Delaware Ridge Elementary School

ARCHITECTURAL A101

ARCHITECTURAL FLOOR PLAN, DEMOLITION PLAN & DTLS

FE101

FINISH AND FIXED EQUIPMENT

ELECTRICAL E100 E101

SYMBOLS AND ABBREVIATIONS - MECHANICAL AND ELECTRICAL ELECTRICAL PLAN - ELECTRICAL

DRAWING REVISIONS: AD-01 AD-02 ASI-04 ASI-10

GENERAL NOTES 1) GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS, BETWEEN MULTIPLE SPECIFICATION SECTIONS AND/OR BETWEEN MULTIPLE DRAWINGS. THE ARCHITECT WILL DETERMINE WHICH SHALL GOVERN.

N. 131TH ST.

2) GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB SITE INCLUDING UTILITIES AND EXISTING STRUCTURES PRIOR TO BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION INCLUDING ALL SHORING AND BRACING REQUIRED TO RESIST REQUIRED VERTICAL AND LATERAL FORCES.

PARALLEL PKWY

A.B ABV ADJ AFF ALUM

MAS MASONRY MAT, MATL MATERIAL MAX MAXIMUM MECH MECHANICAL, MECHANISM MFGR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL

BD BLDG BTM

BOARD BUILDING BOTTOM

CABT CH CIP CJ

NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE

PROJECT CONTACT TBD (XXX) XXX-XXXX

CLG CMU COL CONC CONST CONT

CABINET COAT HOOK CAST-IN-PLACE CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS, CONTINUE

N NA NIC NO,# NOM NTS OA OFF OPER OPNG

OVERALL OFFICE OPERATOR, OPERABLE, OPERATING OPENING

ARCHITECT HTK Architects, PA

DBL DIA DIM DR DWG(S) DS(0) DTL

DOUBLE DIAMETER DIMENSION DOOR DRAWING (S) DOWNSPOUT (OUTLET) DETAIL

PARTN PBD PERIM PL PLAM PNL PWD

PARTITION PARTICLE BOARD PERIMETER PLATE PLASTIC LAMINATE PANEL PLYWOOD

QTY

QUANTITY

E EA EC EJ ELEC EL, ELEV EQ EQUIP EXP EXT EXIST,EX

EAST EACH ELECTRICAL CONTRACTOR EXPANSION JOINT ELECTRICAL ELEVATION EQUAL EQUIPMENT EXPANSION EXTERIOR, EXTERNAL EXISTING

R REF REFL REINF REQ'D RMS RO

RADIUS REFER TO, REFERENCE REFLECTED REINFORCING, REINFORCED REQUIRED ROOMS ROUGH OPENING

FIN FL,FLR FLRG FND FR FT FV

FINISH FLOOR FLOORING FOUNDATION FIRE RATED, FIRE RESISTIVE FEET OR FOOT FIELD VERIFY

S SC SF SHT SIM SPEC SQ SS STD STL STRUCT

SOUTH SAWCUT SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL

GA GALV GC GEN GL GYP

GAUGE GALVANIZED GENERAL CONTRACTOR GENERAL GLASS GYPSUM

TB TEMP TEXT THK TLT TYP

TACKBOARD TEMPERED, TEMPORARY TEXTURED THICK TOILET TYPICAL

UNO

UNLESS NOTED OTHERWISE

HC HD HD WD HM HT HORIZ HR

HANDICAPPED (ACCESSIBLE) HAND DRYER HARD WOOD HOLLOW METAL HEIGHT HORIZONTAL, HORIZONTALLY HOUR

V.C.T. VERT. V.W.C.

VINYL COMPOSITION TILE VERTICAL, VERTICALLY VINYL WALL COVERING

INT INTERM IWB

INTERIOR INTERMEDIATE INTERACTIVE WHITE BOARD

JT(S)

JOINT(S)

LT WT LT LWCMU

LIGHTWEIGHT LIGHT LIGHTWEIGHT CONCRETE MASONRY UNIT

GRAPHIC SYMBOLS NEW DOOR EXISTING DOOR

5/22/2018 4:27:15 PM

8) NO WALL FINISH OTHER THAN PAINT IS REQUIRED BEHIND CABINETS, CHALKBOARDS, TACKBOARDS, ETC UNLESS WALL BEHIND IS EXPOSED TO VIEW AND/OR WHERE NOTED OTHERWISE.

24

STATE AVE.

N. 126TH ST.

12) REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR REINFORCING STEEL IN MASONRY WALLS AND POURED CONCRETE.

PARTITION SCHEDULE NOTES ALL WALLS TO HAVE STANDARD JOINT REINFORCING 1-4 O.C. MAX.

2

REFER TO FRAME DETAILS ON ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAIL REQUIREMENTS.

3

REFER TO DIVISION 4 SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.

4

7

PLAN NOTES

6 INTERIOR ELEVATION MARKER: A202 = SHEET NUMBER 6 = DETAIL NUMBER

A202

1

SIM

DETAIL MARKS: 1 = DETAIL NUMBER A101 = SHEET NUMBER SIM = SIMILAR

A101

S1

STEEL FRAME MARK REFERENCE FRAME ELEVATIONS

A1

ALUMINUM FRAME MARK REFERENCE FRAME ELEVATIONS

REFER TO FINISH SCHEDULE FOR WALL FINISH.

6

ALL MASONRY PARTITIONS ARE 8" UNLESS NOTED OTHERWISE.

7

REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT AND GROUT REQUIREMENTS.

STRUCTURAL ENGINEER Bob D. Campbell & co.

4338 Belleview Ave Kansas City, MO 64111

DATE: JANUARY 15, 2018

PROJECT CONTACT TBD (XXX) XXX-XXXX

REVISED DATE: 4/27/2018

MECHANICAL, ELECTRICAL, PLUMBING ENGINEER Smith & Boucher Engineers 25501 W Valley Pkwy Suite 200 Olathe, KS 66061 PROJECT CONTACT MECHANICAL TBD PROJECT CONTACT ELECTRICAL TBD PROJECT CONTACT - PLUMBING TBD PROJECT CONTACT - TELECOM TBD PROJECT CONTACT - FIRE ALARM TBD (XXX) XXX-XXXX

Note: Keynotes are drawn from a master list & may not be sequentially numbered. Sizes (Ex: 2x4) or other info. following keynote on drawings indicates criteria for those materials/locations which may differ from std. material specified.

