3-DRAWINGS - U46 335-25 ESC Server Rm Dry Fire Suppr HVAC Upgrade - OTB.pdf

PDF 35 MB Posted Sep 8, 2025

Attached to: EDUCATIONAL SERVICES CENTER (ESC) SERVER ROOM
Solicitation number: 381 - 25/26
Issued by: Illinois

About this file

Written by GovTribe AI · Sep 9, 2025

This document is a comprehensive set of architectural and engineering drawings for a renovation project by School District U-46 located in Elgin, Illinois. The project involves a Dry Fire Suppression System and HVAC Upgrade for the Educational Services Center Server Room at 355 E. Chicago Street, with a project number 335-25 and targeted completion date of September 8, 2025. The scope includes installing a new Liebert computer air conditioning unit, a roof-mounted air-cooled condenser unit, refrigerant piping, a new generator, and a clean-agent fire suppression system using Novec 1230 technology. The project will comprehensively upgrade the server room's environmental controls, fire protection, and electrical infrastructure.

The technical specifications detail precise requirements for equipment installation, including a 5,300 CFM cooling unit with variable capacity compressors, a 36" high box roof curb, and a complete fire suppression system that covers both above and below the raised floor. The project requires extensive coordination with multiple trades, including mechanical, electrical, plumbing, and fire protection contractors. Specific requirements include room integrity testing, pressure/leakage testing, and integration with the existing addressable fire alarm system. The contractor is instructed to coordinate with Fox Valley Fire & Safety for system installation, programming, and certification, with a focus on minimal disruption to the school district's operations.

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2-PROJECT MANUAL - U46 335-25 ESC Server Rm Dry Fire Suppr HVAC Upgrade - OTB V1.pdf	PDF	Sep 8, 2025

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RAMP

UP UP

UPUP

STAIRS

MEN

STORAGE

WOMEN

FACP

RECEPTION

118D

TOILET

101A

GIRL'S

102A

BOY'S

CONFERENCE

OFFICE

KITCHEN

MECH.

OFFICE

119C

OFFICE

121A

OFFICE

128A

OFFICE

120C

OFFICE

120B

OFFICE

WORK ROOM

SPRINKLER

ROOM

J.C.

CUST.

OFFICE

MEN

111B

MEN'S

LOCKERS

111A

WOMEN'S

LOCKERS

119B

CONFERENCE

WOMEN

STORAGE

105A

STORAGE

115A

STORAGE

116B

STORAGE

116A

STORAGE

119A

STORAGE

117A

STORAGE

117B

STORAGE

129A

STORAGE

135B

STORAGE

135A

STORAGE

H.R.

STORAGE

130A

STORAGE

128B

MECH.

HIPPA

FILE

STORAGE

STAIRS

108A J.C.

118E

STORAGE

120A

OFFICE

ELEV.

EQUIP

125A

ELEC.

137A

ELEC.

CONFERENCE

WEIGHT ROOM

118B

CLASSROOM

118C

BREAK

ROOM

PURCHASING

DEPARTMENT

MAIL ROOM

STORAGE

EQUIPMENT STORAGE

DISTRICT U46 FORMS

133b

FINANCE

STORAGE

BREAK

ROOM

PROJECT AREA

BOARD ROOM

140A

CONTROL

ROOM

SWITCHBOARD

OPERATOR

AUDITOR

H.R.

DEPARTMENT

FINANCE

DEPARTMENT

GYMNASIUM

STORAGE

BOILER

146A J.C.

118A

MENTOR SP

120D

OFFICE

RECEPTION

E L G

S C

H O

O L D

T U

-4

E A S T

C H

A G O

S T R E E T

U -4

.N -2

335-25

September 8, 2025

D R

Y F

S U

P P

R E

S S

S Y

S T

E M

A N

D H

V A

C U

P G

R A

D E

E D

U C

A T

A L S

E R

E S

C E

N T

E R

S E

R V

E R

R O

O M

A G

O S

T E

L G

Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

R1-1

OVERALL FIRST FLOOR PLAN

1/16" = 1'-0"1

OVERALL FIRST FLOOR PLAN

OPEN TO

BELOW

DN UP UP DN

DNUP

DN UP

STAIRS

GIRL'S

CONFERENCE/

BREAK ROOM

BALCONY

202A

OFFICE

STORAGE

233B

STORAGE

233A

STORAGE

217B

STORAGE

217C

STORAGE

217A

STORAGE

CATERING KITCHEN

CONFERENCE

BREAK ROOM

CONFERENCE

KITCHEN

TRAINER

OFFICE

TRAINER

ITINERANT

229A

ITINERANT

202B

OFFICE

202C

OFFICE

202D

OFFICE

201C

OFFICE

201B

OFFICE

201A

OFFICE

213C

OFFICE

WORK ROOM

TRAINER

RADIO

STATION

213A

WORK ROOM

KITCHEN

RECEPTION

SUPERINT.

CONF.

SUPERINT.

WORKROOM

LEGAL

FILES

WOMEN

J.C.

MEN

WOMEN

AUDITORIUM

OFFICE

STORAGE

VISION & HEARING

ITINERANT

S.E.R.T.

LOADING ROOM

216A

DOCK

224C

STO

E L G

S C

H O

O L D

T U

-4

E A S T

C H

A G O

S T R E E T

U -4

.N -2

335-25

September 8, 2025

D R

Y F

S U

P P

R E

S S

S Y

S T

E M

A N

D H

V A

C U

P G

R A

D E

E D

U C

A T

A L S

E R

E S

C E

N T

E R

S E

R V

E R

R O

O M

A G

O S

T E

L G

Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

R1-2

OVERALL SECOND FLOOR

PLAN

OVERALL SECOND FLOOR PLAN

DN UP

UP DN

UPDN

UP DN UP DN

STAIRS

GIRL'S

BALCONY

CONFERENCE

WORK ROOM

RECEPTION

WOMEN

316B J.C.

MEN

CLASSROOM

307D

OFFICE

307E

OFFICE307F

OFFICE

307G

OFFICE

307H

OFFICE

307A

OFFICE

307C

OFFICE

311A

OFFICE

325A

OFFICE

325B

OFFICE

TEACHER'S

LOUNGE

WOMEN

CLASSROOM

WORK ROOM

TECH

WORK ROOM

MEN

OFFICE

STORAGE

352A

STORAGE

CLASSROOM

COMPUTER LAB

CLASSROOM

ALTERNATIVE

EDUCATION

CLASSROOM

CONFERENCE

LIBRARY/G.E.D.

TESTING CENTER

307B

CAREER

CENTER

316A

STORAGE

CLASSROOM

TEACHER'S

CENTER

342A

ELEC.

RESEARCH

ASSESSMENT

FACILITY

MATERIAL

PICK-UP

DRUG FREE

SCHOOLS

E L G

S C

H O

O L D

T U

-4

E A S T

C H

A G O

S T R E E T

U -4

.N -2

335-25

September 8, 2025

D R

Y F

S U

P P

R E

S S

S Y

S T

E M

A N

D H

V A

C U

P G

R A

D E

E D

U C

A T

A L S

E R

E S

C E

N T

E R

S E

R V

E R

R O

O M

A G

O S

T E

L G

Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

R1-3

OVERALL THIRD FLOOR

PLAN

OVERALL THIRD FLOOR PLAN

UP DN

UP DN UP DN

D W

STORAGE

CLASSROOM

WORK ROOM

OFFICE

COMPUTER LAB

439A

CONFERENCE

WOMEN

416A J.C.432

MEN

STAIRS

GYMNASIUM

MEN

440F

COMPUTER SERVER

440B

CONFERENCE

431A

NURSE

SPECIAL ED

431B

TOILET

440E

KITCHEN

413A

CLASSROOM415

CLASSROOM

CLASSROOM 414A

CLASSROOM

KITCHEN

WORK ROOM

PRINTER &

PAPER

WORK ROOM

STORAGE

440C

LAPTOP

STORAGE

416B

STORAGE

OFFICE

407A

OFFICE

OFFICE 468

OFFICE

STORAGE

OFFICE

OFFICE455

OFFICE

440D

OFFICE

440A

OFFICE

439B

OFFICE

422A

OFFICE

422B

OFFICE

417A

OFFICE

411A

OFFICE

NURSE

ELEC.

440G

COMPUTER SERVER

INFORMATION

SERVICES

DEPARTMENT

INFORMATION

SERVICES

DEPARTMENT

BOY'S

STAFF

STAFF PLANNING

ADULT

EDUCATION

EMH

ROOM409

OT'S & PT'S

418B

TESTING

ROOM

418A

TESTING

ROOM

M.P.

ROOM

435C

COMPUTER

REPAIR

WORKROOM

435A

BURSTING

ROOM

A6-1

A1-1

NEW

WORK

DEMO RCP

FURNISH AND INSTALL TEMPORARY

CONSTRUCTION BARRIER. BARRIER TO

BE MADE WITH 1/2" PAINTED

PLYWOOD, 2x4 WOOD STUDS @ 16"

O.C. MAX, BATT INSULATION

ATTACHED TO PLYWOOD, AND

VISQUEEN FOR DUST CONTROL.

PROVIDE KICKERS AS NECESSARY ON

CONSTRUCTION SIDE. LOCATION

SHOWN IS APPROXIMATE - FINAL

LOCATION TO FULLY ENCAPSULATE

CONSTRUCTION AREA WHERE

CEILING AND RTU REMOVAL IS TO

OCCUR AND IS TO BE APPROVED BY

OWNER AND ARCHITECT. UPON

COMPLETION OF THE WORK, BARRIER

WALL TO BE REMOVED AND ROOM TO

BE RETURNED TO OWNER IN EQUAL

OR BETTER CONDITION.

