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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
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)
Eastwood Middle School
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.
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 2
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
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 3
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.
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 4
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
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 5
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.
Base Bid – No equipment provided
Alt A – Trane
Alt B – Daikin
Alt C – York
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 6
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.
Base Bid – No equipment provided
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.
Eastwood Middle School
October 15, 2018
ALTERNATES (Revised Addendum 5) 012300 - 7
Base Bid – No work to be completed
Alt A – Provide fully welded pipe.
Alt B – Provide Grooved Pipe (Victaulic)
END OF SECTION 012300
Eastwood Middle School
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.
Eastwood Middle School
October 15, 2018
ALTERNATES FORM (Addendum 5) 004323 - 2
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 $_______________________________________________
Eastwood Middle School
October 15, 2018
ALTERNATES FORM (Addendum 5) 004323 - 3
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 $______________________________________________
Eastwood Middle School
October 15, 2018
ALTERNATES FORM (Addendum 5) 004323 - 4
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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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
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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
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.”
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 2
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.”
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 3
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”
2. ADD A MANUFACTUER LISTED UNDER 2.2.A:
“Diakin”
C. Section 238413 “HUMIDIFIERS”
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 4
1. ADD A MANUFACTUER LISTED UNDER 2.1.A:
“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 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 5
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
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 6
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
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.
C. SHEET SF1C1 – FOUNDATION PLAN – UNIT C
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.
D. SHEET SF1D1 – FOUNDATION PLAN – UNIT D
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.
E. SHEET SF1E1 – FOUNDATION PLAN – UNIT E
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.
F. SHEET SF1F1 – FOUNDATION PLAN – UNIT F
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.
G. SHEET SF1G1 – FOUNDATION PLAN – UNIT G
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.
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 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 7
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. “
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 8
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
1. DELETE AND REPLACE per attached.
G. Drawing Number AF1B1
1. DELETE AND REPLACE per attached.
H. Drawing Number AF1D1
1. Room LGI D112, add wall type “S4iD’ ” to the south west boxed area.
I. Drawing Number AF1F1
1. DELETE AND REPLACE per attached.
J. Drawing Number AF1B2
1. Room LGI D112, add wall type “S4iD’ ” to the south west boxed area.
K. Drawing Number AF1C2
1. Room LGI D112, add wall type “S4iD’ ” to the south west boxed area.
L. Drawing Number A-320, A-321, A-322, A-323, A-324
1. DELETE AND REPLACE per attached.
M. Drawing Number A-401
1. DELETE AND REPLACE per attached.
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.
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 9
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
1. DELETE AND REPLACE per attached.
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
1. DELETE AND REPLACE Drawing in its entirety.
C. Drawing Number MP1D1
1. DELETE AND REPLACE Drawing in its entirety.
D. Drawing Number MP1A1
1. DELETE AND REPLACE Drawing in its entirety.
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 10
E. Drawing Number MH1A1
1. DELETE AND REPLACE Drawing in its entirety.
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 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 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 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 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
BC
D
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BC
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FIRST FLOOR
SECOND FLOOR
11
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Bid Documents
TEMPORARYCLASSROOM PLAN
A-003
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M.S.D. ofWashingtonTownship
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A-0
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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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
2:4
6 P
M
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017
-11
4.E
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8\2
017
-11
4.E
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1_
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20
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2017-114.EMS
10.21.18
Bid Documents
FIRST FLOOR PLAN - UNITA
AF1A1
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
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4401 East 62nd StreetIndianapolis, IN 46220
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.
54 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.
55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTING ASBESTOSCONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEE ASBESTOSASSESSMENT.
FLOOR PLAN NOTES# Note
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
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
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
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
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
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00
1_A
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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
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
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4401 East 62nd StreetIndianapolis, IN 46220
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
FLOOR PLAN NOTES# Note
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.PREP FOR 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 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.
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. 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.
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 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.
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 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.
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 __
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.SEE ENLARGED 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 3DOORS.
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.REFER TO 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.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.
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 OFROOM. CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUNDEQUIPMENT AND 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 ADJACENTCURTAIN WALL.
54 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.
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"
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
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
BCD
EF
A
G
BCD
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
3:4
4 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 - UNITF
AF1F1
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
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
FLOOR PLAN NOTES# Note
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.PREP FOR 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 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.
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. 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.
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 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.
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 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.
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 __
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.SEE ENLARGED 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 3DOORS.
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.REFER TO 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.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.
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 OFROOM. CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUNDEQUIPMENT AND 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 ADJACENTCURTAIN WALL.
54 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.
55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTINGASBESTOS CONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEEASBESTOS ASSESSMENT.
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
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
4:1
0 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
SECOND FLOOR PLAN -UNIT B
AF1B2
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
AF
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
FLOOR PLAN NOTES# Note
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.PREP FOR 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 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.
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. 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.
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 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.
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 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.
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 __
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.SEE ENLARGED 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 3DOORS.
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.REFER TO 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.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.
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 OFROOM. CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUNDEQUIPMENT AND 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 ADJACENTCURTAIN WALL.
54 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.
55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTINGASBESTOS CONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEEASBESTOS ASSESSMENT.
# 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
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094
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3
D201
F
026
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B202A.1F 039
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B021A
F
003
HM
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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
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D211.2
F
026
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-012A
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C201
F
026
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=F
3
C202
F
026
HM
-012A
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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
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
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/20
18
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2017-114.EMS
10.21.18
Bid Documents
SECOND FLOOR PLAN -UNIT C
AF1C2
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SECOND FLOOR UNIT PLANS - UNIT C
FLOOR PLAN NOTES# Note
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.PREP FOR 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 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.
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. 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.
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 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.
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 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.
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 __
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.SEE ENLARGED 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 3DOORS.
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.REFER TO 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.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.
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 OFROOM. CUSTOM FIT TO COLUMNS AND PROVIDE CUT OUTS AROUNDEQUIPMENT AND 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 ADJACENTCURTAIN WALL.
54 INFILL EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS.TOOTH-IN NEW MASONRY WHERE APPLICABLE.
55 PATCH EXISTING WALL W/ GYPSUM BOARD WHERE EXISTINGASBESTOS CONTAINING PLASTER IS TO BE REMOVED BY OTHER. SEEASBESTOS ASSESSMENT.
# 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
04 20 00.K3 - MASONRY TIE
EM8B
04 20 00.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 21 00.L6 - CAVITY INSULATION, 2"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
31 20 00.A1 - SLOPE GRADES AWAYFROM BUILDINGS, REF C-SERIESDWGS
03 30 00.A2 - CONC FTG, REFS-SERIES DWGS
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.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS
04 20 00.K3 - MASONRY TIE
4' -
0"
MA
X
2' -
3 1
95/2
56
"
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
07 21 00.D7 - TRANSITION
ES8B
07 21 00.D7 - TRANSITION
04 20 00.P1 - GROUT FULL BELOWFLASHING
NOTE:ALL STEEL FASTENERS PENETRATING TREATED WOOD OR TREATED PLYWOOD MUST BE GALVANIZED OR STAINLESS STEEL.
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
05 40 00.G1 - ISOLATION STRIPBETWEEN METAL STUD ANDTREATED WOOD BLOCKING
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 BASE
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
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
06 16 00.D14 - INSULATED NAIL BASE
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
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
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
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
4' -
0"
MA
X
2' -
0"
MIN
9"M
AX
1"
MIN
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
07 21 00.D7 - TRANSITION
ES6B
04 20 00.K3 - MASONRY TIE
04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS
04 20 00.P1 - GROUT FULL BELOWFLASHING
04 20 00.F2 - FACE BRICK, REFELEVATIONS FOR TYPE
04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
04 20 00.B9a - CMU BOND BEAM, 8 IN
04 20 00.L1 - ANCHOR BOLT
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 71 00.B1 - MANUFACTURED METALCOPING
0' -
8"
0' -
1"
0' -
5"
NOTE:ALL STEEL FASTENERS PENETRATING TREATED WOOD OR TREATED PLYWOOD MUST BE GALVANIZED OR STAINLESS STEEL.
8"
MIN
06 16 00.D14 - INSULATED NAIL BASE
TERMINATE MEMBRANE ON FACE OF BLOCKING/SHEATHING
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
04 20 00.K3 - MASONRY TIE
07 42 13.16 METAL PLATE WALLPANEL
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
D3
FURRING 5 7/8" BEYOND NAIL BASE INSULATINO
1"
A5
07 20 00 - SEAM SEALANT AND TRANSITION MATERIAL
04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS
07 42 13.16 ATTACHMENT ASSEMBLY
ATTACHMENT BY METAL PLATE WALL PANEL MANUFACTURER
07 42 13.16 METAL PLATE WALLPANEL
07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
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
07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM
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 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
07 54 19.T1 - TERMINATION BAR
06 16 00.D14 - INSULATED NAIL BASE
07 21 00.C5 - FILL GAP WITH BLANKETINSULATION
SEE PLANS
06 16 00.D14 - INSULATED NAIL BASE
SEE PLANS 07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM
02 41 19.A2 - EXISTING CONCRETECONSTRUCTION. VIF.
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
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 BELOW
FLASHING
0' - 0 1/4"4
' - 0
" M
AX
2' -
0"
MIN
9"M
AX
1"
MIN
04 20 00.K3 - MASONRY TIE
EM8BN
04 20 00.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 21 00.L6 - CAVITY INSULATION, 2"W/ SEALED JOINTS
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
07 21 00.D7 - TRANSITION
04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC
33 46 00.A1
NOTE:ALL STEEL FASTENERS PENETRATING TREATED WOOD OR TREATED PLYWOOD MUST BE GALVANIZED OR STAINLESS STEEL.
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
05 40 00.G1 - ISOLATION STRIPBETWEEN METAL STUD ANDTREATED WOOD BLOCKING
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 BASE
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 21 00.C3 - BLANKET INSULATION,6" TO BOTTOM OF ROOF INSULATION
07 42 13.16 - ATTACHMENT ASSEMBLYATTACHMENT BY METAL PLATE WALL PANEL MANUFACTURER
N
123456
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123456
A
B
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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
BC
D
EF
A
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BC
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FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
4:4
9 P
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C:\
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1_A
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01
8\2
017
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4.E
MS
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ldg
00
1_
A_
20
18
_te
arl.r
vt
2017-114.EMS
10.21.18
Bid Documents
SECTION DETAILS
A-320
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-3
20_ S
EC
TIO
N D
ET
AIL
S
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
EXPANSION JOINT COVER
1" = 1'-0"2C
ROOF EXPANSION JOINT
1 1/2" = 1'-0"3D
EXPANSION JOINT COVER
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
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
06 16 00.D14 - INSULATED NAIL BASE
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
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
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
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
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
w/ FACTORY FORMED OUTSIDE EDGES
07 71 00.B5 - CUSTOMMANUFACTURED METAL FASCIA
07 71 00.B5 - CUSTOMMANUFACTURED METAL FASCIA
06 16 00.D12 - WOOD PANELSHEATHING, 1/2"
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
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
05 50 00.A1 - LOOSE STEEL LINTEL,REF S-SERIES DWGS
06 40 23.K1 - 1X FINISHED WOODTRIM
06 40 23.J1 - SOLID SURFACE STOOL
06 10 53.B4 - WOOD BLOCKINGFIRE-RETARDANT-TREATED, 2XCONTINUOUS
04 20 00.F2 - FACE BRICK, REFELEVATIONS FOR TYPE
04 20 00.K3 - MASONRY TIE09 29 00.B7 - INT GWB, 5/8" TYPE X
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
084113/084413 -SILL PAN FLASHING
3"
D8
06 16 00.D14 - INSULATED NAIL BASE
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
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.
