hyatt schaumburg

GOVERNING CODESBUILDING CODE 2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL EXISTING BUILDING CODEVILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 153, BUILDING CODE

PLUMBING 2015 INTERNATIONAL PLUMBING CODESTATE OF ILLINOIS PLUMBING CODE

MECHANICAL 2015 INTERNATIONAL MECHANICAL CODEELECTRICAL 2014 NATIONAL ELECTRIC CODE

VILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 152: AMENDMENTS TO 2014NATIONAL ELECTRICAL CODE

ACCESSIBILITY ILLINOIS ACCESSIBILITY CODE - TITLE 71 ILL. - ADM. CODEANSI A17.1 CURRENT EDITION

FIRE/ LIFE SAFETY 2015 INTERNATIONAL FIRE CODE2015 NFPA 101VILLAGE OF SCHAUMBURG FIRE PROVISIONS CHAPTER 157

ENERGY CURRENT STATE OF ILLINOIS ADOPTED INTERNATIONAL ENERGYCONSERVATION CODE

FUEL GAS 2015 INTERNATIONAL FUEL GAS CODE

A. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.

B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN THE FIELD AND IS TO REPORT ANY DISCREPANCIES TO THEARCHITECT.

C. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLELOCAL, STATE, AND FEDERAL CODES AND BUILDING STANDARDS.

D. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE, AND FEDERAL CODES AND BUILDING STANDARDS.

E. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE WITH ALLAPPLICABLE LOCAL, STATE, AND FEDERAL CODES AND BUILDING STANDARDS.

F. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETSARE DISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTOR, GENERAL CONTRACTOR ASSUMES ALLRESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION.

G. THE CONTRACTOR, PRIOR TO SUBMISSION OF BID, SHALL VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH ALLVISIBLE EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE SITE, CONTRACTOR SHALL BE RESPONSIBLEFOR THE INSTALLATION OF THE NEW WORK AS IT RELATES TO THE EXISTING CONDITIONS. THE SUBMISSION OF ABID SHALL BE THE BIDDER'S ACKNOWLEDGEMENT OF HIS VISITATION TO AND INSPECTION OF THE SITE CONDITIONS.THE CONTRACTOR, PRIOR TO SUBMITTING BID, SHALL NOTIFY AND COORDINATE WITH ALL OTHER TRADES THATMAY BE AFFECTED BY THE INSTALLATION OF THIS WORK. THOSE AFFECTED TRADES SHALL LIST AS A SEPARATELINE ITEM IN ADDITION TO BASE BID, THE COST TO MODIFY EXISTING PLUMBING, ELECTRICAL AND/OR MECHANICALSYSTEMS TO ALLOW FOR THE INSTALLATION OF NEW WORK FOR THIS PROJECT. COORDINATE THE ABOVE WITHGENERAL CONTRACTOR DURING BIDDING.

GENERAL NOTES

FINISH SCHEDULE

ST-1 NAWKAW NAWTONE-K TO MATCH EXISTING

ST = BRICK STAIN

INDICATION MANUFACTURER NAME COLOR / PATTERN

ST-2 NAWKAW NAWTONE-K TO MATCH MANGANESE IRONSPOT VELOUR MODULAR BRICK BYENDICOTT CLAY PRODUCTS


MP-1 PAC CLAD PAC-3000 CS (FIRE RETARDANT CORE) COLOR WELD 500 - PEWTER

MP = METAL PANEL


DEFS-1 STO/ DRYVIT LYMESTONE/ FINE SW7636 ORIGAMI WHITE

DEFS = DIRECT APPLIED EXTERIOR FINISH SYSTEM


CC-1 PAC CLAD PAC-2000F COLUMN COVER CHARCOAL

CC = COLUMN COVER


CB-1 PAC CLAD PAC-2000F COLUMN COVER (BASE) CHARCOAL

CB = COLUMN BASE COVER


WC-1 (BASE) LONGBOARD (BASE BID) 6" V-GROOVE LINEAR METAL CEILING LIGHT CHERRY

WC = WOOD CEILING MATERIAL


PT-1

PT = EIFS PAINT COLOR

STO/ DRYVIT LYMESTONE/ FINE SW7636 ORIGAMI WHITE


BR-1 ENDICOTT CLAY PRODUCTS CO. THIN BRICK, RUNNING BOUND, ON TABS II SYSTEM MANGANESE IRONSPOT VELOUR MODULAR

BR = BRICK


EIFS-1 STO/ DRYVIT LYMESTONE/ FINE SW7067 CITYSCAPE

EIFS = EXTERIOR INSULATION FINISH SYSTEM

ALPOLIC (ALTERNATE BID) QCP HARVEST TRAIL BAMBOOTIMBER SERIES

ALUCOBOND (ALTERNATE BID) CHESTNUTNATURAL WOOD GRAIN FINISH

PAC CLAD LIGHT OAKSMOOTH PANELS IN WOOD GRAIN FINISH

WC-1 (ALT 1)

WC-1 (ALT 2)

WC-1 (ALT 3)

LOCATION MAP

ISSUED FOR PERMIT100% CONSTRUCTION DOCUMENT SET

DATED: MARCH 19, 20211. T Title Sheet, Code Analysis, and Finish Schedule2. A200 Canopy and Vestibule Plans3. A300 Canopy and Vestibule Reflected Ceiling Plan

and Finish Schedule4. A800 Exterior and Canopy Details5. D900 Demolition Exterior Elevations6. D910 Demolition Exterior Elevations7. A900 Exterior Elevations8. A910 Exterior Elevations

9. E000 Electrical Symbols, Abbreviations, & Notes10. E200 Canopy Lighting Plan11. E210 Canopy Photometric Plan12. E220 Edge Element Lighting Plan13. E230 Edge Element Lighting Details

ARCHITECTURALChristopher Kidd and Associates, LLC

N48W16550 LISBON RD.MENOMONEE FALLS, WI 53051

PHONE 262.901.0505FAX 262.901.0510

HYATT SCHAUMBURG

1851 McCONNOR PARKWAYSCHAUMBURG, IL 60173

LOCATION MAP

NORTH

SITE

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These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

ARCHITECT

Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022

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TTITLE SHEET, CODE

ANALYSIS, AND FINISHSCHEDULE

SITE

ELECTRICALMichael P. Hahlbeck, P.E., LC, LEED GA, MIES

N48W16550 LISBON RD.MENOMONEE FALLS, WI 53051

PHONE 262.901.0505FAX 262.901.0510

,A -Niii 12 IChristopher Kidd and Associates, LLC-. RCHiTECTS EKCINEERS "'-At-'!. ! E n S

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* COMMUNITY DEVELOPMENT DEPARTMENT SUBMITTAL 06/24/2021

REMOVE ALL CANOPY COMPONENTS IN HATCHED AREA, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, LIGHTS,EXTERIOR CLADDING MATERIAL, ETC.

DEMOLITION CANOPY AND VESTIBULE PLAN KEY NOTES0.01

0.01 0.01

SAVE STEEL COLUMN - REMOVE AND DISCARD ALL EXTERIOR COMPONENTS AND MATERIALS

0.02

0.020.02

0.02

SAVE AND REUSE STRUCTURE ABOVE, INCLUDING DECK AND ANY INTERMEDIATE SUPPORT STRUCTURE0.03

0.030.03

SCALE:1 DEMOLITION CANOPY AND VESTIBULE PLAN1/4"=1'-0" SCALE:2 CANOPY AND VESTIBULE PLAN

1/4"=1'-0"

REMOVE HATCHED AREA CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS0.04

0.04

METAL PANEL CANOPY ROOF - SEE DETAILS ON SHEET A800 FOR MORE INFORMATION.

CANOPY AND VESTIBULE PLAN KEY NOTES1.01

1.01

COLUMN COVER - SEE DETAILS ON SHEET A800 FOR MORE INFORMATION1.02

1.02

1.021.02

1.02

34'-5

"V.I.

F.

24'-7

"V.I.

F.

23'-5" V.I.F.

16'-1" V.I.F.

3'-4

"V.I.

F.

3'-4" V.I.F.

0.02

CC-1

CC-1

CC-1

CC-1

MP-1

BR-1BR-1

BR-1

4A800

6A800

8A800

MP-1

MP-1

MP-1

REMOVE SLIDER - SAVE AND REUSE IN NEW PLAN CONFIGURATION0.05

0.05

REINSTALL EXISTING SLIDER THAT WAS SAVED FOR REUSE1.03

1.03

2'-0

"V

.I.F.

2'-0"V.I.F.

BR-1

2'-0"V.I.F.

2'-0"V.I.F.

4'-6

"V.I.

F.

2'-0"V.I.F.

4'-6

"V.I.

F.

NOTE: OVERHANG REQUIRED TODRAIN CANOPY ON VESTIBULE ROOF

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A200CANOPY AND

VESTIBULE PLANS


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SCALE:2 CANOPY AND VESTIBULE REFLECTED CEILING PLAN1/4"=1'-0"

WOOD METAL PANEL CEILING

CANOPY AND VESTIBULE REFLECTED CEILING PLAN KEY NOTES2.01

34'-5

"V.I.

F.

23'-5" V.I.F.

4'-0 1/2" V.I.F. 8'-0" V.I.F.

111/

2"V

.I.F.

4'-0 1/2" V.I.F.

33'-5

"V.I.

F.

22'-5" V.I.F.

2.01

DOWNLIGHT2.02

2.02

6'-0

"V.I.

F.6'

-0"V

.I.F.

6'-0

"V.I.

F.

1'-6

1/2"

V.I.

F.

BR-1BR-1

BR-1

CC-1

CC-1

CC-1

CC-1

WC-1

MP-1

MP-1

MP-1

MP-1

4A800

6A800

8A800

SCALE:2 CANOPY AND VESTIBULE ROOF PLAN1/4"=1'-0"

CANOPY AND VESTIBULE ROOF PLAN KEY NOTES3.01

3.01

34'-5

"V.I.

F.

23'-5" V.I.F.