E L G

S C

H O

O L D

T U

-4

E A S T

C H

A G O

S T R E E T

U -4

.N -2

335-25

September 8, 2025

D R

Y F

S U

P P

R E

S S

S Y

S T

E M

A N

D H

V A

C U

P G

R A

D E

E D

U C

A T

A L S

E R

E S

C E

N T

E R

S E

R V

E R

R O

O M

A G

O S

T E

L G

Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

R1-4

OVERALL FOURTH FLOOR

PLAN

1/16" = 1'-0"3

OVERALL FOURTH FLOOR PLAN

440F

COMPUTER SERVER

OFFICE

440G

COMPUTER SERVER

440F

COMPUTER SERVER

OFFICE

440G

COMPUTER SERVER

G1 WALL PENETRATIONS: FIRE SEAL ALL EXISTING AND NEW WALL AND FLOOR PENETRATIONS

TO COMPLETELY SEAL SERVER ROOM AS NECESSARY. REFER TO SPECIFICATIONS.

G2 DOOR, FRAME, HARDWARE: FURNISH AND INSTALL NEW DOORS, FRAMES, GLAZING &

HARDWARE. REFER TO OPENING SCHEDULES AND DETAILS ON SHEET A2.1

G3 WALL PATCHING: PATCH EXISTING WALL TO REMAIN AS REQUIRED TO MATCH FINISH LEVEL

OF ADJACENT WALLS IN AREAS WHERE WALLS, CEILINGS, DOORS, OR EQUIPMENT WAS

REMOVED.

G4 PAINTING: FURNISH AND INSTALL PRIMER AND TWO COATS (MIN.) OF FINISH PAINT ON

ENTIRE ROOM, FROM FLOOR TO 1'-0" (MIN.) ABOVE CEILING HEIGHT ON ALL NEW WALLS,

EXISTING WALLS WITH NEWLY APPLIED GYPSUM BOARD, NEW/EXISTING SOFFITS, WINDOW

SILLS, WOOD TRIM, CHAIR RAILS AND ALL EXISTING WALLS WITHIN ROOM AS SHOWN ON THE

FURNISH SCHEDULES. IN AREAS WITH OPEN CEILINGS, PAINT ENTIRE WALL FROM FLOOR TO

UNDERSIDE OF DECK. SPECIAL CONDITIONS NOTED ON PLAN ARE TYPICAL THROUGHOUT

BUILDING.

G5 PAINTING: FURNISH AND INSTALL PRIMER AND TWO COATS (MIN.) OF FINISH PAINT FOR ALL

NEW AND EXISTING HOLLOW METAL DOORS AND FRAMES (BOTH SIDES) FOR ALL ROOMS ON

ROOM FINISH SCHEDULE. ALL HOLLOW METAL DOOR FRAMES SHALL BE PAINTED AN ACCENT

COLOR DIFFERENT FROM WALLS AS SELECTED AND APPOVED BY OWNER AND ARCHITECT.

NOTES: ALL PAINT COLOR SELECTIONS TO BE SELECTED AND APPROVED BY OWNER AND

ARCHITECT. ALL PAINT TO BE EPOXY BASED PER PROJECT MANUAL

G6 CEILING: FURNISH AND INSTALL NEW CEILINGS, LIGHT FIXTURES, DIFFUSERS, ETC. REFER TO

REFLECTED CEILING PLAN AND MEP DOCUMENTS FOR MORE INFORMATION.

G7 FIRE EXTINGUISHERS: FURNISH AND INSTALL NEW FIRE EXTINGUISHING CABINETS AS

INDICATED ON PLANS. REFER TO SHEET A7.2 FOR MORE INFORMATION.

G8 1-HR GYP BD PARTITION ASSEMBLY: FURNISH AND INSTALL NEW 1-HR RATED GYP BOARD

PARTITION ASSEMBLY ABOVE EXISTING WALLS AROUND ENTIRE PERIMETER OF SERVER ROOM

AND BELOW EXISTING DOOR FRAMES AND FIRE SEAL AROUND ENTIRE ASSEMBLY AND JOINTS.

REFER TO DETAILS AND SPECIFICATIONS FOR MORE INFORMATION.

G9 INSULATED METAL PANEL: FURNISH AND INSTALL NEW MAPES-R INFILL PANEL (R30) IN

LOCATION WHERE LOUVER AND METAL PANELS WERE REMOVED. MATCH EXISTING ADJACENT

METAL PANEL COLOR AND TEXTURE.

G10 WINDOW FILM: FURNISH AND INSTALL OPAQUE WHITE FILM ON EXISTING GLAZING.

G11 MEP: FURNISH AND INSTALL NEW METAL PIPE ENCLOSURE AT NEW MEP PIPING.

G12 RAISED FLOOR SYSTEM INFILL: FURNISH AND INSTALL NEW RAISED FLOOR SYSTEM IN AREA

SHOWN ON PLANS. MODIFY EXISTING ADJACENT SYSTEM AS NECESSARY TO PROVIDE

SEAMLESS TRANSITION. REUSE SALVAGED FLOOR TILES AS NEEDED.

G13 CONCRETE SLAB: FURNISH AND INSTALL +/- 12" THICK CONCRETE SLAB IN AREA WHERE

ELEVATED FLOORING SYSTEM WAS REMOVED. TOP OF SLAB TO BE LEVEL WITH TOP OF

ELEVATED FLOOR.

G14 SPRAY INSULATION: FURNISH AND INSTALL SPRAY INSULATION IN ALL GAPS IN THE WALLS, FLOORS, ROOF DECK TO COMPLETELY SEAL THE ROOM. FURNISH AND INSTALL SPRAY

INSULATION AT THE TOP AND BOTTOM OF ALL WALLS AROUND ENTIRE ROOM.

G15 TEMPORARY TENT STRUCTURE: FURNISH AND INSTALL TEMPORARY TENTED STRUCTURE

AROUND SERVER RACK/EQUIPMENT DURING CONSTRUCTION TO PROTECT FROM DAMAGE,

DEBRIS AND DUST. TEMPORARY BARRIER SYSTEM IN ADMINISTRATION WING CURRICULUM

DEPARTMENT FOR REMOVAL OF CEILING SYSTEM AND DEVICES IN ORDER TO DEMOLISH

ROOF TOP UNITS, DUCTWORK AND PATCHING IN ROOFING SYSTEM. EXISTING GRID

CEILING SYSTEM, LIGHTS, DETECTORS, SPEAKERS, WAPS AND DEVICES TO BE REINSTALLED

AFTER WORK HAS BEEN COMPLETED. FURNISH AND INSTALL TENT STRUCTURE TO PROTECT

SERVERS DURING CONSTRUCTION. TENT STRUCTURE TO BE 2X4 FIRETREATED LUMBER 16"

OC, WALL AND ROOF WITH ANTISTATIC FIRE RETARDANT PLASTIC SHEETING (ASFR6). 6MIL

THICKNESS, MEETS TP 76300MP 1.2.7 SECTION B COMPLIANT AND MEETS NFPA 701-15 TEST

1 & 2 STANDARDS.

G16 PAINT AND FLOORING PATCHING: FURNISH AND INSTALL PAINT ON WALL INFILL AS

NECESSARY TO MATCH EXISTING ADJACENT PAINTING. PATCH FLOORING AND BASE AS

NECESSARY TO MATCH EXISTING ADJACENT FLOORING AND BASE.

SCOPE OF WORK - NEW WORK

1. ALL EXPOSED CORNERS OF CONCRETE BLOCK AND GLAZED CONCRETE BLOCK PARTITIONS

THROUGHOUT SHALL BE BULL-NOSED UNLESS NOTED OTHERWISE.

2. ALL EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AND/OR NEW CONSTRUCTION

SHALL BE PATCHED/REPAIRED/FINISHED TO MATCH EXIST. ADJACENT CONDITIONS. (SEE NOTE 16).

3. "GENERAL PLAN NOTES" APPLY TO ALL SHEETS.

4. MASONRY CONTRACTOR TO GRIND SMOOTH ALL MORTAR FROM FINISHED WALLS/FLOORS.

5. ELECTRICAL CONTRACTOR TO CAP ALL ABANDONED FLOOR/WALL JUNCTION BOXES.

6. FURNISH AND INSTALL NEW VINYL TRANSITION STRIP WHERE DISMILAR FLOOR MATERIALS MEET.

SET MOLDING IN A FULL BED OF ADHESIVE AS RECOMMENDED BY THE MANUFACTURER.

7. THE PURPOSE OF ALL NOTES AND TAGS IS TO DESCRIBE THE SCOPE OF THE PROJECT. WORK

THAT IS NOT TAGGED BUT IS CLEARLY THE INTENT OF THE PROJECT, MUST BE PERFORMED BY

THE CONTRACTOR AND WILL NOT BE CONSIDERED AS ADDITIONAL WORK BY THE OWNER.

8. MASON TO "TOOTH-IN" ALL NEW MASONRY AT NEW MASONRY INFILL LOCATIONS UNLESS

NOTED OTHERWISE. MATCH EXISTING TYPE, SIZE, COLOR, FINISH, COURSING, ETC.

9. ELECTRICAL CONTRACTOR TO RUN WIREMOLD AT ALL EXPOSED LOCATIONS. NO EXPOSED

CONDUIT IS ACCEPTABLE. PAINT ALL EXPOSED WIREMOLD TO MATCH EXISTING WALL COLOR.

10. ALL NEW WALL BASE SHALL FOLLOR THE CONTOUR OF WALL THAT IS BEING APPLIED TO, (I.E., STEP BACKS IN STRAIGHT WALLS, NICHES, VERTICAL RISERS, ETC.)

