,77,79 F20 3 0 1 CONNECT TO K.E.C. FURNISHED CONTROL PANEL.

E49 MILK COOLER 120 V 1 2.70 A 1LK1 72 F20 1 1 1 PROVIDE NEMA 5-20R. INCLUDE WORK IN BASE BID.

E50 REFRIGERATED MERCHANDISER 208 V 1 16.00 A 1LK1 64,66 F20 2 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED.INCLUDE WORK IN BASE BID.

E50. REFRIGERATED MERCHANDISER 208 V 1 16.00 A 1LK1 69,71 F20 2 1 VERIFY CONNECTION WITH EXISTING EQUIPMENT. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED.INCLUDE WORK IN BASE BID.

E52 P.O.S. 120 V 1 20.97 A 1LK1 73 F20 PROVIDE NEMA 5-20R. LOCATE RECEPTACLE IN FLOOR BOX SHOWN. SAW CUT AS REQUIRED. INCLUDE WORK IN BASE BID.

E54A WASHER 120 V 1 10.00 A 1LF2 25 F20 1 1 1

E54B DRYER 208 V 3 24.00 A 1LF2 24,26 F30 2 1 PROVIDE NEMA 14-30R. VERIFY NEMA CONFIGURATION WITH SUPPLIER.

GENERAL KITCHEN NOTES


B REFER TO FOOD SERVICE DRAWINGS, DETAILS AND REQUIREMENTS FOR ALLRECPTACLE AND DIRECT CONNECTION MOUNTING HEIGHTS.

C FOOD SERVICE DRAWING REQUIREMENTS SUPERCEDES ALL WORK SHOWN ONTHIS DRAWING.

D FIELD VERIFY BREAKER SIZES AND QUANTITIES WITH NEW AND EXISTINGEQUIPMENT. EXISTING CIRCUITS ARE UNKNOWN AND DUPLICATES WILL BEPRESENT.

# Revision Date

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

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LIGHTING SCHEDULES

E-604

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GENERAL LIGHT FIXTURE SCHEDULENOTES

# NOTESA REFER TO LIGHT FIXTURE SCHEDULE AND REFLECTED CEILING PLANS FOR

MOUNTING REQUIREMENTS, CEILING TYPES, AND FINAL LOCATIONS. PROVIDEAPPROPRIATE MOUNTING TRIM REQUIRED FOR CEILING TYPE.

B PROVIDE FACTORY INSTALLED DISCONNECTS FOR ALL LINEAR FIXTURES.

C PROVIDE VIBRATION DAMPERS FOR ALL ALUMINUM & STEEL POLES 20'-0" ANDABOVE.

D PROVIDE SELF-DIAGNOSTICS AND SELF-TESTING FOR ALL LIFE SAFETY FIXTURES(EXIT FIXTURES, WALL PACKS, INVERTERS BALLASTS, ETC.)

FIXTURE

LIGHTING FIXTURES SCHEDULE

DESCRIPTION VOLTAGE

SOURCE

MOUNTING LENS/REFLECTOR CERTIFICATIONSACCEPTABLE

MANUFACTURERS FIXTURETYPE LUMENS WATTS CCTL1 2X4 ARCHITECTURAL LED TROFFER. WHITE

FLUSH ALUMINUM DOOR. 0-10V DIMMING.120/277 V LED 3,000 LM 23 W 4000 K RECESSED IN

GRIDSMOOTH FROSTED

ACRYLIC LENSDLC METALUX 24RTC

COLUMBIA LCAT24LITHONIA 2BLT4

L1

L1S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.

120/277 V LED 3,000 LM 23 W 4000 K RECESSED INGRID

SMOOTH FROSTEDACRYLIC LENS

DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4

L1S

L2 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.




L2





L2S



PATTERN 12 ACRYLICLENS, 0.125" MINIMUM

DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4

L3S





L4





L4S




DLC METALUX 24CZCOLUMBIA RLA24LITHONIA 2ALL4

L5S





L6





L7





L7S




DLC METALUX 22RTCCOLUMBIA LACT22LITHONIA 2BLT2

L8





L8S





L9





L9S




DLC METALUX 14RTCCOLUMBIA LCAT14LITHONIA BLT4

L10




DLC METALUX 14RTCCOLUMBIA LCAT14LITHONIA BLT4

L10S

L11 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.




L11

L11DW 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEDRYWALL ADAPTOR KIT.

120/277 V LED 3,400 LM 28 W 4000 K SURFACE/CEILING PATTERN 12 ACRYLICLENS, 0.125" MINIMUM


L11DW





L12





L13

L13S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEINTEGRAL SHUNT RELAY.




L13S





L14

L15 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS.




L15

L15S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY.




L15S





L16

L16S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY




L16S





L17





L17S




DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL

L18





L18S





L19





L19S





L20





L20S


120/277 V LED 4,800 LM 45 W 3500 K RECESSED INDRYWALL

PATTERN 12 FROSTACRYLIC LENS, 0.125"

MINIMUM


L21

L22 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH.

120/277 V LED 1,800 LM 16 W 3500 K CHAIN MOUNTEDTO STRUCTURE

SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D

L22




L23

L23S 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH. PROVIDE INTEGRAL SHUNTRELAY.



L23S




L24




L25




L25S




L26




L26S

L27 4" ROUND LED DOWNLIGHT. SELF-FLANGEDTRIM. WIDE DISTRIBUTION (75°). 0-10VDIMMING.


SEMI-SPECULAR CLEAR ENERGY STAR PORTFOLIO LD4BGOTHAM EVOPRESCOLITE LF4SL

L27




L28




L29

L30 6" ROUND LED DOWN LIGHT, SELF FLANGEDTRIM TO MATCH REFLECTOR. U.L. LISTEDWET LOCATION, WIDE DISTRIBUTION.

120 V LED 3,000 LM 28 W 4000 K RECESSED 6" ROUND LEDDOWNLIGHT, SELFFLANGED TRIM TO

MATCH REFLECTOR. U.L.LISTED WET LOCATION.

WIDE DISTRIBUTION.

ENERGY STAR PRESCOLITE LF6LEDPORTFOLIO LD6BLITHONIA LDN6

L30

FIXTURE

LIGHTING FIXTURES SCHEDULE

DESCRIPTION VOLTAGE

SOURCE

MOUNTING LENS/REFLECTOR CERTIFICATIONSACCEPTABLE

MANUFACTURERS FIXTURETYPE LUMENS WATTS CCTL31 2' LENSED LED STRIP LIGHT. 0-10V DIMMING,

WHITE FINISH.120/277 V LED 2,300 LM 22 W 4000 K WALL MOUNTED SEMI-FROSTED LENS DLC METALUX SNLED

COLUMBIA LCLLITHONIA ZL1D

L31




MINIMUM


L32S

L33 LED TAPE LIGHT WITH ALUMINUM RIGIDMOUNTING CHANNEL.

120/277 V LED 260 LM PERFOOT

0 W 4000 K SURFACE/CEILING FROSTED ACRYLIC LENS CONTECHKLUS DESIGNLLI ARCHITECTURAL LIGHTING

L33

L34 LED MARINE GRADE SURFACE MOUNTEDEXTERIOR FIXTURE

120/277 V LED 5,657 LM 56 W 4000 K SURFACE/CEILING PRISMATICPOLYCARONATE CLEAR

LENS

DLC LUMINAIRE ANYX 13KENALL MR13FDNEWSTAR TR

L34

L35 LED WALL LIGHT. DIE-CAST ALUMINUMHOUSING. HINGED DOOR FRAME. DARKBRONZE FINISH. U.L. LISTED FOR WETLOCATIONS.

120/277 V LED 4,300 LM 50 W 4000 K WALL MOUNTED TYPE IV DISTRIBUTION DLC MCGRAW-EDISON ISSSPAULDING QSPLITHONIA WSQ

L35

L36 LED WALL LIGHT. DIE-CAST ALUMINUMHOUSING. HINGED DOOR FRAME. DARKBRONZE FINISH. U.L. LISTED FOR WETLOCATIONS.

120/277 V LED 6,400 LM 61 W 4000 K WALL MOUNTED TYPE IV DISTRIBUTION DLC MCGRAW-EDISON ISSSPAULDING QSPLITHONIA WSQ

L36




L37

L38 36" EXTERIOR SURFACE MOUNTEDEXTRUDED ALUMINUM LED FIXTURE. U.L.LISTED WET LOCATION. BRONZE FINISH.SELF-TESTING, SELF-CONTAINED 90 MINUTEEMERGENCY BATTERY PACK.

120/277 V LED 1,300 LM 15 W 4000 K SURFACE/WALL DIFFUSEDPOLYCARBONATE

N/A LUMINAIRE BLD36NEW STAR GTW

L38

L39 48" EXTERIOR SURFACE MOUNTEDEXTRUDED ALUMINUM LED FIXTURE. U.L.LISTED WET LOCATION. BRONZE FINISH.SELF-TESTING, SELF-CONTAINED 90 MINUTEEMERGENCY BATTERY PACK.



L39

L40 72" EXTERIOR SURFACE MOUNTEDEXTRUDED ALUMINUM LED FIXTURE.INTEGRAL BATTERY INVERTER. U.L. LISTEDWET LOCATION. BRONZE FINISH.SELF-TESTING, SELF-CONTAINED 90 MINUTEEMERGENCY BATTERY PACK.



L40




MINIMUM


L41




MINIMUM


L42





L43





L43S

L44 DIRECT/INDIRECT LED PENDANT 120/277 V LED 3,697 LM 36 W 4000 K PENDANT FROSTED LENS DLC COOPER i2 IRRIDIUMDAY-O-LITE STYSLDAY-O-LITE STYSLFINELITE S12LEDLITECONTROL 13L-P

L44

L45 4' LED ROUND PENDANT, CUSTOM FINISH ASSELECTED BY OWNER

120/277 V LED 5,350 LM 80 W 4000 K PENDANT (AC) ACRYLIC LENS N/A GLIGHTING ORBIS : BIRCHWOODLIGHTING KATRINA : SPI LIGHTINGNOVATO RING

L45

L46 8" LED CYLINDER. BLACK FINISH. 120/277 V LED 6,000 LM 73 W 4000 K 3/8" THREADPENDANT

MATTE DIFFUSE N/A LITHONIA LDN8CYLPRESCOLITE MEGALUMPORTFOLIO LSR8B

L46

L47 EXTRUDED ALUMINUM LED PENDANT. 0-10VDIMMING. 25% UP LIGHT, 75% DOWN LIGHT.

120/277 V LED 4,000 LM PER4'

38 W 3500 K PENDANT FLUSH SATIN LENS N/A CORE LITE CONTINUAPEERLESS STAPLEFINELITE SERIES 16

L47

L47E EXTRUDED ALUMINUM LED PENDANT. 0-10VDIMMING. 25% UP LIGHT, 75% DOWN LIGHT.PROVIDE INTEGRAL SHUNT RELAY.

120/277 V LED 4,000 LM PER4'

38 W 4000 K PENDANT FLUSH SATIN LENS N/A CORE LITE CONTINUAPEERLESS STAPLEFINELITE SERIES 16

L47E

L48 LED VANDAL RESISTANCE SCONCE WITHDECORATIVE TRIM. ALUMINUM HOUSINGWITH LIFE TIME WARRANTY.

120/277 V LED 2,300 LM 20 W 4000 K STEAL CROSSBEAM

OPAL POLYCARBONATE UL LUMINAIRE SONAR 4KENALL

L48

L49 8" LED CYLINDER. BLACK FINISH. 120/277 V LED 6,000 LM 91 W 4000 K 3/8" THREADPENDANT

MATTE DIFFUSE N/A LITHONIA LDN8CYLPRESCOLITE MEGALUMPORTFOLIO LSR8B

L49

L50 LED IN-GROUND BUILDING FLOOD LIGHT.HEAVY DUTY DIE-CAST ALUMINUM. ULLISTED FOR WET LOCATION.

120/277 V LED 2,891 LM 26 W 4000 K GROUNDMOUNTED

TEMPERED GLASS DLC LUMARK NFFLD-S-C70-D-UNV-33LITHONIA DSXF1LEDHUBBELL FML

L50

L51 DECORATIVE LED PENDANT/SILVER/ALUMINUM FINISH. 6" FROSTEDACRYLIC ROD WITH CLEAR OUTER GLASS.MONOPOINT CANOPY. 0-10V DIMMING.

120/277 V LED 700 LM 12 W 4000 K MONOPOINTPENDANT

GLASS N/A PRIMA CONTOR VIII OR APPROVEDEQUAL

L51

S1 LED SITE FIXTURE TYPE II DISTRIBUTION.SINGLE-PIECE ALUMINUM HOUSING. ARMMOUNT. U.L. LISTED WET LOCATION. DARKBRONZE FINISH. ROUND, STRAIGHT,ALUMINUM, POLE DESIGNED TO SUPPORTFIXTURE(S) IN 100 MPH WINDS WITH 1.3GUST FACTOR. PRIMARY FUSES. FLAT LENS.SURGE PROTECTION. (1) HEAD.

277 V LED 19,305 LM 183 W 4000 K 25' POLE, BASE BYDIVISION 26

CONTRACTOR

ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED

S1

S2 LED SITE FIXTURE TYPE III DISTRIBUTION.SINGLE-PIECE ALUMINUM HOUSING. ARMMOUNT. U.L. LISTED WET LOCATION. DARKBRONZE FINISH. ROUND, STRAIGHT,ALUMINUM, POLE DESIGNED TO SUPPORTFIXTURE(S) IN 100 MPH WINDS WITH 1.3GUST FACTOR. PRIMARY FUSES. FLAT LENS.SURGE PROTECTION. (1) HEAD.


CONTRACTOR


S2

S3 LED SITE FIXTURE TYPE IV DISTRIBUTION.SINGLE-PIECE ALUMINUM HOUSING. ARMMOUNT. U.L. LISTED WET LOCATION. DARKBRONZE FINISH. ROUND, STRAIGHT,ALUMINUM, POLE DESIGNED TO SUPPORTFIXTURE(S) IN 100 MPH WINDS WITH 1.3GUST FACTOR. PRIMARY FUSES. FLAT LENS.SURGE PROTECTION. (1) HEAD.


CONTRACTOR


S3

S4 LED SITE FIXTURE. SINGLE-PIECE ALUMINUMHOUSING. ARM MOUNT. U.L. LISTED WETLOCATION. DARK BRONZE FINISH. ROUND,STRAIGHT, ALUMINUM, POLE DESIGNED TOSUPPORT FIXTURE(S) IN 100 MPH WINDSWITH 1.3 GUST FACTOR. PRIMARY FUSES.FLAT LENS. SURGE PROTECTION. (2) HEADS,180° APART.

277 V LED 18,840 LM PERHEAD

366 W 4000 K 25' POLE, BASE BYDIVISION 26

CONTRACTOR


S4

S5 LED SITE FIXTURE. SINGLE-PIECE ALUMINUMHOUSING. ARM MOUNT. U.L. LISTED WETLOCATION. DARK BRONZE FINISH. ROUND,STRAIGHT, ALUMINUM, POLE DESIGNED TOSUPPORT FIXTURE(S) IN 100 MPH WINDSWITH 1.3 GUST FACTOR. PRIMARY FUSES.FLAT LENS. SURGE PROTECTION. (2) HEADS,180° APART.

277 V LED 19,258 LM PERHEAD

366 W 4000 K 25' POLE, BASE BYDIVISION 26

CONTRACTOR


S5

S6 LED PEDESRIAN SITE FIXTURE.SINGLE-PIECE ALUMINUM HOUSING. ARMMOUNT. U.L. LISTED WET LOCATION. DARKBRONZE FINISH. ROUND, STRAIGHT,ALUMINUM, POLE DESIGNED TO SUPPORTFIXTURE(S) IN 100 MPH WINDS WITH 1.3GUST FACTOR. PRIMARY FUSES. FLAT LENS.SURGE PROTECTION. (1) HEAD.


CONTRACTOR


S6

S7 LED PEDESRIAN SITE FIXTURE.SINGLE-PIECE ALUMINUM HOUSING. ARMMOUNT. U.L. LISTED WET LOCATION. DARKBRONZE FINISH. ROUND, STRAIGHT,ALUMINUM, POLE DESIGNED TO SUPPORTFIXTURE(S) IN 100 MPH WINDS WITH 1.3GUST FACTOR. PRIMARY FUSES. FLAT LENS.SURGE PROTECTION. (1) HEAD.