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
FIRST FLOOR0' - 0"
03 30 00.A5 - ISOLATION JOINT, REFS-SERIES DWGS
1"S6-C'
04 20 00.F2 - FACE BRICK, REFELEVATIONS FOR TYPE
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 41 13.I1 - SHIM AS REQUIRED
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL06 40 23.J1 - SOLID SURFACE STOOL
07 92 00.B3 - JOINT SEALANT (BOTHSIDES)
06 40 23.J2 - SOLID SURFACE TRIM
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
06 10 00.A1 - WOOD BLOCKING
SECOND FLOOR12' - 0"
09 29 00.B7 - INT GWB, 5/8" TYPE X
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
06 40 23.J1 - SOLID SURFACE STOOL
06 10 00.A1 - WOOD BLOCKING
08 41 13.E1 - SILL, ALUMINUM
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
RT-1
EXISTING ROOF DECK
06 16 00.D14 - INSULATED NAIL BASE
06 40 23.J2 - SOLID SURFACE TRIM
SILL PAN FLASHING
5 1/2"
1'-0"
MIN
.
SECOND FLOOR_214' - 0"
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
07 92 00.B2 - JOINT SEALANT
06 40 23.J2 - SOLID SURFACE TRIM
07 92 00.B2 - JOINT SEALANT
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
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.
09 65 13.B1 - RESILIENT WALL BASE
C2
G2
1' - 7 3/4"
5"6"
04 20 00.B9a - CMU BOND BEAM, 8 IN
07 71 00.B1 - MANUFACTURED METALCOPING
04 20 00.L1 - ANCHOR BOLT
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
EM8BN
RT-1
RT-1
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
07 54 19.T1 - TERMINATION BAR
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
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
07 42 13.16 METAL PLATE WALLPANEL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
06 16 00.A1 - GYPSUM SHEATHINGBOARD
07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER
05 40 00.C1 - EXT. STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
3" 1' - 4"
150.00°
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 44 13.I1 - SHIM AS REQUIRED
06 10 53.B4 - WOOD BLOCKINGFIRE-RETARDANT-TREATED, 2XCONTINUOUS
07 21 00.C3 - BLANKET INSULATION,6"
07 21 00.C3 - BLANKET INSULATION,6"
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
RT-1
11"
2' -
5 1
/32
"MAINTAIN CONSISTANT PROFILE/FASCIA THROUGH OUT.
07 53 23.B2 - EPDM ROOFINGMEMBRANE
05 31 00.C2 - ROOF DECK, REFS-SERIES DWGS
3"
3"
3"
C2
FIRST FLOOR0' - 0"
FIRST FLOOR_22' - 0"
FIRST FLOOR0' - 0"
2' -
8"
07 92 00.B2 - JOINT SEALANT
06 40 23.J1 - SOLID SURFACE STOOL
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
06 40 23.J2 - SOLID SURFACE TRIM
05 40 00.C1 - EXT. STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
09 29 00.B7 - INT GWB, 5/8" TYPE X
08 44 13.J2 - SILL, ALUMINUM
04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
07 21 00.D7 - TRANSITION
04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS
3"
07 92 00.B2 - JOINT SEALANT
3" 7 1/2"
04 20 00.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS
07 21 00.D7 - TRANSITION
07 21 00.C3 - BLANKET INSULATION,6"
ES6B
31 20 00.A1 - SLOPE GRADES AWAYFROM BUILDINGS, REF C-SERIESDWGS
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
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
08 71 00.A1 - THRESHOLD
03 30 00.A5 - ISOLATION JOINT, REFS-SERIES DWGS
03 30 00.A7 - WATERSTOP, REFS-SERIES DWGS
DOOR & FRAME SYSTEM REF. DOOR SCHEDULE
FIRST FLOOR0' - 0"
FIRST FLOOR0' - 0"
ES8B
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
3" 10"
07 92 00.B2 - JOINT SEALANT
06 40 23.J1 - SOLID SURFACE STOOL
09 65 13.B1 - RESILIENT WALL BASE
09 65 13.A1 - FLOOR FINISH, REFI-SERIES DWGS
08 44 13.J2 - SILL, ALUMINUM
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 41 13.I1 - SHIM AS REQUIRED
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
07 21 00.D7 - TRANSITION
07 21 00.D7 - TRANSITION
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC
04 20 00.P1 - GROUT FULL BELOWFLASHING
04 20 00.A1 - CMU FDTN WALL, REFS-SERIES DRAWINGS
N
123456
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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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
5:1
2 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
SECTION DETAILS
A-321
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-3
21_ S
EC
TIO
N D
ET
AIL
S
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
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
RT-1
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 42 13 - BRAKE METAL
07 24 13 - SPRAY APPLIED AIR BARRIER
07 42 13 - PROVIDE WEEPS PERMANUFACTURER REQUIREMENTS
1C
A-303
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
05 40 00.C5 - STEEL STUD BOX BEAM
08 41 13.I1 - SHIM AS REQUIRED
07 92 00.B3 - JOINT SEALANT (BOTHSIDES)
07 21 00.D7 - TRANSITION
EB
07 42 13.16 METAL PLATE WALLPANEL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
06 16 00.A1 - GYPSUM SHEATHINGBOARD
07 21 00.C3 - BLANKET INSULATION,6"
05 41 00.A5
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 53 23.B2 - EPDM ROOFINGMEMBRANE
06 16 00.D14 - INSULATED NAIL BASE
05 40 00.G1 - ISOLATION STRIPBETWEEN METAL STUD ANDTREATED WOOD BLOCKING
07 42 13 - BRAKE METAL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
6"
6"6"
2' - 2 3/8"
15' - 7"
07 24 13 - SPRAY APPLIED AIR BARRIER
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
12' - 0"
, 8" TYP.
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 53 23.F1 - COVER BOARD
07 53 23 - ROOF INSULATION, 1/2" MIN.
07 42 13 - PROVIDE WEEPS PERMANUFACTURER REQUIREMENTS
EA
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
08 41 13.I1 - SHIM AS REQUIRED
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 21 00.C3 - BLANKET INSULATION,6"
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
EXISTING WALL
07 71 00.B1 - MANUFACTURED METALCOPING
07 53 23.B2 - EPDM ROOFINGMEMBRANE
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
EXISTING WALL
VIF
5" 6"
SECOND FLOOR12' - 0"
D8
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
07 95 00.M1 - ARCHITECTURAL JOINTSYSTEM
EXISTING SLAB
SECOND FLOOR12' - 0"
PLATFORMMEZZANINE
15' - 0"
D8
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
08 44 13.J2 - SILL, ALUMINUM
07 54 19.T1 - TERMINATION BAR
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE
07 21 00.C5 - FILL GAP WITH BLANKETINSULATION
06 16 00.D14 - INSULATED NAIL BASE
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 41 13.I1 - SHIM AS REQUIRED 07 92 00.B3 - JOINT SEALANT (BOTHSIDES)
06 40 23.J1 - SOLID SURFACE STOOL
EXISTING FLOOR SLAB
1'-0"
MIN
. 06 40 23.J2 - SOLID SURFACE TRIM
SECOND FLOOR12' - 0"
S4-C'
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
07 54 19.T1 - TERMINATION BAR
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 92 00.B3 - JOINT SEALANT (BOTHSIDES)
09 29 00.B7 - INT GWB, 5/8" TYPE X
07 21 00.C5 - FILL GAP WITH BLANKETINSULATION
AB
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
07 21 00.D7 - TRANSITION
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
04 20 00.O9 - MASONRY WEEP/VENT@ 24" OC
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
07 53 23.A5 - EXTEND ROOFINGMEMBRANE UP WALL TERMINATIONPER MEMBRANE MANUFACTURER'SINSTRUCTIONS
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
07 42 13.16 METAL PLATE WALLPANEL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
06 16 00.A1 - GYPSUM SHEATHINGBOARD
05 40 00.C1 - EXT. STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 92 00.B3 - JOINT SEALANT (BOTHSIDES) 07 21 00.D7 - TRANSITION
07 71 00.B1 - MANUFACTURED METALCOPING
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
05 40 00.G1 - ISOLATION STRIPBETWEEN METAL STUD ANDTREATED WOOD BLOCKING
07 21 00.C3 - BLANKET INSULATION,6"
06 16 00.A1 - GYPSUM SHEATHINGBOARD
05 31 00.C2 - ROOF DECK, REFS-SERIES DWGS
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
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE
07 21 00.C5 - FILL GAP WITH BLANKETINSULATION
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
5:3
6 P
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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
SECTION DETAILS
A-322
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-3
22_ S
EC
TIO
N D
ET
AIL
S
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
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
07 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
4"11 1/8"
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
SECOND FLOOR12' - 0"
FIRST FLOOR0' - 0"
FIRST FLOOR_22' - 0"
FIRST FLOOR0' - 0"
S6-C'
EXISTING MASONRY WALLV.I.F EXISTING CONDITION OF WALL
2' -
8"
04 20 00.F2 - FACE BRICK, REFELEVATIONS FOR TYPE
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
06 16 00.A1 - GYPSUM SHEATHINGBOARD
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
F4
1' - 4"
FIRST FLOOR_22' - 0"
B1
4' - 8"
SILL PROJECTION5/8"
1' - 2 1/4"
RECESS FROM TYP BRICK1/2"
3"
EPOXY RESIN BACKSPLASH
06 10 53.B4 - WOOD BLOCKINGFIRE-RETARDANT-TREATED, 2XCONTINUOUS
064023 - SOLID SURFACESTOOL
1' - 3"
1/2"
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
SECOND FLOOR12' - 0"
B1
SECOND FLOOR_214' - 0"
PLATFORMMEZZANINE
15' - 0"
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER
07 42 13.16 METAL PLATE WALLPANEL
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 71 00.Z1 - BRAKE METAL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 24 13 - SPRAY APPLIED AIR BARRIER
06 16 00.D14 - INSULATED NAIL BASE
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 54 19.E2 - ROOF INSULATION, 5"MIN.
07 53 23.B2 - EPDM ROOFINGMEMBRANE
NOTE:
ALL STEEL FASTENERS PENETRATING
TREATED WOOD OR TREATED PLYWOOD
MUST BE GALVANIZED OR STAINLESS
STEEL.
0' -
8"
1' - 4"
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
07 54 19.F1 - COVER BOARD
07 54 19.E2 - ROOF INSULATION, 5"MIN.