11. AT ALL LOCATIONS WHERE NEW FIRE ALARM DEVICES ARE INSTALLED, IF WIRING CANNOT BE

INSTALLED IN WALLS, ALL EXPOSED WIRING TO BE CONCEALED IN WIREMOLD. ALL NEW

WIREMOLD SHALL MATCH EXISTING WALL COLOR.

12. DO NOT DEMOLISH EXISTING EXTERIOR DOORS UNTIL NEW DOORS & FRAMES ARE AVAILABLE AND CAN BE INSTALLED THE SAME DAY! IF THIS IS NOT POSSIBLE, CONTRACTOR MUST PROVIDE

A TEMPORARY BUT VERY SECURE BOARD UP THAT IS ACCEPTABLE TO SD U46.

13. CONTRACTOR TO PAINT ALL NEW DOORS AND FRAMES, NEW WALLS, AND ALL OTHER ITEMS AS

INDICATED ON THE DRAWINGS.

14. CONTRACTOR TO COORDINATE ALL WORK IN THE EXISTING BUILDING TO OCCUR BEFORE

AND AFTER SCHOOL HOURS, DURING WEEKENDS, AND DURING SCHOOL HOLIDAYS TO AVOID

ANY DISRUPTION OF NORMAL SCHOOL OPERATION.

15. CONTRACTOR TO MAINTAIN EXISTING EMERGENCY EXIT PATH ROUTING THROUGH THE

CONSTRUCTION AREA FROM THE EXISTING CORRIDOR DOORS THROUGHOUT THE DURATION

OF THE CONSTRUCTION PROJECT BY USE OF CAUTION TAPE, BARRICADES ON EITHER SIDE OF

A SMOOTH EXIT PATH, EXIT SIGNAGE, AND TEMPORARY LIGHTING AS CONDITIONS REQUIRE.

16. PATCH AND PAINT ALL EXISTING MATERIALS, AND FINISHES DAMAGED DURING CONSTRUCTION

OR DEMOLITION. THIS INCLUDES BUT IS NOT LIMITED TO: PRE-CAST CONCRETE, CONCRETE

MASONRY UNITS, CONCRETE SLABS, GYPSUM BOARD OR PLASTER PARTITIONS & CEILINGS,

FLOOR FINISHES, SUSPENDED ACOUSTICAL CEILINGS, DOORS, FRAMES, WINDOW, TILE, ETC..

FURNISH AND INSTALL NEW MATERIALS AND EQUIPMENT AS REQUIRED TO MATCH SIZE AND

FINISH OF EXISTING ADJACENT AREAS. ALL NEW AND PATCHED DRYWALL PARTITIONS SHALL

RECIEVE ONE PRIME AND TWO FINISH COATS OF PAINT AND SHALL EXTEND OVER EXISTING

SURFACE TO THE NEAREST INSIDE WALL CORNER, IN BOTH DIRECTIONS. ALL FLOOR TILE SHALL BE PATCHED IN A STRAIGHT LINE, REMOVING AS MUCH EXISTING TILE AS REQUIRED. DAMAGED

CEILING GRID SHALL BE REPLACED AND NOT SIMPLY RE-BENT INTO SHAPE. DAMAGED CARPET

SHALL BE REPLACED, NOT REPAIRED. ALL NEW CONCRETE BLOCK SHALL RECIEVE TWO PRIME

AND TWO FINISH COATS OF PAINT AND SHALL EXTEND TO THE NEXT INSIDE CORNER IN BOTH

DIRECTIONS. ALL NEW INTERIOR BRICK AND CONCRETE BLOCK SHALL BE TOOTHED INTO

EXISTING WALL TO MATCH THICKNESS COURSING AND FINISH WHERE FEASIBLE.

GENERAL PLAN NOTES

1. ALL METAL FRAMED PARTITIONS TO BE PARTITION TYPE "S3A", U.N.O.

2. ALL MASONRY PARTITION TO BE C8A, U.N.O.

3. ALL PARTITIONS TO RECEIVE 4" VINYL COVE BASE, U.N.O.

4. ALL PARTITIONS TO GO TO UNDERSIDE OF STRUCTURE ABOVE (INCLUDING GYPSUM BOARD), U.N.O.

5. FILL ALL METAL STUD PARTITION STUD CAVITIES WITH SOUND BATT INSULATION, U.N.O.

6. ALL GYPSUM BOARD TO BE 5/8" IMPACT RESISTANT TYPE-X GYPSUM BOARD FROM FLOOR TO

8'-0" AFF, U.N.O.

7. SEAL ALL PENETRATIONS, JOINTS, SIDES, TOP AND BOTTOM OF PARTITIONS WITH ACOUSTIC

SEALANT, OR WITH FIRE RATED SEALANT AND FIRE RATED SAFING MATERIALS, IF RATED.

8. POWER/DATA BOXES IN METAL FRAMED WALLS SHALL HAVE AN ADDITIONAL LAYER OF 5/8"

TYPE-X GYPSUM BOARD INSTALLED BEHIND THE BOXES. BOXES ON OPPOSITES SIDES OF

WALLS SHALL BE OFFSET IN SEPARATE STUD CAVITIES (NOT BACK TO BACK).

9. PROVIDE BLOCKING IN WALLS WHERE WALL MOUNTED EQUIPMENT IS LOCATED.

10. ALL EXPOSED CORNERS OF CONCRETE BLOCK SHALL BE BULL-NOSED UNLESS NOTED

OTHERWISE.

11. ALL NEW GYPSUM BOARD WALLS ARE DIMENSIONED NOMINALLY (I.E. 5” IN LIEU OF 4 7/8”

ACTUAL) AND MUST BE LAID OUT AS SUCH. COORDINATE "CLEAR" DIMENSIONS AS SUCH

12. ALL NEW MASONRY WALLS ARE DIMSIONED NOMINALLY (I.E. 8” IN LIEU OF 7 5/8” ACTUAL).

ALL DIMENSIONS ARE TO FACE OF MASONRY WALLS. COORDINATE "CLEAR" DIMENSIONS AS

SUCH

13. REFER TO SPECIFICATIONS FOR TYPES OF GYPSUM BOARD TO BE USED IN DIFFERENT

CONDITIONS.

PARTITION NOTES

WALL LEGEND

WALL

TAG

DESCRIPTION WIDTH

5/8" GYP BD (BOTH SIDES) ON 6"

METAL STUDS @ 16" O.C. MAX. WITH

MINERAL WOOL FIBER FULL HEIGHT

7 1/4"S6A

FURNISH AND INSTALL NEW WALLS PER WALL LEGEND

4 7/8"S3A

5/8" GYP BD (ONE SIDE) ON 3-5/8"

METAL STUDS @ 16" O.C. MAX. WITH

MINERAL WOOL FIBER FULL HEIGHT

4 1/4"S3B

5/8" GYP BD (BOTH SIDES) ON 3-5/8"

METAL STUDS @ 16" O.C. MAX. WITH

MINERAL WOOL FIBER FULL HEIGHT

HEIGHT

TO DECK

440-A

440-B

G1 G3

G4 G6

G2 G5

G11

S3B

G10

G9 G10

G12

G14

FEC-1

G13

G16

G15

D1 ELEVATED FLOORING SYSTEM (PARTIAL): CAREFULLY REMOVE A PORTION OF THE ELEVATED

FLOORING SYSTEM AS REQUIRED TO INSTALL NEW CONCRETE SLAB FOR NEW MECHANICAL

EQUIPMENT. REMOVE FLOOR TILES AND GRID/SUPPORTS TO CLOSEST FULL TILE GRID LINE -

DO NOT CUT FLOOR TILES. REFER TO NEW WORK PLAN AND MEP DRAWINGS FOR MORE

INFORMATION. SALVAGE ALL FLOOR PANELS FOR OWNER ATTIC STOCK AND TO REPLACE

AS NEEDED.

D2 DOOR: REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME SYSTEM COMPLETE.

D3 BLACK IRON CEILING SYSTEM: REMOVE AND DISPOSE OF EXISTING BLACK IRON CEILING

SYSTEM ON EXISTING STRUCTURE ABOVE COMPLETE.

D4 CEILING (COMPLETE): REMOVE AND DISPOSE OF EXISTING CEILING SYSTEM IN ENTIRE

ROOM, INCLUDING BUT NOT LIMITED TO ASSOCIATED CEILING MOUNTED DEVICES, LIGHT

FIXTURES, SPEAKERS, ETC. SEE MEP DOCUMENTS FOR MORE INFORMATION

- PLASTER: REMOVE ALL PLASTER, METAL LATH, AND SUBSTRATE COMPLETE

- ACT: REMOVE ALL CEILING TILE, GRID, HANGERS, AND SUPPORTS COMPLETE

- GYP. BD.: REMOVE ALL DRYWALL AND FRAMING COMPLETE

D5 LOUVER AND METAL PANEL: REMOVE AND PROPERLY DISPOSE OF EXISTING LOUVER AND

INSULATED METAL PANEL ON EXISTING WINDOW COMPLETE. REFER TO MEP DOCUMENTS

FOR MORE INFORMATION. PREP OPENING FOR INSTALLATION OF NEW INSULATED METAL

PANEL. GLASS PANELS TO REMAIN.

D6 STAIR & RAILING SYSTEM: REMOVE AND PROPERLY DISPOSE OF EXISTING STAIR AND RAILING

SYSTEM COMPLETE.

D7 TEMPORARY TENT STRUCTURE: REFER TO NEW SCOPE OF WORK NOTE 'G15'. TENTED

STRUCTURES TO BE UP AND OPERATIONAL DURING ENTIRE PROJECT.