042000-1 FACE BRICK -3 CONCRETE MASONRY UNIT-LIGHTWEIGHT ( ") -8 BOND BEAM ( ") -9 COMPRESSIBLE FILLER 079200-1 JOINT SEALANT - RAKE WHERE REQUIRED -2 JOINT FILLER -3 GASKET -4 BACKER ROD 081113 -1 HOLLOW METAL DOOR -2 HOLLOW METAL FRAME -3 FRAME ANCHOR 088000-1 GLAZING (AS SCHEDULED) 092216 -1 STEEL STUD ( ") -2 STEEL STUD RUNNER ( ") -3 FURRING CHANNEL 092900-1 GYPSUM BOARD ( ") -7 METAL EDGE TRIM -8 AUXILIARY SUPPORT FRAMING -9 METAL CONTROL JOINT -10 HIGH IMPACT GYPSUM BOARD

101419 -1 123216 -1

DIMENSIONAL CHARACTERS PLASTIC LAMINATE CLAD MANUFACTURED CASEWORK -2 HIGH PRESSURE LAMINATE -3 CABINET LINER LAMINATE -4 PARTICLE BOARD -5 3MM EDGING -6 SOLID WOOD BLOCKING -7 STEEL TUBE LEG/FRAME -8 TOE SPACE GRILLE -9 GROMMET -10 PLYWOOD -11 COUNTERTOP -12 HARDWOOD -13 BRACKET 123623.13-1 PLASTIC-LAMINATE- CLAD COUNTERTOP 123661.16-1 SOLID SURFACE COUNTERTOP -2 COUNTER L-BRACKET

MATERIALS

TB - 4' MB - 6'

TB-4': TACKBOARD - 4' LENGTH.

GROUT

MR - 4'TS - 6'

MB-6': MARKER BOARD - 6' LENGTH. (NOTE: MOUNT BOTTOM @ 2'-6" A.F.F. U.N.O.) TS: TACK STRIP - 6' LENGTH

LIGHT WEIGHT CONCRETE MASONRY UNIT

1i

MR - 4': MAP RAIL 4'-0" MOUNT @ 6'-6" A.F.F.

WOOD FRAMING OR BLOCKING

CASEWORK DESIGNATION; NUMBER INDICATES UNIT NUMBER IDENTIFIED IN MANUFACTURED CASEWORK SCHEDULE. REFERENCE SPECIFICATIONS.

FINISH WOOD

EQUIPMENT OR FURNISHINGS SHOWN ON FLOOR PLANS. INDICATES FURNISHINGS BY OWNER (N.I.C.) ON FIXED EQUIPMENT PLANS FURNITURE TAG, WHEN FURNITURE IS INCLUDED IN CONTRACT

www.htkarchitects.com

PROJECT CONTACT Charley Sexton (913) 663-5373

CONCRETE (ELEVATION/SECTION)

REFER TO DETAILS ON ARCHITECTURAL DETAIL DRAWINGS FOR ADDITIONAL DETAIL REQUIREMENTS.

5

9300 W. 110th St., Suite 150 Overland Park, KS 66210

GLASS TYPE - REFERENCE GLASS SCHEDULE ON SHEET A501

1

MASONRY GENERAL NOTES 1

DOOR MARK - REFERENCE DOOR AND FRAME SCHEDULE LOCATION OF SYMBOL ON PAIR OF DOORS INDICATES THE ACTIVE LEAF

1

9) PROVIDE WALL BASE AT ALL CABINETS, SHELVING AND COLUMNS; AND AS SCHEDULED.

11) CONTINUE CONTROL JOINTS, INCLUDING SEALANTS, ABOVE CEILING ELEVATIONS FOR FULL HEIGHT OF WALL OR PARTITION.

101

101 (60)

7) ALL INTERIOR CONCRETE MASONRY PARTITIONS AND ALL MASONRY BACK-UP FOR EXTERIOR WALLS ARE LWCMU UNLESS NOTED OTHERWISE.

N. 130TH ST.

C:\Users\bah\Documents\Local Revit Files\PH2 DRES_Central_2017_htk-bah.rvt

6) MASONRY PARTITIONS ARE TYPE M8a UNLESS INDICATED OTHERWISE.

DELAWARE PKWY

WEST WITH WOOD WINDOW WITH OUT WHERE OCCURS WEIGHT

2200 S. 138th st Bonner Springs, KS 66012

KEYNOTES

5) MASONRY DIMENSIONS ARE NOMINAL UNLESS INDICATED OTHERWISE.

10) PROVIDE LINTELS (REF. STRUCTURAL AND MISC. LINTEL SCHEDULE) FOR ALL OPENINGS IN MASONRY WALLS FOR FIRE EXTINGUISHER CABINETS, LOUVERS, GRILLES, DOORS, ETC.

W W/ WD WDW W/O WO WT

9300 W 11OTH ST. STE. 150 OVERLAND PARK, KANSAS 66210 P 913.663.5373

PA

ARCH @

ANCHOR BOLT ABOVE ADJACENT ABOVE FINISH FLOOR ALUMINUM ANGLE ARCHITECTURAL AT

4) ALL ARCHITECTURAL FLOOR PLAN DIMENSIONS ARE FROM FACE OF CONCRETE, MASONRY AND FINISHED DRYWALL.

7

OWNER Bonner Springs Edwardsville School District USD 204

PLYWOOD

SHEET CONTENTS: TITLE SHEET

GLASS (ELEVATION/SECTION) GYPSUM BOARD (ELEVATION/SECTION)

HTK PROJECT NUMBER: 1705.01.03

SHEET NUMBER:

G101 FOR CONSTRUCTION SET

1601 N. 130TH ST. KANSAS CITY, KS 66109

TITLE SHEET

NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS OF REFERENCED STANDARDS, REGULATORY AGENCIES, ASSOCIATIONS AND OTHERS

900 S. KANSAS AVE., SUITE 200 TOPEKA, KANSAS 66612 P 785.266.5373

G101

PROJECT CONTACTS

BONNER SPRINGS / EDWARDSVILLE USD 204 BOND PROJECTS 2017

INFORMATION

ABBREVIATIONS

DELEWARE RIDGE ELEMENTARY - SECURE ENTRY: BID PACKAGE 1

SHEET INDEX

ARCHITECTS

DELEWARE RIDGE ELEMENTARY SECURE ENTRY

* * * *

MARK

A

TYPE 1 15/16"

1/4" Clear Tempered

STOP WIDTH

1 1 15/16" EXIT DEVICE

2"

NOTE:

EQ * EQ 1 15/16"

STOP WIDTH

1 15/16"

1) REF. PARTITION SCHED. 2) REF. STEEL FRAME ELEVS. FOR PROFILE APPLICATION. 3) SCHED. FOR FRAME WIDTH.

