Pb casino shell

9

8

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2

PRAIRIE BAND CASINO BINGO & SLOT ADDITION MAYETTA, KANSAS 09.23.15

F

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

ISSUE DRAWINGS: 08.17.15 08.21.15 09.01.15 09.23.15

STRUCTURAL PACKAGE SEWER PACKAGE STRUCTURAL ADDENDUM SHELL PACKAGE

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

DRAWING INDEX:

B

CIVIL: C100 C120 C150 C200 C300 C301 C302 C303 C304

A

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

ARCHITECTURAL: DEMO PLAN SITE PLAN SITE PLAN GRADING PLAN UTILITY DETAILS PLAN SITE DETAILS PLAN UTILITY DETAILS PLAN UTILITY DETAILS PLAN SITE DETAILS PLAN

A100 A101 A102 A103 A201 A213 A214 A301 A302 A303 A311 A312 A313 A314 A401

COVER SHEET CODE FLOOR PLAN SITE PLAN REFERENCE FLOOR & CEILING PLAN DEMO OVERALL FLOOR & CEILING PLAN RCP DEMO PLAN PHASE ONE RCP DEMO PLAN PHASE TWO OVERALL FLOOR & CEILING PLAN OVERALL ROOF PLAN OVERALL WALKER DUCT PLAN FLOOR PLAN PHASE ONE FLOOR PLAN PHASE TWO RCP PHASE ONE RCP PHASE TWO EXTERIOR ELEVATIONS

A501 A502 A503 A504 A505 A506 A507 A511 A515 A601 A602 A603 A604 A801

WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS EXTERIOR WALL DETAILS EXTERIOR WALL DETAILS ENLARGED RESTROOM PLAN & ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR SCHEDULES & DETAILS

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

COVER SHEET

DATE:

09.23.15

JOB NO.:

1016

SHEET:

A100

9

F

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

LIGHTING DESIGNER:

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 1 2 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

FOOTING & FOUNDATIONS SHEET TITLE:

J:\2015Proj\155130\DWGS\site plan.dwg, 9/22/2015 2:34:09 PM

DEMO PLAN

A DATE:

08.19.15

JOB NO.:

1016

SHEET:

C100

9

F

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

LIGHTING DESIGNER:

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 1 2 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHEET TITLE:

J:\2015Proj\155130\DWGS\Ph 1 site.dwg, 9/22/2015 2:50:17 PM

SITE PLAN

A 09.02.15 JOB NO.: 1016 CFS JOB NO.: 15-5130 DATE:

SHEET:

C120

9

F

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

LIGHTING DESIGNER:

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 1 2 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

FOOTING & FOUNDATIONS SHEET TITLE:

J:\2015Proj\155130\DWGS\site plan.dwg, 9/22/2015 2:52:57 PM

SITE PLAN

A DATE:

08.19.15

JOB NO.:

1016

SHEET:

C150

9

F

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

LIGHTING DESIGNER:

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

FOOTING & FOUNDATIONS SHEET TITLE:

J:\2015Proj\155130\DWGS\site plan.dwg, 9/22/2015 2:46:56 PM

GRADING PLAN

A DATE:

08.19.15

JOB NO.:

1016

SHEET:

C200

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F PLAN

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

SECTION - TYPE II-P INLET

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

TRENCHING DETAILS

PRECAST INLET BOX RISER SECTION - TYPE II-P INLET MANHOLE

NOTES:

LIGHTING DESIGNER:

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

STANDARDS FOR SETTING LINE AND GRADE FOR SEWER CONSTRUCTION:

WELD DETAILS (E) DETAIL PLAN A

C STANDARD METHODS FOR TRANSFERRING LINE AND GRADE TO SEWER TRENCH BOTTOM: A

SECTION A-A PLAN VIEW SECTION

GRATE FRAME

INLET GRATE WEIGHT: 140 LBS

II-P CURB INLET WEIGHT: 1,550 LBS

PROJECT:

(1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. WITH PEDESTRIAN GRATE

MAYETTA, KANSAS

(C) DETAIL

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

INLET DETAILS

B

18" DRAIN BASIN Copyright 2015 H2B architect, inc.

(5) ADAPTER ANGLES

Original Size: 1 1 2 " - Drawing may have been reduced.

0" 1"

ACCORDING TO PLANS

J:\2015Proj\155130\DWGS\Site Details.dwg, 9/18/2015 11:14:54 AM

ISSUED FOR:

A

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.

SHEET TITLE:

SEWER CLEANOUT DETAIL

UTILITY DETAILS PLAN

REINFORCED CONCRETE COLLAR

ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

FOOTING & FOUNDATIONS

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

DATE:

08.19.15

JOB NO.:

1016

SHEET:

C300

8

7

6

5

4

3

2

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F DOME DETAIL B

SPECIAL REQUIREMENTS FOR WHEELCHAIR RAMP CONSTRUCTION

COMBINED CURB & GUTTER AT MAIN ENTRANCE

RUNNING BOND/PARALLEL ALIGNMENT AND JOINT DETAIL

E

1

SIDEWALK (RESIDENTIAL AND COMMERCIAL) CONSTRUCTION

B

9

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

Installation pattern for detectable warning paving bricks

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

SECTION B-B SIDEWALK RAMP DETAILS 3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

COMBINED CURB & GUTTER

LIGHTING DESIGNER:

ASPHALT PAVEMENT

C

PROJECT:

TYPICAL SECTION

MAYETTA, KANSAS

ARMOR-TILE CAST IN PLACE DETECTABLE WARNING SYSTEM

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHEET TITLE:

J:\2015Proj\155130\DWGS\Ph 1 details.dwg, 9/18/2015 11:15:03 AM

SITE DETAILS PLAN

A 09.02.15 JOB NO.: 1016 CFS JOB NO.: 15-5130 DATE:

SHEET:

C301

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

PLAN

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC

SECTION - TYPE II-P INLET

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

TRENCHING DETAILS

SECTION - TYPE II-P INLET MANHOLE

INLET DETAILS

STANDARDS FOR SETTING LINE AND GRADE FOR SEWER CONSTRUCTION:

(C) DETAIL

WELD DETAILS PLAN

(E) DETAIL

C

A

STANDARD METHODS FOR TRANSFERRING LINE AND GRADE TO SEWER TRENCH BOTTOM: A

SECTION A-A PLAN VIEW

SECTION

GRATE FRAME

INLET GRATE WEIGHT: 140 LBS

II-P CURB INLET WEIGHT: 1,550 LBS

PROJECT:

(1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. WITH PEDESTRIAN GRATE

MAYETTA, KANSAS

D

PRAIRIE BAND CASINO AND RESORT

NOTES:

PRAIRIE BAND BINGO & SLOT EXPANSION

PRECAST INLET BOX RISER

LIGHTING DESIGNER:

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

18" DRAIN BASIN Copyright 2015 H2B architect, inc.

(5) ADAPTER ANGLES

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ACCORDING TO PLANS

J:\2015Proj\155130\DWGS\Ph 1 details.dwg, 9/18/2015 11:15:09 AM

ISSUED FOR:

A

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.

UTILITY DETAILS PLAN

REINFORCED CONCRETE COLLAR

ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

09.02.15 JOB NO.: 1016 CFS JOB NO.: 15-5130 DATE:

WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

SHEET TITLE:

SHEET:

C302

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

TRENCH DRAIN DETAIL

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

LIGHTING DESIGNER:

MAYETTA, KANSAS

PROJECT:

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHEET TITLE:

J:\2015Proj\155130\DWGS\Ph 1 details.dwg, 9/18/2015 11:15:14 AM

UTILITY DETAILS PLAN

A 09.02.15 JOB NO.: 1016 CFS JOB NO.: 15-5130 DATE:

INLET REPAIR DETAIL

SHEET:

C303

8

7

6

5

4

3

2

1

SIDEWALK (RESIDENTIAL AND COMMERCIAL) CONSTRUCTION

B

9

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F DOME DETAIL B

SPECIAL REQUIREMENTS FOR WHEELCHAIR RAMP CONSTRUCTION

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

HANDICAPPED PARKING SIGN

RUNNING BOND/PARALLEL ALIGNMENT AND JOINT DETAIL

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

MECHANICAL & PLUMBING ENGINEER:

Installation pattern for detectable warning paving bricks

FACILITY ENGINEERING AND CONSULTING, LLC

ELECTRICAL ENGINEER:

SECTION B-B SIDEWALK RAMP DETAILS 3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM CIVIL ENGINEER:

COMBINED CURB & GUTTER

LIGHTING DESIGNER:

ASPHALT PAVEMENT

C

PROJECT:

CC&G (MODIFIED)

MAYETTA, KANSAS

ARMOR-TILE CAST IN PLACE DETECTABLE WARNING SYSTEM

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LIGHTWORKS INC. 361B Main Weston, MO. 64098 816.640.9948

B

CONCRETE WHEEL STOP Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

FOOTING & FOUNDATIONS SHEET TITLE:

J:\2015Proj\155130\DWGS\Site Details.dwg, 9/18/2015 11:15:24 AM

SITE DETAILS PLAN

A DATE:

08.19.15

JOB NO.:

1016

SHEET:

C304

9

8

7

6

5

4

3

2

1

Design No. U419 October 27, 2005

Nonbearing Wall Ratings -- 1, 2, 3 or 4 Hr (See Items 3 & 4)

4

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F 1" 94

1" 74

1" 74

47 8"

1" 44

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

7

3

3A

4

2

1. Floor and Ceiling Runners -- (Not shown) -- Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max.

2. Steel Studs -- Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in.

OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

3. Batts and Blankets* -- (Required as indicated under Item 4) -- Mineral wool batts, friction fitted between studs and runners.

Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

3A. Batts and Blankets* -- (Optional) -- Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

MECHANICAL & PLUMBING ENGINEER:

4. Gypsum Board* -- Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in.

The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

Wallboard Protection on Each Side of Wall Rating Min Stud Depth No. of Layers Min Thkns & Thkns of Insulation of Panel (Item 3) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in.

1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in.

3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in.

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

3350

EGRESS CAPACITY

NEW

4A. Gypsum Board* -- (As an alternate to Item 4) -- 5/8 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required.

907

EXISTING 2 HOUR FIREWALL

FX

EDGE OF NEW CONSTRUCTION

EXISTING NEW

C

EXISTING 90 MIN. FIRE SHUTTER

550

F.D.

PAC INTERNATIONAL INC -- Type RSIC-1.

6B. Steel Framing Members (Optional, Not Shown)* -- As an alternate to Item 6, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels -- Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as described in Item 4. Not for use with Item 4A. b. Steel Framing Members* -- Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in.

OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip.

Furring channels are friction fitted into clips.

KINETICS NOISE CONTROL INC -- Type Isomax 7. Joint Tape and Compound -- Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge.

8. Siding, Brick or Stucco -- (Optional, not shown) -Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick.

A

9. Caulking and Sealants* -- (Optional, not shown) -- A bead of acoustical sealant applied around the partition perimeter for sound control.

UNITED STATES GYPSUM CO -- Type AS *Bearing the UL Classification Mark

EDGE OF NEW CONSTRUCTION FX

FX 775

2 HOUR FIRE RATED WALL 225 453

CONCOURSE

450

1,080 SF @ 100/= 11 OCCUPANTS

453

BINGO ROOM 6,260 SF @15SF/ OCCUPT = 417 ACTUAL LOAD 432 OCCUPANTS + 1153 SF @ 100SF/ OCCUPT = 12 TOTAL OCCUPANT LOAD = 450

GIFT SHOP 268 SF @ 30/= 9 OCCUPANTS

1220 1360

B

680

90 MIN. DOOR

6. Furring Channels -- (Optional, not shown, for single or double layer systems) -- Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A. 6A. Steel Framing Members (Not Shown)* -- (Optional on one or both sides, not shown, for single or double layer systems) -As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels -- Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b.

Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A. b. Steel Framing Members* -- Used to attach furring channels (Item 6Aa) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.