SCOPE OF WORK - DEMOLITION

1. REFER TO MEP DEMOLITION DRAWINGS FOR SCOPE OF MEP REMOVAL.

2. CONTRACTOR SHALL COORDINATE THE REMOVAL OR SALVAGE OF ANY EXISTING

FURNITURE AND WALL/CEILING MOUNTED EQUIPMENT WITH OWNER PRIOR TO

DEMOLITION.

3. REMOVE ITEMS SHOWN TO BE DEMOLISHED ON ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DEMOLITION SHEETS. ITEMS TO BE REMOVED WITHIN AREA OF WORK ARE

TO INCLUDE BUT ARE NOT LIMITED TO: DUCTWORK, PIPING, TOILETS, SINKS, LAVS, LIGHT

FIXTURES, ELECTRICAL DEVICES, CONDUITS, WIRING, JUNCTION BOXES, RECEPTACLES, DATA

& PHONE WIRING & JACKS, ELECTRICAL EQUIPMENT, ETC. AS DESCRIBED IN THE

CONSTRUCTION DOCUMENTS. ITEMS NOT ACCESSIBLE, I.E. IN EXISTING WALLS, AND

UNDER SLABS WHICH ARE NOT SCHEDULED TO BE DEMOLISHED SHALL BE CAPPED AND

ABANDONED. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING DISCONNECTION

WORK AS NECESSARY PRIOR TO DEMOLITION WORK. - CONTRACTOR SHALL PATCH WORK

IN WALLS TO REMAIN TO MATCH ADJACENT CONSTRUCTION.

CEILING (TEMPORARY): IN CURRICULUM OFFICE

AREA, CAREFULLY REMOVE AND STORE ANY CEILING

TILES, GRID, AND LIGHT FIXTURES REQUIRED TO

ACCOMPLISH THE WORK. REPLACE SAME TILE AFTER

THE INSTALLATION IS COMPLETE. IT IS THE

CONTRACTORS RESPONSIBILITY TO REPLACE ANY

ITEMS DAMAGED DURING CONSTRUCTION. REFER

TO MEP DOCUMENTS FOR SCOPE OF WORK AND

ADDITIONAL INFORMATION.

CEILING (TEMPORARY): IN STAIRWELL B, CAREFULLY

REMOVE AND STORE ANY CEILING TILES, GRID, AND

LIGHT FIXTURES REQUIRED TO ACCOMPLISH THE

WORK. REPLACE SAME TILE AFTER THE INSTALLATION

IS COMPLETE. IT IS THE CONTRACTORS

RESPONSIBILITY TO REPLACE ANY ITEMS DAMAGED

DURING CONSTRUCTION. REFER TO MEP

DOCUMENTS FOR SCOPE OF WORK AND

ADDITIONAL INFORMATION.

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NEW WORK & DEMO PLANS

1/4" = 1'-0"2

PARTIAL FOURTH FLOOR NEW WORK PLAN

1/4" = 1'-0"1

PARTIAL FOURTH FLOOR DEMO PLAN

D1 D2 D3 D4 D5

SEE SCHEDULE

6" 8"

8"8"

SEE SCHED.

8" 2'

8" 8"

SEE SCHED.

F1 F2

REMOVABLE

MULLION F3

2" 2"

F4 F5

2" SEE SCHED. 2"

8" 2'

2" 2" SEE SCHED. 2"

SEE SCHED.

ALUM ALUMINUM

SCWD SOLID CORE WOOD

HM HOLLOW METAL

GALV. HM GALVANIZED HOLLOW METAL

ACOUST. ACOUSTICAL GALSS-SEE SPEC

SS STAINELSS STEEL

LEGEND

1. GROUT ALL PORTIONS OF HOLLOW METAL

FRAMES SOLID - INCLUDING ALL HORIZONTAL

AND VERTICAL SECTIONS. THIS WILL MEAN THAT

SOME INTERMEDIATE HORIZONTAL AND VERTICAL

SECTIONS OF FRAMES WILL HAVE TO BE DRILLED,

PUMPED SOLID WITH GROUT, PATCHED WITH

METAL FILLER, AND GROUND SMOOTH. DRILL

BEHIND GLAZING STOPS WHERE POSSIBLE. BRACE

FRAMES WHICH ARE BEING PUMPED SOLID TO

PREVENT BOWING OF FRAME WALLS. DO NOT

GROUT FRAMES IN GYPSUM BOARD PARTITIONS.

2. ALL FIRE RATED DOORS AND FRAMES SHALL HAVE

LABELS AT JAMB AND HINGE EDGE OF DOOR. DO

NOT PAINT LABELS.

3. INSTALL SEALANT AT ALL LOCATIONS WHERE

HOLLOW METAL FRAMES MEET: STEEL, MASONRY,

CONCRETE GYPSUM BOARD, ETC.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS IN THE FIELD PRIOR TO

FABRICATION.

5. PAINT ALL HOLLOW METAL FRAMES, GLAZING

STOPS, SCREW HEADS, ETC. FOR A COMPLETE,

FINISHED INSTALLATION.

6. PAINT ENTIRE FRAME PRIOR TO MOUNTING ANY

HARDWARE OR INSTALLING ANY GLAZING

MATERIALS. PAINT ALL PORTIONS OF STEEL

LINTELS.

7. INSTALL SOLID 2X WOOD BLOCKING BEHIND ALL

WALL STOPS AT GYP. BD. PTNS.

8. FRAME DEPTH INDICATED ARE NOMINAL

DOOR AND FRAME

NOTES

REMARKS LEGEND

1. CARD READER. REFER TO ELECTRICAL DOCUMENTS.

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

1 EA CONT. HINGE 112XY/224XY - AS REQUIRED 628 IVE

1 EA ELEC PANIC HARDWARE RX-LC-QEL-98-L-06-SNB 24 VDC 626 VON

2 EA RIM CYLINDER 20-057-ICX 626 SCH

2 EA FSIC CORE 23-030 626 SCH

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE

1 EA WALL STOP WS401CVX 626 IVE

1 EA PEMKO S88 ADHESIVE-BACKED FIRE/SMOKE SILICONE SEAL PERIMETER GASKETING

1 EA NGP (NATIONAL GUARD) 896S ALUMINUM BUMPER THRESHOLD WITH SILICONE SEAL – 5″ WIDE X 1/2″ HIGH

1 EA WIRE HARNESS CON SCH

CONNECTOR - IN DOOR-

LENGTH AS REQUIRED

1 EA WIRE HARNESS CON - 6W SCH

CONNECTOR - IN FRAME-

LENGTH AS REQUIRED

1 EA CREDENTIAL READER/ BY DIVISION 28 B/O

KEYPAD - AS REQUIRED

1 EA DOOR CONTACT - AS 7764 - BY DIVISION 28 628 SCE

REQUIRED

1 EA POWER SUPPLY BY DIVISION 28 B/O

1 EA REMOTE RELEASE & BY DIVISION 28 - AS REQUIRED B/O

CONNECTIONS

1 SET WIRING & CONNECTIONS BY DIVISION 26 / DIVISION 28 B/O

OPERATIONAL DESCRIPTION: DOOR NORMALLY CLOSED AND SECURED. ENTRANCE BY CREDENTIAL READER OR

MANUAL KEY OVER-RIDE. ALWAYS FREE EGRESS. FAIL SECURE.

HARDWARE SET 01

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DOOR & FRAME SCHEDULE

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

DOOR AND FRAME SCHEDULE

Door No.

DOOR

Hardware

FRAME DETAIL

Label RemarksType Thickness Material Glass Type

SIZE (NOM.)

Material Glass Head Jamb SillWidth Height Width Height Depth

440-A D1 3' - 0" 7' - 2" 1 3/4" SCWD - - 01 F1 3' - 4" 7' - 4" 5 3/4" HM - - 45 1

440-B D1 3' - 0" 7' - 2" 1 3/4" SCWD - - 01 F1 3' - 4" 7' - 4" 5 3/4" HM - - 45 1

1 2

12 13

1.1

5.0

4.0

3.0

1.2

C H

/D S

C H

/D S

CH/DS

G G

G GG G

G G

RIGID INSULATION

ROOF DECK

FLASHING MEMBRANE - EXISTING SOPREMA

ROOF MEMBRANE

ROOF MEMBRANE - EXISTING SOPREMA

ROOF MEMBRANE

24 GA. PREFINISHED STEEL

RECEIVER / COUNTERFLASHING TO BE

INSTALLED IF UNIT CANNOT BE

REMOVED

MECHANICAL COVER SECURED

WITH

FASTENERS 24" O.C.

MECHANICAL COVER (RTU, EXHAUST FAN,

CURB, INTAKE, RAILS, CURB CAP, ETC.)

OPTIONAL C.F.

6" TO 1'-0" MIN. 6"

NEW ROOFING PLIES. EXTEND UP

CANT AND OVERLAP EXISTING

ROOF MEMBRANE 12" MIN.

PROVIDE RIGID INSULATION. MATCH

EXISTING INSULATION TYPE AND

THICKNESS. PROVIDE TAPERED PERLITE

EDGE STRIP TO MATCH HEIGHT OF THE

EXISTING SOPREMA ROOF MEMBRANE.

EXISTING ROOF DECK

EXISTING TWO-PLY SOPREMA ROOF

MEMBRANE

PROVIDE NEW SOPREMA 2 PLY

FLASHING SYSTEM USING FLASHING

CEMENT.

EXISTING CONCRETE

DECK AND JOIST - VIF

T/CONCRETE

VIF

EXISTING WOOD FRAMING ABOVE KNEE

WALLS - VIF

EXISTING OPENING - VIF

NEW PLYWOOD SHEATHING -

REFER TO STRUCTURAL

EXISTING WOOD KNEE WALLS - VIF

METAL DECK INFILL - REFER TO STRUCTURAL

PROVIDE WOOD BLOCKING TO

CAP OFF ENDS OF NEW METAL

DECK (BOTH SIDES) - FASTEN TO

CONCRETE DECK AS NECESSARY

PROVIDE SPRAY INSULATION IN

ENTIRE PERIMETER OF NEW DECK

INFILL. SPRAY INSULATION TO FILL

FLUTES OF DECK

ADJUST TO 12" ABOVE

ROOF MEMBRANE.