MP-1

BR-1BR-1

4A800

8A800

MP-1

MP-1

SLO

PE

TOD

RA

IN

3.02

FULLY ADHERED TPO ROOF MEMBRANE OVER 6" RIGID INSULATION ON GYPSUM DECK BOARD

3.02

TAPERED ROOF INSULATION TO PROVIDE POSITIVE DRAINAGE TO STRUCTURE

3.03 ROOF SCUPPER TO DRAIN TO ROOF BELOW

3.03

3.04 RTU - SAVED DURING DEMOLITION AND REUSED. REINSTALL PER MANUFACTURER'S RECOMMENDATIONS.

3.04

3.05 METAL COPING TO MATCH COLOR OF METAL PANEL - PROVIDE SLOPE FOR POSITIVE DRAINAGE TO ROOF

3.05

3.05

3.05

3.05

BR-1

6'-0

"V.I.

F.

MP-1

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A300CANOPY AND VESTIBULE

REFLECTED CEILING PLANAND FINISH SCHEDULE


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PRE-FINISHED 2-PIECE CAPTO MP-1

PROVIDE NEW 6" METALSTUD FRAMING

WEATHER RESISTANTBARRIER

DEMO EXISTING PARAPET

PRE-FINISHED 2-PIECE CAPTO MATCH ADJACENT FINISHMATERIAL

PROVIDE NEW 6" METAL STUDON TOP OF EXISTING

DEFS-1

BREAK METAL IN LIGHT COVETO MATCH EIFS-1 - CURVEBRAKE METAL AT CORNER

EDGE LIGHTING

EIFS-1

LINE OF EXISTING ROOFBUILDING DECK

SPRAY INSULATION AT BOTTOMOF CAVITY

EIFS-1

LINE OFBUILDING

DEFS-1

EIFS FRAMED BUMPOUTBREAK METAL IN LIGHTCOVE TO MATCH EIFS-1 -CURVE BRAKE METAL ATCORNER

EIFS-1EDGELIGHTING

SCALE:4 DETAIL AT PORTE COCHERE PARAPET1"=1'-0"

2'-6

"

6"

ROOFING MEMBRANE

ROOFING INSULATION (R-30MIN.) OVER 5/8" GYPSUMROOF DECKING ON METALDECK

TWO LAYERS 3/4" FIRERETARDANT TREATEDPLYWOOD BLOCKING CUT ASREQUIRED

MP-1

EXISTING STEEL I-BEAM

EXTERIOR GRADE 5/8"GYPSUM SHEATHING

WC-1

T.O. CANOPY19'-10" A.F.F.

VA

RIE

SV

AR

IES

SCALE:3 DETAIL AT BUILDING PARAPET1"=1'-0" SCALE:2 SECTION DETAIL AT EDGE ELEMENT

1"=1'-0"

1'-0

"

SLOPE FOR POSITIVE DRAINAGE

1'-0

"

4'-6

"V.I.

F.

SCALE:1a PLAN DETAIL AT TOP OF EDGE ELEMENT1"=1'-0"

1'-0"

1'-6

"V.I.

F.

EIFS-1

PROVIDE NEW6" METAL STUDFRAMING

SLOPE FOR POSITIVEDRAINAGE

NEW 3 5/8" METAL STUDFRAMING

T.O. COPINGMATCH HEIGHT ONELEVATION, TYP.

SLOPE FOR POSITIVEDRAINAGE

PROVIDE NEW BLOCKING ASREQUIRED TO PROVIDECOPING SUPPORT

EIFS SHOWN ON DETAILMATERIAL MAY VARY PERLOCATION

4'-6" V.I.F.

21/

2"

EIFS-1

LINE OFBUILDING

DEFS-1

EIFS FRAMED BUMPOUT

BREAK METAL IN LIGHTCOVE TO MATCH EIFS-1 -CURVE BRAKE METAL ATCORNER

EIFS-1

EDGELIGHTING

SCALE:1b PLAN DETAIL AT BASE OF EDGE ELEMENT1"=1'-0"

1'-0"

3"V

.I.F.

EIFS-1

LINE OFBUILDINGDEFS-1

EIFS FRAMED BUMPOUT

EIFS-1

SCALE:1c PLAN DETAIL AT TOP OF EDGE ELEMENT1"=1'-0"

1'-6

"V.I.

F.

EXISTING COLUMN

CC-1

COLUMN CONNECTIONPER MANUFACTURER

CAULK AND BACKERROD AT COLUMN WRAPJOINTS, TYP.

CB-1 SHOWN DASHEDBELOW

CC-1

EXISTING COLUMN

COLUMN CONNECTION

CB-1

3'-4"

3'-4

"

SCALE:6 PLAN DETAIL AT COLUMN WRAP3/4"=1'-0"

SCALE:5 SECTION AT COLUMN BASE3/4"=1'-0"

2"6"

SCALE:8 BRICK PARAPET3"=1'-0"

SCALE:7 WINDOW HEAD TO BRICK CONNECTION3"=1'-0"SCALE:10 BASIS OF DESIGN - EIFS DETAIL

3"=1'-0"

6" METAL STUDS

SUBSTRATE

ADHESIVE

DRAINAGE PLANE - PROVIDEDRAINAGE BOARD, VERTICALNOTCHED TROWEL ADHESIVE, ORGROOVED BACK SIDE OF EPS/INSULATION BOARD TO PROVIDECAPILLARY BREAK BETWEENINSULATION AND DRAINAGE MEDIUM(WEATHER RESISTANT BARRIER)

INSULATION BOARD (R-7.5 C.I. MIN.) -BACK SIDE CAN BE PROVIDED INSMOOTH OR GROOVED. MOISTUREMUST BE ALLOWED TO DRAIN.

REINFORCING MESH

BASE COAT

PRIMER

FINISH COAT

EXISTING 1/2"

EXISTING GLAZING

BR-1

SEALANT ON BOTHSIDES OF FRAME, TYPICAL

PREFINISHED BRAKE METALFLASHING - CONTRACTORRESPONSIBLE FOR COUNTERFLASHING AT JAMB CONDITIONSAT ALL OPENINGS, AS WELL ASAT END DAM CONDITIONS. COLORTO MATCH WINDOW SYSTEM.

WATER RESISTIVE BARRIER

NOTE:ALL FLASHING SHOWN SHALL BESLOPED AND PITCHED FOR POSITIVEDRAINAGE, TYPICAL AT ALL FLASHINGLOCATIONS.

TWO LAYERS OF 3/4" FIRERETARDANT TREATED PLYWOODBLOCKING CUT AS REQUIRED

EXISTING WALLCONSTRUCTION

SCALE:9 WINDOW BASE TO BRICK CONNECTION3"=1'-0"

EXISTING 1/2"

NOTE:ALL FLASHING SHOWN SHALL BESLOPED AND PITCHED FOR POSITIVEDRAINAGE, TYPICAL AT ALL FLASHINGLOCATIONS.

EXISTING GLAZING

BR-1

SEALANT ON BOTHSIDES OF FRAME, TYPICAL

PREFINISHED BRAKE METALFLASHING - CONTRACTORRESPONSIBLE FOR COUNTERFLASHING AT JAMB CONDITIONSAT ALL OPENINGS, AS WELL ASAT END DAM CONDITIONS. COLORTO MATCH WINDOW SYSTEM.




EXISTING 1/2"

SLOPE FOR POSITIVE DRAINAGE

PRE-FINISHED METAL COPING


BR-1



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A800EXTERIOR AND CANOPY

DETAILS


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GENERAL DEMOLITION NOTES1. THE FOLLOWING DEMOLITION NOTES ARE NOT INCLUSIVE OF ALL DEMOLITION ITEMS. THEY ARE

HIGHLIGHTS TO THE CONTRACTOR TO DEFINE THE LEVEL OF DEMOLITION REQUIRED.CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO THE COMPLETION OF BIDDINGTO VERIFY THE EXTENT OF DEMOLITION REQUIRED FOR THE COMPLETION OF THE PROJECT.

2. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK ANDREQUEST CLARIFICATION OF ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS IN THECONSTRUCTION DOCUMENTS AND BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELDCONDITIONS. ADDENDA WILL BE ISSUED AS NECESSARY AND WILL BECOME PART OF THECONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THEARCHITECT IT WILL BE ASSUMED THAT THE CONTRACTOR HAS BID THE MORE EXPENSIVEMETHOD OF CONSTRUCTION.

3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, CITY, STATE,AND FEDERAL CODES. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM THE CITYBUILDING INSPECTION DEPARTMENT IF NECESSARY.

4. REMOVE ANY EXISTING JUNCTION BOXES, RACEWAYS, ETC. (BACK TO SOURCE POINTS) THATBECOME OBSOLETE WITH THE RESULT OF THE RENOVATION.

5. CONTRACTOR SHALL PROVIDE ANY SALVAGED MATERIALS TO OWNER FOR REUSE. VERIFY WITHOWNER PRIOR TO ANY DEMOLITION WORK.

6. REFER TO SHEET A700 FOR MORE INFORMATION ON NEW FINISHES.

7. CONTRACTOR SHALL REMOVE ANY EXISTING CEILING FINISHES, LIGHT FIXTURES, MECHANICALEQUIPMENT, EXHAUST FANS, DUCTWORK, PIPING, POWER, CONTROLS, AND APPURTENANCESTHAT BECOME OBSOLETE AS A RESULT OF THE RENOVATION. SEE ELECTRICAL AND MECHANICALDRAWINGS FOR MORE INFORMATION.HYATT PLACE

4.014.02

4.03

4.03

4.04 4.04 4.04 4.04

4.04

4.04 4.04 4.04 4.04

4.04

4.03

4.03

SAVE AND REUSE EXISTING SLIDERS IN NEW CONFIGURATION - PROTECT SLIDERS AT ALL COSTDURING CONSTRUCTION

DEMOLITION EXTERIOR ELEVATION KEY NOTES

REMOVE CANOPY IN ITS ENTIRETY EXCEPT CENTRAL COLUMNS, BEAMS, AND ANY SUPPORTSTRUCTURE, WHICH SHALL REMAIN INTACT THROUGHOUT THE CONSTRUCTION PROCESS

REMOVE EXISTING EIFS

4.01

4.02

4.03

HATCHED AREA REPRESENTS AREA OF BRICK, COPING, AND ROOFING THAT SHALL BE REMOVED -REMOVE BRICK DOWN TO LEVEL OF ADJACENT SURFACE4.04

4.05 REMOVE PORTION OF WALL CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS

4.06 EXISTING UNIT SHALL BE REMOVED AND SAVED FOR REUSE - GC SHALL PROTECT EXISTING UNITAT ALL COST FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS

4.07REMOVE CANOPY IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, DECK,LIGHTS, EXTERIOR CLADDING MATERIALS, ETC.