EGRESS CAPACITY

FX

HATCHED AREA INDICATES AREA OF SPRAY-ON FIRE PROOFING. 1-HR COLUMNS & 1-HR UNDER ROOF

CASINO WITH NEW ADDITION

BUILDING #3/ TYPE II-A EXISTING CASINO 15SF/PERSON USED ON GAMING FLOOR PER ORIGINAL CODE MODIFICATION. REFER TO ATTACHED SHEET G-LS-102 R1

BY HNEDAK BOBO GROUP. (SEE NOTE #1 ABOVE)

EXISTING CASINO = 55,489 GSF SLOTS ADDITION 5,475 NEW GSF @15SF/ OCCUPT = 365 NEW OCCUPANTS TOTAL 60,964 GSF

PREVIOUS EXITING OCCUPANTS FROM EAST SIDE OF EXISTING BUILDING - 1615 NEW OCCUPANTS ADDED FROM NEW ADDITION - 55 TOTAL EAST OCCUPANTS - 1670 NEW EAST EXITS PROVIDE EXITING FOR 1813 OCCUPANTS

450

OCCUPANT LOAD

906

# OF OCCUPANTS EGRESS CAPACITY PROVIDED FOR 225

837 NEW OCCUPANTS TOTAL IN ADDITIONS

CONSTRUCTION TYPE AND USE - IBC TABLE 503 SPRINKLERED - NFPA 13 CONSTRUCTION TYPE II-A OCCUPANCY GROUP A-2

AREA EXISTING CASINO = 55,489 GSF CASINO ADDITION = 5,475 GSF TOTAL = 60,964 GSF ALLOWABLE AREA BASIC ALLOWABLE BUILDING AREA, TABLE 503 = 15,500 SF FRONTAGE INCREASE, 506.2 If = [ F/P-.025 ] W/30 If = [ 773.25FT/1325.5FT - 0.25 ] 30/30 = .33 AUTOMATIC SPRINKLER SYSTEM INCREASE, 506.3 ONE-STORY SPRINKLER INCREASE ( Is ) = 300% = 3 AREA MODIFICATION, 506.1 Aa = {At+[ At x If ] + [ At x Is ] } Aa = { 15500 + [ 15500 x 0 ] + [ 15500 x 3 ] } = 62000 SF ALLOWABLE HEIGHT & STORIES - TABLE 503 ALLOWED = 65 FT ACTUAL = 25 FT ALLOWED = 3 STORIES ACTUAL = 1 STORY FIRE-RESISTIVE REQUIREMENTS - TABLE 601 TYPE II-B STRUCTURAL FRAME 1 HOURS BEARING WALLS, EXTERIOR 1 HOURS BEARING WALLS, INTERIOR 1 HOURS NON BEARING WALLS 0 HOURS FLOOR CONSTRUCTION 1 HOURS ROOF 1 HOURS

453

STORAGE 142 SF @ 300/= 1 OCCUPANTS

797

CODE ANALYSIS: PROJECT DESCRIPTION: NEW 1 STORY ADDITIONS TO EXISTING BUILDING LOCATION: PRAIRIE BAND CASINO & RESORT MAYETTA,KS

BUILDING: NEW COMMERCIAL · EXTERIOR WALLS - METAL STUDS W/ EIFS · FLOOR - SLAB ON GRADE. · STRUCTURE -STEEL - PROTECTED @ TYPE IIA · STRUCTURE -STEEL - UNPROTECTED @ TYPE IIB · ROOF - METAL DECKING ON STEEL JOIST - PROTECTED @ TYPE IIA · ROOF - METAL DECKING ON STEEL JOIST - UMPROTECTED @ TYPE IIB ARCHITECT: H2B ARCHITECTS 1800 BALTIMORE KANSAS CITY, MO. 64108 816.979.1800 www.h2barch.com APPLICABLE CODES: INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITION UNIFORM PLUMBING CODE (UPC), 2012 EDITION INTERNATIONAL FIRE CODE (IFC), 2012 EDITION NATIONAL ELECTRICAL CODE, 2011 EDITION INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2012 EDITION AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADDAAG) AMERICAN NATIONAL STANDARDS INSTITUTE STANDARDSICC/ANSI-A117.1 PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE, 2009 EDITION

EVENT CENTER WITH NEW BINGO ADDITION

907

EXISTING EVENT CENTER = 30,994 GSF BINGO ADDITION 8,112 NEW GSF TOTAL 39,106 GSF OCCUPT = 472 NEW OCCUPANTS

EGRESS CAPACITY = PROVIDED SIZE. CALCULATED AT 0.15 INCH PER OCCUPANT

* EXISTING OCCUPANCY LOADS AND EGRESS CAPAICTIES BASED ON LIFE SAFETY PLAN PREPARED UNDER ARCHITECT OF RECORD-HNEDAK BOBO GROUP (SHEET G-LS-101 DATED 06.14.05) REFER TO THE SUPPLEMENTAL ORIGINAL CODE PLANS FOR MODIFICATIONS SUBMITTED AND APPROVED UNDER THE ORIGINAL HOTEL AND EVENT CENTER EXPANSION PROJECT.

PLUMBING REQUIREMENTS NEW ADDED OCCUPANTS CASINO/SLOTS = 365 BINGO = 451 TOTAL = 816 NEW OCCUPANTS / GENDER = 408 WC - 1 / 75 = 6 / GENDER LAV - 1 / 200 = 3 / GENDER DRINKING FOUNTAIN - 1 / 500 = .37 1 SERVICE SINK

CONSTRUCTION TYPE AND USE - IBC TABLE 503 SPRINKLERED - NFPA 13 CONSTRUCTION TYPE II-B OCCUPANCY GROUP A-2

PROJECT:

CANADIAN GYPSUM COMPANY -- Type SHX. UNITED STATES GYPSUM CO -- Type SHX. USG MEXICO S A DE C V -- Type SHX.

2040

680

EDGE OF NEW CONSTRUCTION

EXISTING

When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 5.

OCCUPANT LOAD

MAYETTA, KANSAS

OCCUPANT LOAD

1814

EXISTING

3012

J&S STRUCTURAL ENGINEERS

PRAIRIE BAND CASINO AND RESORT

BUILDING #3/ TYPE II-A EXISTING CASINO 15SF/PERSON USED ON GAMING FLOOR PER ORIGINAL CODE MODIFICATION. REFER TO ATTACHED SHEET G-LS-102 R1

BY HNEDAK BOBO GROUP. (SEE NOTE #1 ABOVE)

CANADIAN GYPSUM COMPANY -- 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -- 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in.thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V -- 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE

5. Fasteners -- (Not shown) -- Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6).

Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.

Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in.

OC. Screws offset min 6 in. from layer below.

BUILDING #4/ TYPE II-B EVENT CENTER NO MAIN EXIT-PER ORIGINAL CODE MODIFICATION REFER TO ATTACHED SHEET G-LS-102 R1

BY HNEDAK BOBO GROUP

NEW

D

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

PRAIRIE BAND BINGO & SLOT EXPANSION

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

AREA EXISTING EVENT CENTER = 30,994 GSF EXISTING EVENT CENTER = 8,112 GSF TOTAL = 39,106 GSF ALLOWABLE AREA BASIC ALLOWABLE BUILDING AREA, TABLE 503 = 9,500 SF FRONTAGE INCREASE, 506.2 If = [ F/P-.025 ] W/30 If = [ 651.5FT/904.5FT - 0.25 ] 30/30 = .47

Copyright 2015 H2B architect, inc.

AUTOMATIC SPRINKLER SYSTEM INCREASE, 506.3 ONE-STORY SPRINKLER INCREASE ( Is ) = 300% = 3

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

AREA MODIFICATION, 506.1 Aa = {At+[ At x If ] + [ At x Is ] } Aa = { 9500 + [ 9500 x .47 ] + [ 9500 x 3 ] } = 42,465 SF

ISSUED FOR:

SHELL PACKAGE

ALLOWABLE HEIGHT & STORIES - TABLE 503 ALLOWED = 55 FT ACTUAL = 25 FT ALLOWED = 2 STORIES ACTUAL = 1 STORY

SHEET TITLE:

FIRE-RESISTIVE REQUIREMENTS - TABLE 601 TYPE II-B STRUCTURAL FRAME 0 HOURS BEARING WALLS, EXTERIOR 0 HOURS BEARING WALLS, INTERIOR 0 HOURS NON BEARING WALLS 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF 0 HOURS

CODE FLOOR PLAN 1/16"=1'-0"

A1

CODE FLOOR PLAN

DATE:

09.23.15

JOB NO.:

1016

SHEET:

PLAN NORTH

NORTH

A101

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS

PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

PROJECT:

C

MAYETTA, KANSAS

F.D.

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

B

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

SITE PLAN

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

SITE PLAN 1" = 20'-0"

A1

A102

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

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FS

S

FS S

S

EXISTING CONCOURSE S 104

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S

FS

S

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

S

T

S

S

EXIST SERVER 133

EXIST ELEC 129 MEN'S 127

HIGH LIMIT SLOTS 135

CONFERENCE ROOM 108

S S S

CONCOURSE 103

S S FS

STOR 105

STORAGE 112

S

OFFICE 110

OFFICE 111

STOR 109

S

ELEC 128

FS

S

S

S

ELEC 106

S

S

STOR 134

S S

E

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MEN'S 126

S

S

T

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S

S

STOR 107

GAMING 132

MOP 130

WOMEN'S 125 S S

S

S

S

FAMILY 131

S

WOMEN'S 124

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

CONCESS 114

S

S

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

DISPLAY 123

S

ELECTRICAL ENGINEER:

BINGO HALL 113

CALLER 115 3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CONCOURSE 102

STOR 116

CIVIL ENGINEER:

ENGINEERS

PRIVATE OFFICE 118

GIFT SHOP 122

cfse.com STRUCTURAL ENGINEER:

J&S STRUCTURAL ENGINEERS

BINGO CAGE 117

STOR 121

STOR 120

CEILING PLAN 3/32" = 1'-0"

D1

C EXISTING CONCOURSE 104

EXIST SERVER 133

EXIST ELEC 129 CONCOURSE 103

MEN'S 127

HIGH LIMIT SLOTS 135

CONFERENCE ROOM 108

STOR 105

STORAGE 112 OFFICE 110 STOR 109

ELEC 128

OFFICE 111

ELEC 106 CONCESS 114

STOR 134

PROJECT:

MEN'S 126 STOR 107

GAMING 132

MOP 130

WOMEN'S 125

B

S S

FAMILY 131

S

S

S

S WOMEN'S 124

MAYETTA, KANSAS

VESTIBULE 101

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

OFFICE 119

DISPLAY 123

S

BINGO HALL 113

CALLER 115

CONCOURSE 102

STOR 116 Copyright 2015 H2B architect, inc.

PRIVATE OFFICE 118

GIFT SHOP 122

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

BINGO CAGE 117

ISSUED FOR:

SHELL PACKAGE

OFFICE 119 VESTIBULE 101

SHEET TITLE:

REFERENCE FLOOR & CEILING PLAN

STOR 121

STOR 120

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

FLOOR PLAN 3/32" = 1'-0"

A1

A103

9

8

7

6

5

4

3

2

1

REMOVE, SALVAGE & REINSTALL EXISTING CEILING AS REQUIRED FOR NEW MECH. INSTALLATION

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

RESTRUCTURE STEEL SUPPORT FOR EXISTING LIGHT FIXTURE

F EXISTING CEILING TO REMAIN S

FS

S

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EXISTING ENTRY CANOPY TO REMAIN

S

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EXISTING CEILING TO REMAIN

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

EXISTING CEILING TO REMAIN

DEMO EXISTING GYP BOARD CEILING T

S

S FS

S

S S S

S S FS

EXISTING CEILING TO BE REMOVED

S

S

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DEMO EXISTING GYP BOARD CEILING

S S

EXISTING CEILING TO REMAIN

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DEMO EXISTING GYP BOARD CEILING

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DEMO LAY-IN CEILING

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S

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THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

S S

S S

S

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MECHANICAL & PLUMBING ENGINEER:

DEMO DUCTWORK REFER TO MEP DEMO LAY-IN CEILING

EXISTING CEILING TO REMAIN

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

DEMO EXISTING GYP BOARD CEILING

DEMO BEAMS

CEILING LEGEND HVAC DIFFUSER HVAC EXHUST

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

HVAC EXHUST

CIVIL ENGINEER:

LIGHT FIXTURE cfse.com STRUCTURAL ENGINEER:

D1

D

PLAN NORTH

C

EXISTING SUMP REFER TO MEP DWGS.

DEMO STUD WALL AND PRECAST WALL FOR NEW OPENING

EXISTING COLUMN TO REMAIN

SLOPED ROOF & STRUCTURE THIS AREA TO BE REMOVED

DEMO PRECAST OPENING FOR NEW DUCT WORK. REFER TO MEP DWGS FOR LOCATION AND SIZE

REMOVE CULTURED STONE ON FACE OF WALL TO REMAIN

SLOPED ROOF & STRUCTURE THIS AREA TO BE REMOVED

F.V.

EXISTING DECORATIVE COLUMN WRAP (CULTURED STONE & METAL STUDS) TO BE REMOVED. EXISTING STRUCTURAL STEEL COLUMN TO REMAIN.

REMOVE EXISTING CONC. FLOOR SLAB AS REQ'D FOR INSTALLATION OF NEW FTGS AT NEW COLUMNS. INSTALL NEW SLAB AS REQ'D. TYP. SEE STRUCT. DWGS.

DEMOLITION LEGEND 5.

1.

ALL BIDDERS SHALL VISIT AND TOUR BUILDING PRIOR TO BIDDING THE PROJECT.

6.

2.

COMPLETE ALL DEMOLITION WORK SHOWN AND SPECIFIED. SEE FLOOR PLANS FOR ADDITIONAL INFORMATION.

7.

3.

ALL DEMOLITION MATERIAL IS TO BE DISPOSED OF OFF SITE AS SPECIFIED UNLESS OTHERWISE NOTED. DEMOLITION CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OWNER AND ARCHITECT.