CONTRACTOR


S7

X1 LED EXIT LIGHT, MATTE WHITE DIE-CASTALUMINUM HOUSING, BRUSHED ALUM.SINGLE FACE. STENCIL FACE, GREENLETTERS. AC ONLY.

120/277 V LED N/A 5 W N/A UNIVERSAL N/A N/A DUAL-LITE SESURE-LITES CXLITHONIA LE

X1

X2 LED EXIT LIGHT, MATTE WHITE DIE-CASTALUMINUM HOUSING, BRUSHED ALUM.DOUBLE FACE. STENCIL FACE, GREENLETTERS. AC ONLY.

120/277 V LED N/A 5 W N/A UNIVERSAL N/A N/A DUAL-LITE SESURE-LITES CXLITHONIA LE

X2

LIGHTING CONTACTOR SCHEDULE

LABEL

LOCATION

VOLTAGE

COIL CIRCUIT

AMPERAGE CONTROL ENCLOSURENUMBER OFCONTACTS CIRCUIT(S) CONTROLLEDNUMBER NAME PANEL CIRCUIT

LC-A1 A004D ELECTRICAL 120 V 1LLSA1 3 30 A BMS NEMA 1 8 1HA1,3,5 1HLSAI-18

LC-D1 D114B ELECTRICAL 120 V 1LLSA1 4 30 A BMS NEMA 1 6 1HLSD1-2, 1HDPD1-3,14

LC-F1 F003A ELECTRICAL 120 V 1LEQF1 16 30 A BMS NEMA 1 10 1HLSF1-4,5,6 1HDPF1-26,33,35

# Revision Date

A1 Addendum #1 10.25.2018

A2 Addendum #2 11.01.2018

A5 Addendum #5 11.16.2018

A5

A5

A5

A5

Wiring to Unison / Echo is topography free.

It can be wired in anyorder or configuration.

Unison / Echo (1) Belden 8471 &

SYMBOL

DMX (1) Belden 9729 or

WIRE

KEY TO WIRE TYPE

PLEASE NOTE Each 20AMP circuit from the dimmer racks toall lighting loads MUST have separate neutrals.

Unison / Echo Power (2) Belden 8471 &(1) #14 AWG [stranded]

(1) Belden 1583A orETCNet

(1) Carol CO910

(1) any cat5 cable

(1) #14 AWG [stranded]

TYPE

DMX

NET

U / E

U / EV

COLORSOURCE 40 CONTROL CONSOLEPLUG-IN STATION

ECPB-1-GANG

DMX 1 INPUT

PLUG-IN STATION

ECPB-1-GANG

DMX 1 INPUT

ECHO E1001 ECHO E1001 ECHO E1001 ECHO E1001

ECHO EACC

DIN28 WALL-MOUNTED14 x 14 ENCLOSURE

DMX

DMX

U / EV

U / E

TO LOAD CKTS

3Ø, 4 WIRE + GND120 / 208 VAC

60Hz.(BY OTHERS)

ECHO RELAY PANEL

24 x 20A 1P RELAYS1 - DOOR - SURFACE

200A. MAX.

DMX

DMX 1 OUTPUT DMX 1 OUTPUT DMX 1 OUTPUT

DMX 1 OUTPUT DMX 1 OUTPUT DMX 1 OUTPUT

DMX 1 OUTPUT DMX 1 OUTPUT

1Ø, 2 WIRE + GND120V / 60 Hz.

20A MAX.FROM ERP

(BY OTHERS)

October 10, 218

001DRAWING NUMBER:

RISER

DRAWING TITLE:

NOT TO SCALE

Indianapolis, IN

Theatrical Equipment and SuppliesLighting, Curtains, Rigging,

Sales & Rentals, Inc.Indianapolis Stage

www.indystage.com

317-635-9430317-635-9433 (fax)

Indianapolis, IN 46202905 Massachusetts Avenue

PO Box 620979Middleton WI 53562-0979

etcconnect.comFax +1 608 836 1736Toll Free +1 800 688 4116Tel +1 608 831 4116

3031 Pleasant View Rd

ETC, Inc.

R

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INDIANAPOLIS STAGE SALES AND RENTALS, INC.905 MASSACHUSETTS AVE. INDIANAPOLIS, IN 46202

317-635-9430 ~ WWW.INDYSTAGE.COM ~ Fax 317-635-9433

DATE:

PROJECT:QUOTE #:

Ship Via: Freight:ITEM QTY

1.0 11.1 1

2.0 12.1 12.2 12.3 12.4 12.5 42.6 22.7 1

3.0 1

3.1 13.2 13.3 1

4.0 64.1 34.2 2

5.0 125.1 12

5.2 125.3 365.4 365.5 365.6 365.7 65.8 48

by:Randy RiggsGeneral Manager

Invoices over $1,000.00 paid by credit or debit card are subject to a 3% surcharge. U:\4 Projects\Franklin Twp New MS\[Worksheet 1018-21.xlsx]Quote no numbers

10/10/2018CUSTOMER: Theatrical Lighting & Control

Contact Phone:Terms: Pre-pay and Add

Contact Name: 1018-21Contact E-mail:

Lex DMX-5P-15CS40

MFG. PART #

SALESPERSON: Randy Riggs BILL OF MATERIALS

ETC

ETC EDMXCETC EACC-4

Echo DMX Scene ControllerEchoAccess Interface, Black

ETC DIN14ETC E-SPS-DIN Echo DIN rail-mount Station Power Supply with Auxiliary Power

ECPB; DMX In Plug-in station (1 gang)

ETC ERP-24R1-

12-output RDM Opto-splitterPower ControlRelay enclosure 120/208V 3 phase MLO

ETC ETS-4ETC E1001-4

EchoTouch Controller, Black1 Button Inspire Station, Black

ETCETC

ERP-SMDERP MCB

ETC ECPB DMXINDFD 1212-DIN

ETC CSSPOTSFixturesColorSource Spot Light Engine, XLR, w/ Barrel, Black

ETC ERP 1PB 20A Single-pole 120V branch circuit breaker, 20A

Altman 450-XAltman 450-X

Pipe mount outlet box, 2-duplexWall mount outlet box, 2-duplex, 1 DMX Out

Altman 450-XDistributionPipe mount outlet box, 2-duplex, 1 DMX Out

Lex DMX-5P-15ETC CSPARDB

5-pin DMX cable, Neutrik, 15'ColorSource PAR Deep Blue, XLR, Black

ETC 4XXEDLT XXº EDLT Lens tube with lens installed, Black Beam spread TBD

5-pin DMX cable, Neutrik, 15'5-pin XLR male DMX terminator

ETC 400CCETC SELOW-7.5

C-ClampD40 Wide Oval Diffuser in Frame, Black

This quote is valid for 30 days and must be verified for purchase outside this time frame.Shipping cost is not included and will be pre-paid and added to the invoice.

includes 24 1-pole relays and breakersSurface Mount Door Kit for 120V enclosureRP Main Circuit Breaker Kit - 120/208V 3-phase 200A; 10kA SCCR

Net 15 (approved accounts) DESCRIPTIONConsoleColorSource 40 console5-pin DMX cable, Neutrik, 15'Architectural Control 14" X 14" Din Rail Enclosure

IndyStg SC-B Safety Cable, Black

Lex DMX-5P-15ETC MXLR5TERM

djones

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Image

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THEATRICAL REQUIREMENTS

cmcloed

Image

UP

UPUPDN

METAL FRAME BUS GARAGE

28 STALLS

13,600 SQUARE FEET±

CR

CR

1. BUS ENTRY GATE LOCATION2. CAR ENTRY GATE LOCATION3. BUS ENTRY CARD READER LOCATION TO

CONTROL GATE. PROVIDE AND INSTALL LONG RANGE READER AT 72" A.F.G

4. CAR ENTRY CARD READER LOCATION TO CONTROL GATE. PROVIDE AND INSTALL LONG RANGE READER AT 48" A.F.G

5. ROUTE CONDUITS FROM ENTRY GATE CARD READERS INTO TEELCOM ROOM F104A

TELECOM SITE PLAN NOTES

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

G

BC

D

FIRST FLOOR

SECOND FLOOR

11

/16

/20

18

10

:32

:12

AM

C:\

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2017-114.EMS

10.17.2018

Bid Documents

TELECOM SITE PLAN

T001

Designer Author



20

17-1

14

.EM

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Tow

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ip_

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MID

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SC

HO

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ts


T001

_ T

ELE

CO

M S

ITE

PLA

N

# Revision Date

Addendum #5 11/16/18

1/32" = 1'-0"1

TELECOM SITE PLAN

1

2

1

4

3

5

MO

N

AV

STP

VC C VC VC VC

VC

VC

VC

C C

CC

C

C

WP

C

WP

VCC VCC

VC

VC VCC C

VC

C

VC

C

C

CR

CR

CRSC

AP

SC

AP

AP

AP

AP

AP

AP

AP

AV

CR

DS

DS

DS

S S S S

SS

S

S

S S

S

S

S

S

S

C

KP

PB

PB

SS

S

VI

D

DD

SPB

S

D

D

MS

SC

D

SC

D

MS

RS

RS

C

S

S

S

C

SS

S

D

D

SC

KP

MS

C

S

S

S

S S S

C C

S

S

S

S

S

S

S

S

SC

CT

L

TELECOM LEGEND

DATA VOICE LOCATION

DATA ROUGH-IN LOCATION

SHORT THROW PROJECTOR LOCATION

CLOCK LOCATION

HEARING ASSISTANT ANTENNA LOCATION

WIRELESS ACCESS POINT - WALL MOUNTED

WIRELESS ACCESS POINT - CEILING MOUNTED

CEILING MOUNTED PROJECTOR LOCATION

DIGITAL SIGNAGE LOCATION

MONITOR LOCATION

CEILING PENDANT MICROPHONE LOCATION

VIDEO INTERCOM DOOR STATION LOCATION

WIRELESS MIC ANTENNA

WALL MOUNTED MICROPHONE LOCATION

AV INPUT LOCATION

AV ROUGH-IN LOCATION

AV CONTROL LOCATION

CEILING SPEAKER - PAGING

CEILING SPEAKER - PROGRAM AUDIO

SPEAKER - WALL MOUNTED

SECURITY CAMERA - CEILING MOUNTED

SECURITY CAMERA - WALL MOUNTED

AUDIO CONTROL INPUT LOCATION

AV FLOORBOX LOCATION

SC

SC CR

SPK

AP

AP

DS

S

P

MON

CTL

S

C

HA

WA

AUD

AVVI

M

AVSTP

AV

DC

KP

PB

MS

LC

WP

CS

VC

MS

CR

C C

IR

VIDEO INTERCOM MASTER STATION LOCATION

DOOR MONITORING / CONTROL LOCATION

INTRUSION DETECTION SYSTEM KEYPAD

DURESS/PANIC BUTTON LOCATION

LOUDSPEAKER JUNCTION BOX

VOLUME CONTROL LOCATION

WALL PHONE LOCATION

CALL SWITCH LOCATION

CARD READER LOCATION

CARD READER ROUGH-IN LOCATION

MOTION DECTECTOR LOCATION

DUAL SIDED CLOCK LOCATION

IR MICROPHONE LOCATION

M

MECHANICAL

A006B

PENTHOUSE

ACCESS

A004C

CORRIDOR

A006

VESTIBULE

A007

SECURITY

OFFICE

A111

STORAGE

A110

CORRIDOR

A002

RAMP

R2

SOCIAL WORKER

A120

MDF

A006A

WAITING

A119

GUIDANCE

A115PSYCHOLOGIST

A116

THERAPIST

A112

CLINIC

A118

GUIDANCE

A113

GUIDANCE

A114CLINIC RR

A118D

STORAGE

A114A

CLINIC

OFFICE/TREATMENT

A118B

STORAGE/

LAUNDRY

A118A

RECORDS VAULT

A117

CORRIDOR

A005

TR B005A

MDF A006A

STAFF RR

A004A

STAFF RR

A004B

UN

IT D

UN

IT A

UNIT AU

NIT F

UNIT B

UNIT A

UNIT C

UNIT A

UNIT A

UNIT E

CLINIC RR

A118C

ELECTRICAL

A004D

AP OFFICE

A108

BOOKSTORE/

TREASURER

A107

AP OFFICE

A109

WORK ROOM

A105RECEPTION/

WELCOME

CENTER

A101

LARGE

CONFERENCE

A102

VESTIBULE

A001

PRINCIPAL

A104

SM CONFERENCE

A103

AP OFFICE

A106

A001.1

A001.2

A001.4

A001.3

A004D.1

A006B.1

A007.2

A007.1

A006A

00-A-38/39

00-A-34

00-B-44/45

00-B-43

00-B-39/40

00-B-36/37

00-B-25/26

00-B-22/23

00-B-30/31

00-B-33/34

00-B-38

00-B-29

00-B-24

00-B-32

00-B-35

00-C-02

00-C-05

00-B-47/48

00-C-06

00-C-01

00-B-17/18

00-B-21

00-B-09/10

00-B-11

00-A-41/42

00-B-12/13

00-B-06/07

00-B-1600-B-08

00-A-44/45

00-A-46

00-A-18/19

00-A-35

00-C-12

A007.2-CR1

A006A-CR1

A001.1-CR1

00-A-16

00-A-36/37

00-A-23

00-C-10/11

00-B-41/42

00-B-27/28

00-A-20

00-B-19/20

00-A-30/31

00-B-14/15

00-B-04/05

00-A-32/33

00-C-07/08

A001.6-CR1

00-A-22

00-C-03/04

00-A-29

00-C-09

00-A-17

00-A-24

00-A-27/28

00-A-25/2600-B-46

00-B-02/03

A001.2-DPS

A001.4-DPS

A001.3-DPS

A101.3-DPS

A004D.1-DPS

00-A-21

A007.1-DPS

00-D-13

A006B.1-DPS

00-A-47

00-A-48-00-B-01

00-A-43

A001.6

A101.1

A101.1-DPS

A001.5-DPS

A001.5

00-D-36

A101.3

00-D-38

00-D-39

CORRIDOR

A004

00-D-40

00-D-02

00-D-01

1. CONTRACTOR SHALL INSTALL DEVICE WITHIN CASEWORK AND PROVIDE CONDUIT UNDER SLAB FROM NEAREST WALL TO DEVICE LOCATION.

2. DESK MOUNTED MASTER STATION. REFER TO DETAIL 8 SHEET T403.

SHEET NOTES

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KEY PLAN

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Bid Documents

FIRST FLOOR TELECOMPLAN - UNIT A

TF2A1

Matthew Connolly



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UN

IT A

GENERAL HORIZONTAL CABLING NOTES

A MINIMUM CATEGORY 6A COMPLIANT 4-PAIRUNSHIELDED TWISTED PAIR (UTP). ALL HORIZONTALCABLING MUST BE PLENUM RATED.

B MANUFACTURER CERTIFIED INCLUDING THE MINIMIMUMPERFORMANCE AND APPLICATIONS WARRANTY.

C PAINTING OF THE STRUCTURED CABLING WILL VOIDTHE WARRANTY. ENSURE PROPER COORDINATIONWITH PAINTING CONTRACTOR SO THAT ALLSTRUCTURED CABLING IS PROTECTED PRIOR TO ANYPAINTING.

D PROVIDE A MINIMUM 10 FOOT MAINTENANCE LOOP ONEACH HORIZONTAL CABLING RUN. MAINTENANCELOOPS SHALL BE STORED ABOVE ACCESIBLE CEILINGS,IN CABLE TRAY, AND IN TELECOMMUNICATION ROOMCABLE TRAY. CABLING ABOVE CEILING SHALL BESUSPENDED FROM APPROPRIATE SUPPORTS ANDSHALL NOT TOUCH THE CEILING.

E ALL PIN/PAIR ASSIGNMENTS SHALL BE T568B.

F CABLE JACKET COLOR SHALL BE YELLOW UNLESSSPECIFICALLY NOTED OTHERWISE.

G LABELING SHALL BE COMPLETED AS DEFINED IN THECONTRACT DOCUMENTS AND SHALL BE COORDINATEDWITH THE OWNER.