4.08COLUMNS AND STEEL BEAMS SHALL REMAIN IN CENTER OF EXISTING CANOPY STRUCTURE - SAVEDECK AS APPLICABLE TO THIS AREA AND KEEP FOUNDATION INTACT AT ALL TIMES FOR SAVEDCOLUMNS

4.05

4.04

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D900DEMOLITION EXTERIOR

ELEVATIONS

SCALE:1 DEMOLITION EXTERIOR NORTH ELEVATION3/32"=1'-0"

SCALE:2 DEMOLITION EXTERIOR SOUTH ELEVATION3/32"=1'-0"

HYATT PLACE

4.03

4.03

4.04 4.04 4.04

4.04

4.04

4.04

4.04

4.04

4.05

4.05

4.06

4.06

4.07

4.07

4.084.08

4.08 4.08

GENERAL DEMOLITION NOTES1. THE FOLLOWING DEMOLITION NOTES ARE NOT INCLUSIVE OF ALL DEMOLITION ITEMS. THEY ARE

HIGHLIGHTS TO THE CONTRACTOR TO DEFINE THE LEVEL OF DEMOLITION REQUIRED.CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO THE COMPLETION OF BIDDINGTO VERIFY THE EXTENT OF DEMOLITION REQUIRED FOR THE COMPLETION OF THE PROJECT.

2. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK ANDREQUEST CLARIFICATION OF ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS IN THECONSTRUCTION DOCUMENTS AND BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELDCONDITIONS. ADDENDA WILL BE ISSUED AS NECESSARY AND WILL BECOME PART OF THECONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THEARCHITECT IT WILL BE ASSUMED THAT THE CONTRACTOR HAS BID THE MORE EXPENSIVEMETHOD OF CONSTRUCTION.

3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, CITY, STATE,AND FEDERAL CODES. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM THE CITYBUILDING INSPECTION DEPARTMENT IF NECESSARY.

4. REMOVE ANY EXISTING JUNCTION BOXES, RACEWAYS, ETC. (BACK TO SOURCE POINTS) THATBECOME OBSOLETE WITH THE RESULT OF THE RENOVATION.

5. CONTRACTOR SHALL PROVIDE ANY SALVAGED MATERIALS TO OWNER FOR REUSE. VERIFY WITHOWNER PRIOR TO ANY DEMOLITION WORK.

6. REFER TO SHEET A700 FOR MORE INFORMATION ON NEW FINISHES.

7. CONTRACTOR SHALL REMOVE ANY EXISTING CEILING FINISHES, LIGHT FIXTURES, MECHANICALEQUIPMENT, EXHAUST FANS, DUCTWORK, PIPING, POWER, CONTROLS, AND APPURTENANCESTHAT BECOME OBSOLETE AS A RESULT OF THE RENOVATION. SEE ELECTRICAL AND MECHANICALDRAWINGS FOR MORE INFORMATION.

SAVE AND REUSE EXISTING SLIDERS IN NEW CONFIGURATION - PROTECT SLIDERS AT ALL COSTDURING CONSTRUCTION

DEMOLITION EXTERIOR ELEVATION KEY NOTES

REMOVE CANOPY IN ITS ENTIRETY EXCEPT CENTRAL COLUMNS, BEAMS, AND ANY SUPPORTSTRUCTURE, WHICH SHALL REMAIN INTACT THROUGHOUT THE CONSTRUCTION PROCESS

REMOVE EXISTING EIFS

4.01

4.02

4.03

HATCHED AREA REPRESENTS AREA OF BRICK, COPING, AND ROOFING THAT SHALL BE REMOVED -REMOVE BRICK DOWN TO LEVEL OF ADJACENT SURFACE4.04

4.05 REMOVE PORTION OF WALL CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS

4.06 EXISTING UNIT SHALL BE REMOVED AND SAVED FOR REUSE - GC SHALL PROTECT EXISTING UNITAT ALL COST FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS

4.07REMOVE CANOPY IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, DECK,LIGHTS, EXTERIOR CLADDING MATERIALS, ETC.

4.08COLUMNS AND STEEL BEAMS SHALL REMAIN IN CENTER OF EXISTING CANOPY STRUCTURE - SAVEDECK AS APPLICABLE TO THIS AREA AND KEEP FOUNDATION INTACT AT ALL TIMES FOR SAVEDCOLUMNS

4.04

4.04

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D910DEMOLITION EXTERIOR

ELEVATIONS

SCALE:1 DEMOLITION EXTERIOR EAST ELEVATION3/32"=1'-0"

SCALE:2 DEMOLITION EXTERIOR WEST ELEVATION3/32"=1'-0"

HYATT PLACE5.01 5.01 5.015.01

5.01

5.01 5.01 5.015.01

5.01

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02 5.02

5.02

5.02

5.02 5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02 5.02

5.025.02

5.02

5.02

5.02

5.02

5.02

5.03

5.03

5.03

5.03

5.03

5.03

5.03

5.03

5.03 5.03

5.065.04

HYATT PLACE

5.05

5.07

5.08 5.085.09

GENERAL NOTES1. ANY MATERIALS OR COLORS SELECTED THAT ARE NOT LISTED IN THIS DRAWING SET MUST BE

SUBMITTED TO THE OWNER AND ARCHITECT FOR APPROVAL.

2. ALL COPING/ PARAPET CAPS SHALL MATCH ADJACENT MATERIAL.

3. ALL PAINT COLORS ARE SELECTED FROM SHERWIN WILLIAMS.

2

1

1

1

1

1

1

1

1

2

2

2

2

2

2

22 2 2

2

2

2 2

2

2

2 2

2 2

2

2

2

2

2

2

2

2

2

2

2

2

2 22

2

2

2

2

2

2

2

2

2

2

2

11 11

33 3

55

FIRST FLOOREL. = 100'-0"

4

7

8

T.O. EDGE ELEMENTEL. = 160'-3"


T.O. EDGE ELEMENTEL. = 160'-3"

8

9

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

7

T.O. CANOPYEL. = 119-10"

B.O. CANOPYEL. = 117'-4"

5.11 5.11

1A800 2

A8003

A800

3A800

4A800

5A800

6

1aA800

1bA800

1cA800

5

1cA800

1cA800

NEW COPING CAP ON BRICK TO MATCH ADJACENT COLOR - SEE DETAILS ON SHEET A800

EXTERIOR ELEVATION KEY NOTES5.01

CLEAN AND TREAT EXISTING BRICK SURFACES IN THEIR ENTIRETY - PREP EXISTING BRICK TORECEIVE NEW STAIN FINISH5.02

REPAINT ALL EXISTING EIFS5.03

NEW EDGE ELEMENT WITH LIGHTING MADE OF EIFS SYSTEM TO MATCH CANOPY COLOR - SEEDETAILS ON SHEET A800.5.04

NEW SIGN - COORDINATE WITH SIGN CONTRACTOR5.05

REPLACE ALL VINYL LETTERS AND LOGO TO MATCH NEW SIGN5.06

NEW FLAT PANEL METAL PANEL SYSTEM WITH MATCHING COPING COLOR. - SEE 4/A8005.07

EXISTING COLUMN TO REMAIN5.08

REINSTALL EXISTING SAVED SLIDERS INTO NEW PLAN CONFIGURATION5.09

FINISH LEGEND - SEE TITLE SHEET FOR MATERIAL SPECS1 BRICK STAIN-1 (ST-1)

2 BRICK STAIN-2 (ST-2)

3 EIFS (EIFS-1)

4 METAL PANEL (MP-1) INSTALL ON MODIFIED DRIVE UP CANOPY - SEE DETAIL 4/A800

5 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS-1) - ON INSIDE FACE OF EIFS SYSTEM

6

8

COLUMN COVER (CC-1) - SEE DETAIL 6/A800

9

COLUMN BASE COVER (CB-1) - SEE 5/A800

7

BRICK (BR-1) INSTALL ON EXISTING VESTIBULE

10

WOOD CEILING MATERIAL (WC-1) - SEE SHEET A300

EIFS PAINT COLOR (PT-1)

CLAD VESTIBULE WITH BRICK BR-15.10

COORDINATE EXISTING SCUPPER IN FIELD WITH CORRUGATED INFILL PANEL5.11

EXISTING COLUMN TO BE PAINTED TO MATCH COLUMN COVER5.12

TOP OF CANOPY TO DRAIN ON VESTIBULE ROOF5.13

TAPER BACK EDGE ELEMENT - SEE DETAILS ON SHEET A8005.14

5.14SIM.

11 EIFS (EIFS-1) WITH 3/4" GROOVE EVERY 6'-8" O.C. HORIZONTALLY

NOTE:REMOVE AND REPLACE STONE MULCH AROUND PROPERTY.PROVIDE WOOD MULCH AROUND PROPERTY THAT ISCOMPLIANT WITH LOCAL CODE ORIDINANCES

5.01

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A900EXTERIOR ELEVATIONS

SCALE:1 EXTERIOR NORTH ELEVATION3/32"=1'-0"

SCALE:2 EXTERIOR SOUTH ELEVATION - BASE BID3/32"=1'-0"

HYATT PLACE

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.02

5.03

5.03

5.03

5.03

5.03

5.03

5.03

5.03

5.06

5.04

5.04

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

22

2

4

6

6 7 7

8 8

GENERAL NOTES1. ANY MATERIALS OR COLORS SELECTED THAT ARE NOT LISTED IN THIS DRAWING SET MUST BE

SUBMITTED TO THE OWNER AND ARCHITECT FOR APPROVAL.