CLAMP CONDUIT TO STRUT

GALVANIZED STEEL

PROTECTIVE ROOF TRED TO BE INSTALLED

ON THE ROOF MEMBRANE, NOT GRAVEL

SURFACING. TRED TO BE APPROVED BY THE

ROOF MEMBRANE MANUFACTURER.

PP10 WITH C-CHEANNEL BY PHP SYSTEMS/DESIGN

1. PROVIDE SUPPORTS EVERY 8'-0" O.C.,

TWO (2) AT EACH 90° CORNER AND AT

ANY CHANGE IN DIRECTION.

ADJUST TO 12" ABOVE

ROOF MEMBRANE.

CAST IRON

GALVANIZED STEEL

PROTECTIVE ROOF TRED TO BE INSTALLED

ON THE ROOF MEMBRANE, NOT GRAVEL

SURFACING. TRED TO BE APPROVED BY THE

ROOF MEMBRANE MANUFACTURER.

PP10-R WITH ROLLER BY PHP SYSTEMS/DESIGN

1. PROVIDE SUPPORTS EVERY 8'-0" O.C.,

TWO (2) AT EACH 90° CORNER AND AT

ANY CHANGE IN DIRECTION.

EXISTING OPENING

TO BE DECKED OVER

NEW METAL DECK PATCH

& INFILL TO MATCH

EXIST - SEE PLAN FOR SIZE

& GAUGE NEST INFILL

WITH EXIST DECK &

SECURE WITH #10 TEK

SCREWS.EXISTING CONCRETE DECK

NEW FASTNERS MIN. 2

ROWS EACH SIDE (4)

@ 6" O.C. TYP.

1'-0" MIN. EACH SIDE

1'-0"

6" TYP.

2 FULL

MIN

. O

VERLA

EACH SI

DE O

F E

XIS

OPENIN

PROVIDE NEW INFILL AT EXISTING

MECHANICAL ROOF PENETRATION

WHERE EXISTING RTU WAS REMOVED.

SEE DETAIL THIS SHEET AND

MECHANICAL AND STRUCTURAL DOCUMENTS

FOR MORE INFORMATION.

NEW GENERATOR: REFER TO

ELECTRICAL DRAWINGS FOR

MORE INFO.

NEW AIR COOLED CONDENSER

UNITS: REFER TO MECHANICAL

DRAWINGS FOR MORE INFO.

PROVIDE ONE ROLL WIDTH OF SOPRAWALK

(GREY) PLY SHEET SET IN COLPLY EF ADHESIVE AS

RECOMMENDED BY SOPREMA (TYP.).

PIPE VAULTS

N.T.S.

DETAIL PLAN

N.T.S.

SECTION

N.T.S.

ELEVATION

THE VAULT AW Models

ROOF PENETRATION HOUSING

LEGEND

THE VAULT (SPECIFY MODEL)1

2 MATCHING WIND RATED ALUMINUM COVER

3 MATCHING ALUMINUM CURB 14" HIGH MIN.

4 CURB FLANGE, FASTEN TO ROOF DECK

5 SBS FLASHING MEMBRANE

6 CONTINUOUS CAULK WITH

7 ROOFING SYSTEM

8 RECOVERY BOARD

9 RIGID INSULATION

METAL ROOF DECK10

11 CONDUIT, PIPE, REFRIGERANT LINE, ETC.

12 SERIES 5000 EXIT SEAL FOR

13 CONDUIT, PIPE, REFRIGERANT LINE, ETC.

14 SERIES 6000 & 7000 EXIT SEAL FOR

15 VANDAL RESISTANT STAINLESS SCREWS

SIZES FROM 0.25" THRU 1.90" O.D.

SIZES FROM 1.90" THRU 15" O.D.

RUBBERIZED ASPHALT SEALANT

CURB MUST BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

CONTACT RPH AT 1-800-994-0945

ALL VAULT® AW MODELS COMPLY WITH

ICC 2015 SECTION C402.1 - BUILDING

ENVELOPE ROOF AIR LEAKAGE AND AND

FEMA/ICC-500

GENERAL CONTRACTOR IS RESPONSIBLE

TO PROVIDE VAULT AND APPROPRIATE

TRADES TO PROVIDE EXIT SEALS.

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ROOF DETAILS

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

TYP. CURB DETAIL

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

TYP. CURB @NEW PENETRATION

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

ROOF - DECK INFILL @ EXIST. OPENING

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

TYP. ELECTRICAL CONDUIT SUPPORT DETAIL

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

TYP. GAS PIPE SUPPORT DETAIL

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

TYP. DECK INFILL DETAIL

1/8" = 1'-0"7

PARTIAL ROOF PLAN

1" = 1'-0"8

TYP. PIPE PORTAL

THIS ROOF IS CURRENTLY UNDER WARRANTY

BY SOPREMA. ALL ROOFING RELATED WORK

SHOULD BE COMPLETED BY ELENS &

MAICHIN ROOFING AND SHEET METAL, INC.

CONTACT MARK DUFFY, (815) 727-2689,

MARK@EMROOFING.COM

CEILING LEGEND

GB-1 GYPSUM BOARD CEILING/ SOFFIT

AT-1 2' X 2' SUSPENDED ACOUSTICAL LAY-IN

CEILING TILE - SEE SPEC

AT-2 2' X 2' VINYL COVERED GYP. BD. LAY-IN

CEILING TILE WITH HOLD DOWN CLIPS - SEE SPEC

2' X 2' RECESSED LIGHT FIXTURE

SUPPLY DIFFUSER

EXHAUST OR RETURN GRILL

ACCESS PANEL (18" X 18")

ACT-2

8' - 0"

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PARTIAL REFLECTED CEILING

PLAN

1/2" = 1'-0"1

PARTIAL FOURTH FLOOR RCP

LINE OF METAL ROOF/FLOOR

DECK OR CONC. SLAB

FILL VOID AROUND STEEL MEMBER W/

MINERAL WOOL OR FIRE SAFING

MATERIAL. INSTALLATION SHALL

COMPLY WITH UL NO. HW-D-0258.

COVER OPENING WITH 5/8" GYP. BD.

IN ROOMS WITHOUT FINISHED

CEILINGS.

NON-LOAD BEARING MASONRY OR

METAL STUD WALL

STEEL JOIST, BEAM, OR FRAMING

MEMBER

3/4"

3/ 4"

3/4"

SEE PLAN

HORIZONTAL MASONRY

REINF. AT 16" O.C.

VERTICALLY (TYP.)

PAINTED CONC. BLOCK

RAKED MORTAR JOINT

FOR SEALANT 1/2" DEEP

MIN.

MASONRY WALL

CONSTRUCTION

RIGID INSULATION

FACE BRICK

PAINTED SEALANT

(BOTH SIDES)

EXTERIOR WALL SYSTEM

1/2" SEALANT OR AT RATED

WALLS, 1/2" FIRE SEALANT

3 5/8" STEEL STUD SECURED TO

WALL WITH #14 TAPCON SCREWS

@ 16" O.C.

ATTACH DRYWALL TO THIS

STUD END. STUD FOR

POSITION ONLY.

J-BEAD EACH SIDE

BUILDING FELT OR COMP.

GASKET

FOR PARTITIONS INDICATED AS 1 HOUR RATED: UL RATED DESIGN U419

MASONRY WALL

FILL VOID AROUND

STEEL MEMBER WITH

MINERAL WOOL OR

FIRE SAFING

MATERIAL

MECHANICAL

PIPING, PLUMBING

PIPING, OR

CONDUIT WHICH

PENETRATES

MASONRY WALL

INSTALL ESCUTCHEON

PLATES AT ROOM

WITHOUT FINISH

CEILINGS

NON-RATED PENETRATION

FILL VOID AROUND DUCTWORK, PIPING,

OR STEEL MEMBER WITH MINERAL WOOL

RATED MASONRY

WALL

FILL VOID AROUND

STEEL MEMBER WITH

FIRE SAFING MATERIAL

FIRE SEALANT

INSTALL

ESCUTCHEON

PLATES AT RMS

WITHOUT

FINISH CLGS.

MECHANICAL PIPING,

PLUMBING PIPING, OR

CONDUIT WHICH

PENETRATES MASONRY

WALL

SCHEDULE 5 PIPE

SLEEVE

2 HR RATED PENETRATION

NOTES:

1. THIS GENERAL DETAIL APPLIES TO ALL ITEMS PENETRATING

FIRE RATED WALLS OR FLOORS. THE INTENT IS TO MAINTAIN

THE FIRE RATING AND TO ALLOW LONGITUDINAL

MOVEMENT. REFER TO SPECIFICATION DIVISION 07 "FIRE

SAFING" FOR SELECTION OF THROUGH PENETRATION FIRE

STOPPING.

2. SCHEDULE 5 PIPE SLEEVE EMBEDDED IN WALL OF FLOOR,

OR SMOOTH CORE DRILL. EACH CONTRACTOR FURNISHES

SLEEVE TO GENERAL TRADES CONTRACTOR, COORDINATES

SLEEVE LOCATIONS AND DEBURS SLEEVE. GENERAL TRADES

CONTRACTOR BUILDS SLEEVE INTO WALL OR FLOOR

ALLOWING NO GAP AROUND SLEEVE. IF SLEEVE IS NOT

PROVIDED WHEN WALL OR FLOOR IS BUILT, CONTRACTOR

SHALL INSTALL SLEEVE. SLEEVE SIZE SHALL ALLOW ANNULAR

SPACE REQUIRED BY THE SELECTED FIRE STOP SYSTEM.

3. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL

SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN

ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION

LISTING. SECURE TO WALL OR FLOOR TO ALLOW

LONGITUDINAL MOVEMENT OF PENETRATING ITEM

WITHOUT MOVEMENT OF FIRE BARRIER.

4. WATER-TIGHT WELDED 1"X1" 20 GA. MINIMUM

GALVANIZED SHEET METAL ANGLE FRAME BY CONTRACTOR

IN EQUIPMENT ROOMS FOR WATER STOP. PLACE A BEAD

OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM

OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY

ANCHORS IN CORNERS AND ON 12" MAXIMUM CENTERS.

MULTIPLE PENETRATING ITEMS MAY BE ENCLOSED IN ONE

FRAME.

RATED MASONRY

WALL

FIRE SEALANT

LOW VOLTAGE

WIRING

PENETRATING

MASONRY OR

CONC. WALL. SEE

ELECTRICAL DOCS

FOR CABLE TRAY

FIRE SAFING MATERIAL

HILTI CP637, CP620,

CP657T, OR EQUIVALENT -

SEE PROJECT MANUAL

UL PENETRATION DETAIL # CA-J-0074, CA-J-0084

1 HR. RATING MIN.

FIRE SAFING MATERIAL

HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT,

CP604 SELF LEVELING FIRESTOP SEALANT,

CP620 FIRE FOAM, CP606 FIRESTOP SEALANT,

CP601S ELASTOMERIC FIRESTOP SEALANT,

OR EQUIVALENT - SEE PROJECT MANUAL

CONCRETE SLAB OVER FORM DECK

METAL PIPE OR CONDUIT

PENETRATION DETAIL CB-J-1049, CA-J-2630

1 HR. RATING MIN.

1" , M

DENOTES LINE OF METAL ROOF/FLOOR

DECK OR CONCRETE FLOOR SLAB

FIRE SEALANT

48" LONG AT 10'-0" O.C. 16 GA. BENT

METAL PLATE 2"X6" LLV WALL STABILIZERS

SECURE TO ROOF DECK

FILL ALL VOIDS COMPLETE WITH RATED

FIRE SAFING MATERIAL

NON-LOAD BEARING WALL

2 HR. RATED

FILL VOID COMPLETE WITH RATED FIRE

SAFING MATERIAL AS PER U.L. RATING

NO. HW-D-0009 AT MASONRY WALLS

DENOTES LINE OF METAL ROOF/FLOOR

DECK OR CONCRETE FLOOR SLAB

FIRE SEALANT

48" LONG AT 10'-0" O.C. 16 GA BENT

METAL PLATE 2"X6" LLV WALL STABILIZERS

SECURE TO ROOF DECK.

FILL ALL VOIDS COMPLETE WITH RATED

FIRE SAFING MATERIAL

NON-LOAD BEARING WALL

2 HR. RATED

FILL VOID COMPLETE WITH RATED FIRE

SAFING MATERIAL AS PER U.L. RATING

NO. HW-D-0009 AT MASONRY WALLS

1" , M

DENOTES LINE OF METAL ROOF/FLOOR

DECK OR CONCRETE FLOOR SLAB

48" LONG AT 10'-0" O.C. 16 GA BENT

METAL PLATE 2"X6" LLV WALL STABILIZERS

SECURE TO DECK

FILL ALL VOIDS COMPLETE WITH MINERAL

WOOL

NON-LOAD BEARING WALL

1" , M

DENOTES LINE OF METAL ROOF/FLOOR

DECK OR CONCRETE FLOOR SLAB

48" LONG AT 10'-0" O.C. 16 GA. BENT

METAL PLATE 2" X 6" LLV WALL STABILIZERS

SECURE TO DECK

FILL ALL VOIDS COMPLETE WITH MINERAL

WOOL

NON-LOAD BEARING WALL

CONTROL JOINT

SASH BLOCK

SEALANT PTD. EA.

SIDE (TYP.)

AT FIRE RATED WALLS, DELETE SASH BLOCK

AND CONTROL JOINT. RAKE JOINT BACK 1/2"

AND FILL WITH SEALANT.

RAKE MORTAR BACK

1/2" AND FILL WITH

SEALANT

COMPRESSIBLE FILLER

3/8"

SEALANT AND BACKER ROD

FACE BRICK

CMU

SEALANT

RAKE JOINT BACK

1/2"

1/ 2"

TOP OF METAL DECK

FIRE RATED GYPSUM

COMPOUND OR FIRE CAULK

Z-CLIP 2" WIDTH

BOTTOM OF METAL DECK

FIRE RATED DEFLECTION TRACK

5/8" TYPE 'X' GYP. BD.

METAL STUD

1-HR RATED JOINT

PER U.L. RATING NO. HW-D-0060 OR EQUAL

1/ 2"

TOP OF METAL DECK

MINERAL FIBER

BOTTOM OF METAL DECK

FIRE RATED GYPSUM COMPOUND

OR FIRE CAULK

FIRE RATED DEFLECTION TRACK

5/8" TYPE 'X' GYP. BD.

METAL STUD

1-HR RATED JOINT

PER U.L. RATING NO. HW-D-0060 OR EQUAL

METAL DECK

LT. GAGE ANGLE SECURED TO

TRACK AND DECK AT 1'-0" LONG

AT 4'-0" O.C. EA. SIDE

STAGGERED.

DEFLECTION TRACK (NON-RATED)

5/8" TYPE 'X' GYP. BD.

METAL STUD

FILL ALL VOIDS COMPLETE WITH

MINERAL WOOL

METAL DECK

FILL ALL VOIDS COMPLETE WITH

MINERAL WOOL

DEFLECTION TRACK (NON RATED)

5/8" TYPE 'X' GYP. BD.

METAL STUD

E L G

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H O

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E A S T

C H

A G O

S T R E E T

U -4

.N -2

335-25

September 8, 2025

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Y F

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A N

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Revisions:

Sheet No.:

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Date:

Sheet Title:

M S

A P ro j.

N o

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O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

A7-1

INTERIOR DETAILS

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

TYP. JOIST PENETRATION DETAIL

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

TYP. INTERSECTION DETAIL-

CMU TO CMU

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

TYP. INTERSECTION DETAIL-

GYP TO CMU

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

TYP. NON-RATED PIPE PENETRATION

DETAIL

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

TYP. RATED PIPE PENETRATION DETAIL

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

TYP. RATED WALL DETAIL

1 1/2" = 1'-0"7

TYP. RATED FLOOR DETAIL

1 1/2" = 1'-0"8

TYP. RATED WALL HEAD

DETAIL-PERPENDICULAR TO DECK

1 1/2" = 1'-0"9

TYP. RATED WALL HEAD

DETAIL-PARALLEL TO DECK

1 1/2" = 1'-0"10

TYP. NON-RATED WALL HEAD

DETAIL-PARALLEL TO DECK

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

TYP. NON-RATED WALL HEAD

DETAIL-PERPENDICULAR TO DECK

1 1/2" = 1'-0"12

TYP. NON-RATED WALL JOINT DETAIL

1 1/2" = 1'-0"13

TYP. RATED WALL JOINT DETAIL

1 1/2" = 1'-0"14

TYP. RATED WALL JOINT DETAIL-SINGLE

WYTHE

1 1/2" = 1'-0"15

TYP. RATED WALL HEAD GYP-PARALLEL

TO DECK

1 1/2" = 1'-0"16

TYP. RATED WALL HEAD

GYP-PERPENDICULAR TO DECK

1 1/2" = 1'-0"17

TYP. NON-RATED WALL HEAD

GYP-PARALLEL TO DECK

1 1/2" = 1'-0"18

TYP. NON-RATED WALL HEAD

GYP-PERPENDICULAR TO DECK

TOP OF CEILING

1' -0

.T .S

FIRE AND/OR SMOKE

BARRIER - PROTECT

ALL OPENINGS

3/4" (MIN.) HIGH TEXT, SPRAY PAINTED

WITH STENCIL AT 30'-0" O.C. MAX.

MINIMUM ONE SIGN PER RATED WALL.

COLOR: SAFETY ORANGE

NOTE: M&I TAPE PRODUCT # 703.7

ALSO ACCEPTABLE

NOTE:

1. SIGN SHALL BE PAINTED ON ALL WALLS INDICATED ON

DRAWINGS WITH DESIGNATION OF "FIRE WALL", "FIRE

BARRIER", "FIRE PARTITION", "SMOKE BARRIER", OR "SMOKE

PARTITION"

WOOD BLOCKING AND

SHIMS

FIRE EXTINGUISHER CABINET

W/FIRE TUB IF SPEC.

MASONRY CUT TO REQUIRED

OPENING SIZE (SEE F.E.

SCHEDULE)

GROUT UNIT SOLID

WITH TOP LEVEL

T/ C

'-8

1/ 4"

8" M

. C

M U

FIRE EXTINGUISHER BOX

WOOD BLOCKING

W/ METAL FASTENERS (TYP.)

6" METAL STUD W 5/8" GYP. BOARD

GYP. BOARD WALL MASONRY WALL

FINISHED FLOOR

FIRE EXTINGUISHER CABINET NON RATED SURFACE MOUNTED WITH FLAT TRIM

MOUNTING HEIGHT - TOP OF CABINET SHALL BE AT 4'-8" A.F.F.

FEC-1

MARK TYPE AND DESCRIPTION

FIRE EXTINGUISHER SCHEDULE

FIRE EXTINGUISHER CABINET NON RATED SEMI-RECESSED WITH FLAT TRIM

MOUNTING HEIGHT - TOP OF CABINET SHALL BE AT 4'-8" A.F.F.