H PROVIDE ALL TELECOMMUNICATION OUTLETS ASSHOWN ON THE DRAWINGS AND AS REQUIRED TOPROVIDE CONNECTIONS FOR EACH DEVICE SHOWN ONTHE DRAWINGS.

I ALL TESTING OF HORIZONTAL CABLING SHALL BECOMPLETED AS DIRECTED BY THE PROJECTSPECIFICATIONS. ALL CABLING MUST BE TESTED ANDCERTIFIED TO THE APPLICABLE STANDARDS.

1/8" = 1'-0"1

FIRST FLOOR TELECOM PLAN - UNIT A

1

1

2

# Revision Date




3

3

3

CLASSROOM LOUDSPEAKER

3

SHORT THROWPROJECTOR (OFOI)

5

6

AUDIO OUT

IP CLOCK LOCATION

(IR RECEIVER - OFOI)

IR PICKUP(OFOI)

PAGE IN

AUDIO IN

TO NETWORK DROP

RJ45

WIRELESS AVRECEIVER(OFOI)

HDMI

70VTRANSFORMER

6

IR IN

4 TO NETWORK DROPHDMI RJ45

IR OUT

SPK

1

10

AMP OUT 1

AMP OUT 2

AMP OUT 3

AMP OUT 4




3

3

3

3

AV INPUT LOCATION

RJ45

HDMI

USB

HDMI

USB

RJ45

3

CONTROL LOCATION

4

FLAT PANEL DISPLAY

TO NETWORKSWITCH

LAN

5

6

10

AV INPUT LOCATION

RJ45

HDMI

USB

HDMI

USB

RJ45CLASSROOM LOUDSPEAKER

3


5

6

AUDIO OUT

IP CLOCK LOCATION


IR PICKUP(OFOI)

PAGE IN

AUDIO IN

TO NETWORK DROP

RJ45


HDMI

70VTRANSFORMER

6

IR IN


IR OUT

SPK

1

10

AMP OUT 1

AMP OUT 2 CLASSROOM LOUDSPEAKER

3

3

AV INPUT LOCATION

RJ45

HDMI

USB

HDMI

USB

RJ45

3

CONTROL LOCATION

4

FIRST FLOOR0' - 0"

TECH-PLATFORM3' - 0"

16

' -

0"

13

' -

0"

2' -

0"

TECH-PROJECTORSCREEN CAFE

21' - 6 27/32"

1' -

0"

20' - 10 19/32"

22

' -

0"

3' -

6 3

/4"

1. MICROPHONE / LINE LEVEL CABLING2. UNBALANCED AUDIO CABLING3. 16 AWG LOUDSPEAKER CABLING4. UTP CABLING5. STP CABLING6. HDMI CABLING7. VGA CABLING8. RS-232 CABLING9. RELAY CABLING10. RF CABLING11. IR CABLING12. PROVIDED AND INSTALLED BY OTHERS

CABLING LEGEND

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Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

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FIRST FLOOR

SECOND FLOOR

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AV DIAGRAMS

T305

Designer Author



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1/4" = 1'-0"aa

CAFETERIA PROJECTOR SCREEN SIZING SECTION

NOT TO SCALE1

TYPICAL CLASSROOM AV DIAGRAM

NOT TO SCALE2

SMALL CONFERENCE ROOM AV DIAGRAM

NOT TO SCALE3

LARGE CONFERENCE ROOM AV DIAGRAM

# Revision Date


1

1

1

1

LINE OUTVGA OUT


AUDIO OUT

IR PICKUP

WIRELESS AVRECEIVER (OFOI)

HDMI

TO NETWORK DROPHDMI RJ45

IR OUT

LINE IN

VGAAV INPUT LOCATION

RJ45

HDMI

USB

HDMI

USB

RJ45


3


5

6

AUDIO OUT

IP CLOCK LOCATION


IR PICKUP(OFOI)

PAGE IN

AUDIO IN

TO NETWORK DROP

RJ45


HDMI

70VTRANSFORMER

6

IR IN


IR OUT

SPK

1

10

AMP OUT 1

AMP OUT 2

AMP OUT 3

AMP OUT 4




3

3

3

3

AV INPUT LOCATION

RJ45

HDMI

USB

HDMI

USB

RJ45

3

CONTROL LOCATION

4

1



PAGE IN

AUDIO IN

IR IN

AMP OUT 1

AMP OUT 2

AMP OUT 3

AMP OUT 4




3

3

3

3

CONTROL LOCATION

3

IP CLOCK LOCATION

TO NETWORK DROP

RJ45

70VTRANSFORMER

SPK3

4

6

5

6

10


CABLING LEGEND

N

123456

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Project No.

Project Date

Produced



KEY PLAN

BC

D

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Bid Documents

AV DIAGRAMS

T306

Designer Author



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NOT TO SCALE1

TYPICAL MATH CLASSROOM AV DIAGRAM

# Revision Date


1

1

CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER

MDF ROOM A006A

RJ45

PUBLIC AREAS

RJ45 AUDIO4

KITCHEN/DINING AREAS

POE NETWORKSWITCH (OFE)

PAGING AMPLIFIER

RJ45 RJ454 AUDIO

AUDIO

AUDIO

1

1

CLOCK

4

TYPICAL CLASSROOM

RJ45

ZONE CONTROLLERTYPE 2


IDF ROOM F104A

RJ45

PUBLIC AREAS

RJ45 AUDIO4


PAGING AMPLIFIER

RJ45 RJ454 AUDIO

AUDIO1


KITCHEN, DINING AREASCEILING MOUNTED SPEAKER

3

3

3

CLOCK

4

TYPICAL OFFICE

RJ45

VOLUME CONTROL

CEILING MOUNTED SPEAKER

CLOCK

4

TYPICAL CONFERENCE ROOM

RJ45 CEILING MOUNTED SPEAKER


IDF ROOMS B005A, D002C, AND D022A

RJ45

PUBLIC AREAS

RJ45 AUDIO4

PUBLIC AREAS


PAGING AMPLIFIER

RJ45 RJ454 AUDIO

AUDIO

AUDIO

1

1

CLOCK

4

TYPICAL CLASSROOM

RJ45



3

3

CLOCK

4

TYPICAL OFFICE

RJ45

VOLUME CONTROL

CEILING MOUNTED SPEAKER

CLOCK

4

TYPICAL CONFERENCE ROOM

RJ45 CEILING MOUNTED SPEAKER

CLOCK

4

GYMNASIUM G101

RJ45

CLOCK

4

CAFETERIA/AUDITORIUM

RJ45TO CLASSROOMAUDIO SYSTEM

TO CLASSROOMAUDIO SYSTEM

TO EXISTINGGYMNASIUM G101

AUDIO SYSTEM

TO CAFETERIA F103AUDIO SYSTEM

3 3

3

1

3 3

3

1

1

1



IDF ROOM G102A

RJ45

PUBLIC AREAS

RJ45 AUDIO4


PAGING AMPLIFIER

RJ45 RJ454 AUDIO

AUDIO1

3

CLOCK

4

TYPICAL OFFICE

RJ45

VOLUME CONTROL

CEILING MOUNTED SPEAKER3 3

CLOCK

4

GYMNASIUM G103

RJ45 TO EXISTINGGYMNASIUM G103

AUDIO SYSTEM

1

GPI

GPI

FROM FIREALARMSYSTEM

FROMEACSYSTEM

GPIFROMINSTRUCTION

DETECTIONSYSTEM

(IN B005AONLY)


RJ45

PUBLIC AREAS

RJ45 SPK OUT4

70V TRANSFORMER

AUDIO1

DUAL SIDED CLOCKSPEAKER

3


RJ45

PUBLIC AREAS

RJ45 SPK OUT

70V TRANSFORMER

AUDIO1


34


RJ45

PUBLIC AREAS

RJ45 SPK OUT4

70V TRANSFORMER

AUDIO1


3


RJ45

PUBLIC AREAS

RJ45 SPK OUT4

70V TRANSFORMER

AUDIO1


3


CABLING LEGEND

N

123456

A

B

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Project No.

Project Date

Produced



KEY PLAN

BC

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AV DIAGRAMS

T307

Designer Author



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PAGING AV DIAGRAM

# Revision Date


1

AV RACKLOCATION

CEILING SPEAKERSTAP @ 32W

3

CEILING SPEAKERSTAP @ 32W

3

MATRIX RX

VIDEOPROJECTOR TYPE1

VIDEO PROJECTOR LOCATION

RJ45

HDMI

RS-232

RJ45

6

8

5

AV SWITCHER

RJ45

AV FLOORBOX

(OFOI) TOUCH PANEL

(OFOI) AV NETWORKSWITCH

AV EQUIPMENT RACK

RJ45

LOCATE ON STAGE

FROM PROJECTIONSCREEN

RELAY

(OFOI) AV CONTROLSYSTEM

FROM AV SWITCHER

FROM DIGITAL SIGNALPROCESSOR

RJ45

RJ45

FROM LIGHTINGCONTROLS

RELAY

RJ45RJ45

5

5

9

9

5 5

DIGITAL SIGNALPROCESSOR

TO (OFOI) AVCONTROLSYSTEM

LAN5

POWER AMPLIFIER

HAREMOTE HEARINGASSITANCE ANTENNA

HEARING ASSISTTRANSMITTER

HAREMOTE HEARINGASSITANCE ANTENNA

HEARING ASSISTTRANSMITTER

1

1

WA

REMOTE ANTENNA

WA

WIRELESS MICROPHONERECEIVER

XLR

XLR

XLR

XLR

ANTENNADISTRIBUTION

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

1

1

1

15

5

5

5

5

5

5

5

TO (OFOI) AVCONTROLSYSTEM

LAN5

AUDIO OUT 1

1

1

1

1

AV FLOORBOX

5RJ45

AV FLOORBOX

1

1

AV FLOORBOX

1

1

AV FLOORBOX

1

1

AV FLOORBOX

1

1

LOCATE ON STAGE

LOCATE ON STAGE

LOCATE ON STAGE

LOCATE ON STAGE

LOCATE ON STAGE

LOCATE ON STAGE


CABLING LEGEND

N

123456

A

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Project Date

Produced



KEY PLAN

BC

D

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Bid Documents

AV DIAGRAMS

T308

Designer Author



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T308

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N.T.S.1

CAFETERIA AV DIAGRAM

# Revision Date


1

C6

FLUSH MOUNTED 4-11/16" SQUARE BOXMIN 3 ¼ " DEEP WITH DOUBLE GANGEXTENSION RING MOUNTED AT 18" A.F.F.

*NOTE: CONTRACTOR SHALL PROVIDE ALLACCESSORIES REQUIRED FOR A COMPLETEAND FUNCTIONAL SYSTEM

1¼" EMT STUBBED TO AVCONTROL LOCATION ABOVE ORACCESSIBLE CEILING WITHINSULATED BUSHING ON END

HDMI AND USBPASS THROUGHWALL PLATE

REFERENCE AV DIAGRAMSFOR CABLING REQUIREMENTS

STP CABLING W/RJ45 END TUCKEDINTO BOX FORFUTURE USE

C6A

ATLAS IPDCM+ IP WALL LED CLOCKUNIT. PROVIDE CAT 6A PATCH CORDAS REQUIRED TO CONNECT DEVICETO TERMINATED PORT.

FLUSH MOUNTED ATLAS IPDC-FEC BOX. MOUNTAT 93" AFF UNLESS OTHERWISE NOTED.

1" EMT STUBBEDABOVE ACCESSIBLE CEILING WITHINSULATED GROMMET ON END

CATEGORY 6ADATA JACK

SECURE CABLE AND JACKWITHIN BOX.

1-PORT SURFACEMOUNT BOX-WHITE

SPEAKER CABLING TO AV DEVICELOCATION AS REQUIRED

CONTROL CABLING TO INTERCOMCALL SWITCH AS REQUIRED

CAT 6A PLENUM UTP CABLE TO IDF/MDF


1¼" EMT STUBBED ABOVEACCESSIBLE CEILING WITH

INSULATED BUSHING ON END

PROVIDE GROMMETED COVER

REFERENCE AV DIAGRAMSFOR CABLING REQUIREMENTS

PROVIDE AV CONTROL AND AUDIO CABLINGAS REQUIRED. TERMINATE FOR FINALCONNECTION TO O.F.O.I. EQUIPMENT.

CONDUIT FROM AV INPUTLOCATION BELOW (IF PRESENT)

FLUSH MOUNTED 4-11/16" SQUARE BOXMINIMUM 3¼" DEEP WITH DOUBLE GANGEXTENSION RING MOUNTED AT 48" A.F.F.

C6 C6

CAT6ADATA JACK

SINGLE GANGFACE PLATE

BLANKINSERTS

FLUSH MOUNTED 4-11/16" SQUARE BOX, MINIMUM2-1/8 " DEEP WITH SINGLE GANG EXTENSION.MOUNT AT 18" A.F.F. UNLESS OTHERWISE NOTED.

1¼" EMT STUBBED ABOVEACCESSIBLE CEILING WITHINSULATED BUSHING ON END

NOTE: CONTRACTOR SHALL PROVIDE ANDINSTALL ALL ACCESSORIES REQUIRED FORA COMPLETE AND FUNCTIONAL SYSTEM

CAT 6A PLENUM RATED UTPCABLING TO NEAREST MDF/IDF

SINGLEGANG BLANKFACE PLATE

FLUSH MOUNTED 4-11/16" SQUARE BOX, MINIMUM2-1/8 " DEEP WITH SINGLE GANG EXTENSION.MOUNT AT 18" A.F.F. UNLESS OTHERWISE NOTED.

1¼" EMT STUBBED ABOVE ACCESSIBLECEILING WITH INSULATED BUSHING ON END

NOTE: WIRELESS ACCESS POINTS ARE OWNER FURNISHEDAND CONTRACTOR INSTALLED.

CATEGORY 6ADATA JACKS

CAT 6A PLENUM UTPROUTED TO ER/TR.

COIL 15' OF CABLE ABOVEEACH ACCESS POINT, HANG

SECURE TO STRUCTURE

CEILING

PLENUM RATED2-PORT SURFACEMOUNT BOX

WALL OR CEILING MOUNTED J-HOOKS ASREQUIRED TO SUPPORT CABLE.

INSTALL J-HOOKS AT 24" MAX ABOVE CEILINGHEIGHT.

DECK

4"

XXXac - A

OUTLET LABELING

SUSPENDED CEILINGBRACKET ATTACHED TOWIRE FROM STRUCTUREABOVE

C6

CAT6ADATA JACK

SINGLE GANGFACE PLATE

BLANKINSERTS

FLUSH MOUNTED 4-11/16 " SQUARE BOX, MINIMUM

2-1/8" DEEP WITH SINGLE GANG EXTENSION.

MOUNT AT 72" A.F.F. UNLESS OTHERWISE NOTED.

1¼" EMT STUBBED ABOVEACCESSIBLE CEILING WITHINSULATED BUSHING ON END



1" EMT CONDUIT TOCAFETERIA/GYMNASIUMEQUIPMENT RACK.

FLUSH MOUNTED DOUBLE GANG BOXMOUNTED AT 2' BELOW CEILINGUNLESS NOTED OTHERWISE

DOUBLE GANG FACE PLATE

75 OHM PLENUM RATED COAXIAL CABLING. TERMINATE AND COIL ABOVE CEILING

FOR FINAL CONNECTION BY OWNER.REFER TO AV DIAGRAMS FOR REQUIREMENTS.

CEILING

CEILING MOUNTED J-HOOKS ASREQUIRED TO SUPPORT CABLE.

INSTALL J-HOOKS AT 24" MAXABOVE CEILING HEIGHT.

DECK

O.F.O.I. IR MICROPHONE PICKUP

FLUSH MOUNTED 4-11/16" SQUARE BOXMIN 3 ¼ " DEEP WITH DOUBLE GANGEXTENSION RING MOUNTED AT 18" A.F.F.


1¼" EMT STUBBED TO AVCONTROL LOCATION ABOVE ORACCESSIBLE CEILING WITHINSULATED BUSHING ON END

DOUBLE GANGBLANKFACEPLATE

C6A

CATEGORY 6ADATA JACK

SECURE CABLE AND JACKWITHIN BOX. PROVIDE BLANKCOVER WITH LABEL

1-PORT SURFACEMOUNT BOX-WHITE

CEILING

DOUBLE GANG BOX MIN 2 1_2" D

WITH SINGLE GANG TILE RING

MOUNTED AT SPECIFIED HEIGHT.