07 71 00.B1 - MANUFACTURED METALCOPING
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
NOTE:
ALL STEEL FASTENERS PENETRATING
TREATED WOOD OR TREATED PLYWOOD
MUST BE GALVANIZED OR STAINLESS
STEEL.
0' -
8"
1' - 4"
07 71 00.B1 - MANUFACTURED METALCOPING
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
07 54 19.F1 - COVER BOARD
07 54 19.E4 - ROOF INSULATION,TAPERED
NOTE:
ALL STEEL FASTENERS PENETRATING
TREATED WOOD OR TREATED PLYWOOD
MUST BE GALVANIZED OR STAINLESS
STEEL.
0' -
8"
0' - 8 3/8"
07 71 00.B1 - MANUFACTURED METALCOPING
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
07 54 19.F1 - COVER BOARD
07 54 19.E4 - ROOF INSULATION,TAPERED
RT-A
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
4" 07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
099600 - EXISTING CONCRETE ROOF DECK
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
08 44 13.I1 - SHIM AS REQUIRED
07 92 00.B2 - JOINT SEALANT
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:
ALL STEEL FASTENERS PENETRATING
TREATED WOOD OR TREATED PLYWOOD
MUST BE GALVANIZED OR STAINLESS
STEEL.
07 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
07 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
06 10 00.A1 - WOOD BLOCKING
07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
NOTE:
ALL STEEL FASTENERS PENETRATING
TREATED WOOD OR TREATED PLYWOOD
MUST BE GALVANIZED OR STAINLESS
STEEL.
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
07 71 00.Z1 - BRAKE METAL
07 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
07 54 19.F1 - COVER BOARD
D8
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
RT-A
07 92 00.B2 - JOINT SEALANT
07 54 19.A1 - ROOFING MEMBRANE.SEE ROOF TYPE
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
5:5
9 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
SECTION DETAILS
A-323
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-3
23_ S
EC
TIO
N D
ET
AIL
S
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
07 71 00.B3 - MANUFACTURED METALROOF EDGE FASCIA
2' - 9" 3" 1' - 4"
3"
3"
3"
07 71 00.B6 - MANUFACTURED METALROOF EDGE FASCIA EXTENDERW/DRIP EDGE
07 42 13.16 METAL PLATE WALLPANEL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 42 13.J6 - SUB-FRAMING ASREQUIRED BY METAL WALL PANELMANUFACTURER
05 40 00.C1 - EXT. STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
06 16 00.A1 - GYPSUM SHEATHINGBOARD
RT-1
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
06 10 53.B3 - WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS
08 44 13.I1 - SHIM AS REQUIRED
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
145.00°
4A
A-404
F115' - 0"
07 71 00.B1 - MANUFACTURED METALCOPING
07 42 13.16 METAL PLATE WALLPANEL
07 21 00.L5 - CAVITY INSULATION, 3"W/ SEALED JOINTS
07 27 13.A1 - SELF-ADHERING SHEETAIR BARRIER
06 16 00.A1 - GYPSUM SHEATHINGBOARD05 40 00.C2 - EXT. STEEL STUDFRAMING, 6" @ 16" O.C.
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 42 13 - BRAKE METAL
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
07 24 13 - POLYMER-BASEDEXTERIOR INSULATION AND FINISHSYSTEM (EIFS)
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
RT-1
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
07 53 23.A5 - EXTEND ROOFINGMEMBRANE UP WALL TERMINATIONPER MEMBRANE MANUFACTURER'SINSTRUCTIONS
ES8B
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
6" 6"
6"
07 42 13 - PROVIDE WEEPS PERMANUFACTURER REQUIREMENTS
07 53 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 10 00.A1 - WOOD BLOCKING
SLOPE TO DRAIN
07 53 23.F1 - COVER BOARD
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
06 16 00.D14 - INSULATED NAIL BASE
05 40 00.C5 - STEEL STUD BOX BEAM
06 16 00.D13 - WOOD PANELSHEATHING, 3/4"
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
08 41 13.I1 - SHIM AS REQUIRED
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
07 71 00.B1 - MANUFACTURED METALCOPING
07 54 23.A3 - EXTEND ROOFINGMEMBRANE OVER TOP OF PARAPET
RT-1
FIRST FLOOR_22' - 0"
07 92 00.B2 - JOINT SEALANT
06 40 23.J1 - SOLID SURFACE STOOL
08 44 13.B1 - GLAZED ALUMINUMCURTAIN WALL
09 29 00.B7 - INT GWB, 5/8" TYPE X
09 22 16.C6 - INT STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
SECOND FLOOR_214' - 0"
PLATFORMMEZZANINE
15' - 0"
07 21 00.C5 - FILL GAP WITH BLANKETINSULATION
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 53 23.K1 - COMPRESSABLEINSULATION WITH MEMBRANESLEEVE
07 53 23.B2 - EPDM ROOFINGMEMBRANE
07 54 19.T1 - TERMINATION BAR
07 71 00.C1 - MANUFACTURED METALCOUNTERFLASHING
04 20 00.O4 - STAINLESS STEEL DRIPEDGE FLASHING
04 20 00.O8 - FLASHING, EMBEDDEDTHROUGH-WALL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD08 41 13.B1 - ALUMINUM-FRAMEDSTOREFRONT
08 41 13.I1 - SHIM AS REQUIRED
06 40 23.J1 - SOLID SURFACE STOOL
06 40 23.J2 - SOLID SURFACE TRIM
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
6:1
9 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
SECTION DETAILS
A-324
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-3
24_ S
EC
TIO
N D
ET
AIL
S
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
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
BCD
EF
A
G
BCD
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
6:3
6 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
ENLARGED RESTROOMPLANS
A-401
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
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
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
HEAD = 3D/A-331JAMB = 3C/A-331SILL = 3C/A-331
HEAD = 3D/A-331JAMB = 3C/A-331SILL = 3C/A-331
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
7:0
2 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
FRAME ELEVATIONS
A-601
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-6
01
_ F
RA
ME
ELE
VA
TIO
NS
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
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
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
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
A5
A5
A5
A5
HEAD:3D/A-331JAMB: 3C/A-331SILL: 3C/A-331
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
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.
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
7:2
3 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
FRAME ELEVATIONS
A-602
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
A-6
02
_ F
RA
ME
ELE
VA
TIO
NS
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: 2C/A-330JAMB: 2B/A-330SILL: 2A/A-330
HEAD = 1A/A-321JAMB =4E/A-512SILL = 1/A-321SEE ELEVATION FOR
ALTERNATING SPANDREL PATTERN
HEAD: 2C/A-330JAMB: 2B/A-330SILL: 2A/A-330
# 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
HEAD: 4D/A-323JAMB: 2B/A-330SILL: 5B/A-324
A5
HEAD: 4D/A-323JAMB: 2B/A-330SILL: 5B/A-324
A5
HEAD: 4D/A-323JAMB: 2B/A-330SILL: 5B/A-324
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
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.
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
4:3
7:4
6 P
M
C:\
_R
evitL
oca
l\2
017
-11
4.E
MS
_B
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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
FRAME ELEVATIONS
A-603
CM TE
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
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
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
BC
D
EF
A
G
BC
D
SECOND FLOOR
1344 S. Rangeline Rd,Suite 202
Carmel, IN 46032v. (317) 344-8045
Job #: 17058
11
/16
/20
18
7:2
6:2
5 A
M
C:\
Use
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\17
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T E
AS
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D M
S M
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8_
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du
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a.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR HVAC PLAN- UNIT A
MH1A1
DNH / ABT & NAR
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
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
3/4" CWS/R3/4" HHS/R
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
- SEE M-001 FOR GENERAL SHEET NOTES.- ALL DUCTWORK TO BE TIGHT TO STRUCTURE WHERE EVER POSSIBLE
GENERAL SHEET NOTES
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
BC
D
EF
A
G
BC
D
SECOND FLOOR
1344 S. Rangeline Rd,Suite 202
Carmel, IN 46032v. (317) 344-8045
Job #: 17058
11
/16
/20
18
7:2
6:3
2 A
M
C:\
Use
rs\n
hyd
e\D
ocu
me
nts
\17
058
MS
DW
T E
AS
TW
OO
D M
S M
EC
H C
en
tra
l v1
8_
so
du
kom
aiy
a.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR PIPINGPLAN - UNIT A
MP1A1
DNH / ABT & NAR
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
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
A5 Addendum #5 Date 5
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
3/4" HHS/R3/4" CWS/R
1" HHS/R 1" CWS/R
3/4" CWS/R3/4" HHS/R
3/4" CWS/R 3/4" HHS/R
1" CWS/R1" HHS/R
3/4" HHS/R3/4" CWS/R
1 1/
2" C
WS
/R1
1/4"
HH
S/R
1 1/4" CWS/R1 1/4" HHS/R
3/4" CWS/R3/4" HHS/R
3/4" CWS/R3/4" 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
3/4" CWS/R3/4" HHS/R
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" CWS/R3/4" HHS/R
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
3/4" HHS/R3/4" CWS/R
3/4" HHS/R3/4" CWS/R
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
3/4" CWS/R3/4" HHS/R
FCU-43
FCU-42
- SEE M-001 FOR GENERAL SHEET NOTES.- ALL DUCTWORK TO BE TIGHT TO STRUCTURE WHERE EVER POSSIBLE
GENERAL SHEET NOTES
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
BC
D
EF
A
G
BC
D
SECOND FLOOR
1344 S. Rangeline Rd,Suite 202
Carmel, IN 46032v. (317) 344-8045
Job #: 17058
11
/16
/20
18
7:2
6:4
0 A
M
C:\
Use
rs\n
hyd
e\D
ocu
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nts
\17
058
MS
DW
T E
AS
TW
OO
D M
S M
EC
H C
en
tra
l v1
8_
so
du
kom
aiy
a.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR PIPINGPLAN - UNIT D
MP1D1
DNH / ABT & NAR
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
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
D108 INDIVIDUALS &SOCIETIES
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 Addendum #5 Date 5
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
- SEE M-001 FOR GENERAL SHEET NOTES.- ALL DUCTWORK TO BE TIGHT TO STRUCTURE WHERE EVER POSSIBLE
GENERAL SHEET NOTES
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
BC
D
EF
A
G
BC
D
SECOND FLOOR
1344 S. Rangeline Rd,Suite 202
Carmel, IN 46032v. (317) 344-8045
Job #: 17058
11
/16
/20
18
7:2
6:5
2 A
M
C:\
Use
rs\n
hyd
e\D
ocu
me
nts
\17
058
MS
DW
T E
AS
TW
OO
D M
S M
EC
H C
en
tra
l v1
8_
so
du
kom
aiy
a.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR PIPINGPLAN - UNIT E
MP1E1
DNH / ABT & NAR
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
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 Addendum #5 Date 5
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
3/4" HHS/R3/4" CWS/R
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
3/4" CWS/R3/4" 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
3/4" HHS/R3/4" CWS/R
3/4" CWS/R3/4" HHS/R
3/4" HHS/R3/4" CWS/R
3/4" CWS/R3/4" HHS/R
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
3/4" HHS/R3/4" CWS/R
3/4" CWS/R3/4" 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