2. ALL COPING/ PARAPET CAPS SHALL MATCH ADJACENT MATERIAL.

3. ALL PAINT COLORS ARE SELECTED FROM SHERWIN WILLIAMS.




T.O. EDGE ELEMENTEL. = 160-3"


T.O. EDGE ELEMENTEL. = 160-3"

4

77

88

9

9

10

10

10

10

10

10



5.10

5.10

5.12 5.12

5.01

5.01

5.13

5.13

5.125.12

3A800

3A800

4A800

4A800

5A800

5A800

1aA800

1bA800

8A800

7A800

9A800

8A800

7A800

9A800

5.07

5.07

4'-0"

1'-0"

5.14

5.01

5.01

NOTE:REMOVE AND REPLACE STONE MULCH AROUND PROPERTY.PROVIDE WOOD MULCH AROUND PROPERTY THAT ISCOMPLIANT WITH LOCAL CODE ORIDINANCES

NEW COPING CAP ON BRICK TO MATCH ADJACENT COLOR - SEE DETAILS ON SHEET A800

EXTERIOR ELEVATION KEY NOTES5.01

CLEAN AND TREAT EXISTING BRICK SURFACES IN THEIR ENTIRETY - PREP EXISTING BRICK TORECEIVE NEW STAIN FINISH5.02

REPAINT ALL EXISTING EIFS5.03

NEW EDGE ELEMENT WITH LIGHTING MADE OF EIFS SYSTEM TO MATCH CANOPY COLOR - SEEDETAILS ON SHEET A800.5.04

NEW SIGN - COORDINATE WITH SIGN CONTRACTOR5.05

REPLACE ALL VINYL LETTERS AND LOGO TO MATCH NEW SIGN5.06

NEW FLAT PANEL METAL PANEL SYSTEM WITH MATCHING COPING COLOR. - SEE 4/A8005.07

EXISTING COLUMN TO REMAIN5.08

REINSTALL EXISTING SAVED SLIDERS INTO NEW PLAN CONFIGURATION5.09

FINISH LEGEND - SEE TITLE SHEET FOR MATERIAL SPECS1 BRICK STAIN-1 (ST-1)

2 BRICK STAIN-2 (ST-2)

3 EIFS (EIFS-1)

4 METAL PANEL (MP-1) INSTALL ON MODIFIED DRIVE UP CANOPY - SEE DETAIL 4/A800

5 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS-1) - ON INSIDE FACE OF EIFS SYSTEM

6

8

COLUMN COVER (CC-1) - SEE DETAIL 6/A800

9

COLUMN BASE COVER (CB-1) - SEE 5/A800

7

BRICK (BR-1) INSTALL ON EXISTING VESTIBULE

10

WOOD CEILING MATERIAL (WC-1) - SEE SHEET A300

EIFS PAINT COLOR (PT-1)

CLAD VESTIBULE WITH BRICK BR-15.10

COORDINATE EXISTING SCUPPER IN FIELD WITH CORRUGATED INFILL PANEL5.11

EXISTING COLUMN TO BE PAINTED TO MATCH COLUMN COVER5.12

TOP OF CANOPY TO DRAIN ON VESTIBULE ROOF5.13

TAPER BACK EDGE ELEMENT - SEE DETAILS ON SHEET A8005.14

11 EIFS (EIFS-1) WITH 3/4" GROOVE EVERY 6'-8" O.C. HORIZONTALLY

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20113-01

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A910EXTERIOR ELEVATIONS

SCALE:1 EXTERIOR EAST ELEVATION3/32"=1'-0"

SCALE:2 EXTERIOR WEST ELEVATION3/32"=1'-0"

A AMPEREAL ALUMINUMAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHJ AUTHORITY HAVING JURISDICTIONAIC AMPERE INTERRUPTING CAPACITYALT ALTERNATEATS AUTOMATIC TRANSFER SWITCHAWG AMERICAN WIRE GAUGEBFC BELOW FINISHED CEILINGBFG BELOW FINISHED GRADEBLDG BUILDINGBRKR BREAKERC CONDUITCB CIRCUIT BREAKERCC CRASH CARTCCTV CLOSED CIRCUIT TELEVISIONCENT CENTRIFUGECKT CIRCUITCLG CEILINGCOF COFFEE MAKERCP CONTROL PANELCS COMBINATION STARTERCU COPPERDIA DIAMETERDISC DISCONNECTDN DOWNDW DISHWASHEREC ELECTRICAL CONTRACTOREM EMERGENCYEMT ELECTRIC METALLIC TUBINGEOL END OF LINE RESISTORER EXISTING REMOVE FROM SERVICEERL EXISTING RELOCATEDESR EXISTING SAVE FOR REUSEETR EXISTING TO REMAINEX EXISTINGEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATERFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFIXT FIXTUREFS FLOW SWITCHFT FOOT/FEETG GROUNDGC GENERAL CONTRACTORGEN GENERATORGFI GROUND FAULT INTERRUPTEDGFEP GROUND FAULT EQUIPMENT PROTECTORGFIB GROUND FAULT INTERRUPTED BREAKERGND GROUNDGRC GALVANIZED RIGID CONDUITGYP GYPSUM BOARDHACR HEATING, A/C & REFRIGERATIONHDMI HIGH DEFINITION MULTIMEDIA INTERFACEHL HOYER LIFTHOA HAND-OFF-AUTO SWITCHHORIZ HORIZONTALHP HORSEPOWERHVAC HEATING & VENTILATING CONTRACTORHZ HERTZID INDIRECTIG ISOLATED GROUNDIL INTERLOCKIMC INTERMEDIATE METALLIC CONDUITJB JUNCTION BOXKCMIL THOUSAND CIRCULAR MILSKV KILOVOLTKVA KILOVOLT AMPEREKW KILOWATTKWH KILOWATT HOURLCP LIGHTING CONTROL PANELLSI LONG SHORT INSTANTANEOUSLTG LIGHTINGLV LOW VOLTAGELVT LINE VOLTAGE THERMOSTATMAG MAGNETIC STARTERMAN MANUAL STARTERMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDP MAIN DISTRIBUTION PANELMIC MICROWAVEMLO MAIN LUGS ONLYMSB MAIN SWITCHBOARDMTD MOUNTEDMTS MANUAL TRANSFER SWITCHNC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNTS NOT TO SCALENU NEAR UNITOU ON UNITPB PUSHBUTTONØ PHASEPEND PENDANTPC PHOTO CONTROLPLBG PLUMBING CONTRACTORPNL PANELPVC POLY VINYL CHLORIDERAI REMAIN AS ISRE/CKT RECONNECT TO EXISTING CIRCUITRECEPT RECEPTACLEREF REFRIGERATORRM ROOMRVS REDUCED VOLTAGE STARTINGST SHUNT TRIPSURF SURFACESW SWITCHTC TIME CLOCKTI TENANT IMPROVEMENTTL TWIST LOCKTR TAMPER RESISTANTTYP TYPICALUCR UNDER COUNTER REFRIGERATORUG UNDERGROUNDUNIV UNIVERSALUON UNLESS OTHERWISE NOTEDUPS UNINTERRUPTIBLE POWER SUPPLYUSS UNIT SUBSTATIONV VOLT OR VOLTAGEWP WEATHERPROOFWR WEATHER RESISTANTXFMR TRANSFORMER

ABBREVIATIONSGENERAL ELECTRICAL REQUIREMENTS

A. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY CODE(NESC), NATIONAL FUEL AND GAS CODE (NFPA 54), INTERNATIONAL BUILDING CODE (IBC), STANDARD FORELECTRICAL SAFETY IN THE WORKPLACE (NFPA 70E), DOT REGULATIONS AND ALL APPLICABLE INDUSTRY,NATIONAL AND LOCAL CODES, LAWS AND AUTHORITIES HAVING JURISDICTION RELATING TO ANY PORTION OFTHIS PROJECT. CONTRACTOR TO FOLLOW THE MORE RESTRICTIVE REQUIREMENTS. CONTRACT DOCUMENTSINCLUDE PROVIDING LABOR, MATERIALS, EQUIPMENT, SERVICES, AND FEES NECESSARY FOR A COMPLETE ANDSAFE INSTALLATION OF THE ELECTRICAL WORK IN ACCORDANCE WITH THESE CODES, LAWS AND REGULATIONS.ALWAYS CONSULT THE APPLICABLE CODE OR STANDARD IN ITS ENTIRETY FOR COMPLETE INFORMATION ANDREQUIREMENTS.

B. MATERIALS, EQUIPMENT AND SYSTEMS SHALL BE UL LISTED WHEN APPLICABLE AND SHALL MEET ALLPERTINENT REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM), NATIONALELECTRICAL CODES (NEC), THE UNDERWRITERS LABORATORY (UL), THE NATIONAL ELECTRIC MANUFACTURERSASSOCIATION (NEMA), NATIONAL FIRE PROTECTION AGENCY (NFPA), AMERICAN NATIONAL STANDARDSINSTITUTES (ANSI), AND OTHER NATIONALLY RECOGNIZED AGENCIES AS WELL AS APPLICABLE LOCAL CODES.

C. ANYTHING DRAWN OR SPECIFIED SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY LOCAL MUNICIPAL ORSTATE LAW, REGULATION OR ORDINANCE WHICH GOVERNS THE INSTALLATION OF ANY ELECTRICAL OR RELATEDWORK. ITEMS SHALL NOT BE INSTALLED IN CONFLICT WITH THE NEC OR LOCAL UTILITY. RESOLVE ANY AND ALLCONFLICTS BEFORE INSTALLATION AT NO ADDITIONAL EXPENSE TO THE OWNER.

D. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED FOR THE QUALIFIED USE. CIRCUIT BREAKERINTERRUPT CAPACITY SHALL EQUAL OR EXCEED AVAILABLE FAULT CURRENT FROM UTILITY. SHORT CIRCUITRATINGS INDICATED ON SCHEDULES ARE FOR ESTIMATING PURPOSES ONLY, PROVIDE HIGHER RATINGS WHENREQUIRED BY UTILITY. AFTER INSTALLATION IS COMPLETE, BALANCE CIRCUIT LOADS EQUALLY (+/- 10%) ON ALLPHASES AT EACH PANEL.

E. AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS.ANY QUESTIONS, CONFLICTS, DELETIONS, AND DISCREPANCIES BETWEEN EQUIPMENT SUPPLIED AND THEINTENT OR FUNCTION OF THE EQUIPMENT, ETC. SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING FORCLARIFICATION. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, AND SUITABILITY OF ALLELECTRICAL SYSTEMS AND COMPONENTS AND SHALL INCLUDE IN THEIR ORIGINAL BID ALL REQUIREDMODIFICATIONS NECESSARY TO PROPERLY COMPLETE THEIR WORK.

F. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF ELECTRICAL MATERIALS AND EQUIPMENT FOREFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT REQUIRING POSITIONINGPRIOR TO CLOSING-IN THE BUILDING. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TOACCOMMODATE INSTALLATION OF ELECTRICAL EQUIPMENT AND MATERIALS. COORDINATE DELIVERY OFEQUIPMENT AND FIXTURES TO ACCOMMODATE THE PROJECT CONSTRUCTION SCHEDULE.