ROUTE CAT 6A PLENUMUTP TO ER/TR

1" EMT STUBBED ABOVEACCESSIBLE CEILINGIF NEEDED.

NOTE: CONTRACTOR SHALL PROVIDE ANDINSTALL ALL ACCESSORIES REQUIREDFOR A FUNCTIONAL AND COMPLETESYSTEM

N

123456

A

B

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D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

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D

FIRST FLOOR

SECOND FLOOR

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10

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AM

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Bid Documents

TELECOM DETAILS

T400

Matthew Connolly



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T400

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ET

AIL

S

NOT TO SCALE1

AV INPUT LOCATIONN.T.S.

2CLOCK LOCATION

N.T.S.3

CONTROL LOCATION

N.T.S.4

DATA VOICE LOCATION

N.T.S.5

DATA ROUGH-IN LOCATION

N.T.S.6

WIRELESS ACCESS POINT - CEILING MOUNTED

N.T.S.8

DIGITAL SIGNAGE LOCATION

N.T.S.9

HEARING ASSIST LOCATION

N.T.S.10

IR MICROPHONE PICKUP LOCATION

AVCTL

AP

C

DSHA

IR

NOT TO SCALE11

AV ROUGH-IN LOCATION AV

N.T.S.12

WIRELESS ACCESS POINT - WALL MOUNTED AP

# Revision Date


1

N

123456

A

B

C

D

E

123456

A

B

C

D

E

Project No.

Project Date

Produced



KEY PLAN

BC

D

EF

A

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D

FIRST FLOOR

SECOND FLOOR

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Bid Documents

TELECOM SCHEDULES

T500

Matthew Connolly



20

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IDF D002C TELECOM SCHEDULETELECOM

ROOM ROOM NUMBER LABELDATA

PORTS COMMENTS

D002C D109 01-C-30/31 2 WIRELESS ACCESS POINT LOCATION

D002C D109 01-C-32/33 2 DATA ONLY LOCATION

D002C D109 01-C-34 1 WALL PHONE LOCATION

D002C D109 01-C-36/37 2 SHORT THROW PROJECTOR LOCATION

D002C D109 01-C-38 1 CLOCK LOCATION






D002C D111 01-D-01/02 2 SHORT THROW PROJECTOR LOCATION

D002C D111 01-D-04/05 2 DATA ONLY LOCATION

D002C D111 01-D-06 1 WALL PHONE LOCATION

D002C D111 01-D-07 1 CLOCK LOCATION

D002C D111 01-D-08/09 2 WIRELESS ACCESS POINT LOCATION

D002C D111A 01-D-10/11 2 DATA ONLY LOCATION



D002C D111A 01-D-16 1 CLOCK LOCATION

D002C D111C 01-D-17/18 2 WIRELESS ACCESS POINT LOCATION

D002C D111C 01-D-19/20 2 MONITOR LOCATION

D002C D111C 01-D-22/23 2 DATA ONLY LOCATION

D002C D111C 01-D-24 1 CLOCK LOCATION

D002C D112 01-D-25/26 2 WIRELESS ACCESS POINT LOCATION





D002C D113 01-D34/35 2 WIRELESS ACCESS POINT LOCATION





D002C D113A 01-D-43/44 2 MONITOR LOCATION


D002C D113A 01-D-48-01-E-01 2 WIRELESS ACCESS POINT LOCATION

D002C D113A 01-E-02/03 2 AV FLOOR BOX LOCATION

D002C D113A 01-E-04 1 CLOCK LOCATION

D002C D114 01-E-05/06 2 MONITOR LOCATION

D002C D114 01-E-08/09 2 DATA ONLY LOCATION

D002C D114 01-E-10 1 CLOCK LOCATION

D002C D115 01-E-11/12 2 WIRELESS ACCESS POINT LOCATION


D002C D115 01-E-15 1 WALL PHONE LOCATION

D002C D115 01-E-17/18 2 SHORT THROW PROJECTOR LOCATION


D002C D115A 01-E-20/21 2 DATA ONLY LOCATION

D002C D115A 01-E-22 2 WIRELESS ACCESS POINT LOCATION

D002C D115A 01-E-23/24 2 DATA ONLY LOCATION

D002C D115A 01-E-25 1 WALL PHONE LOCATION

D002C D115A 01-E-26 1 CLOCK LOCATION


D002C D116 01-E-27/28 2 WIRELESS ACCESS POINT LOCATION


D002C D116 01-E-31 1 WALL PHONE LOCATION

D002C D116 01-E-33/34 2 SHORT THROW PROJECTOR LOCATION

D002C EXT 01-E-35 1 SECURITY CAMERA - MULTI-SENSOR



D002C EXT 01-E-38 1 VIDEO INTERCOM DOOR STATION

Grand total 197

IDF D002C TELECOM SCHEDULETELECOM


PORTS COMMENTS

D002C C001 01-A-01 1 CLOCK LOCATION


D002C C101 01-A-10/11 2 DATA ONLY LOCATION

D002C C101 01-A-12/13 2 WIRELESS ACCESS POINT LOCATION

D002C C101 01-A-14/15 2 DATA ROUGH IN LOCATION



D002C C102 01-A-20 1 WALL PHONE LOCATION

D002C C102 01-A-22/23 2 SHORT THROW PROJECTOR LOCATION


D002C C103 01-A-25/26 2 SHORT THROW PROJECTOR LOCATION


D002C C103 01-A-30 1 WALL PHONE LOCATION



D002C D002 01-A-34 1 DUAL SIDED CLOCK LOCATION

D002C D002 01-A-35 1 SECURITY CAMERA - REINSTALL EXISTING







D002C D005 01-C-48 1 DIGITAL SIGNAGE LOCATION



D002C D006 01-B-02 1 DUAL SIDED CLOCK LOCATION

D002C D006 01-B-03 1 SECURITY CAMERA - REINSTALL EXISTING

D002C D006A 01-B-05 1 CLOCK LOCATION

D002C D006A 01-E-39 1 VIDEO INTERCOM MASTER STATION

D002C D101 01-B-06/07 2 SHORT THROW PROJECTOR LOCATION

D002C D101 01-B-09/10 2 DATA ONLY LOCATION

D002C D101 01-B-11 1 WALL PHONE LOCATION

D002C D101 01-B-12/13 2 WIRELESS ACCESS POINT LOCATION

D002C D101 01-B-14 1 CLOCK LOCATION



















D002C D105 01-B-48-01-C-01 2 WIRELESS ACCESS POINT LOCATION
















MDF A006A TELECOM SCHEDULETELECOM


PORTS COMMENTS

A006A A118B 00-C-06 1 CLOCK LOCATION

A006A A119 00-C-07/08 2 DATA ONLY LOCATION

A006A A119 00-C-09 1 DIGITAL SIGNAGE LOCATION

A006A A120 00-C-10/11 2 DATA ONLY LOCATION

A006A A120 00-C-12 1 CLOCK LOCATION

A006A E002 00-C-13 1 DIGITAL SIGNAGE LOCATION

A006A E002 00-C-14 1 SECURITY CAMERA - REINSTALL EXISTING

A006A E002 00-C-16 1 DUAL SIDED CLOCK LOCATION

A006A E006 00-C-17 1 DIGITAL SIGNAGE LOCATION

A006A E006 00-C-18 1 DUAL SIDED CLOCK LOCATION

A006A E006 00-C-19 1 SECURITY CAMERA - REINSTALL EXISTING

A006A E101 00-C-21/22 2 DATA ONLY LOCATION

A006A E101 00-C-23 1 WALL PHONE LOCATION

A006A E101 00-C-25/26 2 WIRELESS ACCESS POINT LOCATION

A006A E101 00-C-27/28 2 SHORT THROW PROJECTOR LOCATION

A006A E101 00-C-29 1 CLOCK LOCATION











A006A E104 00-C-48-00-D-01 2 WIRELESS ACCESS POINT LOCATION

A006A A101 00-D-01 1 ROOM SCHEDULER LOCATION - 48" AFF

A006A A105 00-D-02 1 ROOM SCHEDULER LOCATION - 48" AFF

A006A E104 00-D-02/03 2 DATA ONLY LOCATION

A006A E104 00-D-04 1 WALL PHONE LOCATION

A006A E104 00-D-06/07 2 SHORT THROW PROJECTOR LOCATION

A006A E105 00-D-08 1 CLOCK LOCATION

A006A E106 00-D-09/10 2 DATA ONLY LOCATION

A006A EXT 00-D-13 1 SECURITY CAMERA - REINSTALL EXISTING

A006A F002 00-D-15 1 DUAL SIDED CLOCK LOCATION

A006A F002 00-D-16 1 DIGITAL SIGNAGE LOCATION

A006A F002 00-D-17 1 SECURITY CAMERA - MULTI-SENSOR


A006A F003D 00-D-19 1 CLOCK LOCATION

A006A F003D 00-D-20/21 2 DATA ONLY LOCATION

A006A F101 00-D-22 1 AV FLOOR BOX LOCATION

A006A F101 00-D-23 1 SECURITY CAMERA - REINSTALL EXISTING





A006A F102B 00-D-29/30 2 WIRELESS ACCESS POINT LOCATION

A006A F102B 00-D-31/32/33 3 DATA ONLY LOCATION

A006A F102B 00-D-34 1 CLOCK LOCATION

A006A B226 00-D-35 2 DATA ONLY LOCATION

A006A A006B 00-D-36 2 DATA ONLY LOCATION

A006A A006A 00-D-37 1 VIDEO INTERCOM DOOR STATION

A006A A119 00-D-38 1 CLOCK LOCATION

A006A A005 00-D-39 1 DUAL SIDED CLOCK LOCATION

A006A EXT 00-D-40 1 SECURITY CAMERA - REINSTALL EXISTING

A006A EXT 01-D-41 1 SECURITY CAMERA - MULTI-SENSOR

Grand total 176

MDF A006A TELECOM SCHEDULETELECOM


PORTS COMMENTS

A006A 66 00-A-01/02 2 DATA ONLY LOCATION

A006A 66 00-A-03/04 2 DATA ONLY LOCATION

A006A 66 00-A-05 1 DUAL SIDED CLOCK LOCATION

A006A F001.1 00-A-06 1 SECURITY CAMERA - REINSTALL EXISTING



A006A 66 00-A-12 1 SECURITY CAMERA - MULTI-SENSOR


A006A A002 00-A-16 1 SECURITY CAMERA - REINSTALL EXISTING

A006A A002 00-A-17 1 DIGITAL SIGNAGE LOCATION

A006A A004D 00-A-18/19 2 DATA ONLY LOCATION

A006A A005 00-A-20 2 WIRELESS ACCESS POINT LOCATION

A006A A006 00-A-21 1 SECURITY CAMERA - MULTI-SENSOR

A006A A006B 00-A-22 2 DATA ONLY LOCATION

A006A A101 00-A-23 1 SECURITY CAMERA - REINSTALL EXISTING

A006A A101 00-A-24 1 DIGITAL SIGNAGE LOCATION

A006A A101 00-A-25/26 2 DATA ONLY LOCATION


A006A A102 00-A-29 1 AV INPUT LOCATION

A006A A102 00-A-30/31 2 WIRELESS ACCESS POINT LOCATION

A006A A102 00-A-32/33 2 AV FLOOR BOX LOCATION

A006A A102 00-A-34 2 SHORT THROW PROJECTOR LOCATION

A006A A102 00-A-35 1 CLOCK LOCATION

A006A A103 00-A-36/37 2 WIRELESS ACCESS POINT LOCATION

A006A A103 00-A-38/39 2 MONITOR LOCATION






A006A A105 00-A-48-00-B-01 2 DATA ONLY LOCATION

A006A A105 00-B-02/03 2 DATA ONLY LOCATION

A006A A106 00-B-04/05 2 WIRELESS ACCESS POINT LOCATION


A006A A106 00-B-08 1 CLOCK LOCATION


























A006A A118 00-C-01 1 WALL PHONE LOCATION

A006A A118 00-C-02 1 CLOCK LOCATION

A006A A118A 00-C-03/04 2 DATA ONLY LOCATION

A006A A118B 00-C-05 1 WALL PHONE LOCATION

IDF D022A TELECOM SCHEDULETELECOM


PORTS COMMENTS

D022A C020 02-A-01 1 DUAL SIDED CLOCK LOCATION

D022A C201 02-A-02/03 2 WIRELESS ACCESS POINT LOCATION

D022A C201 02-A-04/05 2 DATA ONLY LOCATION

D022A C201 02-A-06 1 WALL PHONE LOCATION

D022A C201 02-A-08/09 2 SHORT THROW PROJECTOR LOCATION

D022A C201 02-A-10 1 CLOCK LOCATION

D022A C202 02-A-11/12 2 SHORT THROW PROJECTOR LOCATION

D022A C202 02-A-14/15 2 DATA ONLY LOCATION

D022A C202 02-A-16 1 WALL PHONE LOCATION

D022A C202 02-A-17/18 2 WIRELESS ACCESS POINT LOCATION

D022A C202 02-A-19 1 CLOCK LOCATION

D022A D022 02-A-20 1 SECURITY CAMERA - REINSTALL EXISTING


D022A D022 02-A-22 1 DUAL SIDED CLOCK LOCATION



D022A D025 02-A-29 1 DIGITAL SIGNAGE LOCATION



D022A D025 02-A-34/35 2 WIRELESS ACCESS POINT LOCATION




D022A D201 02-A-40/41 2 DATA ONLY LOCATION

D022A D201 02-A-42 1 WALL PHONE LOCATION

D022A D201 02-A-44/45 2 SHORT THROW PROJECTOR LOCATION

D022A D201 02-A-46 1 CLOCK LOCATION


D022A D202 02-B-01/02 2 DATA ONLY LOCATION

D022A D202 02-B-03 1 WALL PHONE LOCATION

D022A D202 02-B-05/06 2 SHORT THROW PROJECTOR LOCATION

D022A D202 02-B-07 1 CLOCK LOCATION

D022A D203 02-B-09/10 2 MONITOR LOCATION


D022A D203 02-B-13/14 2 WIRELESS ACCESS POINT LOCATION




















D022A D207 02-C-01/02 2 WIRELESS ACCESS POINT LOCATION

D022A D207 02-C-03 1 CLOCK LOCATION


D022A D208 02-C-06/07 2 DATA ONLY LOCATION

D022A D208 02-C-08 1 WALL PHONE LOCATION


D022A D209 02-C-10/11 2 SHORT THROW PROJECTOR LOCATION














D022A D211 02-C-37 2 WIRELESS ACCESS POINT LOCATION







D022A D211A 02-C-48-02-D-01 2 DATA ONLY LOCATION

D022A D211A 02-D-02/03 2 DATA ONLY LOCATION

D022A D211A 02-D-06 1 CLOCK LOCATION

D022A D211C 02-D-07/08 2 MONITOR LOCATION

D022A D211C 02-D-09/10 2 WIRELESS ACCESS POINT LOCATION

D022A D211C 02-D-12/13 2 DATA ONLY LOCATION

D022A D211C 02-D-14 1 CLOCK LOCATION

D022A D212 02-D-16 2 WIRELESS ACCESS POINT LOCATION

D022A D212 02-D-18/19 2 DATA ROUGH IN LOCATION

D022A D212 02-D-20 1 WALL PHONE LOCATION

D022A D212 02-D-21/22 2 SHORT THROW PROJECTOR LOCATION

D022A D212 02-D-24 1 CLOCK LOCATION

Grand total 144

# Revision Date




3

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Project No.