EDGE OF SLAB TO REMAIN

EXISTING COLUMN TO BE REMOVED REFER TO STRUCTURAL DWGS

GENERAL DEMOLITION NOTES:

4.

PROJECT:

LINE OF ROOF AND ROOF STRUCTURE ABOVE TO BE REMOVED. ADJACENT EXISTING BEAM TO REMAIN. PROVIDE SHORING AS REQUIRED.

DEMO EXISTING CASEWORK

EDGE OF SLAB TO REMAIN

B

EXIST. ROOF TO REMAIN

EXIST. ROOF TO REMAIN

EXISTING ELECTRICAL ROOM & ELECTRICAL EQUIPMENT TO REMAIN AND REMAIN ACTIVE DURING ALL PHASES OF CONSTRUCTION. EXTREME CARE IS TO BE TAKEN TO PROTECT THIS AREA DURING REMOVAL OF THE ROOF ABOVE AND DURING DEMOLITION.

EXISTING ELECT. PANELS TO BE RELOCATED TO ADJCENT NEW WALL. SEE PLANS & ELECT. DWGS.

EXIST. ROOF TO BE REMOVED

LINE OF ROOF & ROOF STRUCTURE ABOVE TO BE REMOVED. ADJACENT EXISTING BEAM TO REMAIN.

EXIST. ROOF TO BE REMOVED

EXISTING SERVER ROOM & COMPUTER EQUIPMENT TO REMAIN AND REMAIN ACTIVE DURING ALL PHASES OF CONSTRUCTION. EXTREME CARE IS TO BE TAKEN TO PROTECT THIS AREA DURING REMOVAL OF THE ROOF ABOVE AND DURING DEMOLITION.

EXISTING COLUMNS TO REMAIN REFER TO STRUCTURAL

EXISTING RESTROOM TO REMAIN

EXIST. ROOF TO REMAIN

EXIST. ROOF TO REMAIN

REMOVE EXISTING CONC. FLOOR SLAB AS REQ'D FOR INSTALLATION OF NEW FTGS AT NEW COLUMNS. INSTALL NEW SLAB AS REQ'D. TYP. SEE STRUCT. DWGS.

NORTH

MAYETTA, KANSAS

3/32" = 1'-0"

J&S STRUCTURAL ENGINEERS

PRAIRIE BAND CASINO AND RESORT

DEMO CEILING PLAN

PRAIRIE BAND BINGO & SLOT EXPANSION

EL

ENGINEERS

CAN FIXTURE EXIT SIGN EMERGENCY LIGHT TRACK FIXTURE

8.

9.

COMPLY WITH ALL APPLICABLE CODES, REGULATIONS AND SAFETY GUIDELINES OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION.

EXISTING WALL TO REMAIN

SEE MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING WALL TO BE REMOVED

Copyright 2015 H2B architect, inc.

THE CONTRACTOR SHALL PROVIDE PROPER SHORING TO SUPPORT ALL EXISTING WORK TO REMAIN DURING DEMOLITION. ALL SHORING IS TO BE LOCATED AND ENGINEERED BY THE CONTRACTOR.

EXISTING DOOR TO REMAIN

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

PROTECT ALL EXISTING STRUCTURE TO REMAIN AFFECTED BY THE DEMOLITION PROCESS. PATCH AND REPAIR ALL AREAS OF EXISTING CONSTRUCTION TO REMAIN,THAT ARE DAMAGED DURING DEMOLITION TO MATCH ADJACENT CONSTRUCTION, MATERIAL AND FINISH. NOT ALL DEMOLITION IS SHOWN. REMOVE EXISTING MATERIALS AS REQUIRED FOR INSTALLATION OF ALL MEP, ETC. REPAIR AS REQUIRED.

EXISTING DOOR & FRAME TO BE REMOVED ISSUED FOR:

SHELL PACKAGE

DEMO FLOOR PLAN 3/32" = 1'-0"

SHEET TITLE:

A1 PLAN NORTH

NORTH

DEMO OVERALL FLOOR & CEILING PLAN

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

A201

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS

PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

S

FS

S

S

FS

S

FS

FS S

S

FS

S

S

PROJECT:

S

S

S

S

B

FS S

MAYETTA, KANSAS

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

S

S S

S S FS

S

S

S S S

S

S S

S

S

S

FS

Copyright 2015 H2B architect, inc.

S

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

S S S

S

S

S

S S

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

RCP DEMO PLAN PHASE ONE

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

DEMO REFLECTED CEILING PLAN 1/8" = 1'-0"

A1

A213 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

S

FS

PROJECT:

T

S S

MAYETTA, KANSAS

C

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

S S FS

S

B

S

S

S

T

S

S Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

RCP DEMO PLAN PHASE TWO

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

DEMO REFLECTED CEILING PLAN 1/8" = 1'-0"

A1

A214 PLAN NORTH

NORTH

7

6

5

4

F

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

EXIST SOFFIT EL. +9'-5"

T

FS

FS S

S

S

FS

S

S

R54'-0"

S

S S

4'-1"

GYP CEILING EL. +9'-11 1/2"

LAY-IN CEILING EL. +11'-0"

FS

S

GYP CEILING EL. +8'-6"

GYP SOFFIT EL. +8'-0"

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +14'-0"

GYP CEILING EL. +10'-11 1/4" ±

LAY-IN CEILING EL. +15'-0"

S

GYP CEILING EL. +8'-0" GYP CEILING EL. +10'-0"

GYP CEILING EL. +8'-6"

LAY-IN CEILING EL. +10'-0"

S

S

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +10'-0"

S

S LAY-IN CEILING EL. +12'-0"

S

LAY-IN CEILING EL. +12'-0"

S

GYP CEILING EL. +15'-0"

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +10'-0"

GYP CEILING EL. +8'-6"

D SE BI HA P

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

GYP CEILING EL. +20'-0"

GYP CEILING EL. +8'-0" S HEADER EL. +8'-0"

MECHANICAL & PLUMBING ENGINEER:

GYP CEILING EL. +8'-6"

GYP CEILING EL. +10'-0"

GYP CEILING EL. +11'-0" LAY-IN CEILING EL. +12'-0"

C H LI A N 3 E A3 14 13

LAY-IN CEILING EL. +12'-6"

LAY-IN CEILING EL. +12'-6"

LAY-IN CEILING EL. +10'-0"

LAY-IN CEILING EL. +12'-0"

GYP CEILING EL. +10'-0"

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

2

M AT

LAY-IN CEILING EL. +14'-6"

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +10'-0"

LAY-IN CEILING EL. +10'-0"

R20'-0"

S

LAY-IN CEILING EL. +11'-4"

GYP CEILING EL. +20'-0"

LAY-IN CEILING EL. +13'-6"

LAY-IN CEILING EL. +12'-6"

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

S

S

E GYP CEILING EL. +12'-0"

S

S

GYP CEILING EL. +10'-0"

LAY-IN CEILING EL. +14'-6"

FS

S

LAY-IN CEILING EL. +12'-6"

LAY-IN CEILING EL. +13'-6"

S

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

LAY-IN CEILING EL. +10'-0"

R28'-0" LAY-IN CEILING EL. +13'-6"

1

EXIST GYP CEILING EL. +10'-11 1/2"

6'-0" 12'-0"

'-0" R 40

6'-0" 6'-0"

R18'-0 "

GYP CEILING EL. +13'-10"

LAY-IN CEILING EL. +14'-6"

S

EXIST GYP CEILING EL. +11'-0"

GYP CEILING EL. +10'-6"

LAY-IN CEILING EL. +13'-6"

FS

EXIST SOFFIT EL. +9'-5"

GYP CEILING EL. +12'-2"

LAY-IN CEILING EL. +15'-6"

S

S

MATCHLINE

EXIST SOFFIT EL. +9'-5"

4'-0"

EXIST SOFFIT EL. +9'-5"

2

BID PHASE 1

A314

BID PHASE 2

3 REMOVE, SALVAGE & REINSTALL EXISTING CEILING AS REQUIRED FOR NEW MECH. INSTALLATION RESTRUCTURE STEEL SUPPORT FOR EXISTING LIGHT FIXTURE

A313

8

MATCHLINE

9

D SE BI HA P

LAY-IN CEILING EL. +10'-0"

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

1

GYP CEILING EL. +10'-0"

LAY-IN CEILING EL. +10'-0"

CIVIL ENGINEER:

ENGINEERS

LAY-IN CEILING EL. +10'-0"

cfse.com

GYP CEILING EL. +9'-11-3/8"

STRUCTURAL ENGINEER:

J&S STRUCTURAL ENGINEERS

3/32" = 1'-0"

D1 PLAN NORTH

1" 3'-74

CONFERENCE ROOM 108

STOR 105

STORAGE 112 OFFICE 110 STOR 109

ELEC 128

OFFICE 111

B1/A401

105 128

1" 30'-92

CONCOURSE 103

MEN'S 127

A1 A502

HIGH LIMIT SLOTS 135

EXIST ELEC 129

A1 A507

106

ELEC 106

B 114

CONCESS 114

STOR 134

10'-83 4" 3'-5"

D 12'-11"

CALLER 115

20'-6"

CONCOURSE 102

STOR 116

122

A1 A504

GIFT SHOP 122

22'-27 8"

28'-0"

PRIVATE OFFICE 118

116

6'-2"

A1 A503

E

D1 A501

8

19'-23 4"

3'-11"

D1 A501 15'-9"

A

5'-0"

9

4'-0"

9.3 10

13.1 1" 16'-102

5'-0"

11

5'-8"

12 1" 44'-102

6'-3"

15.6

22'-0"

19'-23 4"

8'-4"

13

15'-10"

16.2

H.8 J

6'-2"

16.6

1'-4"

9.5

14

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

22'-0"

15.2 2'-0"

1" 12'-22

113B

A5 A507

61'-87 8"

A1/A401

1'-10" 6'-2"

101B

101A

J.2

H

SHELL PACKAGE

17.2

A1 A506

7

1

STOR 120 120

D2/A401

6 157'-07 8"

E

J

Copyright 2015 H2B architect, inc.

117

SHEET TITLE:

OVERALL FLOOR & CEILING PLAN

A4 A507

25'-0"

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

AS

G

119

A1 A505

5

32'-43 8"

101D

101C 121

A3 12 11 D5/A401

A3

H

LI

N

E

A1 A502

A4 A502

25'-0"

PH

F.7

OFFICE 119

STOR 121

M

AT C

H

F.1

BINGO CAGE 117

VESTIBULE 101

D

25'-0"

4

8.7

BI

3

2

2

15'-0"

D SE BI HA P

1" 6'-72

8.1

7.3

6.6

5.6

22'-0"

22'-0"

22'-0"

4.6

3.7

1.8 28'-1"

1

8.3

1 25'-216"

22'-0"

22'-0"

22'-0"

1.1

ANGLED GRIDLINE

C.2

10'-7"

113A

8"

2'-0"

S

BINGO HALL 113

B7/A401

B5/A401

FAMILY 131

S WOMEN'S 124

G ANGLED GRIDLINES

A1 A501

B8/A401

S

C

8'-0"

XX

YY

9'-2"

6'-2"

ZZ

B5/A401

F

132D

E.8

°

132C

132A

E.2

E.4 132B

88

3'-0"

5'-6"

E

S

2'-2"

1" 5'-82

D.4

S

DISPLAY 123

B2/A401

S S

D

B

WOMEN'S 125

A5 A503

14'-0"

A2 A501

130 MOP 130

131

STOR 107

118

C

107

A9 A504

GAMING 132

134

5'-10"

MEN'S 126

B.4

PROJECT:

A2 A507

64'-6"

EXIST SERVER 133

1" 3'-72 4'-8"

C

EXISTING GRIDLINE

1" 15'-92

EXISTING GRIDLINE

1" 6'-44

65'-35 8"

1'-10"

EXISTING CONCOURSE 104

1" 8'-32

32'-43 8"

25'-0"

10

112B

25'-0"

8

112A

25'-0"

7

111

15'-0"

6

109B

1'-10"

5

4

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

109A

1" 6'-72

28'-1"

A

3

2

BID PHASE 1

MATCHLINE

1

BID PHASE 2

A311

ELECT. ROOM EQUIPMENT TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

A312

SERVERS TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

NORTH

MAYETTA, KANSAS

CEILING PLAN

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

LAY-IN CEILING EL. +10'-0"

41'-8"

29'-8"

15

16

14'-5"

16.7

6'-2"

17

104'-113 4"

368'-8"

DATE:

09.23.15

JOB NO.:

1016

SHEET:

FLOOR PLAN 3/32" = 1'-0"

A1

A301 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

EXISTING BUILDING TO RECEIVE NEW MEMBRANE ROOFING AS REQUIRED DUE TO DEMOLITION, NEW CONSTRUCTION AND NEW DRAINAGE

E

MECHANICAL & PLUMBING ENGINEER:

HATCHED AREAS INDICATE NEW MEMBRANE ROOF AREAS TO RECEIVE RECOVERY BD.