G. PROVIDE A SEPARATE CODE SIZED GREEN EQUIPMENT GROUND CONDUCTOR IN ALL CONDUITS AND RACEWAYSCONTAINING LINE VOLTAGE CIRCUITS. FOR ALL 20A CIRCUITS, EQUIPMENT GROUND CONDUCTOR SIZE SHALLMATCH PHASE CONDUCTOR SIZE. FOR CIRCUITS UPSIZED FOR VOLTAGE DROP INCREASE EQUIPMENTGROUNDING CONDUCTOR SIZE PER CODE.

H. ALL CIRCUITS REQUIRE A DEDICATED NEUTRAL (GROUNDED CONDUCTOR) WHICH SHALL BE WHITE OR GRAY INCOLOR. NEUTRAL CONDUCTORS SHALL NOT BE SHARED FOR ANY WIRING UNLESS FOR SYSTEMS FURNITUREREQUIRING A SHARED NEUTRAL. PROVIDE HANDLE TIE BREAKERS FOR THESE INSTANCES.

I. PRIOR TO ROUGH-IN, VERIFY MOUNTING HEIGHTS AND FINAL LOCATIONS WITH ARCHITECTURAL DETAILS ANDVENDOR DRAWINGS. VERIFY ELECTRICAL REQUIREMENTS (INCLUDING BUT NOT LIMITED TO, VOLTAGE, PHASE,AMPS, HP, KW, QUANTITY, ETC.) FOR ALL PROJECT SELECTED EQUIPMENT.

J. AREAS WHERE EXISTING CONCRETE SLAB IS TO BE CUT SHALL FIRST BE SCANNED WITH APPROPRIATEINSTRUMENTS TO DETERMINE THE PRESENCE OF ALL EXISTING UNDER FLOOR PIPING, CONDUIT, ETC. IF INNERSLAB PIPING OR CONDUIT IS DETECTED, THE AREA IS TO BE DEMOLISHED WITH HAND METHODS. PIPING ORCONDUIT CUT BY DEMOLITION ACTIVITY SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

K. IN ROOMS WITH ACOUSTICAL CEILING TILE, CONTRACTOR TO COORDINATE THE INSTALLATION OF CEILINGMOUNTED ELECTRICAL, HVAC, FIRE ALARM AND SPRINKLER DEVICES SO ONLY ONE DEVICE EXISTS PER CEILINGTILE; CENTERED WITHIN TILE.

L. ALL ELECTRICAL PENETRATIONS AT FIRE-RATED ASSEMBLIES SHALL BE THROUGH U.L. LISTEDNON-COMBUSTIBLE SLEEVES OR CONDUITS THAT ARE SECURELY FIRE-CAULKED AND SEALED IN PLACE AS A U.L.LISTED ASSEMBLY. JUNCTION BOXES WITHIN EITHER FACE OF FIRE-RATED WALLS SHALL BE FIRE-RATED ORHAVE A MINIMUM 24" CLEARANCE FROM EACH OTHER TYPICAL.

M. CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL CONDITIONS, WALL AND CHASE LOCATIONS ANDROOM FINISHES AND MAKE ACTUAL MEASUREMENTS ON THE JOB SO THAT ALL ELECTRICAL EQUIPMENT SUCHAS PANELBOARDS, SWITCHES, RECEPTACLES, LIGHTING FIXTURES, FIRE ALARM STATIONS, HORNS,ANNUNCIATORS, CONDUITS AND ACCESSORIES SHALL HAVE ADEQUATE CLEARANCES AS REQUIRED BY NECAND BY THE MANUFACTURER'S REQUIRED INSTALLATION PRACTICES. ALL EQUIPMENT SHALL BE CONNECTED INA WAY THAT ALLOWS AMPLE MAINTENANCE SPACE AND PASSAGE SPACE. DO NOT ROUTE PIPING, DUCTWORK,ETC. ABOVE ELECTRICAL PANELS.

N. THE ELECTRICAL CONTRACTOR SHALL COOPERATE CLOSELY WITH ALL OTHER TRADES TO EXPEDITECONSTRUCTION AND AVOID INTERFERENCES AND CONFLICTS. BEFORE ANY PIPING, DUCTWORK, CONDUIT, ETC.IS INSTALLED, IT SHALL BE COORDINATED CAREFULLY BETWEEN ALL TRADES.

O. FOR ALL WALL TYPES, REFER TO ARCHITECTURAL DRAWINGS.

P. ELECTRICAL CONTRACTOR TO PROPERLY SEAL ALL EXTERIOR RACEWAYS & CONDUITS TO PREVENT THEINFILTRATION OF WATER INTO THE ELECTRICAL DISTRIBUTION SYSTEM.

Q. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL OR IN RIGHT ANGLES TO THE BUILDINGSTRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN CEILING SPACE OR WALL CAVITY.

R. TYPE MC CABLE, IF USED, SHALL CONFORM TO THE INSTALLATION STANDARDS SET FORTH IN THE NATIONALARMORED CABLE MANUFACTURERS ASSOCIATION (NACMA); INSTALLATION STANDARD FOR TYPE AC & TYPE MCARMORED CABLES, IN ADDITION TO ALL APPLICABLE NATIONAL ELECTRIC CODE (NEC), UNDERWRITERSLABORATORY (UL) AND MUNICIPAL CODE REQUIREMENTS. SEE SPECIFICATIONS FOR SPECIFIC CABLEREQUIREMENTS. IN AREAS WHERE 0-10V DIMMING CONTROL IS REQUIRED THE POWER AND CONTROL CIRCUITSSHALL BE PROVIDED UNDER A SINGLE INTERLOCKED ARMOR. ALL POWER CONDUCTORS SHALL BE STRANDEDTHHN/THWN COPPER CONDUCTORS.

S. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS AND WITH THE REQUIREMENTSOF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN AMANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY.

T. THERE SHALL BE NO NOTCHING OF ANY FRAMING LUMBER, STUDS, JOISTS, RAFTERS, ETC. DRILLED HOLES MUSTNOT EXCEED 150 PERCENT OF THE PIPE SIZE. BORED HOLES SEE NEC ARTICLE 300-4(A)(1).

U. WHEN CONDUIT EXTENDS VERTICALLY THROUGH A PAVED OR CONCRETE SURFACE, A SLEEVE SHALL BEPLACED AROUND THE CONDUIT TO PREVENT DIRECT CONTACT WITH THE PAVED OR CONCRETE SURFACE TOHELP PREVENT DAMAGE CAUSED BY GROUND MOVEMENT.

V. UPDATE THE AS-BUILT DRAWING SET DAILY WITH JOB PROGRESS. SEE SPECIFICATION SECTION 16010, 3.04RECORD DRAWINGS FOR FURTHER INFORMATION.

W. ALL BRANCH CIRCUIT NEUTRAL & GROUND CONDUCTORS SHALL BE GROUPED IN ELECTRIC PANEL(S) ANDWIREWAY(S) WITH THE CORRESPONDING BRANCH CIRCUIT CONDUCTOR(S) THROUGH THE USE OF NYLON-TYPETIE WRAPS OR APPROVED ELECTRICAL TAPE.

X. PRIOR TO COMPLETION AND ACCEPTANCE OF THE FACILITY ALL INSTALLED SYSTEMS, DEVICES AND RELATEDITEMS SHALL BE TESTED AND OPERATED IN PLACE ON SITE. REPLACE ANY AND ALL CONTRACTOR-SUPPLIEDDEFECTIVE DEVICES, ITEMS OR SYSTEMS AT CONTRACTORS OWN EXPENSE BEFORE COMPLETION OF THEPROJECT. VERIFY CORRECT ROTATION OF ALL 3-PHASE MOTORS. BE AVAILABLE DURING INITIAL STARTUP OFALL EQUIPMENT ELECTRICALLY CONNECTED UNDER THIS CONTRACT WHETHER OR NOT START UP SERVICE ISBY OTHERS. ARRANGE WITH OWNER TO ENSURE EACH PIECE OF EQUIPMENT ELECTRICALLY CONNECTEDUNDER THIS CONTRACT IS STARTED AND CHECKED FOR PROPER ELECTRICAL OPERATION.

Y. ALL CABLES ROUTED THROUGH AREAS WITH EXPOSED CEILINGS OR THAT ARE OPEN TO STRUCTURE SHALLHAVE ALL LOW VOLTAGE CABLING CONCEALED IN EMT CONDUIT. PROVIDE FACTORY PREFINISHED BLUE COLORCONDUIT FOR ALL EXPOSED COMMUNICATIONS CABLING.

ELECTRICAL LIGHTING PLAN NOTES

A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEETA300 FOR EXACT LOCATION OF ALL LIGHT FIXTURES, AND CEILINGMOUNTED DEVICES.

B. ELECTRICAL CONTRACTOR SHALL WIRE NIGHT LIGHTS (NL) ANDEMERGENCY LIGHTS (EM) TO UNSWITCHED HOT LEG OF BRANCHCIRCUITS AS SHOWN.

C. ALL LIGHT SWITCH LOCATIONS SHALL HAVE A MINIMUM 3/4"CONDUIT TO AN ACCESSIBLE LOCATION ABOVE THE CEILING.

NO ENERGIZED WORK SHALL BE PERFORMED ON THE PROJECT. IF THEUTILITY SOURCE NEEDS TO BE DE-ENERGIZED TO SAFELY WORK ONEQUIPMENT THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITHTHE GENERAL CONTRACTOR AND THE UTILITY FOR AFTER-HOURSSHUTDOWN OF THE UTILITY SOURCE. IF OTHER TENANTS OR BUILDINGOCCUPANTS WILL BE AFFECTED BY THE SHUTDOWN THE ELECTRICALCONTRACTOR SHALL ALSO COORDINATE ALL REQUIREMENTS OF THEOTHER TENANTS AND/OR BUILDING OCCUPANTS. PROPER LOCK-OUTAND TAG-OUT PROCEDURES SHALL BE USED FOR ALL DE-ENERGIZEDWORK INCLUDING PROVIDING GROUNDING OF UTILITY SOURCES WHENWORKING ON DE-ENERGIZED SERVICE ENTRANCE EQUIPMENT.