FEC-2

E L G

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S T R E E T

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335-25

September 8, 2025

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Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7 -8

F a x

-7

-8 w w w .m s a -c e .c o m

ESC-

A7-2

INTERIOR DETAILS

3" = 1'-0"1

SIGN TYPE G

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

FIRE EXTINGUISHER CAB. DTL

12" = 1'-0"3

FIRE EXTINGUISHER SCHEDULE

G G

CU-1

WT = 500 LBS CU-2

WT = 500 LBS

GENERATOR W/

ENCOLSURE

TOTAL WT = 4700 LBS

@ NEW OPENINGS FOR PIPE PORTAL:

SAWCUT EXISTING SLAB BETWEEN

EXISTING CONCRETE JOISTS. DO NOT

CUT EXISTING CONCRETE JOISTS

+/- 25' - 0" -VIF

EDGE OF GENERATOR CURB TO BE

LOCATED OVER EXISTING

CONCRETE BEAM - CONTRACTOR

TO COORDINATE

E Q

U A

L E Q

U A

CENTER GENERATOR WITH

EXISTING COLUMN - FIELD VERIFY

LOCATION OF EXISTING COLUMN

+/- 5' - 0" +/- 5' - 0"

ESC-S1-1

T C

O N

- VI

E X

T C

O N

C B

T Y P

A L

ESC-S1-1

INFILL EXIST OPENING -

SEE 2/S1.1

INFILL EXIST OPENING -

SEE 2/S1.1

E X

T C

O N

C B

T Y P

A L

E X

T C

O N

C B

T Y P

A L

E X

T C

O N

C R E T E J

T S

E X

T C

O N

C R E T E J

T S

E X

T C

O N

C R E T E J

T S

TYP @

INFILL

+/- 5' - 0" +/- 5' - 0"

W12X30

ESC-S1-1

TYP @

GENERATOR

CURB

COORDINATION:

1. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST THE

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, BY THE CONTRACTOR, AND ANY

DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE BEFORE FABRICATION

3. SHOP DRAWINGS OF THE STRUCTURAL ITEMS SHALL BE SUBMITTED BEFORE FABRICATION, FOR

REVIEW BY THE STRUCTURAL ENGINEER.

4. DETAILS, SECTION MARKS, AND NOTES SHOWN ON THESE DRAWINGS SHALL APPLY TO ALL SIMILAR

CONDITIONS WHETHER THE DETAILS, SECTION MARKS, AND NOTES ARE REPEATED OR NOT

THROUGHOUT THE STRUCTURAL DRAWINGS.

5. THE INFORMATION CONTAINED ON THE STRUCTURAL DRAWINGS IS, IN ITSELF, INCOMPLETE AND

VOID UNLESS USED IN CONJUNCTION WITH ALL OF THE CONTRACT DOCUMENTS AND ALL

SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES, ETC., INCORPORATED

THEREIN BY REFERENCE.

6. SPECIFICATIONS ARE AN INTEGRAL PART OF CONTRACT DOCUMENTS. IN CASE OF DISCREPANCIES

BETWEEN SPECIFICATIONS AND DRAWINGS THE CONTRACTOR SHALL REQUEST CLARIFICATION

FROM THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

7. EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD VERIFIED PRIOR TO COMMENCING WORK. SUBMIT

CONDITIONS THAT DIFFER FROM THAT INDICATED ON DRAWINGS TO ARCHITECT FOR REVIEW

PRIOR TO COMMENCING WORK.

8. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL WORK, LABOR, AND MATERIALS, WHICH ANY SECTION OR PART OF THE DRAWINGS, SPECIFICATIONS, OR CONDITIONS REQUIRE HIM

TO PROVIDE, REGARDLESS OF WHETHER SUCH REQUIREMENT IS OR IS NOT FAITHFULLY

REPEATED IN OTHER PARTS OF THE DRAWINGS AND SPECIFICATIONS.

9. CONTRACTOR SHALL COORDINATE ALL PITCHES AND DEPRESSIONS IN THE FLOOR SLABS, AND

OPENINGS IN THE FOUNDATION WALLS, WITH THE PERTINENT TRADES, AND SHALL REVIEW

LOCATIONS OF SUCH OPENINGS AS THEY MAY RELATED TO THE WEAKENING OF THE STRUCTURE.

10. SLEEVES FOR OPENINGS SHALL BE PROVIDED BY THE RELEVANT TRADE.

11. BURNING OF STRUCTURAL STEEL, AT THE SITE, IN ORDER TO ACCOMMODATE THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TRADES WILL NOT BE PERMITTED.

12. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND, UNLESS NOTED OTHERWISE, DO NOT INDICATE METHOD OF CONSTRUCTION.

13. THE STRUCTURAL ENGINEER HAS NO CONTROL OVER OR CHARGE OF, AND SHALL NOT BE

RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, AND TECHNIQUES OF CONSTRUCTION

OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, NOR DOES HE

HAVE ANY RIGHT OR POWER TO STOP THE WORK.

14. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY WERE PREPARED. ANY REPRODUCTION OR DISTRIBUTION IS EXPRESSLY

LIMITED TO SUCH USE. ANY OTHER REPRODUCTION, REUSE, OR DISCLOSURE BY ANY METHOD, IN

WHOLE OR IN PART, OR FOR ANY OTHER PURPOSE OTHER THAN THAT AS A CONTRACT

DOCUMENT, IS PROHIBITED.

15. DO NOT SCALE DRAWINGS.

GOVERNING CODES & SPECIFICATIONS:

2015 INTERNATIONAL BUILDING CODE (IBC)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN CONCRETE INSTITUTE (ACI)

AMERICAN WELDING SOCIETY (AWS)

LATEST SUPPLEMENTS AND REVISIONS, THERETO.

STRUCTURAL NOTES:

PERMANENT STEEL CORRUGATED FORMDECK:

1. ALL FLOOR DECK SHALL BE IN CONFORMANCE WITH THE STEEL DECK INSTITUTE (SDI)

STANDARDS FOR TECH DESIGN, MANUFACTURE, AND INSTALLATION OF THE DECK TYPE AND

GAGE SHOWN. CERTIFICATION OF COMPLIANCE WITH SDI STANDARDS SHALL BE NOTED ON THE

SHOP DRAWINGS.

2. SUBMIT STEEL DECK SHOP DRAWINGS DETAILING DECK SPANS, CONNECTIONS, AND

ACCESSORIES TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION/INSTALLATION.

3. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

4. ALL PERMANENT FORMDECK INDICATED FOR THE PROJECT SHALL BE GALVANIZED, AND SHALL

BE OF TYPE SHOWN ON THE DRAWINGS.

EXIST CONC PAN

AND JOIST - VIF

T/CONCRETE

VIF

LAP

4" MIN

VIF

2'-0" MAX

LAP

4" MIN

EXIST WOOD 2x6 FRAMING

ABOVE ROOF - VIF

EXIST

OPENING - VIF

3/4" APA RATED PLYWOOD

SHEATHING

EXIST WOOD KNEEWALLS

@ +/-24" OC - VIF

METAL DECK INFILL - 0.6" TYPE C FORMDECK- 22 GA -

FASTEN TO EXISTING CONCRETE WITH 1/4" Ø x 2 1/4" LG

TAPCON SCREWS @ 12" OC

2x6 FRAMING AS REQUIRED AT EXISTING

OPENING - FASTEN TO EXISTING 2X6

FRAMING - VIF

EXIST CONC PAN

AND JOIST - VIF

T/CONCRETE

VIF

EXIST WOOD 2x6 FRAMING

ABOVE ROOF - VIF

1/2" Ø HILTI KWIK BOLT TZ EXPANSION ANCHORS @

24" OC (STAGGER ROWS 12" OC), 2" MIN EMBED

EXIST WOOD KNEEWALLS

@ +/-24" OC - VIF

GENERATOR

EQUIPMENT CURB

CONTINUOUS W12x30

BEAM (GALVANIZED)

BELOW GENERATOR CURB

CUT BACK EXISTING 2x6 FRAMING & ROOF

DECK AS REQUIRED TO INSTALL BEAM

REPLACE ROOF DECK AS REQUIRED W/

3/4" APA RATED PLYWOOD SHEATHING

PROVIDE 2x KNEEWALL AND

BLOCKING AS REQUIRED AT

INFILL AFTER W BEAM

INSTALLATION

E L G

E A S T

C H

A G O

S T R E E T

335-25

Revisions:

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

M S

A P ro j.

N o

V ir g in ia

S tr e e t, C ry s ta l L a k e Il lin o is

O ff ic e

-7

-8

F a x

-7

-8 w w w

.m s a -c e .c o m

S C

H O

O L D

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-4

U -4

.N -2

R Y

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September 8, 2025

ROOF FRAMING PLAN,

DETAILS & NOTES

1/8" = 1'-0"1

ROOF FRAMING PLAN

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

ROOF OPENING INFILL DETAIL

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

DETAIL AT GENERATOR CURB SUPPORT

ESC-

S1-1

335-25

September 8, 2025

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

P ro j.

N o.

V irg in ia S tre et

C ry st al L ak e, Il lin oi s

O ffi ce

-7

-8

Fa x

8-w w w

.m sa

-c e.

co m

Partial Fourth Floor Plan Mechanical Demolition

UP DN

AREA OF

WORK

440D

OFFICE

440E

KITCHEN

CONFERENCE

ROOM

440G

COMPUTER

SERVER ROOM

EXPANSION

440F

COMPUTER

SERVER

ROOM

400 S.A. EA.

22/12

8"�

8/8

14/10

12/10

FD.