Project Date

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FIRST FLOOR

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10.17.2018

Bid Documents

TELECOM & SECURITYSCHEDULES

T501

Designer Author



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IT G012A TELECOM SCHEDULETELECOM


PORTS COMMENTS

G012A 66 05-A-01 1 WALL PHONE LOCATION W/ TIME CLOCK @ 48"A.F.F

G012A 66 05-A-02 1 DIGITAL SIGNAGE LOCATION

G012A EXT 05-A-04 1 SECURITY CAMERA - REINSTALL EXISTING

G012A EXT 05-A-05 1 SECURITY CAMERA - MULTI-SENSOR

G012A EXT 05-A-06 1 SECURITY CAMERA - MULTI-SENSOR

G012A EXT 05-A-07 1 SECURITY CAMERA LOCATION



G012A EXT 05-B-09 1 VIDEO INTERCOM DOOR STATION

G012A F001.1 05-A-03 1 SECURITY CAMERA - REINSTALL EXISTING

G012A G001A 05-A-10 1 CLOCK LOCATION

G012A G001B 05-A-11/12 2 DATA ONLY LOCATION

G012A G001B 05-A-13/14 2 WIRELESS ACCESS POINT LOCATION

G012A G001B 05-A-15 1 CLOCK LOCATION

G012A G002 05-A-25 1 SECURITY CAMERA - REINSTALL EXISTING

G012A G002A 05-A-16/17 2 DATA ONLY LOCATION

G012A G002A 05-A-18/19 2 DATA ONLY LOCATION


G012A G002C 05-A-22/23 2 DATA ONLY LOCATION

G012A G003 05-A-24 1 SECURITY CAMERA - REINSTALL EXISTING

G012A G101 05-A-26 1 CLOCK LOCATION

G012A G101 05-A-27 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION




G012A G101 05-A-31 1 SECURITY CAMERA - MULTI-SENSOR

G012A G101A 05-A-33 1 CLOCK LOCATION

G012A G101B 05-A-34/35 2 WIRELESS ACCESS POINT LOCATION


G012A G101B 05-A-38 1 CLOCK LOCATION

G012A G102 05-A-39/40 2 DATA ONLY LOCATION

G012A G102 05-A-41 1 WALL PHONE LOCATION

G012A G102 05-B-10 1 CLOCK LOCATION

G012A G103 05-A-42 1 SECURITY CAMERA - MULTI-SENSOR







G012A G103B 05-B-02/03 2 DATA ONLY LOCATION

G012A G103B 05-B-04/05 2 WIRELESS ACCESS POINT LOCATION

G012A G103B 05-B-06 1 CLOCK LOCATION

G012A G104 05-B-07 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION


Grand total 56

TR F104A TELECOM SCHEDULETELECOM


PORTS COMMENTS

F104A EXT 04-A-01 1 SECURITY CAMERA - REINSTALL EXISTING

F104A EXT 04-A-02 1 SECURITY CAMERA - MULTI-SENSOR

F104A EXT 04-B-19 1 VIDEO INTERCOM DOOR STATION

F104A F004 04-A-03 1 SECURITY CAMERA - REINSTALL EXISTING

F104A F103 04-A-04/05 2 WALL MOUNTED WIRELESS ACCESS POINTLOCATION

F104A F103 04-A-05/06/07/08/09/10 6 TEMPORARY DATA LOCATION

F104A F103 04-A-11/12/13/14 4 TEMPORARY DATA LOCATION




F104A F103 04-A-27 1 CLOCK LOCATION


F104A F103 04-A-34/35 2 WALL MOUNTED WIRELESS ACCESS POINTLOCATION


F104A F103 04-A-42 1 CEILING MOUNTED PROJECTOR LOCATION

F104A F103 04-A-43 1 SECURITY CAMERA - MULTI-SENSOR

F104A F103 04-A-44 1 CLOCK LOCATION

F104A F103 04-A-45/46/47/48-04-B-01/02 6 TEMPORARY DATA LOCATION

F104A F103 04-B-03/04 2 WALL MOUNTED WIRELESS ACCESS POINTLOCATION

F104A F103B 04-B-05/06 2 DATA ONLY LOCATION

F104A F103C 04-B-07/08 2 DATA ONLY LOCATION

F104A F104 04-B-09/10 2 AV FLOOR BOX LOCATION





Grand total 68

TR B005A TELECOM SCHEDULETELECOM


PORTS COMMENTS

B005A B205 03-E-24 1 WALL PHONE LOCATION

B005A B205 03-E-25/26 2 WIRELESS ACCESS POINT LOCATION

B005A B205 03-E-27/28 2 MONITOR LOCATION

B005A B205 03-E-29/30 2 MONITOR LOCATION


B005A B205 03-E-33/34 2 DATA ROUGH IN LOCATION

B005A B205 03-E-35/36 2 DATA ONLY LOCATION


B005A B205 03-E-39/40 1 CLOCK LOCATION

B005A B206 03-E-41/42 2 SHORT THROW PROJECTOR LOCATION


B005A B206 03-E-46 1 WALL PHONE LOCATION


B005A B206 03-F-01 1 CLOCK LOCATION

B005A C004 03-F-02 1 SECURITY CAMERA - REINSTALL EXISTING

B005A C104 03-F-04/05 2 WIRELESS ACCESS POINT LOCATION

B005A C104 03-F-07/08 2 SHORT THROW PROJECTOR LOCATION

B005A C104 03-F-09/10 2 DATA ONLY LOCATION

B005A C104 03-F-11 1 WALL PHONE LOCATION

B005A C104 03-F-12 1 CLOCK LOCATION











B005A EXT 03-F-31 1 SECURITY CAMERA - REINSTALL EXISTING

B005A EXT 03-F-32 1 SECURITY CAMERA - MULTI-SENSOR

B005A EXT 03-F-33 1 SECURITY CAMERA - MULTI-SENSOR

B005A R1 03-F-34 1 DUAL SIDED CLOCK LOCATION

B005A R1 03-F-35 1 SECURITY CAMERA - REINSTALL EXISTING

Grand total 246

TR B005A TELECOM SCHEDULETELECOM


PORTS COMMENTS

B005A B001 03-A-01 1 SECURITY CAMERA - REINSTALL EXISTING

B005A B002 03-A-03 1 DUAL SIDED CLOCK LOCATION


B005A B005 03-A-10 1 DIGITAL SIGNAGE LOCATION


B005A B005 03-A-13 1 DUAL SIDED CLOCK LOCATION



B005A B101 03-A-13/14 2 WIRELESS ACCESS POINT LOCATION

B005A B101 03-A-15/16 2 SHORT THROW PROJECTOR LOCATION

B005A B101 03-A-18/19 2 DATA ONLY LOCATION

B005A B101 03-A-20 1 WALL PHONE LOCATION

B005A B101 03-A-21 1 CLOCK LOCATION


B005A B102 03-A-24/25 2 MONITOR LOCATION














B005A B105 03-B-01/02 2 SHORT THROW PROJECTOR LOCATION

B005A B105 03-B-04/05 2 DATA ONLY LOCATION

B005A B105 03-B-06 1 WALL PHONE LOCATION

B005A B105 03-B-07 1 CLOCK LOCATION

B005A B106 03-B-08/09 2 WIRELESS ACCESS POINT LOCATION























B005A B110 03-C-02/03 2 WIRELESS ACCESS POINT LOCATION

B005A B110 03-C-04 1 CLOCK LOCATION


B005A B111 03-C-08/09 2 DATA ONLY LOCATION

B005A B111 03-C-10 1 WALL PHONE LOCATION

B005A B111 03-C-11/12 2 SHORT THROW PROJECTOR LOCATION

B005A B111 03-C-13/14 1 CLOCK LOCATION


B005A B112 03-C-17 1 WALL PHONE LOCATION



B005A B112A 03-C-23 1 CLOCK LOCATION

B005A B112A 03-C-24/25 2 WIRELESS ACCESS POINT LOCATION

B005A B112A 03-C-26/27 2 DATA ONLY LOCATION



B005A B112A 03-C-32 1 WALL PHONE LOCATION

B005A B112C 03-C-33/34 2 MONITOR LOCATION

B005A B112C 03-C-37/38 2 DATA ONLY LOCATION

B005A B112C 03-F-37 1 CLOCK LOCATION

B005A B113 03-C-39 1 CLOCK LOCATION



B005A B113 03-C-45 1 TEACHER STATION XXXXXXXXXXXXX


B005A B201 03-C-48-03-D-01 2 WIRELESS ACCESS POINT LOCATION

B005A B201 03-D-02/03 2 DATA ONLY LOCATION

B005A B201 03-D-04 1 WALL PHONE LOCATION

B005A B201 03-D-06/07 2 SHORT THROW PROJECTOR LOCATION

B005A B201 03-D-08 1 CLOCK LOCATION




B005A B202 03-D-15/16 2 WIRELESS ACCESS POINT LOCATION





B005A B203 03-D-24/25 2 WIRELESS ACCESS POINT LOCATION







B005A B204A 03-D-34/35 2 MONITOR LOCATION

B005A B204A 03-D-36/37 2 DATA ONLY LOCATION

B005A B204A 03-D-39 1 CLOCK LOCATION

B005A B204B 03-D-40/41 2 DATA ONLY LOCATION

B005A B204E 03-D-42 1 CLOCK LOCATION

B005A B204E 03-D-43/44/45/46 4 DATA ONLY LOCATION

B005A B204E 03-D-47/48 2 DATA ROUGH IN LOCATION

B005A B204F 03-E-01/02 2 DATA ONLY LOCATION

B005A B204F 03-E-03/04/05/06 4 DATA ROUGH IN LOCATION

B005A B204F 03-E-07/08/09/10 4 DATA ROUGH IN LOCATION

B005A B204F 03-E-11 1 CLOCK LOCATION

B005A B204G 03-E-12/13 2 DATA ONLY LOCATION

B005A B204G 03-E-14/15 2 DATA ONLY LOCATION

B005A B204G 03-E-16/17 2 WIRELESS ACCESS POINT LOCATION

B005A B204G 03-E-18 1 CLOCK LOCATION

B005A B205 03-E-19/20 2 SHORT THROW PROJECTOR LOCATION


ACCESS CONTROL SCHEDULEDOOR NUMBER PANEL LOCATION LABEL COMMENTS

A001.1 A006A A001.1-CR1 EAC DOOR TYPE D4

A001.2 A006A A001.2-DPS EAC DOOR TYPE D2


A001.4 A006A A001.4-DPS EAC DOOR TYPE S2



A004D.1 A006A A004D.1-DPS EAC DOOR TYPE D1

A006A A006A A006A-CR1 EAC DOOR TYPE S3

A006B.1 A006A A006B.1-DPS EAC DOOR TYPE D1





B002 B005A B002-DPS EAC DOOR TYPE D3

D002 D002C D002-DPS EAC DOOR TYPE D2

D006.1 D002C D006.1-DPS EAC DOOR TYPE S2

D006.2 D002C D006.2-CR1 EAC DOOR TYPE S3

D006.4 D002C D006.4-CR1 EAC DOOR TYPE D3

D006A D002C D006A-DPS EAC DOOR TYPE S4

D113K A006A D113K-CR1 EAC DOOR TYPE S3

D115.1 D002C D115.1-DPS EAC DOOR TYPE D1

E001.1 A006A E001.1-CR1 EAC DOOR TYPE D4

E001.2 A006A E001.2-DPS EAC DOOR TYPE D2

E005 A006A E005-CR1 EAC DOOR TYPE D4

E106.1 G012A E106.1-DPS EAC DOOR TYPE S4

F001.1 G012A F001.1-DPS EAC DOOR TYPE D2

F001.2 G012A F001.2-CR1 EAC DOOR TYPE D4

F001.3 G012A F001.3-DPS EAC DOOR TYPE D2

F003 A006A F003-DPS EAC DOOR TYPE D2

F004.1 F104A F004.1-DPS EAC DOOR TYPE D2



F104 IDF F104A F104-DPS EAC DOOR TYPE S4

G003.3 G012A G003.3-DPS EAC DOOR TYPE D2

G003.4 G012A G003.4-CR1 EAC DOOR TYPE D3


G103.2 G012A G103.2-CR1 EAC DOOR TYPE D5


G103.6 G012A G103.6-DPS EAC DOOR TYPE S1

G103A G012A G103A-DPS EAC DOOR TYPE S1

G104A G012A G104A-DPS EAC DOOR TYPE S1

# Revision Date




3

Report of Geotechnical Engineering Investigation

Eastwood Middle School Additions and Renovation

4401 East 62nd Street

Indianapolis, Indiana Patriot Project No.: 18-1645-01G

PPrreeppaarreedd FFoorr:: Mr. Wesley Harrison

Lynch, Harrison & Brumleve, Inc. 550 Virginia Avenue Indianapolis, Indiana 46203

PPrreeppaarreedd BByy:: Patriot Engineering and Environmental, Inc. 6150 East 75th Street Indianapolis, Indiana 46250

November 8, 2018

November 8, 2018 Mr. Wesley Harrison Lynch, Harrison & Brumleve, Inc. 550 Virginia Avenue Indianapolis, Indiana 46203 Re: Report of Geotechnical Engineering Investigation

Eastwood Middle School Additions and Renovation

4401 East 62nd Street

Indianapolis, Indiana Patriot Project No.: 18-1645-01G Dear Wes: Attached is the report of our subsurface investigation for the above referenced project. This investigation was completed in general accordance with our Proposal No. P18-1328-01G dated August 20, 2018. This report includes detailed and graphic logs of eighteen (18) soil borings drilled at the proposed project site. Also included in the report are the results of laboratory tests performed on samples obtained from the site, and geotechnical recommendations pertinent to the site development, foundation design, and construction. We appreciate the opportunity to perform this geotechnical engineering investigation and are looking forward to working with you during the construction phase of the project. If you have any questions regarding this report or if we may be of any additional assistance regarding any geotechnical aspect of the project, please do not hesitate to contact our office. Respectfully submitted,

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MMiicchhaaeell HHaammmmoonndd,, EE..II.. SSaalliimm IIllmmuuddeeeenn,, PP..EE.. Geotechnical Engineer Principal Engineer

Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G

Patriot Engineering and Environmental, Inc. Page ii

TTAABBLLEE OOFF CCOONNTTEENNTTSS 11..00 IINNTTRROODDUUCCTTIIOONN ...................................................................................................... 1

1.1 General ........................................................................................................... 1 1.2 Purpose and Scope ......................................................................................... 1

22..00 PPRROOJJEECCTT IINNFFOORRMMAATTIIOONN ....................................................................................... 1

33..00 SSIITTEE AANNDD SSUUBBSSUURRFFAACCEE CCOONNDDIITTIIOONNSS .................................................................. 2 3.1 Site Conditions ................................................................................................ 2 3.2 General Subsurface Conditions ....................................................................... 2 3.3 Groundwater Conditions .................................................................................. 3

44..00 DDEESSIIGGNN RREECCOOMMMMEENNDDAATTIIOONNSS .............................................................................. 4 4.1 Basis ............................................................................................................... 4 4.2 Foundations .................................................................................................... 4 4.3 Floor Slabs ...................................................................................................... 5 4.4 Seismic Considerations ................................................................................... 6 4.5 Pavements ...................................................................................................... 7

55..00 CCOONNSSTTRRUUCCTTIIOONN CCOONNSSIIDDEERRAATTIIOONNSS ..................................................................... 8 5.1 Site Preparation .............................................................................................. 8 5.2 Foundation Excavations .................................................................................. 9 5.3 Structural Fill and Fill Placement Control ....................................................... 10 5.4 Chemical Modification Considerations ........................................................... 11 5.5 Groundwater Considerations ......................................................................... 12

66..00 IINNVVEESSTTIIGGAATTIIOONNAALL PPRROOCCEEDDUURREESS ...................................................................... 12 6.1 Field Work ..................................................................................................... 12 6.2 Laboratory Testing ........................................................................................ 13

77..00 IILLLLUUSSTTRRAATTIIOONNSS .................................................................................................... 14

AAPPPPEENNDDIICCEESS Appendix A: Site Vicinity Map (Figure No. 1) Boring Location Map (Figure No. 2) Boring Logs Boring Log Key Unified Soil Classification System (USCS) Appendix B: Seismic Site Class Evaluation Appendix C: General Qualifications Standard Clause for Unanticipated Subsurface Conditions


Patriot Engineering and Environmental, Inc. Page 1

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Patriot Project No.: 18-1645-01G

11..00 IINNTTRROODDUUCCTTIIOONN

11..11 GGeenneerraall

Eastwood Middle School in conjunction with Lynch, Harrison & Brumleve, Inc. is planning

the construction of new additions at the existing Eastwood Middle School located at 4401

East 62nd Street in Indianapolis, Indiana. The results of our geotechnical engineering

investigation for the project are presented in this report.