- SEE M-001 FOR GENERAL SHEET NOTES.- ALL DUCTWORK TO BE TIGHT TO STRUCTURE WHERE EVER POSSIBLE
GENERAL SHEET NOTES
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
BC
D
EF
A
G
BC
D
SECOND FLOOR
1344 S. Rangeline Rd,Suite 202
Carmel, IN 46032v. (317) 344-8045
Job #: 17058
11
/16
/20
18
7:2
6:4
7 A
M
C:\
Use
rs\n
hyd
e\D
ocu
me
nts
\17
058
MS
DW
T E
AS
TW
OO
D M
S M
EC
H C
en
tra
l v1
8_
so
du
kom
aiy
a.r
vt
2017-114.EMS
10.17.18
Bid Documents
SECOND FLOOR PIPINGPLAN - UNIT D
MP1D2
DNH / ABT & NAR
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
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
D204 INDIVIDUALS &SOCIETIES
D205 LAL
D206 MATH
D207 MATH
D208 LAL
D209 INDIVIDUALS &SOCIETIES
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 Addendum #5 Date 5
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
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)
CALCULATED (SHOWN ON GRAPHICS)OUTSIDE AND RETURN AIR ENTHALPY
MAY BE BROADCAST
AO
PH-VLV
AI
CC-TAIAIAI
ZN-T, ZN-H,ZN-CO2
A5
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
10.17.18
Bid Documents
TEMPERATURE CONTROLSCHEMATICS
M-703
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
M-7
03_ T
EM
PE
RA
TU
RE
CO
NT
RO
L S
CH
EM
AT
ICS
NOT TO SCALE6C
RTU-1 thru 5, 10, 11
NOT TO SCALE6A
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)
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)
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)
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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scox.r
vt
2017-114.EMS
10.17.18
Bid Documents
TEMPERATURE CONTROLSCHEMATICS
M-704
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
M-7
04_ T
EM
PE
RA
TU
RE
CO
NT
RO
L S
CH
EM
AT
ICS
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
S1
S1
S1
S1
S1
S3
S2
S3
S3
S3
S1
S3
S3
S1
S3
S3
S3
S3
S4
S4
S5
1
2
3
4
S6
S6
S6
S6
S7
1HDPF1-26
1HDPF1-35
1HDPF1-33
LC-F1
LC-F1
S3
S3
S3
1HA1-3LC-A1
1HA1-5LC-A1
DS-S1
1LD3-49
DS-S2
1LB2-63
1LF4-43
5
66
7
7
7
7
8
P
A5
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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nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
ELECTRICAL SITE PLAN
ES102
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
ES
10
2_ E
LE
CT
RIC
AL S
ITE
PLA
N
1" = 40'-0"2A
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
SF
SF
SF
SF
SF
SF
SF
HH
H
SF
SF
SF
SF
V
V
HM
M
SF
H
M H
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H
V
V
H
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HM
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J J J J J J
J J
J
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J J J J
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J J J J J JJ
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1
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1
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3
3
4
3
5
910
11A5
A5
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
BC
D
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A
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2017-114.EMS
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Bid Documents
FIRST FLOORDEMOLTION PLAN - UNIT
F
ED1F1
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
ED
1F
1_ F
IRS
T F
LO
OR
DE
MO
LT
ION
PLA
N -
UN
IT F
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
1
L25S L25 L25S L25 L25S L25
L25S
L261LEQA1-14
1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30 1HLSF1-8 1HDPF1-30
1HLSF1-8
b b b b b b
b
X2
A5
1HLSF1-8
X2
1HLSF1-8A5
X2
1HLSF1-8
12
A5
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
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2017-114.EMS
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Bid Documents
CRAWLSPACE LIGHTINGPLAN - UNIT B
EL1B0
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EL1
B0_ C
RA
WLS
PA
CE
LIG
HT
ING
PL
AN
-U
NIT
B
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
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2017-114.EMS
10.17.18
Bid Documents
CRAWLSPACE LIGHTINGPLAN - UNIT C
EL1C0
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
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
# 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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
# 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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
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nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
CRAWLSPACE LIGHTINGPLAN - UNIT D
EL1D0
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EL1
D0_
CR
AW
LS
PA
CE
LIG
HT
ING
PLA
N -
UN
IT D
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
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18
8:5
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1 A
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.EM
S_
Bld
g0
01
_E
_2
01
8_
djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
CRAWLSPACE LIGHTINGPLAN - UNIT E
EL1E0
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EL1
E0_ C
RA
WLS
PA
CE
LIG
HT
ING
PL
AN
-U
NIT
E
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
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L2
L1 L2
L2
L19
L2S
L2 L2
L2 L2
L2
L11
X2
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1HA1-2
1HA1-2 1HA1-2
1HA1-2
1HA1-21HA1-2
1HA1-2 1HA1-2
1HA1-2
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1HLSA1-13 1HLSA1-13
1HLSA1-13
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1HA1-21HLSA1-13
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1HLSA1-13 1HA1-2 1HLSA1-13
1HLSA1-13
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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
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
8:4
8:5
2 A
M
C:\
_R
evitL
oca
l\2
017
-11
4.E
MS
_B
ldg
00
1_E
_2
018
\20
17-1
14
.EM
S_
Bld
g0
01
_E
_2
01
8_
djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR LIGHTINGPLAN - UNIT A
EL1A1
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EL1
A1_
FIR
ST
FL
OO
R L
IGH
TIN
G P
LA
N -
UN
IT A
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
INDIVIDUALS & SOCIETIES
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
1LB2-45
FCU-8
1LB2-46
FCU-9
1LB2-47
FCU-11
1LB2-49
A5A5
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
8:4
9:1
1 A
M
C:\
_R
evitL
oca
l\2
017
-11
4.E
MS
_B
ldg
00
1_E
_2
018
\20
17-1
14
.EM
S_
Bld
g0
01
_E
_2
01
8_
djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR POWERPLAN - UNIT B
EP1B1
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EP
1B
1_ F
IRS
T F
LO
OR
PO
WE
R P
LA
N -
UN
IT B
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
# NOTES1 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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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1LD3-15
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1LD3-16
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B
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123456
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B
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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
BCD
EF
A
G
BCD
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
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2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR POWERPLAN - UNIT D
EP1D1
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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IT D
GENERAL POWER NOTES
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
B COORDINATE ALL RECEPTACLES WITH BUSINESS FURNITURE PLANS PRIOR TOROUGH-IN.
1/8" = 1'-0"2A
FIRST FLOOR POWER PLAN - UNIT D
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
# NOTES1 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.
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.
# Revision Date
A1 Addendum #1 10.25.2018
A2 Addendum #2 11.01.2018
A5 Addendum #5 11.16.2018
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1LF1-21
1LF1-21
1LF1-21
?
FC
U-9
0
1LF1-16
1LF2-1
DS-E2
1LF1-19
1LF2-1DS-E1
11
22
17
1LF1-28
1LF1-28
1LF1-27
1LF1-28
1LF1-27
1LF1-27
1LF1-27
1LF1-26
1LF1-26
1LF1-26
1LF1-42
1LF2-5
1LF2-5
1LF2-6
1LF2-7
1LF2-8
1LF2-9
17
1LF1-34
1LF1-34
1LF1-34
1LF1-341LF1-34
171LF2-10
GFCI
GFCI
1LF1-36
1LF1-19
1LF1-19
1LF1-19
FC
U-8
71LF2-2 DS-G2
1LEQF1
1LF
1-3
7
1LF1-37
1LF1-38
1LF1-39
17
1LF1-16 1LF1-16
11
22
1LF1-14
22
1LF1-14
17
1LF1-40
38
38
38
1LF
1-4
4
1LF
1-4
3
1LF
1-4
3
1LF1-43
1LF1-471LF1-46
38
1LF1-45
1LF1-45
1LF1-45
1LF1-48
1LF1-48
1LF1-481LF1-48
1LEQF1-19
41
1LEQF1-18
41
42
AHU-2
42
RTU-7
13
1LF1-55
WS-1
1LF2-36
42
RTU-7
1LF1-19
CHOIR
E104
S
S
S
17
A5
A5
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
BC
D
EF
A
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BC
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FIRST FLOOR
SECOND FLOOR
11
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18
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9:2
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.EM
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Bld
g0
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djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
FIRST FLOOR POWERPLAN - UNIT E
EP1E1
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EP
1E
1_ F
IRS
T F
LO
OR
PO
WE
R P
LA
N -
UN
IT E
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
# NOTES1 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
B COORDINATE ALL RECEPTACLES WITH BUSINESS FURNITURE PLANS PRIOR TOROUGH-IN.
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
VV
VV
H
V
SF
SF
H
V V V
JJ
JJ
V
HM
J
V
V
VV
H
J
V
VV V
H
HH
H
H
J
SD
RD
V
2HD1 2LD1
2LD2
LAL
D208
INDIVIDUALS & SOCIETIES
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
GFCI/BKR 2
2
E-401
2A
11
11 11
GFCI
GFCI
GFCI
GFCI GFCI
GFCI
GFCI
GFCI
1212
U
11
2
GD
11 1111
13
STAFF FOCUS
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
D2
-12
2L
D2
-12
2L
D2
-14
GF
CI
11
2LD2-16
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
FC
U-7
1
DS-2D5
DS-2D14
DS-2D13
DS-2D12 DS-2D11DS-2D10
DS-2D9
DS-2D8
2LD2-42DS-2D7
DS-2D6
U
2LD2-45
2LD2-45
2LD2-45
2LD2-44
2LD2-44
22
2LD2-462LD2-46
2LD2-462LD2-46
E-401
5C
CORRIDOR
D022
28
2LD2-31
11
22
2LD1-45
2LD1-3
SCIENCE
D211
22
38
22
38
SCIENCE
D210
2LD1-47
2LD1-132LD1-27
38
22
38
22
11
2LD1-28
2LD2-1722
38
22
382LD2-22
2LD2-50
38
13
2LD2-51
38
22
22
38
2LD1-36
38
42
ERU-1
CORRIDOR
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
FCU-54
A5 A5
A5
A5
A5
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
BC
D
EF
A
G
BC
D
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
8:4
9:4
3 A
M
C:\
_R
evitL
oca
l\2
017
-11
4.E
MS
_B
ldg
00
1_E
_2
018
\20
17-1
14
.EM
S_
Bld
g0
01
_E
_2
01
8_
djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
SECOND FLOOR POWERPLAN - UNIT D
EP1D2
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
EP
1D
2_
SE
CO
ND
FL
OO
R P
OW
ER
PLA
N -
UN
IT D
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
# NOTES1 USE BACK BOX THAT WAS MAINTAINED DURING DEMOLITION FOR NEW DEVICE.
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
B COORDINATE ALL RECEPTACLES WITH BUSINESS FURNITURE PLANS PRIOR TOROUGH-IN.