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

NEW MEMBRANE ROOF

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

NEW MEMBRANE ROOF

CIVIL ENGINEER:

NEW MEMBRANE ROOF

ENGINEERS cfse.com

SKYLIGHT

STRUCTURAL ENGINEER:

SLOPED STANDING SEAM METAL ROOF

J&S STRUCTURAL ENGINEERS

D

MATCHLINE

3/64" = 1'-0"

7

8

10

NEW TAPERED ROOFING INSULATION TO SLOPE TO NEW ROOF DRAINS

EXISTING FALSE WALL TO REMAIN EXISTING ROOF TO REMAIN, NO WORK

7

8

C

LINE OF EXISTING ROOF TO BE REMOVED

SLOPE

R.T.U.

SLOPE

ALL ROOF TOP EQUIPMENT TO BE LOCATED A MIN. 10'-0" AWAY FROM PARAPET, TYP.

INSTALL TAPERED ROOFING CRICKET AT ALL CURBS, TYP.

9.3 10

ISSUED FOR:

SHELL PACKAGE

SLOPE

SLOPE

11

G

SHT. MTL. COPING TYP. AT PARAPETS

A5 A507

SHEET TITLE:

OVERALL ROOF PLAN

H.8 J

15.6

16.2

CURVED STANDING SEAM METAL ROOF

9.5

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

F.7

H

15.2

9

D

SLOPE

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON SLOPED METAL ROOF DECK.

SEAM METAL ROOF SLOPED OVERBUILD

J.2

PROJECT:

SLOPE

SLOPE SLOPE

73 8" 1" 47'-24

D5 A506

SLOPE SLOPE

MATCHLINE

B.4

16.6

SLOPED STANDING SEAM METAL ROOF

17.2

A1 A506

6

B

SLOPE

C.2

ROOF DRAIN & OVERFLOW DRAIN W/ CAST IRON STRAINER. OVERFLOW DRAIN INLET TO BE 2" HIGHER THAN PRIMARY ROOF DRAIN SEE PLUMBING DWGS. TYP.

J

A1 A505

5

1

4

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

KAWNEER, SERIES 1600 SLOPED GLAZING, 2-1/2"X"6 OR EQ. ANODIZED ALUM., W/ TINTED, INSULATED, LAMINATED GLAZING

5'-0" SQ. WALK PAD

ROOF STRUCTURE SLOPES APPROX. 1/4" PER FOOT

SLOPE

7'-73 8"

BI D

SLOPE

R.T.U.

N LI

H

SLOPE

F.1

SLOPE

A3

A4 A502

A1 A502

A1 A501

11

M

E

3

H

8.7

E1 A515

TAPERED ROOFING INSULATION CRICKETS TO SLOPE TO ROOF DRAINS

G

C T A

AS

2

E

PH

1

8.1

8.3

2

A

1.8

7.3

6.6

12 3 A

D SE BI HA P

1.1

ROOF DRAIN & OVERFLOW DRAIN W/ CAST IRON STRAINER. OVERFLOW DRAIN INLET TO BE 2" HIGHER THAN PRIMARY ROOF DRAIN SEE PLUMBING DWGS. TYP.

SLOPED STANDING SEAM METAL ROOF

5.6

4.6

SLOPE

PREFINISHED, INSULATED, 3'-0" X 3'-0" STEEL ROOF HATCH W/ MECHANICAL LIFT ASSIST, LOCKABLE LATCH, CURB AND FLASHING.

WALK THRU W/ PAINTED STEEL LADDER. MIN. 18" WIDE, 1 1/4" SERRATED RUNGS, 12" O.C.,

LINE OF EXISTING ROOF TO BE REMOVED SLOPE

A1 A504

SLOPE

ROOF DRAIN & OVERFLOW DRAIN W/ CAST IRON STRAINER. OVERFLOW DRAIN INLET TO BE 2" HIGHER THAN PRIMARY ROOF DRAIN SEE PLUMBING DWGS. TYP.

SLOPE

E

E.2

EXPANSION JT. COVER TYP. BETWEEN NEW & EXISTING BUILDING 4'-0" SLOPE

SLOPE

73 8"

SLOPE

E.4

XX

3.7

A9 3 15'-7 " A504 4

SLOPE

SLOPE

ZZ YY

73 8"

SLOPE

SLOPE

SLOPE

E.8

F

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

E1 A515

SLOPE

A1 A503

SLOPE

FLASH AROUND EXISTING COLUMNS TO REMAIN.

SLOPE

DATE:

09.23.15

JOB NO.:

1016

SHEET:

13.1

12

13

14

A4 A507

SLOPE

SLOPE

SLOPE

SLOPE SLOPE

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. (AT RATED ROOFS SEE SHT. A101 & D1/A302) ON SLOPED METAL ROOF DECK.

SLOPE

NEW ROOF DRAIN & OVERFLOW AT EXISTING DECK

SLOPE

D.4 SLOPE

SLOPE

5'-0" SQ. WALK PAD

TAPERED ROOFING INSULATION CRICKETS TO SLOPE TO ROOF DRAINS

SHT. MTL. COPING TYP. AT PARAPETS

SLOPE

EXISTING SLOPED ROOF TO REMAIN

SLOPE

A1 A501

E

PREFINISHED, INSULATED, 3'-0" X 3'-0" STEEL ROOF HATCH W/ MECHANICAL LIFT ASSIST, LOCKABLE LATCH, CURB AND FLASHING.

INSTALL TAPERED ROOFING CRICKET AT ALL CURBS

A5 A503

ALL ROOF TOP EQUIPMENT TO BE LOCATED A MIN. 10'-0" AWAY FROM PARAPET, TYP.

C

D

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. (AT RATED ROOFS SEE SHT. A101 & D1/A302) ON SLOPED METAL ROOF DECK.

SLOPE

EXPANSION JT. COVER TYP. BETWEEN NEW & EXISTING BUILDING

LINE OF EXISTING ROOF TO BE REMOVED

R.T.U.

ROOF STRUCTURE SLOPES APPROX. 1/4" PER FOOT, TYP.

A1 A507

SLOPE

A1 A502

R.T.U.

EXPANSION JT. COVER TYP. BETWEEN NEW & EXISTING BUILDING

SLOPE

EXPANSION JT. COVER TYP. BETWEEN NEW & EXISTING BUILDING

EXISTING SLOPED ROOF TO REMAIN

B

EXPANSION JT. COVER TYP. BETWEEN NEW & EXISTING BUILDING

SLOPE

5'-0" SQ. WALK PAD

A A2 A507

EXISTING FALSE WALL TO REMAIN

SLOPE

INSTALL TAPERED ROOFING CRICKET AT ALL CURBS, TYP.

NORTH

EXISTING SLOPED ROOF TO REMAIN

6

SLOPE

5

4

NEW TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON NEW 4" (MIN. R-24) RIGID ROOFING INSULATION ON EXISTING METAL ROOF DECK. INSTALL NEW FLASHINGS AT PERIMETER AS REQUIRED TO PROVIDE WEATHER TIGHT CONDITIONS. TYP.

BID PHASE 1

A311

3

2

A312

1

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

PLAN NORTH

EXISTING ROOF TO REMAIN, NO WORK

BID PHASE 2

C

D1

MAYETTA, KANSAS

ROOF DIAGRAM

PRAIRIE BAND CASINO AND RESORT

CURVED STANDING SEAM METAL ROOF

PRAIRIE BAND BINGO & SLOT EXPANSION

SLOPED STANDING SEAM METAL ROOF

15

16

ROOF PLAN 3/32" = 1'-0"

A1

A302

17 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

OUTLINE OF EXISTING SLAB ON GRADE

ACCESS PANEL INTO CLOSET FOR DATA & POWER

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

'-0 67 "

WALKER DUCT LAYOUT FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com

AREA OF NEW SLAB ON GRADE

STRUCTURAL ENGINEER:

OUTLINE OF EXISTING SLAB ON GRADE

'-0 " 49

"

33'-10"

38

'-0

" '-0

"

" '-0 18

'-0

"

-0

6'

10

14'-0"

"

58'-0"

-0 2' WALKER DUCT LAYOUT

OUTLINE OF NEW WALKER DUCT

65'-07 8"

"

"

"

" '-0

24 '-0

"

'-0

-0

27

26

35

" '-0 34

'-0

35 " 36 '-0

" '-0

2'

18

" -0

"

34

6'

'-0

" '-0

"

18'-0"

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

"

27 '-0

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

'-0 " -0

1" 31'-72

89'-0"

29

34

"

2'

"

"

-0

" -0

"

'-0

2'

37

" '-0

" '-0 17

-0 "

6'

-0 38

'-0 46

' 40

B

ACCESS PANEL INTO NEW ELECTRICAL ROOM FOR SLOT AREA

" 6'

1" 5'-72

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

OUTLINE OF EXISTING SLAB ON GRADE

ACCESS PANEL INTO CLOSET FOR DATA & POWER

-0 2'

6' -0

"

ACCESS PANEL INTO CLOSET FOR DATA

BID PHASE 1

PROJECT:

OUTLINE OF EXISTING WALKER DUCT. FIELD VERIFY EXISTING CONDITIONS

NORTH

5'-6"

SAW CUT EXISTING FLOOR AS NEEDED FOR NEW WALKERDUCT IN THIS AREA

PLAN NORTH

23'-43 4"

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

D1

A311

C

A312

BID PHASE 2

MATCHLINE

3/32" = 1'-0"

MAYETTA, KANSAS

(ALT.) WALKER DUCT FLOOR PLAN

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

AREA OF NEW SLAB ON GRADE

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

155'-7"

2 A

1 31

ISSUED FOR:

16'-2"

20'-10"

16'-0"

SHELL PACKAGE

16'-0"

OVERALL WALKER DUCT PLAN

8'-0"

AS

PH

E 1

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

SHEET TITLE:

AREA OF NEW SLAB ON GRADE

BI D

A

1'-0"

H AT C

2

8'-0"

M

B PH ID AS E

LI

N

E

1 A3

69'-0" 94'-13 8"

DATE:

09.23.15

JOB NO.:

1016

SHEET:

(BASE BID) WALKER DUCT FLOOR PLAN 3/32" = 1'-0"

A1

A303 PLAN NORTH

NORTH

9

8

7

6

5

4

3

GENERAL PLAN NOTES: 1.

ALL BIDDERS TO VISIT AND TOUR BUILDING PRIOR TO BIDDING THE PROJECT.

EXISTING WALL TO REMAIN

COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, ADA / ACCESSIBILITY, LIFE SAFETY AND SAFETY GUIDELINES.

3.

ALL SUBCONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING BUILDING, CONDITIONS AND EXTENTS OF WORK PRIOR TO BIDDING.

4.

FIELD VERIFY EXISTING WALLS AND CONDITIONS.

5.

NOTIFY ARCHITECT OF ANY OF ANY DISCREPANCIES BETWEEN THE PROJECT DOCUMENTS AND EXISTING CONDITIONS.

NEW GYP. BD. WALL, SEE WALL TYPES.

7.

SEE STRUCTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

8.

ALL PENETRATIONS OF FIRE RATED FLOOR/CEILINGS AND WALLS TO BE PROPERLY FIRE STOPPED, FIRE CAULKED, DAMPERED, ETC. ARE REQUIRED TO MAINTAIN THE ASSEMBLIES FIRE-RATINGS.

NEW WALL TYPE

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

NEW DOOR

A

DO NOT SCALE DRAWINGS.

WINDOW TYPE DESIGNATION

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

EXISTING DOOR TO REMAIN

101A

6.

9.

1

PLAN LEGEND

2.

F

2

16.2

DOOR NUMBER RE: SCHEDULE

STRUCTURAL GRIDLINE REFERENCE ELEVATION REFERENCE

C1/A603

CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS. PROVIDE WEATHERTIGHT, WATERTIGHT AND AIRTIGHT PERFORMANCE.

A9 A504

SECTION REFERENCE

10. PROVIDE MOISTURE RESISTANT TYPE 'X' GYP. BD. AT TOILET ROOMS, JANITOR CLOSETS, MOP ROOMS AND ALL WALLS WITH SINKS LOCATED ON THEM, EXCEPT FOR WALLS TO RECEIVE CERAMIC TILE WHICH ARE TO BE CEMENT BD. THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

11. PROVIDE 2 X SOLID FIRE TREATED WOOD BLOCKING IN WALLS AS REQUIRED FOR CASEWORK, CABINETRY, COUNTERTOPS AND TOILET ACCESSORIES.

E

12. REPLACE AND REPAIR WALL WALLS, FLOORS, CEILINGS, ROOFING & MATERIALS AS REQUIRED FOR INSTALLATION OF ALL MEP ITEMS ETC.

MECHANICAL & PLUMBING ENGINEER:

13. PLAN DIMENSIONS ARE FROM COLUMN GRID. INTERIOR WALLS ARE FROM FACE OF FINISH MATERIAL. EXTERIOR WALLS ARE DIMENSIONED FROM OUTSIDE FACE OF STUD.