1500 R.A.

360 R.A.

FD.

18/12

22/12

TO DO SO AT THE OWNER'S CONVENIENCE DURING OFF HOURS. CONTRACTOR

SHALL EXAMINE EXISTING PIPING, CONDUITS, STRUCTURAL SUPPORTING

EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE INSTALLED AND

CONTRACTOR SHALL INSPECT THE PREMISES AND MAKE A DETAILED

CONTRACTOR SHALL ADAPT HIS WORK TO MEET ALL ACTUAL CONDITIONS ON

EXISTING DUCTS, PIPES, CONDUITS AND BEAMS NOT SHOWN ON PLANS.

AS POSSIBLE, CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID

EXISTING BUILDING HAS BEEN INDICATED ON THE DRAWINGS AS ACCURATELY

WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE

MIGHT HAVE BEEN REASONABLY FORESEEN BY AN INSPECTION OF THESE

PRIOR TO BIDDING. NO EXTRAS WILL BE ALLOWED FOR WORK WHICH

SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS

THE CONTRACTORS SHALL VISIT AND INSPECT THE EXISTING BUILDING AND

INTERFERED WITH, CONTRACTOR SHALL REROUTE AND RECONNECT ALL SUCH

MECHANICAL EQUIPMENT IN AREA OF EXISTING BUILDING NOT BE ALTERED IS

WHERE THE EXISTING PIPING, CONDUIT OR DUCTWORK SERVING ANY EXISTING

ALL CUTTING AND PATCHING AS REQUIRED FOR WORK TO BE BY THE CONTRACTOR.

COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICTS AND DELAYS.

THE EXISTING PREMISES.

BEAMS, ETC.

PREMISES.

NOTES RE: INSPECTING EXISTING BUILDING

PIPES OR DUCTWORK WITH PRIOR APPROVAL FROM ENGINEER.

SHALL PROVIDE OWNER ADVANCE NOTICE IN WRITING MINIMUM 3 BUSINESS DAYS

REFER TO SPECIFICATIONS.

VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE EXISTING

RECONNECT SUCH ITEMS IN PROPER OPERATING CONDITION AT NEW LOCATIONS.

INTERFERED WITH, OBSTRUCT OR ARE OBSTRUCTED BY THESE ALTERATIONS.

MATERIALS, AND ALL OTHER MECHANICAL ITEMS WHICH INTERFERE OR ARE

DISCONNECT, REMOVE OR RELOCATE EXISTING MECHANICAL EQUIPMENT,

OBSOLETE BY THESE ALTERATIONS AND ADDITIONS. THESE ARE THE PROPERTY

EQUIPMENT AND ALL OTHER MECHANICAL ITEMS WHICH ARE RENDERED

DISCONNECT AT SOURCE AND REMOVE EXISTING ELECTRICAL MATERIALS AND

AND ELECTRICAL ITEMS AND EQUIPMENT, BOTH NEW AND EXISTING, AS MAY

MAKE NECESSARY MODIFICATIONS AND ADJUSTMENTS TO ALL MECHANICAL

FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT.

BIDDING. FAILURE TO DO SO SHALL NOT RELIEVE CONTRACTOR

THE CONTRACTOR SHALL CONSULT WITH THE OWNER AND MAKE ARRANGEMENTS

IF IT IS ABSOLUTELY NECESSARY TO SHUT DOWN THE FACILITY AT ANY TIME,

BUILDING IN MECHANICAL OPERATION AT ALL TIMES DURING OCCUPIED PERIOD.

NOTES RE: EXISTING CONDITIONS

BE REQUIRED BY THESE ALTERATIONS AND ADDITIONS.

PRIOR TO SHUT DOWN.

INDICATES EXISTING TO REMAIN.

INDICATES EXISTING TO BE DISCONNECTED

AND REMOVED.

LEGENDS:

EXISTING TO REMAIN.E.T.R.

IN WORKING CONDITION TO THE OWNER'S STOCK AT THE DISCRETION OF THE

OF THE OWNER AND SHALL EITHER BE REMOVED FROM THE SITE OR RETURNED

OWNER.

WITH OWNER.

OF ALL SYSTEMS REQUIRED FOR EXECUTION OF WORK. COORDINATE PROCEDURES

CONTRACTOR IS RESPONSIBLE FOR ISOLATING, DRAINING, REFILLING & VENTING 9.

CLEARANCE REQUIRED PRIOR TO BIDDING. CONTRACTOR SHALL BE RESPONSIBLE

TO THE ATTENTION OF THE ARCHITECT ANY LACK OF ANY NECESSARY SPACE OR

CONTRACTOR AFTER INSPECTING THE PREMISES AND THE DRAWINGS SHALL CALL

FOR ALL NECESSARY CHANGES IF HE NEGLECTS TO DO SO.

DISCONNECT AND REMOVE EXISTING ROOF MOUNTED EXHAUST FAN, CURB AND ALL ASSOCIATED DUCTWORK DIFFUSERS SUPPORTS CONTROLS AND ALL APPURTENANCES. PATCH AND SEAL ROOF AIR AND WATER TIGHT TO MATCH EXISTING CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

DISCONNECT AND REMOVE EXISTING ROOFTOP UNIT, CURB, CONTROLS AND ALL APPURTENANCES. DISCONNECT AND REMOVE ALL ASSOCIATED HUMIDIFIER MAKE-UP WATER, DRAIN AND CONDENSATE PIPING BACK TO MAIN AND CAP. CONFIRM EXACT LOCATION IN FIELD. CONTRACTOR TO PROPERLY EVACUATE AND DISPOSE OF REFRIGERANT AS REQUIRED PER CODE.

PATCH AND SEAL ROOF AIR AND WATER TIGHT TO MATCH EXISTING CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

DISCONNECT AND REMOVE EXISTING DUCTWORK, FIRE DAMPERS, CONTROLS AND ALL APPURTENANCES. SEE

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DISCONNECT AND REMOVE EXISTING RETURN REGISTERS, BRACH DUCTWORK, AND ALL APPURTENANCES.

DISCONNECT AND REMOVE EXISTING EXHAUST REGISTERS, DUCTWORK AND ALL APPURTENANCES.

DISCONNECT AND REMOVE EXISTING LOUVER, DAMPER, DUCTWORK, CONTROLS AND ALL APPURTENANCES. SEE

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

SUPPLY DUCT DROPS TO BELOW FLOOR TO BE REMOVED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

REPLACE APPROXIMATELY 20 PERFORATED FLOOR TILES WITH SOLID TO MATCH EXISTING. FIELD VERIFY EXACT QUANTITY AND LOCATIONS OF PERFORATED FLOOR TILES. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DISCONNECT AND REMOVE EXISTING ABANDONED REFRIGERANT PIPES TO ROOF. SAW-CUT WALL AS REQUIRED. PATCH AND

PAINT ANY REMAINING OPENINGS TO MATCH EXISTING CONSTRUCTION. VERIFY IN FIELD.

EXISTING

GAS MAIN

EXISTING

GAS MAIN

DISCONNECT AND REMOVE EXISTING GAS PIPING FROM ROOFTOP UNIT BACK TO MAIN AND CAP.

AutoCAD SHX Text

ESC- DM1-1

AutoCAD SHX Text

%%UPARTIAL FOURTH FLOOR PLAN - MECHANICAL DEMOLITION

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text

ELGIN, ILLINOIS 60120

AutoCAD SHX Text

SCHOOL DISTRICT U-46

AutoCAD SHX Text

355 EAST CHICAGO STREET

AutoCAD SHX Text U-46 P.N. #335-25

AutoCAD SHX Text

DRY FIRE SUPPRESSION SYSTEM AND HVAC UPGRADE

AutoCAD SHX Text

EDUCATIONAL SERVICES CENTER SERVER ROOM 355 E. CHICAGO ST., ELGIN, IL 60120

AutoCAD SHX Text Revisions:

AutoCAD SHX Text tall cabinet

AutoCAD SHX Text copier

AutoCAD SHX Text table w/ fax machine

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

REF.

AutoCAD SHX Text

REF.

AutoCAD SHX Text

REF.

AutoCAD SHX Text

REF.

AutoCAD SHX Text

%%UKEY PLAN

AutoCAD SHX Text N

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UPARTIAL ROOF PLAN - MECHANICAL DEMOLITION

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

AutoCAD SHX Text

CH/DS

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

%%UGENERAL MECHANICAL

AutoCAD SHX Text

%%UDEMOLITION NOTES:

AutoCAD SHX Text

%%UMECHANICAL DEMOLITION PLAN NOTES

AutoCAD SHX Text

Sheet No.:

U46 Project No.:

Date:

Sheet Title:

P ro j.

N o.

V irg in ia S tre et

C ry st al L ak e, Il lin oi s

O ffi ce

-7

-8

Fa x

8-w w w

.m sa

-c e.

co m

Partial Fourth Floor Plan Mechanical

UP DN

AREA OF

WORK

440D

OFFICE

440E

KITCHEN

CONFERENCE

ROOM

440G

COMPUTER

SERVER ROOM

EXPANSION

440F

COMPUTER

SERVER

ROOM 400 S.A. EA.

22/12

8"�

8/8

14/10

12/10360 R.A.

18/12

22/12

ER SERVER RACK

NEW GENERATOR

470-S 22x22 NK.

230-S 22x10 NK.

(TYP. 7)

x1 x1 x1

38x18

250-S

10" NK.

10Ø

250-R 22x22 NK.

FURNISH AND INSTALL NEW FLOOR MOUNTED LIEBERT COOLING UNIT. COORDINATE EXACT LOCATION WITH STRUCTURE, EXISTING CONDITIONS AND MANUFACTURER'S REQUIRED SERVICE CLEARANCES.

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