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
J
M
V V
V
SF
HM
H
HM
H
H
H
FB FB FB
H
FB FB FB
FB
J
SD R
D
J
H
H
V
SF
RF
RF
RF
J J
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
9
A5 A5
A5
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
BCD
EF
A
G
BCD
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
8:4
8:3
2 A
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C:\
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2017-114.EMS
10.17.18
Bid Documents
ENLARGED PLANS
E-403
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
E-4
03
_ E
NL
AR
GE
D P
LA
NS
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.
5 RECEPTACLE FOR MONITOR. COORDINATE EXAC LOCATION AND ELEVATION WITHT-SERIES DRAWINGS. MOUNT ADJACENT RECEPTACLE DIRECTLY BELOW (IFSHOWN).
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
# NOTESA REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.
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
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
BCD
EF
A
G
BCD
FIRST FLOOR
SECOND FLOOR
11
/16
/20
18
8:4
8:0
9 A
M
C:\
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l\2
017
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1_E
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018
\20
17-1
14
.EM
S_
Bld
g0
01
_E
_2
01
8_
djo
nes.r
vt
2017-114.EMS
10.17.18
Bid Documents
LIGHTING SCHEDULES
E-604
DLJ
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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
4401 East 62nd StreetIndianapolis, IN 46220
E-6
04_
LIG
HT
ING
SC
HE
DU
LE
S
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.
120/277 V LED 4,000 LM 32 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L2
L2S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 4,000 LM 32 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L2S
L3S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 4,300 LM 34 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L3S
L4 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,800 LM 38 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L4
L4S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 4,800 LM 38 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L4S
L5S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 5,200 LM 48 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24CZCOLUMBIA RLA24LITHONIA 2ALL4
L5S
L6 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 6,000 LM 48 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L6
L7 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 3,200 LM 37 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22CZCOLUMBIA RLA22LITHONIA 2ALL2
L7
L7S 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 3,200 LM 37 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22CZCOLUMBIA RLA22LITHONIA 2ALL2
L7S
L8 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,000 LM 31 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22RTCCOLUMBIA LACT22LITHONIA 2BLT2
L8
L8S 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 4,000 LM 31 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22RTCCOLUMBIA LACT22LITHONIA 2BLT2
L8S
L9 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,800 LM 36 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22RTCCOLUMBIA LACT22LITHONIA 2BLT2
L9
L9S 2X2 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 4,800 LM 35 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 22RTCCOLUMBIA LACT22LITHONIA 2BLT2
L9S
L10 1X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 2,700 LM 23 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 14RTCCOLUMBIA LCAT14LITHONIA BLT4
L10
L10S 1X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 2,700 LM 23 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 14RTCCOLUMBIA LCAT14LITHONIA BLT4
L10S
L11 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 3,400 LM 28 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
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
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L11DW
L12 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,300 LM 34 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L12
L13 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,800 LM 35 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L13
L13S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 4,800 LM 35 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L13S
L14 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 5,600 LM 42 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L14
L15 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS.
120/277 V LED 4,800 LM 35 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L15
L15S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 4,800 LM 35 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L15S
L16 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS.
120/277 V LED 5,600 LM 42 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L16
L16S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY
120/277 V LED 5,600 LM 42 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L16S
L17 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS.
120/277 V LED 6,400 LM 61 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L17
L17S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 6,400 LM 61 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L17S
L18 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 2,400 LM 21 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L18
L18S 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 2,400 LM 21 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L18S
L19 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 2,900 LM 27 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L19
L19S 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 2,900 LM 27 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L19S
L20 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 3,500 LM 34 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L20
L20S 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 3,500 LM 34 W 4000 K RECESSED INGRID
PATTERN 12 ACRYLICLENS, 0.125" MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L20S
L21 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,800 LM 45 W 3500 K RECESSED INDRYWALL
PATTERN 12 FROSTACRYLIC LENS, 0.125"
MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
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 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH.
120/277 V LED 3,400 LM 28 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L23
L23S 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH. PROVIDE INTEGRAL SHUNTRELAY.
120/277 V LED 3,400 LM 28 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L23S
L24 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH.
120/277 V LED 4,100 LM 37 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L24
L25 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH.
120/277 V LED 5,400 LM 45 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L25
L25S 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH. PROVIDE INTEGRAL SHUNTRELAY.
120/277 V LED 5,400 LM 45 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L25S
L26 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH.
120/277 V LED 7,600 LM 62 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L26
L26S 4' LENSED LED STRIP LIGHT. 0-10V DIMMING,WHITE FINISH. PROVIDE INTEGRAL SHUNTRELAY.
120/277 V LED 7,600 LM 62 W 4000 K CHAIN MOUNTEDTO STRUCTURE
SEMI-FROSTED LENS DLC METALUX SNLEDCOLUMBIA LCLLITHONIA ZL1D
L26S
L27 4" ROUND LED DOWNLIGHT. SELF-FLANGEDTRIM. WIDE DISTRIBUTION (75°). 0-10VDIMMING.
120/277 V LED 1,500 LM 16 W 4000 K RECESSED INDRYWALL
SEMI-SPECULAR CLEAR ENERGY STAR PORTFOLIO LD4BGOTHAM EVOPRESCOLITE LF4SL
L27
L28 4" ROUND LED DOWNLIGHT. SELF-FLANGEDTRIM. WIDE DISTRIBUTION (75°). 0-10VDIMMING.
120/277 V LED 2,000 LM 22 W 4000 K RECESSED INDRYWALL
SEMI-SPECULAR CLEAR ENERGY STAR PORTFOLIO LD4BGOTHAM EVOPRESCOLITE LF4SL
L28
L29 4" ROUND LED DOWNLIGHT. SELF-FLANGEDTRIM. WIDE DISTRIBUTION (75°). 0-10VDIMMING.
120/277 V LED 3,000 LM 28 W 4000 K RECESSED INDRYWALL
SEMI-SPECULAR CLEAR ENERGY STAR PORTFOLIO LD4BGOTHAM EVOPRESCOLITE LF4SL
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
L32S 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS. PROVIDEINTEGRAL SHUNT RELAY.
120/277 V LED 7,400 LM 59 W 3500 K RECESSED INGRID
PATTERN 12 FROSTACRYLIC LENS, 0.125"
MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
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 4" ROUND LED DOWNLIGHT. SELF-FLANGEDTRIM. WIDE DISTRIBUTION (75°). 0-10VDIMMING.
120/277 V LED 1,000 LM 11 W 4000 K RECESSED INDRYWALL
SEMI-SPECULAR CLEAR ENERGY STAR PORTFOLIO LD4BGOTHAM EVOPRESCOLITE LF4SL
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.
120/277 V LED 2,000 LM 20 W 4000 K SURFACE/WALL DIFFUSEDPOLYCARBONATE
N/A LUMINAIRE BLD48NEW STAR GTW
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.
120/277 V LED 3,000 LM 30 W 4000 K SURFACE/WALL DIFFUSEDPOLYCARBONATE
N/A LUMINAIRE BLD72NEW STAR GTW
L40
L41 1X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 4,200 LM 38 W 4000 K RECESSED INGRID
PATTERN 12 FROSTACRYLIC LENS, 0.125"
MINIMUM
DLC METALUX 14GRCOLUMBIA LJT14LITHONIA GTL
L41
L42 2X4 PRISMATIC LED TROFFER. WHITE FLUSHALUMINUM DOOR. 0-10V DIMMING. TRIPLEGASKETED WITH SMOOTH LENS.
120/277 V LED 7,400 LM 59 W 4000 K RECESSED INGRID
PATTERN 12 FROSTACRYLIC LENS, 0.125"
MINIMUM
DLC METALUX 24GRCOLUMBIA LJT24LITHONIA 2GTL4
L42
L43 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.
120/277 V LED 8,500 LM 74 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
L43
L43S 2X4 ARCHITECTURAL LED TROFFER. WHITEFLUSH ALUMINUM DOOR. 0-10V DIMMING.PROVIDE INTEGRAL SHUNT RELAY.
120/277 V LED 8,500 LM 74 W 4000 K RECESSED INGRID
SMOOTH FROSTEDACRYLIC LENS
DLC METALUX 24RTCCOLUMBIA LCAT24LITHONIA 2BLT4
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.
277 V LED 19,258 LM 183 W 4000 K 25' POLE, BASE BYDIVISION 26
CONTRACTOR
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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.
277 V LED 18,840 LM 183 W 4000 K 25' POLE, BASE BYDIVISION 26
CONTRACTOR
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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.
277 V LED 4,387 LM 38 W 4000 K 12' POLE, BASE BYDIVISION 26
CONTRACTOR
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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.