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

A1/A401

6" 1'-4"

7'-0"

7'-0"

NEW CONC. SIDEWALK, TYP. AT NEW DOORS. SLOPE AWAY FROM BUILDING., SEE CIVIL

1'-4"

19'-23 4"

5'-8" 1'-4"

7'-0"

7'-0"

1'-4" 6"

DIMENSIONS OF CONC. FTG. SEE STRUCT. DWGS

3'-11" FULL HT. CULTURED STONE ON 6" STUD FURRING

4'-2"

22'-0"

15'-9"

15.2

DIMENSIONS OF CONC. FTG. SEE STRUCT. DWGS

6'-3"

15.6

13.1

MAYETTA, KANSAS

PROJECT:

PRAIRIE BAND CASINO AND RESORT

67'-2"

1" 12'-22

H 8'-0"

6'-2"

22'-0"

16.2

H.8

15'-10"

J

6'-2"

16.6

17.2

DIMENSION TO OUTSIDE FACE OF STUD TYP. FOR EXTERIOR WALL PLAN DIMENSIONS

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

CONC. BANNER TIEDOWN W/ S.S. EYE BOLT. TYP. SEE D1/A501

A1/A401

16'-8"

9.5

4'-2"

D1 A501

64'-6"

12'-11" 1" 8'-32

4'-8"

11'-0"

1'-10"

6'-2"

D2/A401

EIFS OVER CULTURED STONE WAINSCOT

PRAIRIE BAND BINGO & SLOT EXPANSION

1" 6'-44 10'-83 4" STRUCT. STL. CROSS BRACING. SEE STRUCT. DWGS

10'-7"

B2/A401

3'-5"

D5 A603 D1/A603 D6/A603

23'-6"

LOW WALL, 42" ABOVE RAISED FLOOR

A6/A603

9'-10" 11'-0"

1'-4"

112A

1 2"

109B

109A

1" 15'-92

ALIGN

111

ALIGN

ALIGN

E6/A602 A1/A603

20'-6"

A5 A507

5'-1"

STOR 1'-4" 120 120

1" 14'-22

16'-8"

BINGO CAGE 117

A1 A506

DIMENSION TO OUTSIDE FACE OF STUD FOR EXTERIOR WALL PLAN DIMENSIONS A1

G

1'-4"

7'-6"

41'-5"

101D

8'-0"

J.2

F.7

117

101B

2'-0"

A801

ISSUED FOR:

SHELL PACKAGE 5'-0"

9 1'-4"

4'-0"

9.3

1" 16'-102

5'-0"

10

11

5'-8"

12 1" 44'-102 1" 47'-62

A

119

D

F.1

NEW CONC. SIDEWALK, TYP. AT NEW DOORS. SLOPE AWAY FROM BUILDING., SEE CIVIL

INSTALL GYP. BD. CONTROL JTS. AS REQUIRED BY MFR. TYP. WALLS, CEILINGS & SOFFITS

C.2

A4 A507

61'-87 8"

STRUCT. STL. CROSS BRACING. SEE STRUCT. DWGS

OFFICE 119

SLOPE

1

FULL HT. CULTURED STONE ON 6" STUD FURRING

101C

STOR 121

EIFS OVER CULTURED STONE WAINSCOT

J

4'-0" 121

H

VESTIBULE 101

101A

A

STRUCT. STL. CROSS BRACING. SEE STRUCT. DWGS

C

STOR 116

RAISED PLATFORM. 2'-2" AFF. 3/4" TREATED PLY. WD. ON 6" COLD METAL JSTS. 16" O.C.

FURRING WALLS AT NON-FIRE PROOFED COLUMN, TO BE LOCATED TIGHT TO STRUCTURE.

A

A1 A505

M

C9/A602 D9/A602

12'-10"

TC

D SE BI HA P

8

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

H

FX CABINET

2'-8"

2

32'-43 8"

N LI

8.7

45°

B1/A603

1'-0"

4'-1"

116

10'-11"

CALLER 115

D3/A603

1" 23'-02 A

5'-1"

8.1

D SE BI HA P

22'-0"

2 A3 11 D5/A401

A3 1

E

C

10'-11"

23'-6"

13'-0" 5'-3"

A1/A602

PRIVATE OFFICE 118

D7/A602

G

5'-3"

1" 9'-32 11'-9"

23'-5"

122

1-1/2" DIA. PAINTED STEEL HANDRAIL. RETURN TO WALL. MOUNT TOP OF RAIL 36" ABOVE LANDINGS & NOSINGS

4'-1"

CONCRETE SLAB ON GRADE TYP., SEE WALKERDUCT PAN. SEE STRUCT. DWGS. FOR CONTROL JTS., REINF., THICKNESS, ETC. ALIGN TOP OF SLAB W./ EXISTING BUILDING

5'-3"

A3/A602

C1/A602

D5/A602 C5/A602

C7/A602

CONCOURSE 102

B.4

45°

BINGO HALL 113

6'-8" B

GIFT SHOP 122

22'-27 8"

CONCESS 114

3'-8" CLEAR

118

28'-0"

5'-3"

113A

13'-0"

20'-6"

A1 A504

PAINTED STEEL ROOF ACCESS LADDER. MIN. 18" WIDE, 1 1/4" SERRATED RUNGS, 12" O.C., MAINTAIN MIN. 8" CLEARANCE FROM WALL/COLUMN.

FX CABINET

C1/A603

B

C

2-HR FIRE RATED WALL

DIMENSIONS OF CONC. FTG. SEE STRUCT. DWGS

B 114

8"

6'-8"

A7/A602

A5 A503

5'-8"

8.3

B

EXISTING BM.

STOR 107

SKYLT ABOVE

2'-10"

B7/A401

A1 A503

5'-8" 6'-2"

8"

2'-0"

CONC. BANNER TIEDOWN W/ S.S. EYE BOLT. TYP. SEE D1/A501

DISPLAY 123 2-HR FIRE RATED WALL

1'-4"

B1/A401

1'-0"

LOW FURRING WALL BELOW COUNTERTOP

E

112B

1'-6" 9'-6"

A9 A504

OFFICE 111

14'-7"

2'-0"

WOMEN'S 124

FAMILY 131

FURRING WALLS AT NON-FIRE PROOFED COLUMN, TO BE LOCATED TIGHT TO STRUCTURE.

107

WOMEN'S 125

2'-2"

131

ELEC 106

1" 7'-92

1" 6'-112 5'-03 4"

1" 1'-72 130 MOP 130

D.4

106

9'-6"

MEN'S 126

A1 A601

C

STOR 109

105

ALIGN

RUNGS, 12" O.C., MAINTAIN

E4/A602

OFFICE 110

STORAGE 112

113B

ALIGN

MEN'S 127

STOR 105

128

ELEC 128

CONCOURSE 103

J&S STRUCTURAL ENGINEERS EXISTING GRIDLINE

5"

CONFERENCE ROOM 108

cfse.com STRUCTURAL ENGINEER:

4'-11"

E1/A602

5'-10"

E3/A602

EXIST ELEC 129

F1/A602

ENGINEERS

1" 3'-72

MATCHLINE

D

F1/A602

MATCH EXISTING WALL TYPE & THICKNESS AT DOOR INFILL

EXISTING SIDEWALK TO REMAIN. SEE CIVIL

RELOCATED DRINKING FOUNTAINS SEE PLUMBING DWGS.

1" 3'-74

65'-35 8"

1'-10"

EXISTING CONCOURSE 104

2'-10"

32'-43 8"

10

CIVIL ENGINEER:

SLOPE

8

A311

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

BID PHASE 1

A312

BID PHASE 2

19'-23 4"

8'-4"

13

14

41'-8"

29'-8"

15

16 104'-113 4"

14'-5"

16.7

6'-2"

SHEET TITLE:

FLOOR PLAN PHASE ONE

17 1'-4"

104'-113 4"

368'-8" 371'-4"

DATE:

09.23.15

JOB NO.:

1016

SHEET:

FLOOR PLAN 1/8" = 1'-0"

A1

A311 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

25'-0"

8 32'-43 8"

25'-0"

ALIGN 9"

5'-03 4"

9'-6"

D1/A604 GAMING 132

MEN'S 126

A1 A601

130 MOP 130

CONC. BANNER TIEDOWN W/ S.S. EYE BOLT. TYP. SEE D1/A501

2'-10" DIMENSIONS OF CONC. FTG. SEE STRUCT. DWGS

20'-6"

A1 A504 28'-0"

3

25'-0"

4

25'-0"

5

6

7

157'-07 8"

8

AT C H LI M

PROJECT:

4'-0" 12'-10"

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

2'-0"

2'-8"

32'-43 8"

25'-0"

STOR 121

J FULL HT. CULTURED STONE ON 6" STUD FURRING

1

2

15'-0"

H

E

1" 6'-72

28'-1"

C9/A602 D9/A602

STRUCT. STL. CROSS BRACING. SEE STRUCT. DWGS

121

1.1

A

8.7

EIFS OVER CULTURED STONE WAINSCOT

D S BI HA P

3.7

1.8

7.3

6.6

5.6

4.6

8.1

2

22'-0"

1

22'-0"

22'-0"

22'-0"

22'-0"

C

10'-11"

5'-1"

8.3

22'-0"

GIFT SHOP 122

22'-27 8"

G

NEW CONC. SIDEWALK, TYP. AT NEW DOORS. SLOPE AWAY FROM BUILDING., SEE CIVIL

1 25'-216"

122

CONCOURSE

D7/A602

D SE BI HA P

B

C7/A602 23'-5"

5'-8"

C

2-HR FIRE RATED WALL

A5 A503

A1 A503

5'-8" 6'-2"

8"

E

41'-5"

4'-2"

LOW FURRING WALL BELOW COUNTERTOP

2 A3 11 D5/A401

B5/A401

D1 A501

DIMENSIONS OF CONC. FTG. SEE STRUCT. DWGS

WOMEN'S 124

FAMILY 131

N E

A4 A502

ANGLED GRIDLINE

A1 A502

A1 A501

B8/A401

ANGLED GRIDLINES

132D

1 21'-016"

4'-2"

CONC. BANNER TIEDOWN W/ S.S. EYE BOLT. TYP. SEE D1/A501

9'-2"

B5/A401

4'-2"

XX

YY

4'-2" 4'-2"

ZZ

EQ.

EQ. 5'-9"

F

132C

E.8

E.2

E.4

19'-7"

2'-0"

19'-9"

132B

132A

D.4

SLOPE

88 °

NEW CONC. SIDEWALK, TYP. AT NEW DOORS. SLOPE AWAY FROM BUILDING., SEE CIVIL

3'-0"

SLOPE

INSTALL GYP. BD. CONTROL JTS. AS REQUIRED BY MFR. TYP. ALL NEW WALLS, CEILINGS & SOFFITS

6'-2"

5'-6"

E

1" 11'-58

1" 5'-82

D

DISPLAY 123 2-HR FIRE RATED WALL

D5/A602 C5/A602

131

WOMEN'S 125

2'-2"

14'-0"

CONCRETE SLAB ON GRADE TYP., SEE WALKERDUCT PAN. SEE STRUCT. DWGS. FOR CONTROL JTS., REINF., THICKNESS, ETC. ALIGN TOP OF SLAB W./ EXISTING BUILDING

A3 1

FX CABINET

B7/A401

A2 A501

C

C

A9 A504

1" 1'-72

134

PAINTED STEEL ROOF ACCESS LADDER. MIN. 18" WIDE, 1 1/4" SERRATED RUNGS, 12" O.C., MAINTAIN MIN. 8" CLEARANCE FROM WALL/COLUMN.

ALIGN

2-HR SPRAY ON FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, BEAMS, JOISTS & DECKING. SEE A101 FOR EXTENTS.

CONCOURSE

MEN'S 127

ALIGN

B1/A604

F5/A604

E1/A604

E5/A604 5'-10"

EXTEND EXISTING WALLS UP TO BOTTOM OF NEW ROOF DECK

A1/A604

B4/A604

ELEC 128

ELECT. ROOM EQUIPMENT TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

STOR 134

B7/A604

EXIST ELEC 129

A1 A507

EXTEND EXISTING WALLS UP TO BOTTOM OF NEW ROOF DECK

1" 30'-92

HIGH LIMIT SLOTS 135

A2 A507

J&S STRUCTURAL ENGINEERS

128

ALIGN

FX CABINET

ALIGN

EXIST SERVER 133

STRUCTURAL ENGINEER:

C1/A602

SERVERS TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

A1 A502

1'-10"

EXISTING GRIDLINE

A

cfse.com

1" 3'-74

65'-35 8"

1'-10"

10

MAYETTA, KANSAS

25'-0"

7

ENGINEERS

PRAIRIE BAND CASINO AND RESORT

15'-0"

6

CIVIL ENGINEER:

PRAIRIE BAND BINGO & SLOT EXPANSION

5

4

1" 6'-72

28'-1"

D

3

2

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

BID PHASE 1

MATCHLINE

1

BID PHASE 2

A311

ELECT. ROOM EQUIPMENT TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

A312

SERVERS TO REMAIN IN SERVICE DURING CONSTRUCTION. CONTRACTOR TO TAKE ALL NECESSARY MEANS TO PROTECT EQUIPMENT AND ENSURE SERVICE

61'-87 8"

A1/A401

A1/A401

J.2 Copyright 2015 H2B architect, inc.