11..22 PPuurrppoossee aanndd SSccooppee

The purpose of this investigation is to determine the general near surface and subsurface

conditions within the project area and to develop the geotechnical engineering

recommendations necessary for the design and construction of the proposed additions.

This was achieved by drilling soil borings, and by conducting laboratory tests on samples

taken from the borings. This report contains the results of our findings, an engineering

interpretation of these results with respect to the available project information, and

recommendations to aid in the design and construction of the proposed additions.

22..00 PPRROOJJEECCTT IINNFFOORRMMAATTIIOONN

The proposed project includes the construction of new additions to the existing Eastwood

Middle School located at 4401 East 62nd Street in Indianapolis, Indiana. The proposed

building additions will be one (1) and two (2)-story structures of slab-on-grade

construction. The proposed additions are located surrounding the existing building, with

portions varying in size on the north, west, south, and east side of the existing structure.

In additions, the renovations will include modification and construction of new pavement

areas at the school.

Based on information provided by Lynch, Harrison & Brumleve, Inc., we understand that

the proposed structures will have wall loads not exceeding 2,000 pounds per lineal feet

(plf), isolated column loads not exceeding 160 kips, and that floor loads will not exceed

150 pounds per square foot (psf). Additionally, based on visual observations of the



existing site, it is assumed that any grade raise fill to complete the construction of building

pads, finished pavement subgrades, etc., will not exceed 2 feet above the existing ground

surface.

33..00 SSIITTEE AANNDD SSUUBBSSUURRFFAACCEE CCOONNDDIITTIIOONNSS

33..11 SSiittee CCoonnddiittiioonnss

The project site includes multiple areas surrounding the existing Eastwood Middle School

building. These areas consist of both grass areas, as well as portions within the existing

parking lot. The surrounding area is generally an area of residential development. The

topography in the area proposed for construction is generally flat.

33..22 GGeenneerraall SSuubbssuurrffaaccee CCoonnddiittiioonnss

Our interpretation of the subsurface conditions is based upon eighteen (18) soil borings

drilled at the approximate locations shown on the Boring Location Map (Figure No. 2) in

Appendix “A”. All depths discussed below refer to depths below the existing ground

surface. Based on the results of the soil borings completed at the site, the following

subsurface profile is presented. A description of each general soil unit has been identified

and is described below:

Topsoil – Topsoil, a surficial layer of material that is a blend of silts, sands, and clays, with

varying amounts of organic matter, was encountered at the ground surface at fourteen

(14) of the eighteen (18) boring locations. The topsoil layer was about 8 to 10 inches thick

in the borings.

Asphalt – Asphalt underlain by crushed stone was encountered in four (4) soil borings (B-

5 through B-8). The asphalt layer was about 6 to 10 inches thick, underlain by

approximately 4 to 6 inches of crushed stone.

Silty and/or Sandy Clay (CL and CL-ML) - The surficial layer is generally underlain by

medium stiff to hard silty and/or sandy clay. The silty and/or sandy clay layers typically

extends to termination of the soil borings (approximately 15 to 40 feet below the existing

ground surface) with interbedded sand layers. However, layers of very soft to soft

clays were encountered at two (2) boring locations. Table 1 below presents the

extent of the unsuitable soils encountered in the soil borings. The natural moisture

content of the medium stiff to hard materials ranges from 8 to 29 percent (%). The silty

and/or sandy clay layers have unconfined compressive strengths, as determined by a



hand penetrometer, of 0.75 to greater than 4.5 tons per square foot (tsf). Standard

Penetration Test N-values (blow counts) in these materials varied from 5 to more than 50

blows per foot (bpf).

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Boring

Number Soil Classification

Approximate Depth of

Unsuitable Soils

(feet)(1)

B-1 Very Soft to Soft Silty Clay (CL) 3.5 to 8.5

B-8 Soft Silty Clay (CL) 0 to 3.5

(1) Represents depth below existing ground surface.

Sands (SP-SM, SC, and SM) – Within the silty and/or sandy clay layers, loose to medium

dense sand, clayey sand, and silty sand layers were encountered in eight (8) soil borings

at depths between 3.5 to 20+ feet below existing grade. Standard Penetration Test N-

values in these sands varied from 6 and 40 bpf.

Sandy Silt (ML) – Within the silty and/or sandy clay layers, a medium dense sandy silt

layer was encountered from 6 to 8.5 feet below the existing ground surface in Boring B-5.

The Standard Penetration Test N-value in this sandy silty was 11 bpf.

The soil conditions described above are general, and some variations in the descriptions

should be expected; for more specific information, please refer to the boring logs

presented in Appendix “A”. It should be noted that the dashed stratification lines shown

on the soil boring logs indicate approximate transitions between soil types. In-situ

stratification changes could occur gradually or at different depths.

33..33 GGrroouunnddwwaatteerr CCoonnddiittiioonnss

The term groundwater pertains to any water that percolates through the soil found on site.

This includes any overland flow that permeates through a given depth of soil, perched

water, and water that occurs below the “water table”, a zone that remains saturated and

water-bearing year round.

Groundwater was observed during drilling in five (5) of the eighteen (18) soil borings

performed at the site at depths between 17 to 19 feet below the existing ground surface.

Groundwater was not observed in the remaining borings during drilling. Immediately after

the borings were completed and the augers were removed from the boreholes,



groundwater was observed at depths between 14 to 31 feet below the existing ground

surface in three (3) of the eighteen (18) soil borings. The remaining borings were dry at

the cave-in depths shown on the boring logs.

It should be recognized that fluctuations in the groundwater level should be expected

over time due to variations in rainfall and other environmental or physical factors. The

true static groundwater level can only be determined through observations made

in cased holes over a long period of time, the installation of which was beyond

the scope of this investigation.

44..00 DDEESSIIGGNN RREECCOOMMMMEENNDDAATTIIOONNSS

44..11 BBaassiiss

Our recommendations are based on data presented in this report, which include soil

borings, laboratory testing, and our experience with similar projects. Subsurface variations

that may not be indicated by a dispersive exploratory boring program can exist on any

site. If such variations or unexpected conditions are encountered during construction, or if

the project information is incorrect or changed, we should be informed immediately since

the validity of our recommendations may be affected.

44..22 FFoouunnddaattiioonnss

As previously mentioned, very soft to soft clays were encountered in two (2) soil borings

performed at the project site (refer to Table 1). If very soft to soft clays or other

unsuitable materials are encountered at the footing level or below, they must be

undercut and replaced with well-compacted structural fill or improved in-place

prior to construction of foundations or the footings can be extended to suitable

natural soils. If soft soils are encountered near the existing structure, shoring

and/or underpinning of the existing structure may be necessary to undercut the

unsuitable soils. Following the excavation of the footing areas, the foundations

subgrade should be visually inspected by a Patriot representative and probed at multiple

locations at isolated footings and at every 10 feet (maximum) along wall footings using a

Dynamic Cone Penetrometer (DCP) to a minimum depth of 5 feet below the footing

subgrade to verify that the underlying soil has a SPT blow count of 7 or more or

unconfined compressive strength of 1.0 tsf or more. Any unsuitable soils encountered at

the footing subgrade or below should be removed and replaced with well-compacted

structural fill.



Provided the above recommendations are followed, the proposed structures can be

supported on spread footings bearing on the medium stiff to very stiff silty and/or sandy

clays encountered at shallow depths or on new well-compacted structural fill overlying the

same. These footings should be proportioned using a net allowable soil bearing pressure

not exceeding 2,500 pounds per square foot (psf) for column footings or 2,000 psf for wall

(strip) footings. For proper performance at the recommended design bearing pressure,

foundations must be constructed in compliance with the recommendations for footing

excavation inspection that are discussed in Section 5.0 “Construction Considerations”.

In using the above net allowable soil bearing pressures, the weight of the foundation and

backfill over the foundation need not be considered. Hence, only loads applied at or

above the minimum finished grade adjacent to the footing need to be used for

dimensioning the foundations. Each new foundation should be positioned so it does not

induce significant pressure on adjacent foundations; otherwise the stress overlap must be

considered in the design.

All exterior foundations and foundations in unheated areas should be located at a depth

of at least 30 inches below final exterior grade for frost protection. However, interior

foundations in heated areas can bear at depths of approximately 24 inches below the

finished floor. We recommend that wall (strip) footings be at least 18 inches wide and

column footings be at least 24 inches wide for bearing capacity considerations.

We estimate that the total foundation settlement should not exceed approximately 1 inch

and that differential settlement should not exceed about ¾ inch. Careful field control

during construction is necessary to minimize the actual settlement that will occur.

Positive drainage of surface water, including downspout discharge, should be

maintained away from structure foundations to avoid wetting and weakening of the

foundation soils both during construction and after construction is complete.

44..33 FFlloooorr SSllaabbss

The near surface or shallow subgrade soils encountered within the proposed addition

footprints generally consist of medium stiff to very stiff silty and/or sandy clays, which if

properly prepared are suitable for floor slab support. However, soft clays were

encountered in two (2) of the eighteen (18) soil borings at the project site. If soft

clays or other unsuitable soils are encountered in floor slab areas, these

unsuitable soils should be undercut and replaced with well-compacted structural



fill prior to construction of floor slabs. Furthermore, depending on the weather

conditions at the time of construction, scarifying and drying and/or chemical modification

(Refer to Section 5.4 “Chemical Modification Considerations”) may be necessary to

manage moisture contents in the clays in order to achieve the necessary subgrade soil

support prior to the placement of floor slabs or any grade raise fill.

We recommend that all floor slabs be designed as "floating", that is, fully ground

supported and not structurally connected to walls or foundations. This is to minimize the

possibility of cracking and displacement of the floor slabs because of differential

movements between the slab and the foundation. Although the movements are estimated

to be within the tolerable limits for the structural safety, such movements could be

detrimental to the slabs if they were rigidly connected to the foundations. Additionally, we

recommend that all slabs should be liberally jointed and designed with the appropriate

reinforcement for the anticipated loading conditions.

The building floor slabs should be supported on a minimum 6 inch thick well-compacted

granular base course (i.e. Indiana Department of Transportation (INDOT) No. 53 crushed

stone) bearing on a suitably prepared subgrade (Refer to Section 5.0 “Construction

Considerations”). The granular base course is expected to help distribute loads and

equalize moisture conditions beneath the slab.

Provided that the recommendations above for floor slab design and construction are

followed, a modulus of subgrade reaction, “K30” value of 100 pounds per cubic inch (pci),

is recommended for the design of ground supported floor slabs. It should be noted that

the “K30” modulus is based on a 30 inch diameter plate load empirical relationship.

44..44 SSeeiissmmiicc CCoonnssiiddeerraattiioonnss

For structural design purposes, we recommend using a Site Classification of “C” as

defined by the 2014 Indiana Building Code (modified 2012 International Building Code

(IBC)). Furthermore, along with using a Site Classification of “C”, we recommend the use

of the maximum considered spectral response acceleration and design spectral response

acceleration coefficients provided in Table No. 2 below. Refer to Appendix “B” for

“Seismic Site Class Evaluation” report summary.



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0.2 SS = 0.151 g 1.20 SDS = 0.121 g

1.0 S1 = 0.083 g 1.70 SD1 = 0.094 g

These values were obtained from the “Earthquake Ground Motion Parameters” program

for seismic design, developed by the United States Geological Survey (USGS)

Earthquake Hazard Program, utilizing latitude 39.86756° (degree) north and longitude

86.09258° (degree) west as the designation for identifying the location of the parcel.

Other earthquake resistant design parameters should be applied consistent with the

minimum requirements of the 2014 Indiana Building Code.

44..55 PPaavveemmeennttss

The near surface or shallow subgrade soils encountered within the proposed pavement

areas generally consist of medium stiff to very stiff silty and/or sandy clays, which if

properly prepared are suitable for pavement support. However, soft clays were

encountered in two (2) of the eighteen (18) soil borings at the project site. If soft

clays or other unsuitable soils are encountered in pavement areas, these

unsuitable soils should be undercut and replaced with well-compacted structural

fill prior to construction of pavements. Furthermore, depending on the weather

conditions at the time of construction, scarifying and drying and/or chemical modification

(Refer to Section 5.4 “Chemical Modification Considerations”) may be necessary to

manage moisture contents in the clays in order to achieve the necessary subgrade soil

support prior to the placement of pavement sections or any grade raise fill.

If construction is performed during a wet or cold period, the contractor will need to

exercise care during the grading and fill placement activities in order to achieve the

necessary subgrade soil support for the pavement section (Refer to Section 5.0

“Construction Considerations”). The base soil for the pavement section will need to be

firm and dry. The subgrade should be sloped properly in order to provide good base

drainage. To minimize the effects of groundwater or surface water conditions, the base



section for the pavement system should be sufficiently high above adjacent ditches and

properly graded to provide pavement surface and pavement base drainage.

Based upon the near surface soils encountered in the borings, we recommend using a

California Bearing Ratio (CBR) value of 3 for the design of flexible (hot mix asphalt

(HMA)) pavement sections. For design of rigid (concrete) pavement sections, we

recommend using a modulus of subgrade reaction value of 100 pounds per cubic inch

(pci). It should be recognized though, that the recommended CBR and modulus of

subgrade reaction values provided are based on empirical relationships only, and

laboratory tests may determine higher allowable values.

55..00 CCOONNSSTTRRUUCCTTIIOONN CCOONNSSIIDDEERRAATTIIOONNSS

55..11 SSiittee PPrreeppaarraattiioonn

All areas that will support foundations, floors, pavements or newly placed structural fill

must be properly prepared. All loose surficial soil or “topsoil” and other unsuitable

materials must be removed. Unsuitable materials include: frozen soil, relatively soft

material, relatively wet soils, deleterious material, or soils that exhibit a high organic

content. Additionally, all existing trees, under-brush and associated root-mass must

also be completely removed within the proposed building and pavement areas

prior to construction.

Approximately 8 to 10 inches of loose surficial topsoil was encountered in the borings.

The topsoil was measured at discrete locations as shown on the Boring Location Map

(Figure No. 2) in Appendix “A”. The topsoil thickness measured at the boring locations

may or may not be representative of the overall average topsoil thickness at the site.

Therefore, it is possible that the actual stripping depth could significantly vary from this

data. The data presented should be viewed only as a guide to the minimum stripping

depth that will be required to remove organic material at the surface. Additional field

exploration by Patriot would be required to provide an accurate estimate of the stripping

depth. This limited data indicates that a minimum stripping depth will be required to

remove the organic material at the surface, followed by the potential for additional

stripping and/or scarification and recompaction as may be required to achieve suitable

subgrade support. Additionally, if saturated conditions exist with the surface soils,

light tracked equipment could be required to avoid pushing organics deeper into

the suitable subgrade soils. A Patriot representative should verify the stripping depth at

the time grading operations occur.



Prior to construction of floor slabs, pavements or the placement of new structural

fill, the exposed subgrade must be evaluated by a Patriot representative; which will

include proofrolling of the subgrade. Proofrolling should consist of repeated passes of

a loaded, pneumatic-tired vehicle such as a tandem-axle dump-truck or scraper. The

proofrolling operations should be observed by a Patriot representative, and the

proofrolling vehicle should be loaded as directed by Patriot. Any area found to rut, pump,

or deflect excessively should be compacted in-place or, if necessary, undercut and

replaced with structural fill, compacted as specified in Section 5.3 “Structural Fill and Fill

Placement Control”.

Care must be exercised during grading and fill placement operations. The combination

of heavy construction equipment traffic and excess surface moisture can cause

pumping and deterioration of the near surface soils. The severity of this potential

problem depends to a great extent on the weather conditions prevailing during

construction. The contractor must exercise discretion when selecting equipment sizes

and also make a concerted effort to control construction traffic and surface water while

the subgrade soils are exposed. We recommend that heavy construction equipment (i.e.

dump trucks, scrapers, etc.) be rerouted away from the building and pavement areas. If

such problems do arise, the operations in the affected area should be halted and the

Patriot representative contacted to evaluate the condition.