277 V LED 14,507 LM 134 W 4000 K 12' POLE, BASE BYDIVISION 26
CONTRACTOR
ACRYLIC LENS N/A McGRAW-EDISON GLEON LEDBEACON VPSLITHONIA DSX1 LED
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
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
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
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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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TELECOM SITE PLAN
T001
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
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4401 East 62nd StreetIndianapolis, IN 46220
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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123456
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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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FIRST FLOOR TELECOMPLAN - UNIT A
TF2A1
Matthew Connolly
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
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Tow
nsh
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ST
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MID
DLE
SC
HO
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4401 East 62nd StreetIndianapolis, IN 46220
TF
2A
1_
FIR
ST
FL
OO
R T
ELE
CO
M P
LA
N -
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
Addendum #2 11/01/18
Addendum #4 11/09/18
Addendum #5 11/16/18
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
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
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
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 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
N
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C
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123456
A
B
C
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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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AV DIAGRAMS
T305
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
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4401 East 62nd StreetIndianapolis, IN 46220
T305
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V D
IAG
RA
MS
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
Addendum #5 11/16/18
1
1
1
1
LINE OUTVGA OUT
SHORT THROWPROJECTOR (OFOI)
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
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
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
3
3
3
3
AV INPUT LOCATION
RJ45
HDMI
USB
HDMI
USB
RJ45
3
CONTROL LOCATION
4
1
CLASSROOM LOUDSPEAKER
(IR RECEIVER - OFOI)
PAGE IN
AUDIO IN
IR IN
AMP OUT 1
AMP OUT 2
AMP OUT 3
AMP OUT 4
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
CLASSROOM LOUDSPEAKER
3
3
3
3
CONTROL LOCATION
3
IP CLOCK LOCATION
TO NETWORK DROP
RJ45
70VTRANSFORMER
SPK3
4
6
5
6
10
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
N
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123456
A
B
C
D
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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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Bid Documents
AV DIAGRAMS
T306
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
T306
_ A
V D
IAG
RA
MS
NOT TO SCALE1
TYPICAL MATH CLASSROOM AV DIAGRAM
# Revision Date
Addendum #5 11/16/18
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
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
IDF ROOM F104A
RJ45
PUBLIC AREAS
RJ45 AUDIO4
POE NETWORKSWITCH (OFE)
PAGING AMPLIFIER
RJ45 RJ454 AUDIO
AUDIO1
ZONE CONTROLLERTYPE 2
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
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
IDF ROOMS B005A, D002C, AND D022A
RJ45
PUBLIC AREAS
RJ45 AUDIO4
PUBLIC AREAS
POE NETWORKSWITCH (OFE)
PAGING AMPLIFIER
RJ45 RJ454 AUDIO
AUDIO
AUDIO
1
1
CLOCK
4
TYPICAL CLASSROOM
RJ45
ZONE CONTROLLERTYPE 2
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
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
ZONE CONTROLLERTYPE 2
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
IDF ROOM G102A
RJ45
PUBLIC AREAS
RJ45 AUDIO4
POE NETWORKSWITCH (OFE)
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)
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
RJ45
PUBLIC AREAS
RJ45 SPK OUT4
70V TRANSFORMER
AUDIO1
DUAL SIDED CLOCKSPEAKER
3
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
RJ45
PUBLIC AREAS
RJ45 SPK OUT
70V TRANSFORMER
AUDIO1
DUAL SIDED CLOCKSPEAKER
34
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
RJ45
PUBLIC AREAS
RJ45 SPK OUT4
70V TRANSFORMER
AUDIO1
DUAL SIDED CLOCKSPEAKER
3
CORRIDOR, PUBLIC AREASCEILING MOUNTED SPEAKER
RJ45
PUBLIC AREAS
RJ45 SPK OUT4
70V TRANSFORMER
AUDIO1
DUAL SIDED CLOCKSPEAKER
3
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
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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Bid Documents
AV DIAGRAMS
T307
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
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OD
MID
DLE
SC
HO
OL_B
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4401 East 62nd StreetIndianapolis, IN 46220
T307
_ A
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IAG
RA
MS
NOT TO SCALE1
PAGING AV DIAGRAM
# Revision Date
Addendum #5 11/16/18
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
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
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
BC
D
EF
A
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SECOND FLOOR
11
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2017-114.EMS
10.17.2018
Bid Documents
AV DIAGRAMS
T308
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
SC
HO
OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
T308
_ A
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IAG
RA
MS
N.T.S.1
CAFETERIA AV DIAGRAM
# Revision Date
Addendum #5 11/16/18
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
*NOTE: CONTRACTOR SHALL PROVIDE ALLACCESSORIES REQUIRED FOR A COMPLETEAND FUNCTIONAL SYSTEM
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
NOTE: CONTRACTOR SHALL PROVIDE ANDINSTALL ALL ACCESSORIES REQUIRED FORA COMPLETE AND FUNCTIONAL SYSTEM
NOTE: CONTRACTOR SHALL PROVIDE ANDINSTALL ALL ACCESSORIES REQUIRED FORA COMPLETE AND FUNCTIONAL SYSTEM
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.
*NOTE: CONTRACTOR SHALL PROVIDE ALLACCESSORIES REQUIRED FOR A COMPLETEAND FUNCTIONAL SYSTEM
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
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
BC
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Bid Documents
TELECOM DETAILS
T400
Matthew Connolly
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
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OD
MID
DLE
SC
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OL_B
id D
ocu
men
ts
4401 East 62nd StreetIndianapolis, IN 46220
T400
_ T
ELE
CO
M D
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
Addendum #5 11/16/18
1
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
BC
D
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A
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11
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Bid Documents
TELECOM SCHEDULES
T500
Matthew Connolly
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
20
17-1
14
.EM
S_
M.S
.D.
of
Wash
ing
ton
Tow
nsh
ip_
EA
ST
WO
OD
MID
DLE
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HO
OL_B
id D
ocu
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4401 East 62nd StreetIndianapolis, IN 46220
T500
_ T
ELE
CO
M S
CH
ED
ULE
S
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 D110 01-C-39/40 2 SHORT THROW PROJECTOR LOCATION
D002C D110 01-C-42/43 2 DATA ONLY LOCATION
D002C D110 01-C-44 1 WALL PHONE LOCATION
D002C D110 01-C-45/46 2 WIRELESS ACCESS POINT LOCATION
D002C D110 01-C-47 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-12/13 2 DATA ONLY LOCATION
D002C D111A 01-D-14/15 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 D112 01-D-27/28 2 DATA ONLY LOCATION
D002C D112 01-D-29 1 WALL PHONE LOCATION
D002C D112 01-D-30/31 2 SHORT THROW PROJECTOR LOCATION
D002C D112 01-D-33 1 CLOCK LOCATION
D002C D113 01-D34/35 2 WIRELESS ACCESS POINT LOCATION
D002C D113 01-D-36/37 2 SHORT THROW PROJECTOR LOCATION
D002C D113 01-D-39/40 2 DATA ONLY LOCATION
D002C D113 01-D-41 1 WALL PHONE LOCATION
D002C D113 01-D-42 1 CLOCK LOCATION
D002C D113A 01-D-43/44 2 MONITOR LOCATION
D002C D113A 01-D-45/46 2 DATA ONLY 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-13/14 2 DATA ONLY LOCATION
D002C D115 01-E-15 1 WALL PHONE LOCATION
D002C D115 01-E-17/18 2 SHORT THROW PROJECTOR LOCATION
D002C D115 01-E-19 1 CLOCK 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 1 CLOCK LOCATION
D002C D116 01-E-27/28 2 WIRELESS ACCESS POINT LOCATION
D002C D116 01-E-29/30 2 DATA ONLY 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-36 1 SECURITY CAMERA - MULTI-SENSOR
D002C EXT 01-E-37 1 SECURITY CAMERA - MULTI-SENSOR
D002C EXT 01-E-38 1 VIDEO INTERCOM DOOR STATION
Grand total 197
IDF D002C TELECOM SCHEDULETELECOM
ROOM ROOM NUMBER LABELDATA
PORTS COMMENTS
D002C C001 01-A-01 1 CLOCK LOCATION
D002C C101 01-A-09 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-16/17 2 WIRELESS ACCESS POINT LOCATION
D002C C102 01-A-18/19 2 DATA ONLY LOCATION
D002C C102 01-A-20 1 WALL PHONE LOCATION
D002C C102 01-A-22/23 2 SHORT THROW PROJECTOR LOCATION
D002C C102 01-A-24 1 CLOCK LOCATION
D002C C103 01-A-25/26 2 SHORT THROW PROJECTOR LOCATION
D002C C103 01-A-28/29 2 DATA ONLY LOCATION
D002C C103 01-A-30 1 WALL PHONE LOCATION
D002C C103 01-A-31/32 2 WIRELESS ACCESS POINT LOCATION
D002C C103 01-A-33 1 CLOCK LOCATION
D002C D002 01-A-34 1 DUAL SIDED CLOCK LOCATION
D002C D002 01-A-35 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D002 01-A-39 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D004 01-A-38 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D005 01-A-40 1 DUAL SIDED CLOCK LOCATION
D002C D005 01-A-41 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D005 01-A-43 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D005 01-A-45 1 DUAL SIDED CLOCK LOCATION
D002C D005 01-C-48 1 DIGITAL SIGNAGE LOCATION
D002C D006 01-A-46 1 SECURITY CAMERA - REINSTALL EXISTING
D002C D006 01-A-48 1 SECURITY CAMERA - REINSTALL EXISTING
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 D102 01-B-15/16 2 WIRELESS ACCESS POINT LOCATION
D002C D102 01-B-17/18 2 DATA ONLY LOCATION
D002C D102 01-B-19 1 WALL PHONE LOCATION
D002C D102 01-B-21/22 2 SHORT THROW PROJECTOR LOCATION
D002C D102 01-B-23 1 CLOCK LOCATION
D002C D103 01-B-24/25 2 SHORT THROW PROJECTOR LOCATION
D002C D103 01-B-27/28 2 DATA ONLY LOCATION
D002C D103 01-B-29 1 WALL PHONE LOCATION
D002C D103 01-B-30/31 2 WIRELESS ACCESS POINT LOCATION
D002C D103 01-B-32 1 CLOCK LOCATION
D002C D104 01-B-33/34 2 WIRELESS ACCESS POINT LOCATION
D002C D104 01-B-35/36 2 SHORT THROW PROJECTOR LOCATION
D002C D104 01-B-38/39 2 DATA ONLY LOCATION
D002C D104 01-B-40 1 WALL PHONE LOCATION
D002C D104 01-B-41 1 CLOCK LOCATION
D002C D105 01-B-42/43 2 DATA ONLY LOCATION
D002C D105 01-B-44 1 WALL PHONE LOCATION
D002C D105 01-B-46/47 2 SHORT THROW PROJECTOR LOCATION
D002C D105 01-B-48-01-C-01 2 WIRELESS ACCESS POINT LOCATION
D002C D105 01-C-02 1 CLOCK LOCATION
D002C D106 01-C-06/07 2 DATA ONLY LOCATION
D002C D106 01-C-08 1 WALL PHONE LOCATION
D002C D106 01-C-09/10 2 WIRELESS ACCESS POINT LOCATION
D002C D106 01-C-11 1 CLOCK LOCATION
D002C D107 01-C-12/13 2 WIRELESS ACCESS POINT LOCATION
D002C D107 01-C-15/16 2 DATA ONLY LOCATION
D002C D107 01-C-17 1 WALL PHONE LOCATION
D002C D107 01-C-18/19 2 SHORT THROW PROJECTOR LOCATION
D002C D107 01-C-20 1 CLOCK LOCATION
D002C D108 01-C-21/22 2 SHORT THROW PROJECTOR LOCATION
D002C D108 01-C-23/24 2 DATA ONLY LOCATION
D002C D108 01-C-25 1 WALL PHONE LOCATION