4'-0" R.O. F.V.

A

B

NG

6

S1

6

6

5

5 SLIDING WINDOW INSERT S3

S2

101419 -1 123216 -1

DIMENSIONAL CHARACTERS PLASTIC LAMINATE CLAD MANUFACTURED CASEWORK -2 HIGH PRESSURE LAMINATE -3 CABINET LINER LAMINATE -4 PARTICLE BOARD -5 3MM EDGING -6 SOLID WOOD BLOCKING -7 STEEL TUBE LEG/FRAME -8 TOE SPACE GRILLE -9 GROMMET -10 PLYWOOD -11 COUNTERTOP -12 HARDWOOD -13 BRACKET 123623.13-1 PLASTIC-LAMINATE- CLAD COUNTERTOP 123661.16-1 SOLID SURFACE COUNTERTOP -2 COUNTER L-BRACKET

9300 W 11OTH ST. STE. 150 OVERLAND PARK, KANSAS 66210 P 913.663.5373

1'-6"

6"

B

1/2"

1

AS REQ'D

2"

Field verify conditions at all exist. openings & modify as req'd to fit.

All steel welded frames are 3/4" wider than the nominal wall width - u.n.o All doors are 1 3/4" thick unless noted otherwise.

Letters in parentheses ( ) A, B, C, D, E, & F at top of various columns in the schedule are for column identification & are clarified as follows: (A) To identify DOOR TYPES refer to DOOR TYPES this sheet.

(B) For DOOR MATERIAL AND FRAME MATERIAL: HM = Hollow Metal W = Wood (C) To identify FRAME TYPES refer to STEEL FRAME ELEVATIONS & ALUM. FRAME ELEVS. (D) FRAME DETAILS are referenced and shown as follows, unless noted otherwise: Frame Details are referenced in Door and Frame Schedule, and shown on this sheet. Steel Frame Profiles are referenced on Steel Frame Elevations, and shown on this sheet.

Glass types are shown on Frame Elevations.

(E) SCHEDULE NOTES: 1. ALIGN W/ EXISTING OPENING. ATTEMPT TO COURSE WITH NEW CMU

AS REQ'D

4"

1/2"

5

042000-1 FACE BRICK -3 CONCRETE MASONRY UNIT-LIGHTWEIGHT ( ") -8 BOND BEAM ( ") -9 COMPRESSIBLE FILLER 079200-1 JOINT SEALANT - RAKE WHERE REQUIRED -2 JOINT FILLER -3 GASKET -4 BACKER ROD 081113 -1 HOLLOW METAL DOOR -2 HOLLOW METAL FRAME -3 FRAME ANCHOR 088000-1 GLAZING (AS SCHEDULED) 092216 -1 STEEL STUD ( ") -2 STEEL STUD RUNNER ( ") -3 FURRING CHANNEL 092900-1 GYPSUM BOARD ( ") -7 METAL EDGE TRIM -8 AUXILIARY SUPPORT FRAMING -9 METAL CONTROL JOINT -10 HIGH IMPACT GYPSUM BOARD

www.htkarchitects.com

GLASS SCHEDULE

1/2"

5

REF. SCHED.

6'-0" R.O.

DOOR & FRAME SCHEDULE NOTES

1/2"

EQ

900 S. KANSAS AVE., SUITE 200 TOPEKA, KANSAS 66612 P 785.266.5373

PA 3/4" 1/2"

REF. SCHED.

2'-8"

1 1

B

-

3'-10" R.O. F.V.

-

EQ

2'-8"

4 4

9'-4" R.O. F.V.

A

3 3

Notes

REF. SCHED.

S1 S1

RATING

REF. SCHED.

HM HM

OTHER (D)

8"

W W

HEAD (D)

3'-10"

NG NG

TYPE (C)

Note: Keynotes are drawn from a master list & may not be sequentially numbered. Sizes (Ex: 2x4) or other info. following keynote on drawings indicates criteria for those materials/locations which may differ from std. material specified.

EQ * EQ

1 15/16"

3'-4"

7'-2" 7'-2"

MATERIAL (B)

KEYNOTES

1 15/16"

2"

3'-0" 3'-0"

MATERIAL (B)

STOP WIDTH

3/4"

100 101

TYPE (A)

1 15/16"

DETAILS JAMB (D)

1/2"

PLAN MARK

FRAME

STOP WIDTH

2"

DOOR OPENING SIZE W H

1 15/16"

ARCHITECTS

DOOR AND FRAME SCHEDULE

C

STEEL FRAME PROFILES

DOOR TYPES

STEEL FRAMES

042000-8

042000-8 1/4"

079200-1, TYP. ALL SIDES SLIDING WINDOW INSERT

S3 5

6 A101

079200-1, TYP. ALL SIDES

081113-2

S2

LOBBY 103

081113-2, GROUT FULL

085113-1

HEAD

HEAD

SILL

SILL

088000-1 (W.O.)