*SPECIAL NOTE RELATIVE TO LIVE WORK*

GENERAL ELECTRICAL CONSTRUCTION NOTES

1. THE GENERAL NOTES SHALL BE PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND ARE TO BE REFERRED TO BY THECONTRACTOR. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF AND ACKNOWLEDGES HIS FAMILIARITY WITH ALLTHE GENERAL NOTES AS WELL AS ANY AND ALL DRAWING SHEET SPECIFIC NOTES BELOW.

2. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND THE REQUIRED INSTALLATION IS NOT LIMITED TO WHAT ISSHOWN. ALL APPURTENANCES NECESSARY TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM MUST BEINCLUDED IN THE CONTRACTOR'S ORIGINAL BID.

3. NO WORK SHALL BE PERFORMED PRIOR TO REVIEW AND APPROVAL OF ALL REQUIRED SHOP DRAWINGS,PRODUCT MATERIAL AND EQUIPMENT SUBMITTALS. ANY WORK INSTALLED PRIOR TO MEETING THESEREQUIREMENTS SHALL BE REMOVED BY CONTRACTOR WHERE DIRECTED BY CONTRACT ADMINISTRATOR.

4. LOCATION OF EXISTING AND PROPOSED SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMEDINDEPENDENTLY BY THE CONTRACTOR WITH THE UTILITY COMPANIES PRIOR TO COMMENCEMENT OFCONSTRUCTION. IF DISCREPANCIES EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING.

5. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED &DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES & LAWS.

6. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITHLOCAL GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRISFROM WASHING ONTO ADJACENT PROPERTIES FOR ALL UNDERGROUND CONSTRUCTION AND TRENCHINGACTIVITIES.

7. ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BY THE ELCTRICAL CONSTRUCTION ACTIVITIES SHALL BEREPAIRED OR REPLACED BY THE ELECTRICAL CONTRACTOR, WHETHER SPECIFIED ON THIS PLAN OR NOT.

8. CHRISTOPHER KIDD AND ASSOCIATES IS NOT RETAINED BY ANY PARTY FOR JOB SITE SAFETY OR AS ACONSTRUCTION SUPERVISION CONTRACTOR, NOR IS THE ENGINEER OF RECORD FOR THE SAME. CONTRACTORSHALL PERFORM ALL ITS ACTIVITIES IN A SYSTEMATIC AND SAFE MANNER IN ACCORDANCE WITH OSHAREQUIREMENTS, AND ANY CODES, RULES, REGULATIONS, AND OR LAWS OF THE APPLICABLE GOVERNINGJURISDICTIONS TO ENSURE THE PROTECTION AND SAFETY OF THE PUBLIC AND THE JOB SITE.

9. THE DRAWINGS REPRESENT THE BEST INFORMATION AVAILABLE TO THE ENGINEER. ALL DIMENSIONS AND SIZESSHALL BE FIELD VERIFIED. DO NOT SCALE FROM DRAWINGS. SMALL DEVIATIONS BETWEEN THE DRAWINGS ANDACTUAL CONDITIONS ENCOUNTERED SHALL BE RECONCILED DURING THE PERFORMANCE OF THE WORK ANDSHALL NOT CONSTITUTE REASON FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. NOTIFY THECONTRACT ADMINISTRATOR IF ACTUAL CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED ON THEDRAWINGS. CONTACT THE ENGINEER OF RECORD WITH ANY NEED FOR ADDITIONAL DIMENSIONS ORCLARIFICATIONS.

10. THE ENGINEER OF RECORD SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORKNOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ORPROCEDURES SELECTED NEITHER BY THE CONTRACTOR NOR FOR THE CONTRACTOR'S SAFETY PRECAUTIONSOR PROGRAMS IN CONNECTION WITH THE WORK. THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OFTHE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

11. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR ANY ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTOR, AND ANY ENTITY PERFORMING ANY PORTIONS OF THE WORK, OR ANY AGENTS OREMPLOYEES OF ANY OF THEM.

12. THE ENGINEER OF RECORD DOES NOT GUARANTEE THE PERFORMANCE OF THE CONTRACTOR AND SHALL NOTBE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM ITS WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS OR ANY APPLICABLE LAWS, CODES, RULES OR REGULATIONS.

13. PRIOR TO STARTING ANY CONSTRUCTION RELATED ACTIVITIES, THE CONTRACTOR SHALL ENSURE THAT ANY ANDALL PERMITS AND APPROVALS HAVE BEEN OBTAINED, AND/OR WILL OBTAIN THOSE THAT ARE TO BE OBTAINEDDURING CONSTRUCTION, BY AND OR FROM THE APPROPRIATE GOVERNING JURISDICTIONS‘ LEGALREQUIREMENTS. CONTRACTOR WILL ALSO RENEW ANY SUCH PERMITS. THE CONTRACTOR ASSUMES ALL RISKASSOCIATED WITH THE COMMENCEMENT OF CONSTRUCTION WITHOUT SATISFYING ALL OF THE LEGALREQUIREMENTS.

14. CONTRACTOR SHALL BE LIABLE FOR ANY COSTS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF THEVIOLATION OF ANY SUCH LEGAL REQUIREMENTS BY THE CONTRACTOR, ANY SUBCONTRACTORS OR ANYONE FORWHOM THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND SAVE HARMLESSTHE OWNER AND CHRISTOPHER KIDD AND ASSOCIATES AND THE ENGINEER OF RECORD FROM AND AGAINST ANYSUCH COSTS, DAMAGES, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES ANDDISBURSEMENTS, ATTRIBUTABLE TO ANY SUCH VIOLATION OR NONCOMPLIANCE BY CONTRACTOR OR ANYSUBCONTRACTOR, AS WELL AS ANY DELAY IN THE COMPLETION OF THE WORK. NO CONSTRUCTION RELATEDACTIVITIES SHOULD COMMENCE UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED THE ENTIRE CONTRACTDOCUMENTS AND THOROUGHLY REVIEWED THE APPROVALS AND PERMITS OBTAINED FROM THE APPROPRIATEGOVERNING JURISDICTIONS. CONTRACTOR SHALL MAINTAIN ALL SUCH PERMITS AND APPROVALS AT THE JOBSITE AT ALL TIMES AND MAKE SAME AVAILABLE UPON REQUEST.

15. THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT ANDSCHEDULING OF ANY AND ALL CERTIFICATIONS, TESTING, INSPECTIONS, ETC., INCLUDING THOSE THAT SHALL BEPERFORMED BY THIRD PARTIES, REQUIRED BY THE APPROPRIATE GOVERNING JURISDICTIONS DURING THECOURSE OF CONSTRUCTION OR FOR THE PURPOSES OF PROCURING SIGNOFFS, CERTIFICATE OF COMPLETIONSOR CERTIFICATE OF OCCUPANCY. IF THE CONTRACT DOCUMENTS OR ANY LAWS, RULES, ORDINANCES ORREGULATIONS OF ANY FEDERAL, STATE OR LOCAL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVERTHE WORK REQUIRE THAT ANY WORK BE INSPECTED OR TESTED, CONTRACTOR SHALL GIVE SUCH GOVERNINGENTITIES TIMELY NOTICE OF READINESS OF THE WORK FOR INSPECTION OR TESTING, COORDINATE AND FIX THEDATE FOR SUCH INSPECTION OR TESTING BY SUCH JURISDICTIONAL ENTITIES AND PROCURE THE NECESSARYMEANS TO HAVE SUCH INSPECTION OR TESTING PERFORMED TO THE SATISFACTION OF THE GOVERNINGJURISDICTIONAL ENTITIES.

16. WHEN CONSTRUCTION TAKES PLACE DURING BUSINESS HOURS, ADEQUATE PROVISION SHALL BE MADE FOR THESAFETY AND COMFORT OF OCCUPANTS. TEMPORARY SOUND BARRIERS SHALL BE PROVIDED WHERE INTENSEPROLONGED CONSTRUCTION NOISES WILL DISTURB BUILDING OCCUPANTS IN THE OCCUPIED PORTIONS OF THEBUILDING DURING BUSINESS HOURS.

17. WHEN CONSTRUCTION IS DONE AFTER HOURS OR ON WEEKENDS, THE FACILITY SHALL ASSURE THAT ALL AREASOF CONSTRUCTION ARE CLEANED THOROUGHLY AND A CLEAN SAFE ENVIRONMENT IS PROVIDED BEFORE STARTOF NEXT BUSINESS DAY.

18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN CLARIFICATION OF AN APPARENT CONFLICT ORINCONSISTENCY IN THE DRAWINGS, SPECIFICATIONS OR DESIGN PRIOR TO THEIR BID AND IN WIRING TO THEENGINEER. OTHERWISE, THE CONTRACTOR ACCEPTS RESPONSIBILITY TO CORRECT (AT HIS COST) ANY SUCHITEMS TO MEET THE INTENT AS INTERPRETED BY THE ENGINEER.

19. ALL DEVICE BACK BOXES TO BE MOUNTED FLUSH TO THE FINISH SURFACE AND PERPENDICULAR TO TO FINISHWALLS AND CEILING SURFACES USING STANDARD UL LISTED ELECTRICAL ASSEMBLIES AND ASSOCIATEDHARDWARE. ANY 'CUT-IN' STYLE BOXES USED IN REMODELING SITUATIONS SHALL BE INSTALLED WITH THEMOUNTING EARS FLUSH TO THE WALL SURFACE SO THE FINISH DEVICE SITS FLUSH TO THE WALL SURFACE.

20. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKETHE WORK COMPLETE AND SECURE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.

21. NOTIFY AND COORDINATE WITH OWNER BEFORE USING ANY VOLATILE OR FUME PRODUCING COMPOUNDS SUCHAS DUCT SEALANT, CLEANING FLUIDS AND INSULATION GLUE. PROVIDE MEANS OF TEMPORARY VENTILATION.

22. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE BUILDING, FIXTURES AND FINISHES CAUSED BY CONTRACTORDURING THE PERFORMANCE OF THE WORK. REPAIRS SHALL BE PERFORMED BY QUALIFIED TRADESMEN ANDSHALL BE COMPLETED IN A MANNER ACCEPTABLE TO THE CONTRACT ADMINISTRATOR.