55..22 FFoouunnddaattiioonn EExxccaavvaattiioonnss

Upon completion of the foundation excavations and prior to the placement of reinforcing

steel, a Patriot representative should check the exposed subgrade to confirm that a

bearing surface of adequate strength has been reached. Any localized soft soil zones

encountered at the bearing elevations should be further excavated until adequate support

soils are encountered. The cavity should be backfilled with structural fill as defined below,

or the footing can be poured at the excavated depth. Structural fill used as backfill

beneath footings should be limited to lean concrete, well-graded sand and gravel, or

crushed stone placed and compacted in accordance with Section 5.3 “Structural Fill and

Fill Placement Control”.

If it is necessary to support spread footings on structural fill, the fill pad must extend

laterally a minimum distance beyond the edge of the footing. The minimum structural pad

width would correspond with a point at which an imaginary line extending downward from

the outside edge of the footing at a 1H:2V (horizontal: vertical) slope intersects the

surface of the natural soils. For example, if the depth to the bottom of excavation is 4 feet



below the bottom of the foundation, the excavation would need to extend laterally beyond

the edge of the footing at least 2 feet, as shown in Illustration “A” found at the conclusion

of this report.

Excavation slopes should be maintained within all requirements set-forth by the

Occupational Safety and Health Standards (OSHA), but specifically Section 1926 Subpart

“P” – “Excavations”. We recommend that any surcharge fill or heavy equipment be kept at

least 5 feet away from the edge of the excavation.

In addition, excavations that occur near existing in-use foundations should be carefully

performed making a conscious effort not to undermine the support of the in-use

foundations. If it is necessary to excavate soil adjacent to and below the bearing elevation

of any in-use foundations, Patriot should be contacted to make further recommendations

regarding these excavations. Please refer to Illustration “B” at the end of this report for

further details.

Construction traffic on the exposed surface of the bearing soil will potentially cause some

disturbance of the subgrade and consequently loss of bearing capacity. However, the

degree of disturbance can be minimized by proper protection of the exposed surface.

55..33 SSttrruuccttuurraall FFiillll aanndd FFiillll PPllaacceemmeenntt CCoonnttrrooll

Structural fill, defined as any fill which will support structural loads, should be clean and

free of organic material, debris, deleterious materials and frozen soils. Samples of the

proposed fill materials should be tested prior to initiating the earthwork and backfilling

operations to determine the classification, the natural and optimum moisture contents and

maximum dry density and overall suitability as a structural fill. Structural fill should have

a liquid limit less than 40 and a plasticity index less than 20.

All structural fill beneath floor slabs, adjacent to foundations and over foundations,

should be compacted to at least 95 percent (%) of its maximum Standard Proctor dry

density (ASTM D-698). This minimum compaction requirement should be increased to

100 percent (%) of the maximum Standard Proctor dry density for fill supporting

footings, provided these are designed as outlined Section 4.0 “Design

Recommendations”.



Structural fill supporting, around and over utilities should be compacted to at least 95

percent (%) of its maximum Standard Proctor dry density (ASTM D-698) for utilities

underlying structural areas (i.e. buildings, pavements, sidewalks, etc.). However, the

minimum compaction requirement can be reduced for backfill around and over the

utilities to 90 percent (%) of the maximum Standard Proctor dry density where utilities

underlie greenbelt areas (i.e. grassy lawns, landscaping, etc.). It is recommended that a

clean well-grade granular material be utilized as the bedding material, as well as the

backfill material around and over the utility lines.

In cut areas, where pavement sections are planned, the upper 10 inches of subgrade

should be scarified and compacted to a dry density of at least 100 percent (%) of the

Standard Proctor maximum dry density (ASTM D-698). Any grade-raise fill placed within

1 foot of the base of the pavement section should also be compacted to at least 100

percent (%) of the Standard Proctor maximum dry density. This can be reduced to 95

percent (%) for structural fill placed more than 1 foot below the base of the pavement

section.

To achieve the recommended compaction of the structural fill, we suggest that the fill be

placed and compacted in layers not exceeding 8 inches in loose thickness (the loose lift

thickness should be reduced to 6 inches when utilizing small hand compactors) and within

the range of 2 percentage (%) points below or above the optimum moisture content value.

All fill placement should be monitored by a Patriot representative. Each lift should be

tested for proper compaction at a frequency of at least one (1) test every 2,500

square feet (ft2) per lift for the building areas, at least one (1) test every 10,000

square feet (ft2) per lift for the parking and roadway areas, and at a frequency of at

least one (1) test for every 50 lineal feet of utility installation.

55..44 CChheemmiiccaall MMooddiiffiiccaattiioonn CCoonnssiiddeerraattiioonnss

The addition of lime or lime kiln dust (LKD) to clay soils of moderate to high plasticity

generally results in the reduction of the plasticity properties of the soil, reduction in

moisture holding capacity, swell reduction, and increased soil strength. Prior to the

application of the lime or lime kiln dust (LKD), a number of representative samples of soils

should be obtained from the final graded subgrade soils to determine the lime or lime kiln

dust (LKD) reactivity and percentage (%) of lime or lime kiln dust (LKD) needed for

modification of the soils (usually 5 to 8 percent (%)). A specialty contractor experienced in

lime modification should apply and determine the rate at which hydrated lime or lime kiln



dust (LKD) is mixed into the existing soils. Mixing depths of 12 to 18 inches is typical. A

Patriot representative should monitor the mixing and compaction processes.

It should be noted that in areas where chemical modification of the natural

subgrade soil is completed prior to the placement of grade raise fill and the grade

raise fill is less than 18 inches in thickness, we recommend that any cohesive

grade raise fill be modified similar to the natural subgrade. It has been our

experience that untreated cohesive structural fill, in less than 18 inches in thickness,

placed on top of chemically modified soil may become unstable over time due to

excessive moisture accumulation. The underlying chemically modified soil may act as a

barrier to natural water seepage into the soil profile, thereby trapping the water within

the structural fill to the point of saturation.

55..55 GGrroouunnddwwaatteerr CCoonnssiiddeerraattiioonnss

Groundwater was observed during our field activities at depths between about 14 to 31

feet below the existing ground surface; which is expected to be below the anticipated

foundation excavation depths. Therefore, depending on seasonal conditions, localized

and sporadic groundwater infiltration may occur into the building foundation excavations

on this site.

Groundwater inflow into shallow excavations above the groundwater table is expected

to be adequately controlled by conventional methods such as gravity drainage and/or

pumping from sumps. More significant inflow can be expected in deeper excavations

below the groundwater table requiring more aggressive dewatering techniques, such as

well or wellpoint systems. For groundwater to have minimal effects on the construction,

foundation excavations should be constructed and poured in the same day, if possible.

66..00 IINNVVEESSTTIIGGAATTIIOONNAALL PPRROOCCEEDDUURREESS

66..11 FFiieelldd WWoorrkk

A total of eighteen (18) soil borings were drilled, sampled, and tested at the project site

between October 23rd to 26th, 2018 at the approximate locations shown on the Boring

Location Map (Figure No. 2) in Appendix “A”. The depths that the soil borings were

advanced to are shown on the Boring Logs in Appendix “A”. All depths are given as feet

below the existing ground surface.



The borings were advanced using 3¼ inch inside diameter hollow-stem augers. Samples

were recovered in the undisturbed material below the bottom of the augers using the

standard drive sample technique in accordance with ASTM D 1586-74. A 2 inch outside

diameter by 13/8 inch inside diameter split-spoon sampler was driven a total of 18 inches

with the number of blows of a 140 pound hammer falling 30 inches recorded for each 6

inches of penetration. The sum of blows for the final 12 inches of penetration is the

Standard Penetration Test result commonly referred to as the N-value (or blow-count).

Split-spoon samples were recovered at 2.5 feet intervals, beginning at a depth of 1 foot

below the existing surface grade, extending to a depth of 10 feet, and at 5 feet intervals

thereafter to the termination of the boring.

Water levels were monitored at each borehole location during drilling and upon

completion of the boring. The boreholes were backfilled with a mixture of auger cuttings

and bentonite chips. Boring performed in pavement areas were patched prior to

demobilization for safety considerations.

Upon completion of the boring program, all of the samples retrieved during drilling were

returned to Patriot’s soil testing laboratory where they were visually examined and

classified. A laboratory-generated log of each boring was prepared based upon the

driller’s field log, laboratory test results, and our visual examination. Test boring logs and

a description of the classification system are included in Appendix “A” in this report.

Indicated on each log are: the primary strata encountered, the depth of each stratum

change, the depth of each sample, the Standard Penetration Test results, groundwater

conditions, and selected laboratory test data. The laboratory logs were prepared for each

boring giving the appropriate sample data and the textural description and classification.

66..22 LLaabboorraattoorryy TTeessttiinngg

Representative samples recovered in the borings were selected for testing in the

laboratory to evaluate their physical properties and engineering characteristics.

Laboratory analysis included natural moisture content determinations (ASTM D 2216) and

an estimate of the unconfined compressive strength (qu) of the cohesive soil samples

utilizing a calibrated hand penetrometer (qp) were obtained. The results of laboratory tests

are summarized in Section 3.2 “General Subsurface Conditions”. Soil descriptions on the

boring logs are in accordance with the Unified Soil Classification System (USCS).



77..00 IILLLLUUSSTTRRAATTIIOONNSS

See Illustrations “A” and “B” on the following pages. These illustrations are presented to

further visually clarify several of the construction considerations presented in Section

5.2 “Foundation Excavations”.

AAPPPPEENNDDIIXX AA

SITE VICINITY MAP (FIGURE NO. 1)

BORING LOCATION MAP (FIGURE NO. 2)

BORING LOGS

BORING LOG KEY

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)

18-1645-01_geo

Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana

J. DuMond

November 6, 2018Date: DWG:18-1645-01

Project:

Project Number: Approved: M. HammondDrawn By:

Figure 1

Site Vicinity Map

APPROX. SCALE IN FEET

800040000

N

Patriot Engineering &Environmental, Inc.

Site Location

Image Source:USGS Indianapolis East Topo 2016

S-1 S-2

S-3

S-4

S-5

S-6

S-7

B-1 B-2 B-3 B-4

B-5 B-6

B-7 B-8

B-9 B-10

B-11

Date:

Project:

Project Number:

Figure 2

Soil Boring Location Map

APPROX. SCALE IN FEET

150750

N

Patriot Engineering &Environmental, Inc.

NOTES:1. Boring locations were staked by PATRIOT.

All locations are shown as approximate.2. All locations were determined in the field

with references to existing landmarks.3. Source: Schmidt Assoc. Layout Plan4. Scale as shown.

LEGENDPATRIOT Soil Boring

B-1 Soil Boring ID

18-1645-01_geo


J. DuMond

November 6, 2018 DWG:18-1645-01 Approved: M. Hammond

Drawn By:

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LOG OF BORING B-1(Page 1 of 1)

Client Name : Lynch, Harrison & Brumleve, Inc.Project Number : 18-1645-01GLogged By : E. RotheStart Date : 10/26/2018Drilling Method : HSA

Driller : J. BoecheSampling : Splitspoon

Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

CL-ML

GR

APH

IC

DESCRIPTION

Water LevelsDuring Drilling

After Completion

After 24 Hours

TOPSOIL (10")Brown and gray, moist, medium stiff to soft, SILTY CLAY with trace sand

Brown, very moist, very soft, SILTY CLAY with trace sand

Brown, moist, medium stiff, SILTY CLAY with trace sand

Gray, moist, stiff, SILTY CLAY

Gray, slightly moist, very stiff to hard, SANDY SILTY CLAY with trace gravel

Boring terminated at 20 feet.

Sam

ples

1

2

3

4

5

6

Rec%

78

56

78

67

89

89

SPTResults

3/4/3

2/2/2

1/1/1

1/3/4

5/7/7

2/8/15

qptsf

1.5

0.75

0.75

>4.5

w%

20

16

25

17

18

8

REMARKS

Boring caved to 17 feet upon auger removal.

Groundwater was not encountered during drilling, nor upon completion.

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LOG OF BORING B-1A(Page 1 of 1)

Client Name : Lynch, Harrison & Brumleve, Inc.Project Number : 18-1645-01GLogged By : S. VaughtStart Date : 10/26/2018Drilling Method : HSA

Driller : J. BoecheSampling : Shelby Tube

Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

SC-SMCL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

Blank drilled from 0 to 6 feet. Refer to Boring B-1 for a description of soil strata.

Brown, slightly moist, SILTY, CLAYEY SAND

Brown, moist, SILTY CLAY with trace sand


Sam

ples

1

Rec%

58

SPTResults

qptsf

w%

22

REMARKS

Boring B-1A offset 7 feet east from boring B-1.

Sample No. 1:Shelby tube pushed from 6 to 8 feet.

Unit Weight Test:Wet Unit Weight = 132.1 pcf Dry Unit Weight = 108.2 pcf

Boring did not cave upon auger removal.


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

SP-SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (9")Brown, slightly moist, stiff to very stiff, SANDY CLAY with trace gravel

Brown and gray, slightly moist, very stiff to hard, SANDY CLAY with trace gravel

Brown, saturated, dense, fine to medium grained, SAND with trace silt and trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

100

100

100

100

100

100

SPTResults

6/9/11

7/11/13

4/6/8

7/13/16

6/11/17

13/18/22

qptsf

3.25

2.25

1.5

>4.5

2.25

w%

11

11

13

15

11

REMARKS


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

SP-SM

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown and gray, moist, stiff, SILTY CLAY with trace sand

Brown, slightly moist, stiff, SANDY CLAY with trace gravel

Brownand gray, slightly moist, stiff, SANDY CLAY with trace gravel

Gray, slightly moist, medium dense, fine to medium grained, SAND with trace silt and trace gravel

Gray, slightly moist, stiff, SANDY CLAY

Brown, slightly moist, very stiff, SANDY CLAY


Sam

ples

1

2

3

4

5

6

Rec%

89

89

89

89

44

89

SPTResults

2/3/6

3/6/7

5/4/5

22/17/6

6/7/8

14/9/13

qptsf

1.75

1.25

1.25

w%

24

12

14

12

10

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

CLSP-SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown, slightly moist, stiff, SANDY CLAY with trace gravel

Brown and gray, moist, stiff, SILTY CLAY with trace sand

Brown, slightly moist, very stiff, SANDY CLAY

Gray, slightly moist, stiff, SANDY CLAY with trace gravel

Brown, slightly moist, very stiff, SANDY CLAY with trace gravelBrown, slightly moist, medium dense, fine to medium grained, SAND with trace silt and trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

78

89

89

89

89

89

SPTResults

5/5/6

2/4/6

2/5/6

4/8/11

3/4/11

7/8/18

qptsf

1.0

1.0

3.0

3.0

1.0

w%

12

16

12

10

12

9

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL-ML

CL

ML

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

ASPHALT (10")CRUSHED STONE (6")Brown and gray, slightly moist, stiff, SANDY SILTY CLAYBrown and gray, moist, medium stiff, SILTY CLAY with trace sandBrown and gray, slightly moist, medium dense, SANDY SILT

Brown and gray, moist, medium stiff to stiff, SILTY CLAY with trace sand

Gray, slightly moist, very stiff to hard, SANDY CLAY with trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

89

78

89

89

89

89

SPTResults

6/6/5

2/4/4

2/5/6

1/3/5

6/12/12

10/17/20

qptsf

1.0

2.0

2.5

>4.5

w%

14

24

22

10

9

REMARKS


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

ASPHALT (6")CRUSHED STONE (6")Brown, moist, medium stiff, SILTY CLAY with trace sandBrown, slightly moist, stiff, SANDY CLAY with trace gravel


Gray, slightly moist, very stiff to hard, SANDY CLAY with trace gravel

Gray, moist, stiff to very stiff, SANDY CLAY trace gravel

Brown and gray, slightly moist, very stiff, SANDY CLAY with trace gravel

Gray, slightly moist, very stiff, SANDY CLAY with trace gravel

Gray, moist, very stiff, SILTY CLAY with trace sand


Sam

ples

1

2

3

4

5

6

7

8

9

10

Rec%

44

67

89

89

78

89

78

17

17

100

SPTResults

4/2/4

3/4/8

3/4/6

3/6/9

4/5/6

8/12/19

4/5/9

4/8/12

5/7/9

6/9/21

qptsf

1.25

3.0

2.5

3.5

2.0

3.0

2.0

w%

19

11

11

11

11

10

16

15

14

19

REMARKS


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

ASPHALT (8")CRUSHED STONE (6")Gray, moist, medium stiff to stiff, SILTY CLAY with trace sandBrown and gray, moist, medium stiff, SILTY CLAY with trace sandBrown and gray, slightly moist, stiff to very stiff, SANDY CLAY with trace gravel