D002C D108 01-C-27/28 2 WIRELESS ACCESS POINT LOCATION
D002C D108 01-C-29 1 CLOCK LOCATION
MDF A006A TELECOM SCHEDULETELECOM
ROOM ROOM NUMBER LABELDATA
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 E102 00-C-30/31 2 WIRELESS ACCESS POINT LOCATION
A006A E102 00-C-32/33 2 SHORT THROW PROJECTOR LOCATION
A006A E102 00-C-35/36 2 DATA ONLY LOCATION
A006A E102 00-C-37 1 WALL PHONE LOCATION
A006A E102 00-C-38 1 CLOCK LOCATION
A006A E103 00-C-39/40 2 DATA ONLY LOCATION
A006A E103 00-C-41 1 WALL PHONE LOCATION
A006A E103 00-C-43/44 2 WIRELESS ACCESS POINT LOCATION
A006A E103 00-C-45/46 2 SHORT THROW PROJECTOR LOCATION
A006A E103 00-C-47 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 F002 00-D-18 1 DIGITAL SIGNAGE LOCATION
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 F101 00-D-25 1 DIGITAL SIGNAGE LOCATION
A006A F101 00-D-26 1 AV FLOOR BOX LOCATION
A006A F101 00-D-27 1 AV FLOOR BOX LOCATION
A006A F101 00-D-28 1 DIGITAL SIGNAGE LOCATION
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
ROOM ROOM NUMBER LABELDATA
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 F001.1 00-A-07 1 SECURITY CAMERA - REINSTALL EXISTING
A006A F001.1 00-A-08 1 SECURITY CAMERA - REINSTALL EXISTING
A006A 66 00-A-12 1 SECURITY CAMERA - MULTI-SENSOR
A006A F001.1 00-A-14 1 SECURITY CAMERA - REINSTALL EXISTING
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 A101 00-A-27/28 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 A103 00-A-41/42 2 DATA ONLY LOCATION
A006A A103 00-A-43 1 CLOCK LOCATION
A006A A104 00-A-44/45 2 DATA ONLY LOCATION
A006A A104 00-A-46 1 CLOCK LOCATION
A006A A105 00-A-47 1 CLOCK 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-06/07 2 DATA ONLY LOCATION
A006A A106 00-B-08 1 CLOCK LOCATION
A006A A107 00-B-09/10 2 DATA ONLY LOCATION
A006A A107 00-B-11 1 CLOCK LOCATION
A006A A108 00-B-12/13 2 DATA ONLY LOCATION
A006A A108 00-B-14/15 2 WIRELESS ACCESS POINT LOCATION
A006A A108 00-B-16 1 CLOCK LOCATION
A006A A109 00-B-17/18 2 DATA ONLY LOCATION
A006A A109 00-B-19/20 2 WIRELESS ACCESS POINT LOCATION
A006A A109 00-B-21 1 CLOCK LOCATION
A006A A111 00-B-22/23 2 DATA ONLY LOCATION
A006A A111 00-B-24 1 CLOCK LOCATION
A006A A112 00-B-25/26 2 DATA ONLY LOCATION
A006A A112 00-B-27/28 2 WIRELESS ACCESS POINT LOCATION
A006A A112 00-B-29 1 CLOCK LOCATION
A006A A113 00-B-30/31 2 DATA ONLY LOCATION
A006A A113 00-B-32 1 CLOCK LOCATION
A006A A114 00-B-33/34 2 DATA ONLY LOCATION
A006A A114 00-B-35 1 CLOCK LOCATION
A006A A115 00-B-36/37 2 DATA ONLY LOCATION
A006A A115 00-B-38 1 CLOCK LOCATION
A006A A116 00-B-39/40 2 DATA ONLY LOCATION
A006A A116 00-B-41/42 2 WIRELESS ACCESS POINT LOCATION
A006A A116 00-B-43 1 CLOCK LOCATION
A006A A117 00-B-44/45 2 DATA ONLY LOCATION
A006A A117 00-B-46 1 CLOCK LOCATION
A006A A118 00-B-47/48 2 DATA ONLY 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
ROOM ROOM NUMBER LABELDATA
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-21 1 SECURITY CAMERA - REINSTALL EXISTING
D022A D022 02-A-22 1 DUAL SIDED CLOCK LOCATION
D022A D022 02-A-23 1 SECURITY CAMERA - REINSTALL EXISTING
D022A D024 02-A-25 1 SECURITY CAMERA - REINSTALL EXISTING
D022A D025 02-A-29 1 DIGITAL SIGNAGE LOCATION
D022A D025 02-A-30 1 SECURITY CAMERA - REINSTALL EXISTING
D022A D025 02-A-32 1 SECURITY CAMERA - REINSTALL EXISTING
D022A D025 02-A-34/35 2 WIRELESS ACCESS POINT LOCATION
D022A D025 02-A-36 1 DUAL SIDED CLOCK LOCATION
D022A D025 02-A-37 1 DUAL SIDED CLOCK LOCATION
D022A D201 02-A-38/39 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-A-47/48 2 WIRELESS ACCESS POINT 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-11/12 2 DATA ONLY LOCATION
D022A D203 02-B-13/14 2 WIRELESS ACCESS POINT LOCATION
D022A D203 02-B-15 1 CLOCK LOCATION
D022A D204 02-B-16/17 2 WIRELESS ACCESS POINT LOCATION
D022A D204 02-B-19/20 2 DATA ONLY LOCATION
D022A D204 02-B-21 1 WALL PHONE LOCATION
D022A D204 02-B-22/23 2 SHORT THROW PROJECTOR LOCATION
D022A D204 02-B-24 1 CLOCK LOCATION
D022A D205 02-B-25/26 2 WIRELESS ACCESS POINT LOCATION
D022A D205 02-B-27/28 2 DATA ONLY LOCATION
D022A D205 02-B-29 1 WALL PHONE LOCATION
D022A D205 02-B-31/32 2 SHORT THROW PROJECTOR LOCATION
D022A D205 02-B-33 1 CLOCK LOCATION
D022A D206 02-B-34/35 2 WIRELESS ACCESS POINT LOCATION
D022A D206 02-B-36/37 2 SHORT THROW PROJECTOR LOCATION
D022A D206 02-B-39/40 2 DATA ONLY LOCATION
D022A D206 02-B-41 1 WALL PHONE LOCATION
D022A D206 02-B-42 1 CLOCK LOCATION
D022A D207 02-B-44/45 2 DATA ONLY LOCATION
D022A D207 02-B-46 1 WALL PHONE LOCATION
D022A D207 02-B-47/48 2 SHORT THROW PROJECTOR LOCATION
D022A D207 02-C-01/02 2 WIRELESS ACCESS POINT LOCATION
D022A D207 02-C-03 1 CLOCK LOCATION
D022A D208 02-C-04/05 2 WIRELESS ACCESS POINT LOCATION
D022A D208 02-C-06/07 2 DATA ONLY LOCATION
D022A D208 02-C-08 1 WALL PHONE LOCATION
D022A D208 02-C-12 1 CLOCK LOCATION
D022A D209 02-C-10/11 2 SHORT THROW PROJECTOR LOCATION
D022A D209 02-C-13/14 2 SHORT THROW PROJECTOR LOCATION
D022A D209 02-C-16/17 2 DATA ONLY LOCATION
D022A D209 02-C-18 1 WALL PHONE LOCATION
D022A D209 02-C-19/20 2 WIRELESS ACCESS POINT LOCATION
D022A D209 02-C-21 1 CLOCK LOCATION
D022A D210 02-C-22/23 2 WIRELESS ACCESS POINT LOCATION
D022A D210 02-C-25/26 2 DATA ONLY LOCATION
D022A D210 02-C-27 1 WALL PHONE LOCATION
D022A D210 02-C-28/29 2 SHORT THROW PROJECTOR LOCATION
D022A D210 02-C-30 1 CLOCK LOCATION
D022A D211 02-C-31/32 2 SHORT THROW PROJECTOR LOCATION
D022A D211 02-C-33/34 2 DATA ONLY LOCATION
D022A D211 02-C-35 1 WALL PHONE LOCATION
D022A D211 02-C-37 2 WIRELESS ACCESS POINT LOCATION
D022A D211 02-C-38 1 CLOCK LOCATION
D022A D211 02-C-39/40 2 WIRELESS ACCESS POINT LOCATION
D022A D211 02-C-41/42 2 SHORT THROW PROJECTOR LOCATION
D022A D211 02-C-44/45 2 DATA ONLY LOCATION
D022A D211 02-C-46 1 WALL PHONE LOCATION
D022A D211 02-C-47 1 CLOCK 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
Addendum #2 11/01/18
Addendum #4 11/09/18
Addendum #5 11/16/18
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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
10.17.2018
Bid Documents
TELECOM & SECURITYSCHEDULES
T501
Designer Author
M.S.D. ofWashingtonTownship
EASTWOODMIDDLE SCHOOL
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IT G012A TELECOM SCHEDULETELECOM
ROOM ROOM NUMBER LABELDATA
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-A-08 1 SECURITY CAMERA - REINSTALL EXISTING
G012A EXT 05-A-09 1 SECURITY CAMERA - REINSTALL EXISTING
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 G002B 05-A-20/21 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-28 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
G012A G101 05-A-29 1 CLOCK LOCATION
G012A G101 05-A-30 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-36/37 2 DATA ONLY 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 G103 05-A-44 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
G012A G103 05-A-45 1 CLOCK LOCATION
G012A G103 05-A-46 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
G012A G103 05-A-47 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
G012A G103 05-A-48 1 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
G012A G103 05-B-01 1 CLOCK LOCATION
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
G012A G104 05-B-08 1 CLOCK LOCATION
Grand total 56
TR F104A TELECOM SCHEDULETELECOM
ROOM ROOM NUMBER LABELDATA
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-15/16/17/18 4 TEMPORARY DATA LOCATION
F104A F103 04-A-19/20/21/22 4 TEMPORARY DATA LOCATION
F104A F103 04-A-23/24/25/26 4 TEMPORARY DATA LOCATION
F104A F103 04-A-27 1 CLOCK LOCATION
F104A F103 04-A-28/29/30/31/32/33 6 TEMPORARY DATA LOCATION
F104A F103 04-A-34/35 2 WALL MOUNTED WIRELESS ACCESS POINTLOCATION
F104A F103 04-A-36/37/38/39/40/41 6 TEMPORARY DATA LOCATION
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
F104A F104 04-B-11/12 2 AV FLOOR BOX LOCATION
F104A F104 04-B-13/14 2 AV FLOOR BOX LOCATION
F104A F104 04-B-15/16 2 AV FLOOR BOX LOCATION
F104A F104 04-B-17/18 2 AV FLOOR BOX LOCATION
Grand total 68
TR B005A TELECOM SCHEDULETELECOM
ROOM ROOM NUMBER LABELDATA
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-31/32 2 WIRELESS ACCESS POINT 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-37/38 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-44/45 2 DATA ONLY LOCATION
B005A B206 03-E-46 1 WALL PHONE LOCATION
B005A B206 03-E-47/48 2 WIRELESS ACCESS POINT 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 C105 03-F-13/14 2 WIRELESS ACCESS POINT LOCATION
B005A C105 03-F-15/16 2 DATA ONLY LOCATION
B005A C105 03-F-17 1 WALL PHONE LOCATION
B005A C105 03-F-19/20 2 SHORT THROW PROJECTOR LOCATION
B005A C105 03-F-21 1 CLOCK LOCATION
B005A C106 03-F-22/23 2 SHORT THROW PROJECTOR LOCATION
B005A C106 03-F-25/26 2 DATA ONLY LOCATION
B005A C106 03-F-27 1 WALL PHONE LOCATION
B005A C106 03-F-28/29 2 WIRELESS ACCESS POINT LOCATION
B005A C106 03-F-30 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
ROOM ROOM NUMBER LABELDATA
PORTS COMMENTS
B005A B001 03-A-01 1 SECURITY CAMERA - REINSTALL EXISTING
B005A B002 03-A-03 1 DUAL SIDED CLOCK LOCATION
B005A B002 03-A-04 1 SECURITY CAMERA - REINSTALL EXISTING
B005A B005 03-A-10 1 DIGITAL SIGNAGE LOCATION
B005A B005 03-A-11 1 SECURITY CAMERA - REINSTALL EXISTING
B005A B005 03-A-13 1 DUAL SIDED CLOCK LOCATION
B005A B021 03-A-02 1 SECURITY CAMERA - REINSTALL EXISTING
B005A B021 03-A-05 1 SECURITY CAMERA - REINSTALL EXISTING
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-22/23 2 DATA ONLY LOCATION
B005A B102 03-A-24/25 2 MONITOR LOCATION
B005A B102 03-A-26/27 2 WIRELESS ACCESS POINT LOCATION
B005A B102 03-A-28 1 CLOCK LOCATION
B005A B103 03-A-29/30 2 SHORT THROW PROJECTOR LOCATION
B005A B103 03-A-32/33 2 DATA ONLY LOCATION
B005A B103 03-A-34 1 WALL PHONE LOCATION
B005A B103 03-A-35/36 2 WIRELESS ACCESS POINT LOCATION
B005A B103 03-A-37 1 CLOCK LOCATION
B005A B104 03-A-38/39 2 WIRELESS ACCESS POINT LOCATION
B005A B104 03-A-40/41 2 DATA ONLY LOCATION
B005A B104 03-A-42 1 WALL PHONE LOCATION
B005A B104 03-A-44/45 2 SHORT THROW PROJECTOR LOCATION
B005A B104 03-A-46 1 CLOCK LOCATION
B005A B105 03-A-47/48 2 WIRELESS ACCESS POINT 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 B106 03-B-10/11 2 DATA ONLY LOCATION
B005A B106 03-B-12 1 WALL PHONE LOCATION
B005A B106 03-B-14/15 2 SHORT THROW PROJECTOR LOCATION
B005A B106 03-B-16 1 CLOCK LOCATION
B005A B107 03-B-17/18 2 WIRELESS ACCESS POINT LOCATION
B005A B107 03-B-19/20 2 SHORT THROW PROJECTOR LOCATION
B005A B107 03-B-22/23 2 DATA ONLY LOCATION
B005A B107 03-B-24 1 WALL PHONE LOCATION
B005A B107 03-B-25 1 CLOCK LOCATION
B005A B108 03-B-26/27 2 SHORT THROW PROJECTOR LOCATION
B005A B108 03-B-29/30 2 DATA ONLY LOCATION
B005A B108 03-B-31 1 WALL PHONE LOCATION
B005A B108 03-B-32/33 2 WIRELESS ACCESS POINT LOCATION
B005A B108 03-B-34 1 CLOCK LOCATION
B005A B109 03-B-35/36 2 WIRELESS ACCESS POINT LOCATION
B005A B109 03-B-37/38 2 DATA ONLY LOCATION
B005A B109 03-B-39 1 WALL PHONE LOCATION
B005A B109 03-B-41/42 2 SHORT THROW PROJECTOR LOCATION
B005A B109 03-B-43 1 CLOCK LOCATION
B005A B110 03-B-44/45 2 SHORT THROW PROJECTOR LOCATION
B005A B110 03-B-46/47 2 DATA ONLY LOCATION
B005A B110 03-B-48 1 WALL PHONE LOCATION
B005A B110 03-C-02/03 2 WIRELESS ACCESS POINT LOCATION
B005A B110 03-C-04 1 CLOCK LOCATION
B005A B111 03-C-05/06 2 WIRELESS ACCESS POINT 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-15/16 2 DATA ONLY LOCATION
B005A B112 03-C-17 1 WALL PHONE LOCATION
B005A B112 03-C-19/20 2 SHORT THROW PROJECTOR LOCATION
B005A B112 03-C-21/22 2 WIRELESS ACCESS POINT 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-28/29 2 DATA ONLY LOCATION
B005A B112A 03-C-30/31 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-41/42 2 SHORT THROW PROJECTOR LOCATION
B005A B113 03-C-43/44 2 DATA ONLY LOCATION
B005A B113 03-C-45 1 TEACHER STATION XXXXXXXXXXXXX
B005A B113 03-C-46/47 2 WIRELESS ACCESS POINT LOCATION
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-09/10 2 SHORT THROW PROJECTOR LOCATION