23. WORK CALLED FOR IN THE SPECIFICATIONS, BUT NOT SHOWN ON THE DRAWING IN THEIR PRESENT FORM ORVICE VERSA, AND WORK NOT SPECIFIED IN EITHER THE CONTRACT SPECIFICATIONS OF DRAWINGS BUT INVOLVEDIN CARRYING OUT THEIR INTENT OR NECESSARY TO COMPLETE AND PROPERLY EXECUTE THE WORK ISREQUIRED AND SHALL BE PERFORMED AS THOUGH IT WERE SPECIFICALLY OUTLINED OR DESCRIBED.

24. WHERE JOB CONDITIONS REQUIRE CHANGES FROM THE CONTRACT DOCUMENTS THAT DO NOT CHANGE THESCOPE OF INSTALLATION OR NATURE OF WORK REQUIRED, THE CONTRACTOR SHALL MAKE SUCH CHANGESWITHOUT ADDITIONAL COST TO THE OWNER. NO OTHER CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSIONOF THE OWNER. PROVIDE ALL CONDUIT OFFSETS AND MISCELLANEOUS MATERIALS REQUIRED TO COORDINATEWITH BUILDING COMPONENTS AND WORK OF OTHER TRADES.

LED PENDANT LIGHT, SEE FIXTURE SCHEDULE

WALL MOUNTED LED LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY)

SUSPENDED 1X4 LED LIGHT (FIXTURE ID WITH'EM' DESIGNATES EMERGENCY)

CEILING MOUNTED 1X4 LED LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY), SEE FIXTURE SCHEDULE

EXTERIOR LED WALL MOUNTED LIGHT,SEE FIXTURE SCHEDULE

LED WALL SCONCE, SEE FIXTURE SCHEDULE

LED UNDERMOUNT TASK LIGHT, SEE FIXTURE SCHEDULE &UNDERCABINET TASK LIGHTING DETAIL IN DRAWING SET

RECESSED LED DOWN LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY), SEE FIXTURE SCHEDULE

RECESSED LED DOWN LIGHT WITH NIGHT LIGHT(FIXTURE ID WITH 'EM' DESIGNATES EMERGENCY), SEEFIXTURE SCHEDULE

LED EXIT SIGN WITH EMERGENCY EGRESSLIGHT, SEE FIXTURE SCHEDULE

LED EXIT SIGN, UNIVERSAL MOUNTING.SHADED SURFACE INDICATES FACE

LIGHTING PLAN SYMBOLS

Drafted By:

Checked By:

Date Drafted:

Project #:


ENGINEER

Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021

Copyright 2021

03/19/2021

20113-01

AE COA # 184003003

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E000ELECTRICAL SYMBOLS,

ABBREVIATIONS & NOTES


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· ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE, LED DRIVER TYPE (FULL RANGE DIMMING, ETC.), MOUNTING HEIGHT, AND MOUNTING ACCESSORIES BEFORE ORDERING FIXTURES (NO LIGHT FIXTURE SUBSTITUTIONS ALLOWED).

· EXTERIOR BUILDING EMERGENCY EGRESS FIXTURES SHALL BE CONNECTED TO INTERIOR MOUNTED INVERTER AS REQUIRED. SEE PLAN FOR LOCATION AND FURTHER INFORMATION.

· WHEN DIMMING FIXTURES WITH 0-10V CONTROL, (2) ADDITIONAL LOW VOLTAGE WIRES (GRAY AND PURPLE) SHALL BE INSTALLED FOR 0-10V CONTROL. PROVIDE COMPATIBLE DIMMER.

· LIGHT FIXTURE AND LIGHTING CONTROL DEVICE INTERCONNECTION SHOWN ON DRAWINGS IS FOR CLARIFICATION OF THE CONTROL INTENT AND MAY NOT REPRESENT THE ACTUAL WAY THE FIXTURES AND DEVICES ARE INTERCONNECTED ORANY REQUIRED POWER PACKS, RELAYS OR OTHER REQUIRED APPURTENANCES.

LED LIGHTING FIXTURE SCHEDULE NOTES

1. REFER TO SHEET E0.0 FOR LIGHTING PLAN SYMBOLS AND ABBREVIATIONS,FOR RELATED NOTES & MINIMUM REQUIREMENTS.

2. ELECTRICAL CONTRACTOR SHALL COORDINATE LIGHT FIXTUREPLACEMENT WITH EXISTING CANOPY STRUCTURE. ALL LIGHTS SHALL BEEQUIDISTANTLY PLACED AS SHOWN ON PLANS BASED ON EXISTINGCANOPY CONDITIONS.

3. CANOPY LIGHTING SHALL BE FED EITHER FROM EXISTING CANOPYLIGHTING CIRCUIT OR SPARE 120V CIRCUIT. EC SHALL LOCATE ANDDETERMINE EXACT LOCATION AND REQUIREMENTS FOR NEW CANOPYLIGHTING POWER PRIOR TO BID.

4. ELECTRICAL CONTRACTOR SHALL PROVIDE A DIMMING LIGHTING CONTROLRELAY PANEL TO CONTROL ALL EXTERIOR LIGHTING AS PART OF THISPROJECT. LIGHTING CONTROL PANEL SHALL RAMP EXTERIOR CANOPYLIGHTS UP FROM 0-100% OVER A 30 MINUTE PERIOD. EC SHALL PROVIDELIGHTING CONTROL PANEL WITH 120V RELAYS.

5. ELECTRICAL CONTRACTOR SHALL PROVIDE MYERS POWER SYSTEMSINVERTER 1-LVM-1-D MOUNTED ADJACENT TO PANEL. INVERTER SHALLPROVIDE EMERGENCY POWER TO EMERGENCY EGRESS FIXTURES ATCANOPY.

PLAN NOTESEXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS, SUCH ASARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS, MECHANICAL ANDELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND OTHER MISCELLANEOUSCONSTRUCTION, HAVE BEEN GATHERED AND TRANSFERRED FROM PREVIOUSCONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS BEEN COLLECTED ANDINTERPRETED WITH REASONABLE CARE, THE ARCHITECT AND ENGINEER DO NOTASSUME ANY EXPRESSED OR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATEDARE ENTIRELY COMPLETE, CORRECT AND REPRESENTATIVE OF THOSE ACTUALLYEXISTING. ALL CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL EXISTINGCONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE. PRIOR TOSUBMITTING BID, THE CONTRACTOR AND SUB-CONTRACTORS SHALL VISIT THE JOB SITEAND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OFTHE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONALREQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OFTHE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACT ADMINISTRATOR OF ANYDISCREPANCIES PRIOR TO SUBMISSION OF BID.

EXISTING CONDITIONS NOTE

-E1 CANOPY LIGHTING PLAN

E2E3 CANOPY LIGHT FIXTURE CUTSHEET

LIGHTING FIXTURE SCHEDULE

TYPELAMPS

Description Manufacturer Catalog NumberQty Catalog Number

C1 3448LM/862LM 5000K LED SURFACE MOUNTED EXTERIOR EDGE ELEMENT FIXTURE (PROVIDE 1FT/4FT SECTIONS AS REQUIRED) COLOR KINETIC 350-000014-15 (4FT), 350-000014-14 (1FT)D1 4000LM 3500K LED RECESSED 4" LED CANOPY DOWNLIGHT GOTHAM ICO4-40/15-AR-LSS-60D-120/277-EZ10

D1 EM 3200LM 3500K LED RECESSED 4" LED CANOPY DOWNLIGHT (PROVIDE EMERGENCY POWER VIA INTERNALLY MOUNTED INVERTOR) GOTHAM ICO4-40/15-AR-LSS-60D-120/277-EZ10

Drafted By:

Checked By:

Date Drafted:

Project #:


ENGINEER


Copyright 2021

03/19/2021

20113-01

AE COA # 184003003

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E200CANOPY LIGHTING PLAN


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-E1 CANOPY PHOTOMETRIC PLAN

-E2 CANOPY PHOTOMETRIC RENDERING

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5.8

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6.2

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15.7

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22.7

20.3

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13.8

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0.4

0.0

0.0

5.4

11.1

11.9

12.5

12.8

12.9

12.9

12.8

12.6

8.8

7.3

0.0

0.0

0.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.2

0.5

0.8

0.1

0.2

0.2

0.2

2.2

3.7

7.7

8.3

8.6

8.8

8.9

8.9

8.9

7.0

6.0

4.8

3.3

0.5

0.3

2.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.2

0.2

0.0

0.1

0.1

0.2

0.9

1.5

2.2

4.4

5.2

5.4

5.6

5.6

5.6

4.8

4.4

3.8

3.0

2.3

0.9

0.3

0.2

1.2

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.0

0.0

0.0

0.0

0.1

0.4

0.6

0.9

1.3

1.7

3.1

3.2

3.3

3.3

3.0

2.8

2.5

2.2

1.7

1.3

0.9

0.1

0.1

0.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.2

0.3

0.5

0.7

1.0

1.7

1.8

1.8

1.7

1.7

1.5

1.4

1.2

1.0

0.7

0.5

0.4

0.1

0.0

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.2

0.3

0.4

0.5

0.8

0.9

0.9

0.9

0.8

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.0

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.4

0.4

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

Drafted By:

Checked By:

Date Drafted:

Project #:


ENGINEER


Copyright 2021

03/19/2021

20113-01

AE COA # 184003003

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HYATT PLACE

-E1 EXTERIOR NORTH EDGE ELEMENT LIGHTING PLAN

1. REFER TO SHEET E0.0 FOR LIGHTING PLAN SYMBOLS AND ABBREVIATIONS,FOR RELATED NOTES & MINIMUM REQUIREMENTS.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE FIXTURE C1 WITHIN LIGHTCHANNEL AROUND THE LEFT AND TOP EDGE ELEMENT CONSTRUCTION.REFER TO DETAILS ON SHEET A800 FOR MORE INFORMATION.

3. ELECTRICAL CONTRACTOR SHALL DETERMINE EXACT LENGTHS OF COVELIGHTING THAT SHALL BE INSTALLED BASED ON EDGE ELEMENTCONSTRUCTION.

4. ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE DRIVERS IN 24X24"WEATHERPROOF JUNCTION BOX. THREE REMOTE DRIVERS SHALL BEPROVIDED FOR THE TOP OF THE EDGE ELEMENT AND TWO REMOTEDRIVERS SHALL BE PROVIDED FOR THE SIDE EDGE ELEMENT. THEREMOTE DRIVERS SHALL BE MOUNTED ON THE ROOF BEHIND THE ROOFPARAPET AND FEED TO FIXTURES VIA LEADER WIRE. EC SHALL PROVIDELEADER WIRE ACCESSORY AS REQUIRED.