Brown, slgihtly moist, stiff to very stiff, SANDY CLAY with trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

78

78

89

89

67

78

SPTResults

4/4/4

2/2/3

2/5/6

3/4/5

4/6/7

8/12/11

qptsf

3.0

3.0

2.0

2.0

2.0

w%

17

22

12

13

14

11

REMARKS


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

ASPHALT (10")CRUSHED STONE (4")Gray, moist, soft, SILTY CLAY with trace sandBrown and gray, moist, medium stiff to stiff, SILTY CLAY with trace sand

Brown and gray, slightly moist, stiff to very stiff, SANDY CLAY with trace gravel

Brown, slightly moist, very stiff, SANDY CLAY with trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

78

67

89

78

89

89

SPTResults

2/2/2

5/3/4

1/2/4

3/5/7

4/8/11

6/7/9

qptsf

0.25

1.25

1.25

3.75

2.75

2.5

w%

21

21

19

12

11

10

REMARKS


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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

CL

SP-SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (8")Brown, moist, stiff to very stiff, SILTY CLAY with trace sand

Brown and gray, slightly moist, stiff, SANDY CLAY with trace gravel

Brown, moist, medium stiff to stiff, SILTY CLAY with trace sand


Brown, slightly moist, hard, SANDY CLAY with trace gravel

Brown, slightly moist, dense, fine to medium grained, SAND with trace silt and little gravel


Sam

ples

1

2

3

4

5

6

Rec%

100

78

78

100

100

100

SPTResults

7/5/11

3/6/6

2/3/3

3/4/5

11/16/23

6/14/16

qptsf

1.25

1.25

1.5

1.5

>4.5

w%

24

14

18

13

11

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

SC

CLSP-SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours


Brown, slightly moist, medium stiff, SANDY CLAY

Brown, moist, medium stiff to stiff, SANDY CLAY with trace to little gravel

Brown, slightly moist, loose, CLAYEY SAND

Brown, slightly moist, hard, SANDY CLAYBrown, slightly moist, dense, fine to medium grained, SAND with trace silt and trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

100

100

78

100

100

78

SPTResults

6/9/10

7/9/11

2/3/4

3/3/6

3/3/3

7/14/22

qptsf

2.25

1.5

1.0

1.0

w%

17

22

14

17

11

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

SM

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours


Brown, slightly moist, medium dense, SILTY SAND

Brown and gray, moist, stiff, SILTY CLAY with trace sand


Brown, slightly moist, hard, SANDY CLAY with trace gravel


Sam

ples

1

2

3

4

5

6

Rec%

78

89

89

89

89

89

SPTResults

6/6/7

4/5/6

3/5/6

3/4/6

2/4/5

12/17/23

qptsf

2.25

1.75

1.25

1.25

>4.5

w%

18

20

21

14

9

REMARKS



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LOG OF BORING S-1(Page 1 of 1)



Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown and gray, very moist, medium stiff, SILTY CLAY with trace sand

Brown, slightly moist, stiff to very stiff, SANDY CLAY with trace gravel



Sam

ples

1

2

3

4

5

Rec%

78

67

89

89

89

SPTResults

3/3/5

2/2/4

3/5/5

4/6/6

3/4/5

qptsf

0.75

2.0

>4.5

2.0

w%

29

20

11

12

11

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown, moist, medium stiff, SILTY CLAY with trace sand

Brown and gray, slightly moist, stiff, SANDY CLAY with trace gravel

Brown, moist, very stiff, SILTY CLAY

Gray, slightly moist, stiff, SANDY CLAY


Sam

ples

1

2

3

4

5

Rec%

78

89

89

89

89

SPTResults

2/3/4

4/6/7

3/5/5

5/7/10

3/3/6

qptsf

0.75

1.0

1.5

2.5

1.75

w%

23

12

13

17

11

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown, moist, stiff, SILTY CLAY with trace sand

Brown, slightly moist, stiff to very stiff, SANDY CLAY with trace gravel

Brown, slightly moist, medium dense, SILTY SAND with trace gravel


Sam

ples

1

2

3

4

5

Rec%

44

89

89

89

89

SPTResults

2/4/5

3/5/4

5/6/7

3/5/7

5/11/19

qptsf

1.25

1.75

2.5

2.0

w%

22

12

13

15

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (10")Brown and gray, very moist to moist, medium stiff to stiff, SILTY CLAY with trace sand

Brown, slightly moist, stiff to very stiff, SANDY CLAY



Sam

ples

1

2

3

4

5

Rec%

78

78

89

78

89

SPTResults

4/5/7

2/4/3

4/4/5

3/3/5

3/9/8

qptsf

1.5

0.75

1.75

2.25

2.75

w%

25

22

12

12

10

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

SP-SM

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (8")Brown and gray, moist to very moist, medium stiff to stiff, SILTY CLAY with trace sand


Brown, slightly moist, medium dense, fine to medium grained, SAND with trace silt and trace gravel


Sam

ples

1

2

3

4

5

Rec%

100

100

100

100

100

SPTResults

4/6/6

4/5/7

4/3/5

4/6/10

6/12/17

qptsf

2.0

1.25

2.0

w%

19

21

26

13

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (9")Brown, slightly moist, medium stiff, SANDY CLAY

Brown, moist, medium stiff to stiff, SILTY CLAY with trace sand and trace gravel

Brown and gray, moist, medium stiff, SILTY CLAY with trace sand

Brown, slightly moist, very stiff to hard, SANDY CLAY


Sam

ples

1

2

3

4

5

6

Rec%

33

78

100

100

100

89

SPTResults

2/3/4

2/4/4

3/2/6

2/4/5

2/2/3

2/4/10

qptsf

1.0

2.5

>4.5

w%

13

19

20

21

16

10

REMARKS



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Depth(Feet)

0

5

10

15

20

25

30

35

40

45

Wat

er L

evel

USC

S

CL

CL

CL

CL

GR

APH

IC

DESCRIPTION


After Completion

After 24 Hours

TOPSOIL (9")Dark brown, moist, stiff, SILTY CLAY with trace sand

Brown and gray, very moist, stiff, SILTY CLAY with trace sand

Brown and gray, moist, stiff, SILTY CLAY with trace gravel

Brown, slightly moist, very stiff to hard, SANDY CLAY with trace gravel and interbedded sand seams


Sam

ples

1

2

3

4

5

Rec%

78

89

100

100

56

SPTResults

2/6/6

4/5/6

4/5/5

2/4/6

4/6/17

qptsf

2.0

1.5

1.25

1.5

>4.5

w%

16

25

18

21

9

REMARKS



BORING LOG KEY

UNIFIED SOIL CLASSIFICATION SYSTEM FIELD CLASSIFICATION SYSTEM

FOR SOIL EXPLORATION

NON COHESIVE SOILS (Silt, Sand, Gravel and Combinations)

Density Grain Size Terminology

Very Loose -4 blows/ft. or less Soil Fraction Particle Size US Standard Sieve Size Loose -5 to 10 blows/ft. Medium Dense -11 to 30 blows/ft. Boulders Larger than 12” Larger than 12” Dense -31 to 50 blows/ft. Cobbles 3” to12” 3” to 12” Very Dense -51 blows/ft. or more Gravel: Coarse ¾” to 3” ¾” to 3”

Small 4.76mm to ¾” #4 to ¾” Sand: Coarse 2.00mm to 4.76mm #10 to #4 Medium 0.42mm to 2.00mm #40 to #10 Fine 0.074mm to 0.42mm #200 to #40 Silt 0.005mm to 0.074 mm Smaller than #200 Clay Smaller than 0.005mm Smaller than #200

RELATIVE PROPORTIONS FOR SOILS

Descriptive Term Percent Trace 1 - 10 Little 11 - 20 Some 21 - 35 And 36 - 50

COHESIVE SOILS (Clay, Silt and Combinations)

Unconfined Compressive Field Identification (Approx.) Consistency Strength (tons/sq. ft.) SPT Blows/ft.

Very Soft Less than 0.25 0 - 2 Soft 0.25 – < 0.5 3 - 4 Medium Stiff 0.5 - < 1.0 5 - 8 Stiff 1.0 - < 2.0 9 -15 Very Stiff 2.0 - < 4.0 16 - 30 Hard Over 4.0 > 30

Classification on logs are made by visual inspection. Standard Penetration Test - Driving a 2.0” O.D., 1

3/8” I.D., sampler a distance of 1.0 foot into undisturbed soil

with a 140 pound hammer free falling a distance of 30.0 inches. It is customary for Patriot to drive the spoon 6.0 inches to seat into undisturbed soil, then perform the test. The number of hammer blows for seating the spoon and making the tests are recorded for each 6.0 inches of penetration on the drill log (Example - 6/8/9). The standard penetration test results can be obtained by adding the last two figures (i.e. 8 + 9 = 17 blows/ft.). Strata Changes - In the column “Soil Descriptions” on the drill log the horizontal lines represent strata changes. A solid line (

_________) represents an actually observed change, a dashed line (- - - - - -) represents an estimated

change. Groundwater observations were made at the times indicated. Porosity of soil strata, weather conditions, site topography, etc., may cause changes in the water levels indicated on the logs.

Groundwater symbols: ▼-observed groundwater elevation, encountered during drilling; ∇-observed groundwater elevation upon completion of boring.

Unified Soil Classification System

Major Divisions Group Symbol Typical Names Classification Criteria for Coarse-Grained Soils

Co

ars

e-g

rain

ed

so

ils

(more

than h

alf o

f m

ate

rial is

larg

er

than N

o.

200)

Gra

vels

(m

ore

than h

alf o

f coars

e

fractio

n is larg

er

tha

n N

o. 4

sie

ve

siz

e)

Cle

an g

rave

ls

(little

or

no

fin

es)

GW Well-graded gravels, gravel-sand mixtures,

little or no fines CU > 4

1 < CC < 3

D60

CU = D10

D230

CC= D10 D60

GP Poorly graded gravels, gravel-sand mixtures,

little or no fines Not meeting all gradation requirements for

GW (CU < 4 or 1 > CC > 3) G

rave

ls w

ith

fin

es

(appre

cia

ble

am

ount of

fin

es)

GM d u

Silty gravels, gravel-sand-silt mixtures Atterberg limits below

A line or PI< 4 Above A line with

4 < PI < 7 are borderline cases requiring use of dual

symbols GC Clayey gravels, gravel-sand-clay mixtures Atterberg limits above

A line or PI > 7

Sands

(more

than h

alf o

f coars

e

fraction is s

malle

r th

an N

o.

4

sie

ve

siz

e)

Cle

an s

ands

(little

or

no

fin

es)

SW Well-graded sands, gravelly sands, little or no

fines CU > 6

1 < CC < 3

D60 CU = D10

(D30)2

CC= D10 D60

SP Poorly graded sands, gravelly sands, little or

no fines Not meeting all gradation requirements for

SW (CU < 6 or 1 > Cc > 3)

Sa

nd

s w

ith

fin

es

(appre

cia

ble

am

ount of

fin

es)

SM d u

Silty sands, sand-silt mixtures Atterberg limits below A

line or PI < 4

Limits plotting in hatched zone with 4 < PI < 7 are borderline cases requiring use of dual

symbols SC Clayey sands, sand-clay mixtures Atterberg limits above

A line with PI > 7

Fin

e-g

rain

ed s

oils

(m

ore

than h

alf o

f m

ate

rial is

sm

alle

r th

an N

o.

200)

Silt

and c

lays

(liq

uid

lim

it <

50)

ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with

slight plasticity

1. Determine percentages of sand and gravel from grain size curve.

2. Depending on percentages of fines (fraction smaller than 200 sieve size), coarse-grained soils are classified as follows: Less than 5% - GW, GP, SW, SP More than 12% - GM, GC, SM, SC 5-12% - Borderline cases requiring dual symbols

CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean

clays

OL Organic silts and organic silty clays of low

plasticity

Silt

s a

nd c

lays

(liq

uid

lim

it >

50) MH

Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts

CH Inorganic clays or high plasticity, fat clays

OH Organic clays of medium to high plasticity,

organic silts

Hig

hly

org

anic

so

ils

PT Peat and other highly organic soils

Plasticity Chart

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Liquid Limit WL

Pla

sticity In

de

x P

I

ML & OL

CL-ML

U-LINE

CH

CL

A-LINE

U-LINE: PI = 0.9(WL-8)

A-LINE: PI = 0.73(WL-20)

OH & MH

AAPPPPEENNDDIIXX BB

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AAPPPPEENNDDIIXX CC

GENERAL QUALIFICATIONS

STANDARD CLAUSE FOR UNANTICIPATED SUBSURFACE CONDITIONS

GENERAL QUALIFICATIONS

of Patriot Engineering’s Geotechnical Engineering Investigation

This report has been prepared at the request of our client for his use on this project. Our professional services have been performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied.

The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, groundwater, or surface water within or beyond the site studied. Any statements in this report or on the test borings logs regarding vegetation types, odors or staining of soils, or other unusual conditions observed are strictly for the information of our client and the owner.

This report may not contain sufficient information for purposes of other parties or other uses. This company is not responsible for the independent conclusions, opinions or recommendations made by others based on the field and laboratory data presented in this report. Should there be any significant differences in structural arrangement, loading or location of the structure, our analysis should be reviewed.

The recommendations provided herein were developed from the information obtained in the test borings, which depict subsurface conditions only at specific locations. The analysis, conclusions, and recommendations contained in our report are based on site conditions as they existed at the time of our exploration. Subsurface conditions at other locations may differ from those occurring at the specific drill sites. The nature and extent of variations between borings may not become evident until the time of construction. If, after performing on-site observations during construction and noting the characteristics of any variation, substantially different subsurface conditions from those encountered during our explorations are observed or appear to be present beneath excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary.

If there is a substantial lapse of time between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we urge that our report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse.

We urge that Patriot be retained to review those portions of the plans and specifications that pertain to earthwork and foundations to determine whether they are consistent with our recommendations. In addition, we are available to observe construction, particularly the compaction of structural backfill and preparation of the foundations, and such other field observations as may be necessary.

In order to fairly consider changed or unexpected conditions that might arise during construction, we recommend the following verbiage (Standard Clause for Unanticipated Subsurface Conditions) be included in the project contract.

STANDARD CLAUSE FOR UNANTICIPATED SUBSURFACE CONDITIONS

"The owner has had a subsurface exploration performed by a soils consultant, the

results of which are contained in the consultant's report. The consultant's report

presents his conclusions on the subsurface conditions based on his interpretation of the

data obtained in the exploration. The contractor acknowledges that he has reviewed

the consultant's report and any addenda thereto, and that his bid for earthwork

operations is based on the subsurface conditions as described in that report. It is

recognized that a subsurface exploration may not disclose all conditions as they

actually exist and further, conditions may change, particularly groundwater conditions,

between the time of a subsurface exploration and the time of earthwork operations. In

recognition of these facts, this clause is entered in the contract to provide a means of

equitable additional compensation for the contractor if adverse unanticipated conditions

are encountered and to provide a means of rebate to the owner if the conditions are

more favorable than anticipated.

At any time during construction operations that the contractor encounters conditions

that are different than those anticipated by the soils consultant's report, he shall

immediately (within 24 hours) bring this fact to the owner's attention. If the owner's

representative on the construction site observes subsurface conditions which are

different than those anticipated by the consultant's report, he shall immediately (within

24 hours) bring this fact to the contractor's attention. Once a fact of unanticipated

conditions has been brought to the attention of either the owner or the contractor, and

the consultant has concurred, immediate negotiations will be undertaken between the

owner and the contractor to arrive at a change in contract price for additional work or

reduction in work because of the unanticipated conditions. The contract agrees that the

following unit prices would apply for additional or reduced work under the contract. For

changed conditions for which unit prices are not provided, the additional work shall be

paid for on a time and materials basis."

Another example of a changed conditions clause can be found in paper No. 4035 by

Robert F. Borg, published in ASCE Construction Division Journal, No. CO2, September

1964, page 37.