088000-1

088000-1, WHERE OCCURS 081113-2

085113-1

5

WORKROOM 104

042000-3; (EXISTING W.O.) 079200-1, TYP. ALL SIDES

079200-1, TYP. ALL SIDES

042000-3

042000-3

101

BULLNOSE TO MATCH EXIST

3

S2 RECEPTION 101

CORRIDOR 102

INT. MASONRY HEAD/SILL DTL

4

1 1/2" = 1'-0"

INT MASONRY JAMB DTL 1 1/2" = 1'-0"

5

TRANSFER WINDOW HEAD/SILL DTL

DATE: JANUARY 15, 2018

1 1/2" = 1'-0"

REVISED DATE: 4/27/2018

5 VESTIBULE 100

081113-2 081113-2 081113-2

079200-1&4; ALL SIDES 088000-1

042000-3(EXIST) H.M. FRAME SLIDING WINDOW INSERT 088000-1

ARCHITECTURAL PLAN NOTES

1

ARCHITECTURAL FLOOR PLAN - SECURE ENTRY

6

1/4" = 1'-0"

GENERAL: COORDINATE WITH WORK SHOWN ON STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, REF. FE SHEET FOR EQUIP. COORDINATION

TRANSFER WINDOW JAMB DTL 1 1/2" = 1'-0"

1

REMOVE EXISTING WINDOW & FRAME. PREP OPENING FOR NEW CONSTRUCTION.

2

REMOVE EXISTING WINDOW & FRAME. SAWCUT MASONRY AND REBUILD HEAD AND JAMBS FOR NEW CONSTRUCTION.

3 4 5

REMOVE EXISTING DESK AND CASEWORK. PREP AFFECTED AREA FOR NEW CONSTRUCTION. REMOVE EXISTING FLOOR FINISH & BASE. PREP CONCRETE TO RECEIVE NEW FINISH. MATCH & COURSE IN NEW MASONRY. MAINTAIN EXISTING CONTROL JOINTS WHERE PRESENT.

2

5/22/2018 4:27:09 PM

C:\Users\bah\Documents\Local Revit Files\PH2 DRES_Central_2017_htk-bah.rvt

1

LOBBY 103

WORKROOM 104 2 4

GENERAL DEMOLITION NOTES 4 3

4

CORRIDOR 102

RECEPTION 101

2

VESTIBULE 100

ASST PRINCIPAL 105

AREA OF RENOVATION

2

DEMOLITION PLAN - SECURE ENTRY KEY PLAN

1/4" = 1'-0"

NOTE: REFER TO STRUCTURAL DRAWINGS FOR REINFORCING STEEL IN EXTERIOR WALLS AND CONCRETE NOT SHOWN

NOTE: REFER TO ALL DETAILS (DETAILS LOCATED ON THIS SHEET, PRECEEDING SHEETS AND FOLLOWING SHEETS) FOR APPLICABLE NOTES NOT SHOWN

NOTE: REFER TO ALL SECTIONS (SECTIONS LOCATED ON THIS SHEET, PRECEEDING SHEETS AND FOLLOWING SHEETS) FOR APPLICABLE NOTES NOT SHOWN

A) WALLS & STRUCTURE NOTED TO REMAIN SHALL BE BRACED & SUPPORTED AS NECESSARY DURING DEMO & UNTIL NEW CONSTRUCTION IS IN PLACE. B) PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION. C) REPAIR SURFACES ADJACENT TO DEMOLITION AREAS AS REQUIRED TO MATCH ADJACENT FINISHES. D) COORDINATE DEMOLITION WORK WITH NEW WORK. E) REF. MECHANICAL, ELECTRICAL & PLUMBING FOR EXTENT OF RELATED DEMOLITION. REPAIR ALL WALLS/FLOOR/CEILING PENETRATIONS WHERE DEVICES/EQUIPMENT/ETC. WAS REMOVED. MATCH ADJ. FINISH & MATERIAL. F) REF. STRUCT FOR RELATED DEMOLITION. G) WHEN REPLACING SURFACE TO MATCH ADJACENT, MAKE NEW SURFACE FLUSH WITH ADJACENT UNLESS NOTED OTHERWISE. H) SOME NEW CONSTRUCTION WILL REQUIRE REMOVAL/CUTTING AND ADDITIONAL DEMO WORK NOT SHOWN ON DEMO SHEETS. REF. ENTIRE SET FOR DEMOLITION. I) FIELD VERIFY EXTENT OF DEMO ITEMS BEFORE BIDDING. J) DEMO WALLS & DOORS SHOWN DASHED IN AREA'S OF NEW WORK. CONSULT ARCHITECT FOR ANY DISCREPANCIES OR QUESTIONS. K) WALLS, SLABS, CEILING, ETC. WITHIN RENOVATION AREAS NOT CALLED FOR DEMO SHALL BE PATCHED & REPAIRED TO MATCH ADJ. SURFACES & FINISHES, TYP. PRIOR TO FINISHING AS SCHED. L) WHERE NEW FINISHES ARE INDICATED ON PLANS, SPECIFICATIONS, OR SCHEDULES, ANY EXISTING FINISHES IN CONFLICT SHALL BE DEMOLISHED. CONTRACTOR SHALL FEILD VERIFY EXTENT OF EXISTING FINISHES PRIOR TO BIDDING.

SHEET CONTENTS: ARCHITECTURAL FLOOR PLAN, DEMOLITION PLAN & DTLS

HTK PROJECT NUMBER: 1705.01.03

SHEET NUMBER:

A101 FOR CONSTRUCTION SET

1601 N. 130TH ST. KANSAS CITY, KS 66109

ASST PRINCIPAL 105

042000-3 (EXIST)

BONNER SPRINGS / EDWARDSVILLE USD 204 BOND PROJECTS 2017

1/4"

1/4"

9'-4" R.O. + -

DELEWARE RIDGE ELEMENTARY - SECURE ENTRY: BID PACKAGE 1

100

7'-0"

B2a

B27a

4"

1"

1 1/2"

TB-6

17

24

19

B28a

22

B27a

9 B2a

FE101

2'-0"

DOOR B2

FILE DRAWER B27

FILE DRAWER B28

a) 36W x 30H x 24D

a) 18W x 30H x 24D

a) 18W x 30H x 24D

4"

FE101

2'-10"

B2a

WORKROOM 104 127 SF

B27a

B27a

B28a

1'-8"

1'-2"

9A

14

3" FE101

9A

101419 -1 123216 -1

DIMENSIONAL CHARACTERS PLASTIC LAMINATE CLAD MANUFACTURED CASEWORK -2 HIGH PRESSURE LAMINATE -3 CABINET LINER LAMINATE -4 PARTICLE BOARD -5 3MM EDGING -6 SOLID WOOD BLOCKING -7 STEEL TUBE LEG/FRAME -8 TOE SPACE GRILLE -9 GROMMET -10 PLYWOOD -11 COUNTERTOP -12 HARDWOOD -13 BRACKET 123623.13-1 PLASTIC-LAMINATE- CLAD COUNTERTOP 123661.16-1 SOLID SURFACE COUNTERTOP -2 COUNTER L-BRACKET

www.htkarchitects.com

2'-6"