5. ELECTRICAL CONTRACTOR SHALL PROVIDE A DIMMING LIGHTING CONTROLRELAY PANEL TO CONTROL ALL EXTERIOR LIGHTING AS PART OF THISPROJECT. EC SHALL PROVIDE LIGHTING CONTROL PANEL WITH 120VRELAYS.

PLAN NOTES

SEE PLANNOTE 2 & 3SEE PLAN

NOTE 2 & 3

SEE PLANNOTE 4

HYATT PLACE

-E2 EXTERIOR SOUTH EDGE ELEMENT LIGHTING PLAN - ALTERNATE BID

SEE PLANNOTE 2 & 3

SEE PLANNOTE 4

SEE PLANNOTE 2 & 3

Drafted By:

Checked By:

Date Drafted:

Project #:


ENGINEER


Copyright 2021

03/19/2021

20113-01

AE COA # 184003003

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-E1 EDGE ELEMENT LIGHT FIXTURE CUTSHEET

-E2 EDGE ELEMENT PHOTOMETRIC RENDERINGS

Drafted By:

Checked By:

Date Drafted:

Project #:


ENGINEER


Copyright 2021

03/19/2021

20113-01

AE COA # 184003003

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6-2

2-21

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:

This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.

No. Revision Notes Designer Date

11 X 17 TEMPLATE VERSION 8.9

DESIGN DRAWING of

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DEV-HYPL-00182Schaumburg, ILRodel B.

Tiffani S.

Hyatt Place

1851 McConnor Parkway

06-15-2021

1500 W. Embassy St. Anaheim, CA 92802 714.520.9144

91

1851 McConnor Parkway Schaumburg, IL 60173

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Tiffani S.

Hyatt Place


06-15-2021


92

SIGNAGE SPECIFICATIONSSITE PLAN

A

C

B

D

ILLUMINATED CHANNEL LETTERSManufacture and Install (1) Channel Letters



D/F ILLUMINATED MONUMENT SIGNManufacture and Install (1) Monument Sign

Wall Signs: There shall not be more than one wall sign for each building except where the building abuts two or more streets, additional such signs, one oriented to each abutting street, shall be permitted. A wall sign may be located on the outermost wall of the any building but shall not project more than siztenn inches from the wall to which the sign is to be affixed. Wall sign shall not exceed 10% of the area of the building wall, includingdoors and windows, to which the sign is to be affixed, or 200 sq ft, whichever is smaller. The gross surface area of a wall signmay be increased to 20% if such a wall sign consists only of individual characters w/o background, except that the gross surface area of the sign shall not exceed 200 sf.

Ground Sign: There shall not be more than one ground sign for each building. The gross surface area of a ground sign shall not exceed 100 sq ft for each face and shall not exceed a total of 200 sf. Ground sign cannot project higher than 15 ft as measured from the base of the sign.

B

A

D

C

N

CODE STANDARDS:

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Tiffani S.

Hyatt Place


06-15-2021


93

CUSTOMER APPROVAL

Customer Signature Date

NORTH ELEVATION @ ILLUMINATED CHANNEL LETTERS A

Scale: 1/16”=1’-0”

197'-4 3/8"

28'-2"

24"40"

±53'-5 1

/4"

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Tiffani S.

Hyatt Place


06-15-2021


95

CUSTOMER APPROVAL

Customer Signature Date

EAST ELEVATION @ ILLUMINATED CHANNEL LETTERS C

Scale: 1/16”=1’-0”

144'-5 1/8"

28'-2"

40"

±53'-5 1

/4"

24"

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Tiffani S.

Hyatt Place


06-15-2021


96

EXISTING PHOTO- SIGN D

NOTE: SURVEY NEEDED FOR ACCURATE REPRESENTATION.

NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS

PRIOR TO FABRICATION

PHOTO ENHANCEMENT- SIGN D

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Hyatt Place


06-15-2021


97

SMALL LOGO (19" to 45")LARGER LOGO (50 5/8" to 112 1/2")

FOR DIMENSIONSEE COLUMN -A-

FRONT VIEW @ ILLUM. CHANNEL LETTERS SCALE: NTS

MODEL # 1 - ILLUMINATED INDIVIDUAL LETTERS AND LOGO

LOGO SECTION DETAIL LETTER SECTION DETAIL

REMOTE

LETTER FACES:WHITE ACRYSTEEL

LOGO & LETTER RETURNS:PAINT, GUNMETAL GRAY SOLID

PER APPROVED SAMPLE

MVPTV2ND SURFACE HYATT PLACE YELLOWW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LAVENDERW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE BLUEW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE BLACKW/ 7725-12 OPAQUE BLACK VINYL

MVPTV2ND SURFACE HYATT PLACE PISTACHIOW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE ORANGEW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LIME GREENW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LIGHT GREENW/ #30 DIFFUSER

MVPTV = MIRATEC SYSTEMS PRINTED TRANSLUCENT VINYL

"COLOR DETAIL"

W/ APPLIED MIRATEC SYSTEM PRINTED TRANSLUCENT VINYL FIRST SURFACE

PAINED GUNMETAL GRAY SOLID

PAINTED GUNMETAL GRAY SOLID PER APPROVED SAMPLE

#FLNA70741

PER APPROVED SAMPLE

BAA B

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Tiffani S.

Hyatt Place


06-15-2021


98

SMALL LOGO (19" to 45")LARGER LOGO (50 5/8" to 112 1/2")

FOR DIMENSIONSEE COLUMN -A-

FRONT VIEW @ ILLUM. CHANNEL LETTERS SCALE: NTS

MODEL # 1 - ILLUMINATED INDIVIDUAL LETTERS AND LOGO

LOGO SECTION DETAIL LETTER SECTION DETAIL

REMOTE

LETTER FACES:1ST SURFACE 5590-122 DUAL-COLOR VINYL & 2ND SURFACE #30 DIFFUSER

LOGO & LETTER RETURNS:PAINT, GUNMETAL GRAY SOLID

PER APPROVED SAMPLE

MVPTV2ND SURFACE HYATT PLACE YELLOWW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LAVENDERW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE BLUEW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE BLACKW/ 7725-12 OPAQUE BLACK VINYL

MVPTV2ND SURFACE HYATT PLACE PISTACHIOW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE ORANGEW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LIME GREENW/ #30 DIFFUSER

MVPTV2ND SURFACE HYATT PLACE LIGHT GREENW/ #30 DIFFUSER

MVPTV = MIRATEC SYSTEMS PRINTED TRANSLUCENT VINYL

"COLOR DETAIL"

5590-122 DUAL-COLOR VINYL

W/ APPLIED MIRATEC SYSTEM PRINTED TRANSLUCENT VINYL FIRST SURFACE

PAINED GUNMETAL GRAY SOLID

PAINTED GUNMETAL GRAY SOLID PER APPROVED SAMPLE

#FLNA70741

PER APPROVED SAMPLE

CC

NTS Request Number:

Date: Project Name:

Address:

City / State / Zip:

Scale:

Drawn:




DESIGN DRAWING of

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Hyatt Place


06-15-2021


99

FACES:............... .125” ALUM. ROUTED FOR PUSH THRU, PTM GUNMETAL GRAY SOLIDRETURNS:.......... .125” ALUM. PTM GUNMETAL GRAY SOLIDBORDER:............ 1½” x 1½” x .125” FABRICATED ALUM. TUBE BORDER, PTM FACESGRAPHICS:......... .500” CLEAR ACRYLIC ENGRAVED TO PUSH THRU W/ VINYL, DIFFUSERILLUMINATION:.. PRINCIPAL STREET STIK DS WHITE LEDs

MONUMENT:

GENERAL SPECIFICATIONS:

ELECTRICAL SPECIFICATIONS:(10) PRINCIPAL STREET STIK DS LEDS (PL-OP2-JW3-P-ST-DS-24-TW)(2) PRINCIPAL POWER SUPPLIES (PL-60-12-U) @ 1.1 AMPS EA.(1) CUSTOMER PROVIDED 120V/20A/60HZ DEDICATED CIRCUIT REQUIRED TOTAL CIRCUIT LOAD:

2.2 AMPS @ 120 VAC

COLOR SPECIFICATIONS:

ALUMINUM BASE CLADDING BY GC

3M VINYL: #3630-20 WHITEPAINT: INTERIOR WHITE LEP

PAINT: #FLNA70741

GUNMETAL GRAY SOLID - PER APPROVED SAMPLE

GUNMETAL GRAY SOLID - PER APPROVED SAMPLE

PAINT: #FLNA70741

12

11

15

14

16

1318&

19

17

14

apply [01] layer of 3M 3630-015 "yellow" vinyl11

14 apply [01] layer of Arlon series 2500-22 "black" vinyl

15 apply [01] layer of 3m#3630-149 “light beige” vinyl

16 apply [01] layer of Arlon series 2500-84 "tangerine" vinyl

12 apply [01] layer of Arlon series 2100-75 "lavender" vinyl

apply [01] layer of Arlon series 2500-106 "brilliant green" vinyl17

13 apply [01] layer of 3M 3630-57 "olympic blue" vinyl

apply [01] layer of 3M 3630-136 "lime green", thenapply [01] layer of Arlon series 2500-2498 "light blue"on top of it to produce a "spring green"

18&

19

ISO VIEW

1 1/2"

1'-6"

3'-3"

3'-6"

1’-10

1/2

”

5'-6"

6'-2 1/2"

7'-9"

8'-0"

FRONT VIEW @ D/F ILLUM. MONUMENT SIGN W/ PUSH THRUScale: 1/2" = 1'-0" 44 sq.ft

SIDE VIEW

1/2”Ø-13 x 5”SADDLE BOLTS

PRINCIPAL 24” STREET STIKS(5 STICKS PER P.S.)

HSS STANDARD STEELPIPE (3.5” O.D., .216” WALL)

.500” CLEAR ACRYLICW/ VINYL & DIFFUSER

.125” ALUM. ROUTED OUT,PAINTED GUNMETAL (TBD)

REINFORCE W/ ALUM.ANGLE AS REQ’D

1” x 1” x .125”ALUM. TUBE BASE FRAME

SIDE VIEW: STRUCTURAL/ELECTRICAL DETAILS

10"

D

NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS

PRIOR TO FABRICATION

hyatt schaumburg

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