DIMENSION TO OUTSIDE FACE OF STUD FOR EXTERIOR WALL PLAN DIMENSIONS A1

6" 1'-4"

7'-0"

7'-0" 16'-8"

9.5

A801 NEW CONC. SIDEWALK, TYP. AT NEW DOORS. SLOPE AWAY FROM BUILDING., SEE CIVIL

1'-4"

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHELL PACKAGE 5'-0"

9

4'-0"

9.3

5'-0"

10

SHEET TITLE:

FLOOR PLAN PHASE TWO

11

1'-4"

A

218'-93 4" 368'-8" 371'-4"

DATE:

09.23.15

JOB NO.:

1016

SHEET:

FLOOR PLAN 1/8" = 1'-0"

A1

A312 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

BID PHASE 1

S

S

FS

S

FS

FS

S

EXIST. CEILING TO REMAIN

S

S

S

FS

S

S

EXIST. CEILING TO REMAIN

EXIST. CEILING TO REMAIN EXIST GYP CEILING EL. +10'-11 1/2"

LAY-IN CEILING EL. +10'-0" S

EXIST GYP CEILING EL. +11'-0"

S

LAY-IN CEILING EL. +11'-0"

S S S

OPEN CEILING TO STRUCT

EXIST. CEILING TO REMAIN

GYP CEILING EL. +14'-0"

LAY-IN CEILING EL. +10'-0"

S

S LAY-IN CEILING EL. +12'-0"

S

GYP CEILING EL. +8'-0" S HEADER EL. +8'-0"

S

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +10'-0"

GYP CEILING EL. +15'-0"

GYP CEILING EL. +10'-0"

GYP CEILING EL. +11'-0" LAY-IN CEILING EL. +12'-0"

LAY-IN CEILING EL. +12'-0"

GYP CEILING EL. +10'-0"

H LI

OPEN TO SKYLIGHT

C

D SE BI HA P 2

D SE BI HA P

INSTALL CONTROL JOINTS IN GYP. BD. CEILINGS & SOFFITS, ETC. AS REQUIRED

GYP CEILING EL. +20'-0"

GYP CEILING EL. +8'-6"

N A3 E 1 4 A3 13

GYP CEILING EL. +8'-6"

LAY-IN CEILING EL. +10'-0" GYP CEILING EL. +10'-0"

GYP CEILING EL. +20'-0"

1

GYP HEADER EL. +21'-7"

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +10'-0"

LAY-IN CEILING EL. +12'-0"

GYP CEILING EL. +20'-0"

LAY-IN CEILING EL. +10'-0"

LAY-IN CEILING EL. +15'-0"

GYP CEILING EL. +8'-0" GYP CEILING EL. +10'-0"

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

B

GYP CEILING EL. +10'-11 1/4" ±

LAY-IN CEILING EL. +10'-0"

GYP CEILING EL. +20'-0"

GYP CEILING EL. +8'-6"

S

OPEN CEILING TO STRUCT

GYP CEILING EL. +10'-0"

AT

LAY-IN CEILING EL. +12'-6"

S

LAY-IN CEILING EL. +10'-0"

LAY-IN CEILING EL. +10'-0"

M

GYP SOFFIT EL. +8'-0"

S

S

NEW GYP. BD. CEILING TO ALIGN W/ EXISTING. OPEN GYP CEILING CEILING EL. +8'-6" TO STRUCT GYP CEILING EL. +10'-0"

FS

PROJECT:

R20'-0"

LAY-IN CEILING EL. +13'-6"

S

LAY-IN CEILING EL. +11'-4"

LAY-IN CEILING EL. +10'-0"

WOOD WRAPPED MTL. STUDS

4'-1"

GYP CEILING EL. +9'-11 1/2"

S

C

MATCHLINE

S

MAYETTA, KANSAS

FS

PRAIRIE BAND CASINO AND RESORT

S

J&S STRUCTURAL ENGINEERS

PRAIRIE BAND BINGO & SLOT EXPANSION

D

REMOVE, SALVAGE & REINSTALL EXISTING CEILING AS REQUIRED FOR NEW MECH. INSTALLATION RESTRUCTURE STEEL SUPPORT FOR EXISTING LIGHT FIXTURE

A313

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

A314

BID PHASE 2

MATCHLINE

ELECTRICAL ENGINEER:

LAY-IN CEILING EL. +10'-0" GYP CEILING EL. +9'-11-3/8"

CURVED GYP. BD.

Copyright 2015 H2B architect, inc.

LAY-IN CEILING EL. +10'-0"

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

INSTALL CONTROL JOINTS IN GYP. BD. CEILINGS & SOFFITS, ETC. AS REQUIRED

WOOD WRAPPED MTL. STUDS

T&G WOOD SOFFIT WOOD WRAPPED STEEL BEAM

WOOD WRAPPED MTL. STUDS

WOOD BRACKETS

WOOD WRAPPED STEEL BEAM

ISSUED FOR:

SHELL PACKAGE

T&G WOOD SOFFIT SHEET TITLE:

PAINTED STEEL TRUSS

A

RCP PHASE ONE

HIGH CONCOURSE CEILING ABOVE VESTIBULE

DATE:

09.23.15

JOB NO.:

1016

SHEET:

REFLECTED CEILING PLAN 1/8" = 1'-0"

A1

A313 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

R54'-0"

GYP CEILING EL. +10'-6"

S S

S S

6'-0"

OPEN CEILING TO STRUCT GYP CEILING EL. +12'-2"

R28'-0" LAY-IN CEILING EL. +14'-6"

LAY-IN CEILING EL. +13'-6"

GYP SOFFIT EL. +8'-0" LAY-IN CEILING EL. +12'-6"

LAY-IN CEILING EL. +12'-6"

S

GYP CEILING EL. +8'-0" GYP CEILING EL. +10'-0"

GYP CEILING EL. +8'-6"

S

LAY-IN CEILING EL. +12'-0"

S

GYP CEILING EL. +10'-0"

S

S LAY-IN CEILING EL. +12'-0"

GYP CEILING EL. +10'-0"

GYP CEILING EL. +8'-6"

2

T&G WOOD SOFFIT WOOD WRAPPED STEEL BEAM EIFS HEADER

INSTALL CONTROL JOINTS IN GYP. BD. CEILINGS & SOFFITS, ETC. AS REQUIRED

GYP CEILING EL. +11'-0" LAY-IN CEILING EL. +12'-0"

GYP CEILING EL. +10'-0"

1

T&G WOOD SOFFIT

WOOD WRAPPED MTL. STUDS

GYP CEILING EL. +15'-0"

GYP CEILING EL. +8'-6"

D SE BI HA P

B

S

LAY-IN CEILING EL. +10'-0"

D SE BI HA P

EIFS HEADER

GYP CEILING EL. +20'-0"

GYP CEILING EL. +8'-0" S HEADER EL. +8'-0"

LI A N 3 E A3 14 13

LAY-IN CEILING EL. +14'-6"

GYP CEILING EL. +10'-11 1/4" ±

S

NEW GYP. BD. CEILING TO ALIGN W/ EXISTING. OPEN GYP CEILING CEILING EL. +8'-6" TO STRUCT GYP CEILING EL. +10'-0"

S

AT C H

LAY-IN CEILING EL. +13'-6"

LAY-IN CEILING EL. +12'-6"

S

FS

M

LAY-IN CEILING EL. +13'-6"

S

R20'-0"

R18'-0

GYP CEILING EL. +13'-10"

EXIST. CEILING TO REMAIN

LAY-IN CEILING EL. +11'-4"

PROJECT:

4'-1"

GYP CEILING EL. +9'-11 1/2"

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

WOOD WRAPPED STEEL BEAM

FS

EXIST GYP CEILING EL. +11'-0"

"

OPEN CEILING TO STRUCT

12'-0"

6'-0"

R40

'-0"

4'-0"

ALIGN WITH EXISTING GYP BOARD HEIGHT

LAY-IN CEILING EL. +14'-6"

WOOD WRAPPED MTL. STUDS

S

EXIST SOFFIT EL. +9'-5"

T

LAY-IN CEILING EL. +12'-6"

T&G WOOD SOFFIT

BID PHASE 1

MAYETTA, KANSAS

EXIST SOFFIT EL. +9'-5"

LAY-IN CEILING EL. +13'-6"

GYP CEILING EL. +12'-0"

J&S STRUCTURAL ENGINEERS

EXIST. CEILING TO REMAIN

MATCHLINE

EXIST SOFFIT EL. +9'-5"

LAY-IN CEILING EL. +15'-6"

C

STRUCTURAL ENGINEER:

EXIST. CEILING TO REMAIN

6'-0"

EXIST SOFFIT EL. +9'-5"

cfse.com

PRAIRIE BAND CASINO AND RESORT

EXIST. CEILING TO REMAIN

ENGINEERS

PRAIRIE BAND BINGO & SLOT EXPANSION

BIDDERS ARE TO PROVIDE SEPARATE BIDS FOR EACH BID PHASE

CIVIL ENGINEER:

A313

D

A314

BID PHASE 2

MATCHLINE

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

EIFS HEADER

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

LAY-IN CEILING EL. +10'-0" ISSUED FOR:

SHELL PACKAGE T&G WOOD SOFFIT

SHEET TITLE:

RCP PHASE TWO

WOOD WRAPPED STEEL TRUSS

HIGH TRUSS CEILING

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

RCP 1/8" = 1'-0"

A1

A314 PLAN NORTH

NORTH

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

ENLARGED ELEVATION 1/4" = 1'-0"

E1

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

J&S STRUCTURAL ENGINEERS

D

J

J.2

E

E

J.2

T.O. WALL 131'-0" T.O. STUD 130'-9"

3/4" EXPAN. JT. IN EIFS, CAULK & BACKER ROD T.O. WALL 127'-0" T.O. STUD 126'-9"

J

H

T.O. WALL 131'-0" T.O. STUD 130'-9"

T.O. WALL 127'-0" T.O. STUD 126'-9"

PEFINISHED SHT. MTL. COPING TYP. 1" R.O. 13'-12

WOOD TRIM

1"R.O. 11'-42

KAWNEER, SERIES 1600 CURTAIN WALL SYSTEM, OR EQ. W/ STRUCTURAL SILICONE GLAZED INTERMEDIATE HORZONTALS W/ ALUM. CAP VERTICALS. ANODIZED ALUM., W/ TINTED, INSULATED, GLAZING

ANODIZED SHT. MTL. TRIM TO MATCH DOOR/ WINDOW COLOR CULTURED STONE OVER AIR BARRIER MEMBRANE

ELEVATION

C

3/32" = 1'-0"

ZZ

ZZ

XX

ELEVATION 3/32" = 1'-0"

A5 A507

A5 A507

A1 A504

SIGNAGE B.O. SEE ELECT. DWGS

D3

ELEVATION

D5

3/32" = 1'-0"

H

ZZ

F.1

C.2

D2

B

SHT. MTL. COPING

17

YY 3/4" EXPAN. JT. IN EIFS, CAULK & BACKER ROD

H.8

T.O. WALL 124'-3" T.O. STUD 124'-0"

T.O. WALL 124'-3" T.O. STUD 124'-0"

T.O. WALL 124'-3" T.O. STUD 124'-0"

T.O. SOG 100'-0"

T.O. SOG 100'-0"

T.O. SOG 100'-0"

EXPAN. JT. COVER

PROJECT:

YY

3/4" EXPAN. JT. IN EIFS

EXISTING

4'-0" TYP.

YY

NEW

MAYETTA, KANSAS

G

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

C

DECORATIVE BANNER ANCHORED TO BUILDING

B

ELEVATION 3/32" = 1'-0"

1

ELEVATION

B8

3/32" = 1'-0"

4

6

EXISTING TO REMAIN, BEYOND

ELEVATION

B7

3/32" = 1'-0"

7

3/4" EXPAN. JT. IN EIFS AT & BEHIND DECORATIVE COL. TYP., CAULK & BACKER ROD

EAST ELEVATION

B5

3/32" = 1'-0"

8

ELEVATION

B2

3/32" = 1'-0"

B1

9 14

EXISTING TO REMAIN, BEYOND

9.5

15

3/4" EXPAN. JT. IN EIFS AT & BEHIND DECORATIVE COL. TYP., CAULK & BACKER ROD

16 EXISTING TO REMAIN, BEYOND

13.1

17

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

12 4

PEFINISHED SHT. MTL. COPING TYP.

17.2

PEFINISHED SHT. MTL. COPING TYP.