042000-1 FACE BRICK -3 CONCRETE MASONRY UNIT-LIGHTWEIGHT ( ") -8 BOND BEAM ( ") -9 COMPRESSIBLE FILLER 079200-1 JOINT SEALANT - RAKE WHERE REQUIRED -2 JOINT FILLER -3 GASKET -4 BACKER ROD 081113 -1 HOLLOW METAL DOOR -2 HOLLOW METAL FRAME -3 FRAME ANCHOR 088000-1 GLAZING (AS SCHEDULED) 092216 -1 STEEL STUD ( ") -2 STEEL STUD RUNNER ( ") -3 FURRING CHANNEL 092900-1 GYPSUM BOARD ( ") -7 METAL EDGE TRIM -8 AUXILIARY SUPPORT FRAMING -9 METAL CONTROL JOINT -10 HIGH IMPACT GYPSUM BOARD

LOBBY 103

9300 W 11OTH ST. STE. 150 OVERLAND PARK, KANSAS 66210 P 913.663.5373

Note: Keynotes are drawn from a master list & may not be sequentially numbered. Sizes (Ex: 2x4) or other info. following keynote on drawings indicates criteria for those materials/locations which may differ from std. material specified.

BASE CABINETS:

900 S. KANSAS AVE., SUITE 200 TOPEKA, KANSAS 66612 P 785.266.5373

PA

ARCHITECTS

KEYNOTES

5

TYP. CASEWORK ELEVATIONS 1/2" = 1'-0"

BACK RABBETED INTO SIDES

CASEWORK COLOR LEGEND PLASTIC LAMINATE COLORS (123216)

SOLID SURFACE (123661.16)

PLAM B: MFR: WILSONART COLOR: PORTICO TEAK 8210K-28

9 ASST PRINCIPAL 105 154 SF

HANDLES PER SPECIFICATIONS ALL CASEWORK DOOR AND SHELF EDGES PER SPEC'S DRAWER RAIL SIDES DOVETAILED INTO SUBFRONT & BACK AT ALL CORNERS- REF. SPEC'S

SS2: MFR: WILSONART COLOR: KIMBERLITE 9215CE

PLAM C: MFR: WILSONART COLOR: CARBON MESH 4880-38 NOTE:

DRAWER BOTTOM DADOED INTO ALL DRAWER RAILS WEB SPACER/DRAWER-DOOR STOP W/ FACED EDGE

- PLAM B TYP AT ALL CABINETS, UNO.

TOE SPACE 3" DEEP x 4" HIGH (TYP.)

- PLAM C TYP AT ALL COUNTERTOPS, UNO.

POLYESTER GLIDES BOTTOM DADOED INTO SIDES

FINISH AND FIXED EQUIPMENT PLAN

10

NORTH

1/4" = 1'-0"

TYP. BASE CABINET NOT TO SCALE

123216-2; PLAM B

ROOM FINISH SCHEDULE LEGEND

123661.16-1; SS2 FLOOR EXIST NO NEW FINISH; EXISTING TO REMAIN CPT3 CARPET TILE TYPE 3

ROOM FINISH SCHEDULE WALLS

EXIST CPT3 CPT3 EXIST EXIST EXIST

BASE RB RB RB RB EXIST EXIST

EXIST LPT LPT EXIST EXIST EXIST

EAST EXIST LPT LPT EXIST EXIST EXIST

SOUTH EXIST LPT LPT LPT EXIST EXIST

WEST LPT LPT LPT EXIST EXIST EXIST

NOTES

WALLS EXIST NO NEW FINISH; EXISTING TO REMAIN LPT LATEX PAINT

1

3'-2"

VESTIBULE RECEPTION CORRIDOR LOBBY WORKROOM ASST PRINCIPAL

FLOOR

1

Delaware Ridge 101419-1; 10" H, HELVETICA, FLAT CUT ALUM CHARACTERS

14 FLOOR FINISH PLAN LEGEND

RECEPTION DESK - FRONT ELEVATION

096513-1

1/2" = 1'-0"

PLAM B

123619.13-2

123661.16-1; SS2

PLAM B (TYP)

NOTE: FLOOR FINISH PATTERNS ARE SYMBOLIC OF MATERIAL. THE PATTERNS SHOWN DO NOT INDICATE DESIRED PATTERN OF ACTUAL FLOOR MATERIALS. REFER TO SPECIFICATIONS AND FLOOR FINISH DETAILS FOR ACTUAL PATTERNS.

123619.13-2

123216-5 & PLAM C (TYP)

123216-5 & PLAM C (TYP)

123619.13-2

PLAM B (TYP)

4" 2'-6"

1. REPLACE DAMAGED EXISTING RUBBER BASEAND ADD NEW RUBBER BASE TO NEW WALL CONSTRUCTION. PAINT NEW WALL CONSTRUCTION.

B2a

B28a

2'-1"

17

5'-0"

1'-6"

2"

B27a

B2a

B27a

1'-6"

3'-0"

1'-6"

B28a

RECEPTION DESK - NORTH ELEVATION

19

1/2" = 1'-0"

ACCENT PAINTING LEGEND

1'-1"

123216-4 (1/2")

9

13

14

PAINT 9 (ACCENT COLOR): MFR: SHERWIN WILLIAMS COLOR: SW6244 NAVAL PAINT 13 (FIELD COLOR) MFR: SHERWIN WILLIAMS COLOR: SW6120 BELIEVABLE BUFF

PAINT 14 (TRIM COLOR) MFR: SHERWIN WILLIAMS COLOR: SW7525 TREE BRANCH

092216-1 (5 1/2" @ 16" O.C.) 101419-1

123216-9; 2" TYP 2'-5 1/2"

096513-1

RECEPTION DESK - EAST ELEVATION 1/2" = 1'-0"

123619.13-2

6'-0"

2'-8"

123623.13-1; CLAD W/ PLAM C

1"

123216-5;TYP AT ALL COUNTER EDGES

1"

123216-5; TYP AT ALL COUNTER EDGES TB-6

092900-1 (5/8") 092216-1 (3'-5/8" @ 16" O.C.) 123216-4 (1/2") 123216-4 (1/2"); CLAD WITH PLAM B

123661.16 (SS2) 092216-1 (3 5/8" @ 16" O.C.)