B005A B202 03-D-12/13 2 DATA ONLY LOCATION
B005A B202 03-D-14 1 WALL PHONE LOCATION
B005A B202 03-D-15/16 2 WIRELESS ACCESS POINT LOCATION
B005A B202 03-D-17 1 CLOCK LOCATION
B005A B203 03-D-18/19 2 SHORT THROW PROJECTOR LOCATION
B005A B203 03-D-21/22 2 DATA ONLY LOCATION
B005A B203 03-D-23 1 WALL PHONE LOCATION
B005A B203 03-D-24/25 2 WIRELESS ACCESS POINT LOCATION
B005A B203 03-D-26 1 CLOCK LOCATION
B005A B204 03-D-27/28 2 DATA ONLY LOCATION
B005A B204 03-D-29/30 2 DATA ONLY LOCATION
B005A B204 03-D-31 1 CLOCK LOCATION
B005A B204 03-D-32 1 CLOCK LOCATION
B005A B204 03-D-33 1 CLOCK 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
B005A B205 03-E-22/23 2 DATA ONLY 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
A001.3 A006A A001.3-DPS EAC DOOR TYPE D2
A001.4 A006A A001.4-DPS EAC DOOR TYPE S2
A001.5 A006A A001.5-DPS EAC DOOR TYPE D2
A001.6 A006A A001.6-CR1 EAC DOOR TYPE D4
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
A007.1 A006A A007.1-DPS EAC DOOR TYPE D2
A007.2 A006A A007.2-CR1 EAC DOOR TYPE D3
A101.1 A006A A101.1-DPS EAC DOOR TYPE S2
A101.3 A006A A101.3-DPS EAC DOOR TYPE S2
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
F103.1 F104A F103.1-DPS EAC DOOR TYPE D2
F103.3 F104A F103.3-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
G101.4 G012A G101.4-DPS EAC DOOR TYPE D1
G103.2 G012A G103.2-CR1 EAC DOOR TYPE D5
G103.4 G012A G103.4-DPS EAC DOOR TYPE D1
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
Addendum #2 11/01/18
Addendum #4 11/09/18
Addendum #5 11/16/18
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,
PPaattrriioott EEnnggiinneeeerriinngg aanndd EEnnvviirroonnmmeennttaall,, IInncc..
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 1
RREEPPOORRTT OOFF GGEEOOTTEECCHHNNIICCAALL EENNGGIINNEEEERRIINNGG IINNVVEESSTTIIGGAATTIIOONN
EEaassttwwoooodd MMiiddddllee SScchhooooll AAddddiittiioonnss aanndd RReennoovvaattiioonn
44440011 EEaasstt 6622nndd SSttrreeeett
IInnddiiaannaappoolliiss,, IInnddiiaannaa
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 2
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 3
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).
TTaabbllee NNoo.. 11:: SSuummmmaarryy ooff UUnnssuuiittaabbllee SSooiillss EEnnccoouunntteerreedd iinn BBoorriinnggss
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,
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 4
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.
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
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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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 6
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.
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
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SSooiill
FFaaccttoorr
DDeessiiggnn
SSppeeccttrraall RReessppoonnssee
AAcccceelleerraattiioonn CCooeeffffiicciieenntt
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 8
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.
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 9
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 10
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”.
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 11
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
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 12
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.
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 13
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).
Eastwood Middle School Additions and Renovation Lynch, Harrison & Brumleve, Inc. Indianapolis, Indiana Patriot Project No.: 18-1645-01G
Patriot Engineering and Environmental, Inc. Page 14
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
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
J. DuMond
November 6, 2018 DWG:18-1645-01 Approved: M. Hammond
Drawn By:
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
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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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
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
Water LevelsDuring Drilling
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
Boring terminated at 8 feet.
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.
Groundwater was not encountered during drilling, nor upon completion.
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-2(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
SP-SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 17 feet upon auger removal.
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-3(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
SP-SM
CL
CL
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 15 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-4(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
CLSP-SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 15 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-5(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-ML
CL
ML
CL
CL
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 16 feet upon auger removal.
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Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-6(Page 1 of 1)
Client Name : Lynch, Harrison & Brumleve, Inc.Project Number : 18-1645-01GLogged By : E. RotheStart Date : 10/23/2018Drilling 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
CL
CL
CL
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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, 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
Boring terminated at 40 feet.
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
Boring caved to 35 feet upon auger removal.
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-7.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-7(Page 1 of 1)
Client Name : Lynch, Harrison & Brumleve, Inc.Project Number : 18-1645-01GLogged By : E. RotheStart Date : 10/23/2018Drilling 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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 16 feet upon auger removal.
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-8.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-8(Page 1 of 1)
Client Name : Lynch, Harrison & Brumleve, Inc.Project Number : 18-1645-01GLogged By : E. RotheStart Date : 10/23/2018Drilling 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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 15 feet upon auger removal.
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8-20
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-9.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-9(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
SP-SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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, stiff, SANDY CLAY with trace gravel
Brown, slightly moist, hard, SANDY CLAY with trace gravel
Brown, slightly moist, dense, fine to medium grained, SAND with trace silt and little gravel
Boring terminated at 20 feet.
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
Boring caved to 18 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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bor
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-10(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
SC
CLSP-SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
After Completion
After 24 Hours
TOPSOIL (9")Brown, moist, stiff to very stiff, SILTY CLAY with trace sand
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
Boring terminated at 20 feet.
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
Boring caved to 17 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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5-01
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-11.
bor
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING B-11(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
SM
CL
CL
CL
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
After Completion
After 24 Hours
TOPSOIL (10")Brown, moist, stiff to very stiff, SILTY CLAY with trace sand
Brown, slightly moist, medium dense, SILTY SAND
Brown and gray, moist, stiff, SILTY CLAY with trace sand
Brown, slightly moist, stiff, SANDY CLAY with trace gravel
Brown, slightly moist, hard, SANDY CLAY with trace gravel
Boring terminated at 20 feet.
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
Boring caved to 14 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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-1.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Gray, slightly moist, stiff, SANDY CLAY with trace gravel
Boring terminated at 15 feet.
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
Boring caved to 11 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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8-20
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5-01
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-2.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-2(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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 15 feet.
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
Boring caved to 11 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
11-0
8-20
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-3.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-3(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
SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 15 feet.
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
Boring caved to 11 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
11-0
8-20
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-4.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-4(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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Brown, slightly moist, very stiff, SANDY CLAY with trace gravel
Boring terminated at 15 feet.
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
Boring caved to 12 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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5-01
G\S
-5.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-5(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
SP-SM
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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, very stiff, SANDY CLAY with trace gravel
Brown, slightly moist, medium dense, fine to medium grained, SAND with trace silt and trace gravel
Boring terminated at 15 feet.
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
Boring caved to 14 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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G\S
-6.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-6(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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 20 feet.
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
Boring caved to 16 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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8-20
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G\S
-7.b
or
Eastwood Middle School4401 East 62nd StreetIndianapolis, Indiana
LOG OF BORING S-7(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
GR
APH
IC
DESCRIPTION
Water LevelsDuring Drilling
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
Boring terminated at 15 feet.
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 caved to 13 feet upon auger removal.
Groundwater was not encountered during drilling, nor upon completion.
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
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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.