T.O. WALL 124'-3" T.O. STUD 124'-0"

8.3

8.7

EXISTING TO REMAIN, BEYOND

T.O. WALL 124'-3" T.O. STUD 124'-0"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

3'-0"

EXTERIOR ELEVATIONS

A T.O. SOG 100'-0"

WOOD WRAPPED STEEL BEAM & COLUMNS

D1 A501

DECORATIVE BANNER ANCHORED TO BUILDING

EAST ELEVATION 3/32" = 1'-0"

A1

A1 A506

A4 A507

WOOD WRAPPED EXPOSED STEEL STEEL TRUSS TRUSS, PAINTED.

A1 A505

CULTURED STONE OVER AIR BARRIER MEMBRANE

SIGNAGE, PROVIDE SOLID TREATED WOOD BLOCKING & POWER

A8 A503

D1 A501

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE

A5 A503

DECORATIVE BANNER ANCHORED TO BUILDING

A4 A502

A1 A502

A1 A501

DECORATIVE BANNER ANCHORED TO BUILDING

A1 A503

T.O. SOG 100'-0"

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE NEW CULTURED STONE TO MATCH EXISTING, TYP.

CULTURED STONE OVER AIR BARRIER MEMBRANE

DATE:

09.23.15

JOB NO.:

1016

SHEET:

A401

9

8

7

6

5

4

3

2

1

F STAINLESS STEEL EYE BOLT ANCHOR FOR DECORATIVE BANNER

1'-0" 45°

8X8 WOOD BRACKET, STAIN 1'-2" 1" 12

1 3"± 14"

1'-2"

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

T.O. STONE 111'-3"±

6"

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

1"

1"

B1 A511

EXISTING

EXISTING

H.2 C

H.9 C

H.9 C

1

DECORATIVE BANNER, (8) THUS SEE ELEVATIONS FOR LOCATIONS

E

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

12

11'-0"

EXISTING

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

EXISTING STRUCTURE & ROOF TO REMAIN

A1 A511

12X12 CONC. W/ STAINLESS STEEL EYE BOLT (2) PER BANNER

2'-1"

4"

4"

1"

STAINLESS STEEL EYE BOLT ON SOLID BLK'G ON COLD FORMED FRAMING

2'-1"

ELECTRICAL ENGINEER:

T.O. FTG 100'-0"

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

2'-4"

4'-2"

CIVIL ENGINEER:

ENGINEERS

8'-8" cfse.com

D1

J&S STRUCTURAL ENGINEERS

EXISTING

C

H.9A C

EXISTING

NEW

ZZ

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK.

EXISTING WALL & STRUCTURE TO REMAIN EXPANSION JT. COVER

YY B1 A515

1'-4"

PREFINISHED SHT MTL COPING

T.O. WALL 124'-3"

CAST IRON ROOF DRAIN, SEE ROOF PLAN. SEE PLUMBING DWGS. TYP. SLOPE

T.O. STUD 124'-0" SLOPE

T.O. BM 122'-1-1/4"

EXISTING TO BE REMOVED

T.O. BM 121'-7"

EXISTING ROOFS TO BE REMOVED

EIFS DRAINAGE TERMINATION

C1 A511

SHT. MTL. COUNTER FLASHING EXISTING TO REMAIN

EXISTING TO BE REMOVED

12 SPRAY-ON FIRE PROOFING AT STRUCTURAL STEEL. SEE SHT. A101.

EXISTING WALL & STRUCTURE TO REMAIN

C

STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON SHEATHING

3-3/4

D3 A511

COLD METAL FRAMING

SEE RCP FOR CEILING INFORMATION REWORK EXISTING MECH. SEE MECH. DWGS.

T.O. BM 115'-9"

1'-45 8"

EXISTING TO BE REMOVED

8'-2"

1'-4" 6'-2"

2'-6" 3'-45 8"

24'-0"

EXISTING TO BE REMOVED 5/8" DENSGLASS GOLD SHEATHING

COLD METAL FRAMING EXTERIOR WALLS, SIZE

BY CONTRACTOR.

DECORATIVE COLUMN SEE D1/A501 ABOVE

5/8" GYP. BD.

PROJECT:

6" FOIL FACED BATT INSULATION

MAYETTA, KANSAS

D

1/2" = 1'-0"

PRAIRIE BAND CASINO AND RESORT

1'-0"

STRUCTURAL ENGINEER:

PRAIRIE BAND BINGO & SLOT EXPANSION

DECORATIVE COL. SECTION

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE. SEE A515 TYP.

B

EIFS TERMINATION SEE DETAIL

A6 A515 4"

SIMULATED STONE SILL WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING MORTAR SETTING BED

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

CONC. SLAB W/ WALKER DUCT, ON VAPOR BARRIER ON 4" CRUSHED ROCK. SEE STRUCTURAL DWGS.

3'-8"

2.5 GAL. METAL LATH EXISTING SLAB TO REMAIN

SCRATCH COAT CULTURED STONE VARIES THICKNESS FROM 1"-3"

ISSUED FOR:

SHELL PACKAGE

SHT. MTL. FLASHING SHEET TITLE:

T.O. SOG 100'-0"

2'-0" MIN.

WALL SECTIONS

A 2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP. REINF. CONC. FTGS & FOUNDATIONS, SEE STRUCT. DWGS., TYP.

DEMOLITION HIGH LIMIT SECTION 1/2" = 1'-0"

A2d

DEMOLITION HIGH LIMIT SECTION 1/2" = 1'-0"

A1d

HIGH LIMIT SECTION 1/2" = 1'-0"

A2

DATE:

09.23.15

JOB NO.:

1016

SHEET:

HIGH LIMIT SECTION 1/2" = 1'-0"

A1

A501

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

H.1 C

ZZ

H C

XX

A

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

1'-10"

9'-2"

CIVIL ENGINEER:

EXISTING

NEW

ENGINEERS

STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON COLD METAL FRAMING

cfse.com STRUCTURAL ENGINEER:

J&S STRUCTURAL ENGINEERS 1" 94

D5 A511 T.O. BM VARIES

1'-3"

D CARRY MEMBRANE UP PARAPET, TYP.

EXISTING TO BE REMOVED

TONGUE & GROOVE WOOD SOFFIT.ON 2X TREATED WOOD FURRING. TYP.

10 x 6 STEEL TUBE, SEE STRUCT. WRAPPED W/ 2X WD TRIM ON WD BLK'G

C5 A511

SLOPE

SLOPE

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE. SEE A515 TYP.

EXISTING TO BE REMOVED

EXPANSION JT. COVER KNEE WALL

EXISTING TO REMAIN

B1 A515 PREFINISHED SHT MTL COPING

T.O. WALL 124'-3"

T.O. BM 122'-9"

SLOPE

SLOPE

STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON COLD METAL FRAMING

A5 A511

T.O. BM 121'-7" EIFS DRAINAGE TERMINATION SHT. MTL. COUNTER FLASHING STEEL BEAM, SEE STRUCT.

STEEL BEAM, SEE STRUCT.

STEEL BEAM W/ SPRAY-ON FIRE PROOFING, SEE STRUCT.

EXISTING WALL TO REMAIN

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK.

YY

T.O. STUD 124'-0"

T. O. STL. 123'-1"

1'-6"

TPO ROOFING ON MIN 4" RIGID ROOFING INSULATION ON METAL DECKING ON STEEL JOISTS

ZZ

A8 A515

C

SPRAY-ON FIRE PROOFING AT STRUCTURAL STEEL. SEE SHT. A101.

C1 A511

D3 A511

EXISTING WALL TO REMAIN T.O. BM 115'-9"

SUSPENDED GYP. BD. CEILING, SEE RCP.

GYP. BD. SOFFIT ALIGN W/ & TIE INTO EXISTING SOFFIT

15'-9"

B

PROJECT:

22'-9" 19'-10"

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE. SEE A515 TYP.

24'-0"

SEE A1/A501

21'-10"

3'-0"

3'-0" AT CENTER ARCH

TONGUE & GROOVE WOOD SOFFIT.ON 2X TREATED WOOD FURRING. TYP.

MAYETTA, KANSAS

H C

EXISTING

PRAIRIE BAND CASINO AND RESORT

EXISTING

PRAIRIE BAND BINGO & SLOT EXPANSION

EXISTING

A6 A515 Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

NEW CONC. FOOTINGS AT NEW STEEL COLUMNS. SEE STRUCT DWGS.

SHELL PACKAGE SHEET TITLE:

T.O. SOG 100'-0"

2'-0" MIN.

A

WALL SECTIONS

CONC. SIDEWALK AT DOORS, SLOPE AWAY FROM BUILDING. TYP. ASPHALT IMPREGNATED FIBERBOARD CAPPED WITH ELECTROMETRIC POLYURETHANE CAULK EXPANSION JOINT. TYP. WHERE PAVING ABUTS BUILDING.

DEMOLITION CASINO SECTION 1/2" = 1'-0"

A2d DEMOLITION CASINO SECTION A1d 1/2" = 1'-0"

TYP. CASINO SECTION 1/2" = 1'-0"

DATE:

09.23.15

JOB NO.:

1016

SHEET:

A4

TYP. CASINO SECTION 1/2" = 1'-0"

A2

TYP. CASINO SECTION 1/2" = 1'-0"

A1

A502

9

8

7

6

5

4

3

EXISTING

EXISTING

H.1 C

H.1 C

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

C

D.4 10"

2'-0"

C

PREFINISHED SHT MTL FLASHING 1X10 WOOD TRIM 1" 94

PREFINISHED SHT MTL FLASHING MEMBRANE FLASHING ON 5/8" DENS GLASS SHEATHING

TONGUE & GROOVE 12x6 STEEL TUBE, SEE STRUCT. WRAPPED W/ 2X WD TRIM ON WD BLK'G

PREFINISHED SHT MTL FLASHING 1X10 WOOD TRIM

TONGUE & GROOVE

SEALANT

SLOPED STEEL TUBE, SEE STRUCT.

TERMINATION BAR

6X6 STEEL TUBE COLUMN, SEE STRUCT. SLOPE

COUNTER FLASHING MEMBRANE FLASHING

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK. SLOPE

EXISTING WALL

T.O. BM 116'-3-1/2"

SEALANT 1'-7"

1" 12

TERMINATION BAR

SEALANT

COUNTER FLASHING MEMBRANE FLASHING

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK.

T.O. STUD 119'-7"

MEMBRANE FLASHING

SLOPE

SLOPE

T.O. BM 116'-3-1/2"

BEARING 116'-0"

3/4" TREATED PLY. WD.

BEARING 116'-0"

T.O. STONE 115'-3"±

3"±

6"

SEALANT

12x6 STEEL TUBE, SEE STRUCT. WRAPPED W/ 2X WD TRIM ON WD BLK'G

SLOPE

T.O. WALL 119'-10"

SEALANT, BOTH SIDES

T. O. STL. 118'-8"

2X WOOD COLUMN TRIM

SLOPE

B1 A515

PREFINISHED SHT MTL COPING

1"

SHT. MTL. COUNTER FLASHING

EXISTING WALL

1'-6"

T.O. BM VARIES

3"

MEMBRANE FLASHING ON 5/8" DENS GLASS SHEATHING

EIFS DRAINAGE TERMINATION

8" MIN.

C

1" 94

PREFINISHED SHT MTL FLASHING

STANDING SEAM PREFINISHED METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON COLD METAL FRAMING

8" MIN.

STANDING SEAM PREFINISHED METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON 6" COLD METAL FRAMING

T.O. BM VARIES

1" SIMULATED STONE SILL WEATHER BARRIER 4" GALV. COLD METAL FRAMING

5/8" DENSGLASS GOLD SHEATHING 6" FOIL FACED BATT INSULATION

TREATED WD BLK'G FOR SIGNAGE. PROVIDE POWER. 19'-7"

1

15'-0"

B

SEE A1/A503 FOR WALL NOTES

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE. SEE A515 TYP.

16'-0"

EXISTING DECORATIVE COLUMN WRAP W/ CULTURED STONE ON METAL STUDS TO BE REMOVED. EXISTING STRUCTURAL STEEL COLUMN INSIDE WRAP TO REMAIN.

1" 16'-32

12

EXISTING WALL TO REMAIN. REMOVE EXISTING SURFACE APPLIED CULTURED STONE

A6 A515

A6 A515

COLD METAL FRAMING EXTERIOR WALLS, SIZE

BY CONTRACTOR.

PROJECT:

CULTURED STONE

MAYETTA, KANSAS

D.4

STANDING SEAM PREFINISHED METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON 6" COLD METAL FRAMING

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

EIFS TERMINATION SEE DETAIL SIMULATED STONE SILL WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

EXISTING WALL TO REMAIN. REMOVE EXISTING SURFACE APPLIED CULTURED STONE

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

MORTAR SETTING BED 2.5 GAL. METAL LATH SCRATCH COAT CULTURED STONE VARIES THICKNESS FROM 1"-3"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

1"

2'-10"

T.O. FTG 100'-0"

T.O. SOG 100'-0"

2'-0" MIN.

T.O. SOG 100'-0"

2'-0" MIN.