B27a

123623.13-1; CLAD W/ PLAM C

PLAM C COUNTER & 123216-5; TYP. AT ALL COUNTER EDGES

123216-1; PLAM B

096513-1

096513-1

4"

PAINT ACCENT WALL

B28a

6"

2'-6"

X

1'-0"

123661.16 (SS2)

B27a

2'-0 1/2"

123216-1; PLAM B 123216-4 (1/2") PAINT WALL "X" PAINT COLOR

B28a

10"

ROOM FINISH SCHEDULE NOTES

2'-6"

C:\Users\bah\Documents\Local Revit Files\PH2 DRES_Central_2017_htk-bah.rvt 5/22/2018 4:27:12 PM

1'-0"

EXIST - NO NEW FINISH; EXISTING TO REMAIN CPT3 - CARPET TILE 3

PROVIDE SOLID SURFACE SILL @ NEW SLIDE WINDOW. REF SPEC 122413.

2

PROVIDE GROMMET AT TOP OF CABINET.

FIXED EQUIPMENT GENERAL NOTES A. ALL SCHEDULED HEIGHTS ARE FROM FLOOR TO TOP OF CASEWORK UNIT (U.N.O.). HEIGHT OF CASEWORK SHALL BE MEASURED TO TOP OF FINISHED COUNTERTOP. B. REF. SPECS & DETAILS FOR TYP. CASEWORK CONSTRUCTION. C. FIELD VERIFY ALL LOCATIONS & ADJUST UNIT DIMENSIONS AS REQUIRED TO FIT. D. PROVIDE PLASTIC LAMINATE ON SURFACES OF CASEWORK EXPOSED TO VIEW. E. PROVIDE CONTINUOUS COUNTERTOP & 4" HIGH BLACK SPLASH AND/ OR SIDESPLASH WHERE ABUTS VERTICAL WALL SURFACE; ALL B ITEMS. F. TYP. TOEKICK 4" HIGH UNLESS OTHERWISE NOTED. G. PROVIDE P.LAM COUNTERTOP WITH APPROPRIATE SUPPORT FOR LENGTH OF COUNTER, USE IN CONJUNCTION WITH WALL CLEATS & MTL. COUNTERTOP SUPPORTS. H. PROVIDE COUNTERTOP ON ALL WALL CABINETS MOUNTED AT 60" A.F.F. OR LOWER I. ALL CABINETS ARETO BEON GLIDES AND NOT ATTACHED TO THE COUNTER ABOVE.

DATE: JANUARY 15, 2018 REVISED DATE: 4/27/2018

123216-2; PLAM B

WALL BASE EXIST NO NEW FINISH; EXISTING TO REMAIN RB RESILIENT BASE (4" HIGH)

4"

100 101 102 103 104 105

ROOM NAME

NORTH (or TYP)

123216-5 & PLAM C (TYP)

2'-6"

ROOM MARK

1

ADJUSTABLE SHELF STANDARDS

- ALL COLORS LISTED ARE BASIS-OF-DESIGN REFER TO SPECS FOR APPROVED ALTERNATES

1

GENERAL: COORDINATE WITH WORK SHOWN ON STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, REF. FE SHEET FOR EQUIP. COORDINATION

123619.13-2

096513-1

PLAM B, TYP.

SHEET CONTENTS: FINISH AND FIXED EQUIPMENT

PAINT GENERAL NOTES:

096513-1 -WHERE NO ACCENT IS NOTED, USE FIELD COLOR. - ALL DOORFRAMES AND TRIM ETC ARE TO BE PAINTED PAINT 14 (TRIM COLOR)

22

RECEPTION DESK - SECTION THRU HIGH COUNTER 3/4" = 1'-0"

23

RECEPTION DESK - SECTION THRU LOW COUTER 3/4" = 1'-0"

24

RECEPTION DESK - WEST ELEVATION 1/2" = 1'-0"

5 1/4"

B2a

B2a

3'-0"

3'-0"

B27a

1'-7 1/2"

B28a

2'-9 5/8" +/F.V.

NOTE: REFER TO STRUCTURAL DRAWINGS FOR REINFORCING STEEL IN EXTERIOR WALLS AND CONCRETE NOT SHOWN

NOTE: REFER TO ALL DETAILS (DETAILS LOCATED ON THIS SHEET, PRECEEDING SHEETS AND FOLLOWING SHEETS) FOR APPLICABLE NOTES NOT SHOWN

NOTE: REFER TO ALL SECTIONS (SECTIONS LOCATED ON THIS SHEET, PRECEEDING SHEETS AND FOLLOWING SHEETS) FOR APPLICABLE NOTES NOT SHOWN

HTK PROJECT NUMBER: 1705.01.03

SHEET NUMBER:

FE101 FOR CONSTRUCTION SET

1601 N. 130TH ST. KANSAS CITY, KS 66109

9A

3/4"x3" WEB FRAME & FASTENING BLOCK

FIXED EQUIPMENT PLAN NOTES

BONNER SPRINGS / EDWARDSVILLE USD 204 BOND PROJECTS 2017

FE101

VESTIBULE 100

DELEWARE RIDGE ELEMENTARY - SECURE ENTRY: BID PACKAGE 1

CORRIDOR 102

RECEPTION 101

B27a

23

B28a

9A

PA

JUNCTION BOX

DOOR POSITION SWITCH

ARCHITECTS

3/4" CONDUIT

TOP OF DETECTOR ACCEPTABLE HERE

CEILING HEIGHT

EGRESS DEVICE

NON-ADJUSTABLE THERMOSTAT WALL PHONE JACK WITH SIDE ACCESSIBILITY

COORDINATE EXACT ROUGH IN FOR EACH DOOR WITH DOOR HARDWARE PROVIDER.

ELECTRIC STRIKE CARD READER/KEY PAD DEVICE MOUNTED ON SINGLE GANG BOX

WALL MOUNTED OPERABLE DEVICES

KEYPADS

1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE TYPICAL UNLESS SHOWN OTHERWISE ON THE PLANS. ABOVE COUNTER DEVICES

48"

NOTES:

POWER/COMMUNICATION DEVICES AND SYSTEMS FURNITURE OUTLETS.

TELEVISION OUTLET (UNLESS NOTED OTHERWISE ON PLANS)

2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. JUNCTION BOX FOR CONCEALED DURESS BUTTONS

ELEVATION

VISUAL UNIT (FIRE ALARM NOTIFICATION DEVICES) DEVICE 80" ABOVE HIGHEST FLOOR LEVEL OR 6" BELOW CEILING WHICH EVER IS LOWER (ADA 1993). BOTTOM OF DEVICE 80" AFF (NFPA).

AUDIO UNIT (FIRE ALARM NOTIFICATION DEVICE) TOP OF UNIT AT LEAST 90" AFF OR 6" BELOW CEILING WHICH EVER IS LOWER (NFPA).

AUDIO/VISUAL UNIT (FIRE ALARM NOTIFICATION DEVICE) LOCATION DETERMINED BY VISUAL UNIT REQUIREMENTS (NFPA).

PULL STATION (FIRE ALARM ACTIVATION DEVICE) HIGHEST OPERABLE PART SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR (FRONT APPROACH) ADA 1993. OPERABLE PART (T-HANDLE) SHALL BE NOT LESS THAN 42" AFF (NFPA).

WALL MOUNTED OPERABLE DEVICES OPERABLE DEVICES SHALL BE LOCATED 48" AFF. TO THE TOP OF OPERABLE PORTION OF DEVICE. WALL MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: ADJUSTABLE THERMOSTATS. LIGHTING SWITCHES/DIMMERS/CONTROLS PUSH BUTTONS OTHER CONTROL OR "CALL" DEVICES POWER/COMMUNICATION DEVICES: OUTLETS SHALL BE LOCATED 16" AFF TO THE BOTTOM OF THE BOX. "ABOVE COUNTER" DEVICES SHALL BE LOCATED AT 48" TO THE TOP, OR 2" ABOVE BACKSPLASH TO THE BOTTOM OF THE BOX WHEN LOCATED ABOVE FIXED CASEWORK. (PLAN DESIGNATION ).

VERIFY W/ ARCHITECTURAL DETAILS. VERTICAL ORIENTATION IS STANDARD, UNLESS SPECIFIED OTHERWISE ON PLAN.

DATE: April 27, 2018 REVISED DATE: TERMINATE RACEWAY WITH BONDING BUSHING. BOND TO TELECOMMUNICATIONS OR ELECTRICAL GROUND.

LAY-IN OR ACCESSIBLE CEILING (IF INACCESSIBLE. EXTEND TO ACCESSIBLE LOCATION OR INSTALL ACCESS PANEL.)

WALL (CMU, CONCRETE OR GYP BOARD) INSTALL OUTLET AT NORMAL RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. RE: PLANS FOR MOUNTING HEIGHTS. SIZE AND TYPE PER PLANS AND SPECIFICATIONS, 1" RACEWAY MINIMUM. TERMINATE AT BACKBOX WITH INSULATION BUSHING. OUTLET (PER PLANS AND DIVISION 27 SPECIFICATIONS)

GROUT JOINT SUCH THAT COVER PLATE HAS A FLAT SURFACE FLOOR

1601 N. 130TH ST. KANSAS CITY, KS, 66109

BONNER SPRINGS / EDWARDSVILLE USD 204 BOND PROJECTS 2017

REFER TO DRAWINGS FOR ALLOCATIONS.

SHEET CONTENTS: SYMBOLS AND ABBREVIATIONS MECHANICAL AND ELECTRICAL

HTK PROJECT NUMBER: 1705.01.03

smith&boucher 25501 west valley parkway, suite 200 olathe, ks 66061 phone 913.345.2127 fax 913.345.0617 project number 1723105

SHEET NUMBER:

E100 FOR CONSTRUCTION SET

3. EXISTING CONDUIT MAY REMAIN IF ALL THE FOLLOWING ARE TRUE: A. IT CAN BE REUSED TO FEED DEVICES INSTALLED UNDER THIS CONTRACT. B. DOES NOT INTERFERE WITH OTHER TRADES. C. WAS ORIGINALLY INSTALLED MEETING SPECIFICATIONS RELATED TO THIS PROJECT. D. WILL NOT BE EXPOSED IN A FINISHED AREA (UNLESS NOTED OTHERWISE).

4. DEVICES SHOWN FULL TONE OR NOTED ELSEWHERE IN THE DOCUMENTS TO BE REMOVED OR DEMOLISHED SHALL BE REMOVED AS FOLLOWS. ALL WIRING BACK TO CONTROL DEVICE, PANELBOARD, OR NEAREST J-BOX TO REMAIN. ALL CONDUIT (ABOVE GRADE) BACK TO CONTROL DEVICE OR NEAREST J-BOX TO REMAIN. AT J-BOXES WHERE CONDUIT HAS BEEN REMOVED, PROVIDE KNOCKOUT PLUGS. IF CONDUIT ORIGINATES AT A PANELBOARD, STUB-UP FROM PANELBOARD TO NEAREST COUPLER OR J-BOX TO REMAIN AS SPARE, UNLESS NOTED OTHERWISE.

www.htkarchitects.com

2. DEVICES AND LIGHT FIXTURES TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER (AT OWNER'S REQUEST).

ALL DEVICES, LIGHT FIXTURES, CONDUIT AND CONDUCTORS NOT REQUESTED TO BE RETAINED BY THE OWNER SHALL BE PROPERLY DISPOSED OF OFF THE SITE.

9300 W 11OTH ST. STE. 150 OVERLAND PARK, KANSAS 66210 P 913.663.5373

ARCHITECTS

1. DEVICES SHOWN HALF TONE AND CONTINUOUS ARE EXISTING TO REMAIN. DEVICES FULL TONE AND DASHED ARE EXISTING TO BE DEMOLISHED OR REMOVED AS NOTED. DEVICES SHOWN WITH 'ER' ARE EXISTING TO BE RELOCATED IN NEW WORK.

900 S. KANSAS AVE., SUITE 200 TOPEKA, KANSAS 66612 P 785.266.5373

PA

DEMOLITION PLAN NOTES:

5. ITEMS INDICATED ON DEMOLITION PLANS ARE BASED ON AS-BUILTS DRAWINGS AND FIELD OBSERVATION AND ARE INTENDED TO GIVE THE BIDDER A GENERAL REPRESENTATION OF EXISTING CONDITIONS. DEMOLISH ADDITIONAL ITEMS NOT SHOWN ON DRAWINGS, BUT WHICH MUST BE REMOVED TO COMPLETE THE PROJECT. 6. MAINTAIN POWER TO END-OF-LINE OR DOWNSTREAM LIGHT FIXTURES TO REMAIN. PROVIDE RACEWAYS, BOXES, CONDUCTORS, AND ALL OTHER NECESSARY MATERIALS AS REQUIRED TO RE-ESTABLISH DAMAGED OR INTERRUPTED CIRCUITS. INTERCEPT CIRCUITS AT NEAREST ACCESSIBLE SPACE OR DEVICE AND RECONNECT TO ORIGINAL BRANCH CIRCUIT SOURCE. 7. CONDUITS CONCEALED IN MASONRY WALLS OR UNDER CONCRETE SLABS MAY BE CUT BACK, SEALED AND ABANDONED. 8. PROVIDE BLANK COVER PLATES ON ALL ABANDONED BOXES TO REMAIN IN EXISTING MASONRY OR STUD WALLS. 9. PROVIDE SURFACE MOUNT NONMETALLIC RACEWAY (WIREMOLD SERIES 400/800/2300, OR APPROVED EQUAL) FOR ALL CONDUCTOR AND LOW VOLTAGE CABLE ROUTING ON EXISTING BLOCK WALLS. SIZE RACEWAY AND DEVICE BOXES AS NEEDED. PROVIDE ALL TRANSITION PIECES AND COMPONENTS FOR A COMPLETE SYSTEM. ARCHITECT TO SELECT FINISH. COORDINATE ROUTING WITH ARCHITECT. 10. CUT BACK CONDUITS BELOW GRADE FOR ELECTRICAL DEVICES AT ISLANDS OR STAND-ALONE WORKSTATIONS TO BE REMOVE. COORDINATE WITH OTHER TRADES TO PREPARE FLOOR FLOOR COVERING.

DATE: April 27, 2018 REVISED DATE:

DEMOLITION PLAN NOTES: DISCONNECT AND RETAIN FIXTURE FOR RELOCATION.

GENERAL PLAN NOTES:

1. SPECIAL MOUNTING HEIGHTS NOTED ON PLANS ARE MEASURED TO THE CENTER OF THE JUNCTION BOX.

BID

1

4. GROUND CONDUCTOR AND RACEWAYS SHALL BE INCREASED AS REQUIRED. 5. PATCH AND REPAIR ALL OPENINGS CREATED THAT PENETRATE FIRE RATED WALLS, FLOORS AND CEILINGS USING UL APPROVED METHODS AND MATERIALS CONSISTENT WITH THE RATING OF THE SURFACE PENETRATED. 6. WHERE ANY DEVICE JUNCTION BOXES ARE RECESSED WITHIN OPPOSITE SIDES OF A FIRE RATED WALL, AND ARE WITHIN 24" OF EACH OTHER MEASURED HORIZONTALLY, FURNISH AND INSTALL AN INTUMESCENT MOLDABLE FIRE STOP PUTTY PAD AROUND EACH JUNCTION BOX.

PLAN NOTES:

5 2

1 LOBBY 103

4/25/2018 2:07:50 PM

J

ER

WORKROOM 104

1

CIRCUIT TO EXISTING RECEPTACLE CIRCUIT THIS ROOM.

2

COORDINATE SURFACE MOUNTED RACEWAY WITH ARCHITECT PRIOR TO WORK BEGINNING.

3

REMOUNT EXISTING FIXTURE. EXTEND UNSWITCHED H/N/G TO ROOM LIGHTING CIRCUIT.

4

POWER FOR DOOR HARDWARE. REFER TO DOOR HARDWARE ROUGH-IN DETAIL FOR MORE INFO. COORDINATE ALL REQUIRED ROUGH-IN WITH DOOR HARDWARE VENDOR PRIOR TO WORK BEGINNING.

5

PROVIDE SINGLE CHANNEL RACEWAY FROM ABOVE CEILING DOWN TO DEVICE BUTTON LOW VOLTAGE CABLING BY OTHERS. COORDINATE WITH SECURITY VENDOR.

CR

WORKROOM 104

4 1 1

RECEPTION 101

CORRIDOR 102

RECEPTION 101

CORRIDOR 102 VESTIBULE 100

CR

C:\Users\cbooty\Documents\DRES_SBI-MEP_2017_Central_charlesbooty9028.rvt

D

LOBBY 103

ER

VESTIBULE 100 4

3

ASST PRINCIPAL 105

ASST PRINCIPAL 105

SHEET CONTENTS: FLOOR PLAN - ELECTRICAL

HTK PROJECT NUMBER: 1705.01.03

1

DEMOLITION PLAN - SECURE ENTRY - ELECTRICAL 1/4" = 1'-0"

2

FLOOR PLAN - SECURE ENTRY - ELECTRICAL 1/4" = 1'-0"

smith&boucher ENGINEERS 25501 west valley parkway, suite 200 olathe, ks 66061 phone 913.345.2127 fax 913.345.0617 project number 1723105

SHEET NUMBER:

E101 FOR CONSTRUCTION SET

1601 N. 130TH ST. KANSAS CITY, KS 66109

0-100' = #12 AWG 101-150' = #10 AWG 151-250' = #8 AWG

BONNER SPRINGS / EDWARDSVILLE USD 204 BOND PROJECTS 2017

3. 120V BRANCH CIRCUITING SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

DELEWARE RIDGE ELEMENTARY - SECURE ENTRY: PACKAGE 1

2. REFER TO ARCHITECTURAL FLOOR PLANS AND REFLECTED CEILING PLANS FOR EXACT MOUNTING LOCATIONS OF ALL WALL MOUNTED ELECTRICAL DEVICES.