WALL SECTIONS

FLASHING

A

CONC. FTG.

2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

SECTION AT PILASTER 1/2" = 1'-0"

A8

2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

SECTION AT NEW RESTROOMS 1/2" = 1'-0"

A5

DATE:

09.23.15

JOB NO.:

1016

SHEET:

SECTION AT NEW RESTROOMS 1/2" = 1'-0"

A1

A503

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

EXISTING 14 C

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

10

CIVIL ENGINEER:

11

11

12

ENGINEERS cfse.com

EXISTING WALL

EXPANSION JT. COVER

T.O. WALL 127'-0" T.O. STUD 126'-10-1/2" TAPERED ROOFING INSULATION SEE ROOF PLAN

T.O. WALL 127'-0" TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK. SLOPE

T.O. STUD 126'-10-1/2"

T.O. STUD 126'-10-1/2"

KAWNEER, SERIES 1600 SLOPED GLAZING, 2-1/2"X"6 OR EQ. ANODIZED ALUM., W/ TINTED, INSULATED, LAMINATED GLAZING

SLOPE

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK.

T.O. STL. 124'-0-1/2"

T.O. WALL 127'-0"

SEALANT, BOTH SIDES

T.O. STUD 126'-9"

MEMBRANE FLASHING SLOPE

T.O. STL. 124'-0-1/2"

T.O. STL. 123'-11-1/4"

PREFINISHED SHT MTL COPING

T.O. WALL 127'-0"

1" 15'-62

B1 A515

EIFS SYSTEM SLOPE

T.O. STL. 124'-0-1/2"

T.O. BM 123'-9" EIFS DRAINAGE TERMINATION SHT. MTL. COUNTER FLASHING 8"

MEMBRANE FLASHING

8"

8"

8"

T.O. STL. VARIES W/ ROOF SLOPE (120'-8" - 122'-0")

1" 16'-102

C

SEE RCP FOR CEILING MATERIAL & HT.

SEE RCP FOR CEILING MATERIAL & HT.

PROJECT:

5/8" DENSGLASS GOLD SHEATHING 6" FOIL FACED BATT INSULATION

MAYETTA, KANSAS

D

B1 A515

J&S STRUCTURAL ENGINEERS

PRAIRIE BAND CASINO AND RESORT

MEMBRANE FLASHING TURNED UP WALLS

14

PRAIRIE BAND BINGO & SLOT EXPANSION

9

15°

STRUCTURAL ENGINEER:

COLD METAL FRAMING EXTERIOR WALLS, SIZE

BY CONTRACTOR.

B

5/8" GYP. BD. 2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE. SEE A515 TYP.

A6 A515

EIFS TERMINATION SEE DETAIL SIMULATED STONE SILL

Copyright 2015 H2B architect, inc.

WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

2.5 GAL. METAL LATH

4'-0"

MORTAR SETTING BED CONC. SLAB W/ WALKER DUCT AT BINGO HALL. ON VAPOR BARRIER ON 4" CRUSHED ROCK. SEE STRUCTURAL DWGS.

SCRATCH COAT CULTURED STONE VARIES THICKNESS FROM 1"-3"

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

T.O. SOG 100'-0"

T.O. SOG 100'-0"

WALL SECTIONS

A DATE:

09.23.15

JOB NO.:

1016

SHEET:

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

A9

SECTION AT NEW CONCOURSE 1/2" = 1'-0"

A1

A504

9

8

7

6

5

4

3

2

1

1" 42'-42

9.5

13.1 1" 15'-54

1" 15'-54

F

6'-115 8"

8"

6'-115 8"

8"

6" 6" T.O. TRUSS @ APEX 125'-1"

1'-4"

5'-9"

R70'-0"

4'-4"

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

WELDED STEEL CAP

8"

7'-0"

16X8 STEEL TUBE

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

8"

8X8 STEEL TUBE

45°

1'-4"

8"

WELDED STEEL END CAP 8X8 STEEL TUBE

R63'-0"

16X8 STEEL TUBE

E

PAINT ALL EXPOSED STEEL

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

12X12 STEEL TUBE COLUMN

MECHANICAL & PLUMBING ENGINEER:

CL

FACILITY ENGINEERING AND CONSULTING, LLC

A1 A505

TOPEKA, KS

PHONE: (785) 217-7670

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

B.4

D1 J

H C

A4 A507

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

J.2

CIVIL ENGINEER:

5'-0"

3'-0"

4'-0" ENGINEERS cfse.com

EXISTING

STRUCTURAL ENGINEER:

10 E

11 E

3'-6"

T.O. WALL 127'-0"

T.O. STUD 126'-9"

T.O. STUD 126'-10-1/2"

EIFS SYSTEM

10'-0"

TAPERED ROOFING INSULATION SEE ROOF PLAN

SEALANT

T.O. STL. 123'-9" T.O. STL. 123'-9"

T.O. STL. 123'-9"

T.O. STL. 124'-2-1/2"

T.O. STL. 123'-9"

1X10 WOOD TRIM 4'-0"

ANODIZED ALUM. SHT. MTL. ON WEATHER PROOFING MEMBRANE ON 5/8" DENS GLASS SHEATHING.

8"

EXPANSION JT. COVER

T.O. TRUSS @ APEX 125'-1" 1X6 WOOD TRIM

BOT.O. STL. 123'-4-1/2"

EIFS DRAINAGE TERMINATION SHT. MTL. COUNTER FLASHING

OVER-BUILD, METAL ROOFING SLOPE 1/4"/ FT.

T.O. TUBE 126'-10-1/2"

TONGUE & GROOVE

CURVED STEEL TRUSS

11'-4" R.O.

SEE RCP FOR CEILING MATERIAL & HT.

1" 12

KAWNEER, SERIES 1600 CURTAIN WALL SYSTEM, 2-1/2"X"6 OR EQ. W/ STRUCTURAL SILICONE GLAZED INTERMEDIATE HORIZONTALS W/ ALUM. CAP VERTICALS. ANODIZED ALUM., W/ TINTED, INSULATED, GLAZING

6"

3"±

C

1'-4"

8"

ANODIZED ALUM. SHT. MTL. ON WEATHER PROOFING MEMBRANE ON 5/8" DENS GLASS SHEATHING.

SIGN B.O.

10"

1" 12 1" 12

10"

T.O. STL. 110'-11-1/2"

PROJECT:

EXISTING WALL

23'-3"

EXISTING WALL TO REMAIN

BOT.O. STL. 110'-1-1/2"

MAYETTA, KANSAS

9 E

T.O. WALL 127'-0"

D1 A505

EXISTING

1" 1'-14

EXISTING

1'-4"

EXISTING

T.O. WALL 127'-0"

STANDING SEAM PREFINISHED METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING ON 10" DP COLD METAL FRAMING PREFINISHED SHT MTL FLASHING

4'-4"

D

PRAIRIE BAND CASINO AND RESORT

KAWNEER, SERIES 1600 SLOPED GLAZING, 2-1/2"X"6 OR EQ. ANODIZED ALUM., W/ TINTED, INSULATED, LAMINATED GLAZING

B3 A515

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

9 E

B

1" 10'-112

12'-0"

15'-0"

5/8" GYP. BD. ON COLD METAL JOISTS

3'-0"

3/4" TREATED PLY. WD. DECK

Copyright 2015 H2B architect, inc.

7'-0"

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

KAWNEER 451T, ANODIZED ALUM. STOREFRONT SYSTEM, W/ TINTED, INSULATED, SAFETY GLAZING

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

WALL SECTIONS 2'-10" T.O. SOG 100'-0"

2'-0" MIN.

A 2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

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

A1d

DATE:

09.23.15

JOB NO.:

1016

SHEET:

SECTION AT NEW CONCOURSE 1/2" = 1'-0"

A1

A505

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

B

SHT MTL EDGE FLASHING 3'-6"

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

TAPERED ROOFING INSULATION SEE ROOF PLAN

TAPERED ROOFING INSULATION SEE ROOF PLAN

1'-0" 1'-0"

STEEL ROOF LADDER

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

7" 1'-0"

1 1/4" SQ. STEEL SERRATED RUNGS W/ SLIP PROOF COATING

MECHANICAL & PLUMBING ENGINEER:

1'-2"

STEEL SIDE RAILS, SEE STRUCT. DWGS.

STEEL ANGLES TIED BACK TO STEEL, SEE STRUCT.

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

D B B3 A515

8 E

B1 A515

PREFINISHED SHT MTL COPING

T.O. WALL 124'-3"

PREFINISHED SHT MTL COPING

T.O. STUD 124'-0"

SEALANT, BOTH SIDES

T.O. WALL 124'-3"

SEALANT, BOTH SIDES TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON METAL ROOF DECK.

9 E

MEMBRANE FLASHING

T.O. STUD 124'-0" 2'-5"

EXISTING FALSE WALL TO REMAIN

H.8

H

EIFS SYSTEM

T.O. BM 121'-7"

EIFS DRAINAGE TERMINATION

NEW TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON EXISTING ROOF DECK.

C1 A511

T.O. BM 120'-3" SHT. MTL. COUNTER FLASHING

STEEL BEAM, SEE STRUCT.

EXPANSION JT. COVER

C

EXPANSION JT. COVER

NEW KNEE WALL.5/8" SHEATHING ON 6" MTL. STUDS W/ 6" INSULATION

EXISTING ROOF DECKING TO REMAIN EXISTING STEEL BEAM TO REMAIN

T.O. BM 115'-9"

PORTION OF EXISTING BUILDING TO BE REMOVED

NEW STEEL COLUMN, SEE STRUCT. STRUCT. BRACKET W/ SLOTTED CONNECTION TO EXISTING BEAM. SEE STRUCT. DWGS.

SEE A1/A501

SEE RCP FOR CEILING MATERIAL & HT.

B

PROJECT:

20'-3"

21'-7"

24'-0"

EXISTING ROOF DECK & STRUCTURE TO REMAIN

D3 A511

5/8" GYP. BD. ON INSULATED, 8" COLD METAL FRAMING W/ 5/8" DENSGLASS SHEATHING

MAYETTA, KANSAS

D5

PRAIRIE BAND CASINO AND RESORT

1/2" = 1'-0"

PRAIRIE BAND BINGO & SLOT EXPANSION

SECTION

J&S STRUCTURAL ENGINEERS

2" DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE CANVAS ART APPLIED TO WALL

A6 A515 Copyright 2015 H2B architect, inc.

4'-0"

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

ISSUED FOR:

SHELL PACKAGE 4" CONC. SLAB ON 4" CRUSHED ROCK

SHEET TITLE:

T.O. SOG 100'-0"

WALL SECTIONS

A 2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

DATE:

09.23.15

JOB NO.:

1016

SHEET:

SECTION AT NEW BINGO HALL 1/2" = 1'-0"

A1

A506

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

J 1'-4"

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

B6 A515

T.O. WALL 130'-0" SEALANT, BOTH SIDES

CIVIL ENGINEER:

T.O. WALL 130'-0" SEALANT, BOTH SIDES

T.O. STUD 130'-9"

MEMBRANE FLASHING

8

2

T.O. STUD 130'-9"

ENGINEERS cfse.com

MEMBRANE FLASHING

STRUCTURAL ENGINEER:

J&S STRUCTURAL ENGINEERS

EXISTING TO REMAIN

A8 A515

D

A8 A515

EXPANSION JT. COVER SEALANT

STEEL BEAM, SEE STRUCT.

SHT. MTL. FLASHING COUNTER FLASHING MEMBRANE FLASHING

T.O. BM VARIES

T.O. BM 123'-9"

1" 1'-14

T.O. BM VARIES

D3 A511

EXISTING TO REMAIN

TPO, 60 MIL MIN. FULLY ADHERED MEMBRANE ROOFING ON 1/2" COVER BD. ON 4" (MIN. R-24) RIGID ROOFING INSULATION ON 5/8" RECOVERY BD. ON METAL ROOF DECK.

EXPANSION JT. COVER

T.O. BM VARIES

SPRAY-ON FIRE PROOFING AT STRUCTURAL STEEL. SEE SHT. A101.

SEE A1/A505

SIMILAR 1'-45 8" 1'-4" 4'-0"

4'-0" CURVED STEEL TRUSS

EXISTING TO BE REMOVED

8"

C 30'-9"

FLASHING/ WEATHER BARRIER

3"±

1" 12 6"

30'-9"

1'-10"

1"

5/8" DENSGLASS GOLD SHEATHING

5/8" DENSGLASS GOLD SHEATHING

6" FOIL FACED BATT INSULATION

6" FOIL FACED BATT INSULATION

COLD METAL FRAMING EXTERIOR WALLS, SIZE

BY CONTRACTOR.

COLD METAL FRAMING EXTERIOR WALLS, SIZE

BY CONTRACTOR.

EXISTING WALL TO REMAIN AT ELECT. 129

12

5/8" GYP. BD.

6" METAL STUD ATTACHED TO STRUCT. STUD

15'-0"

B

EXISTING TO BE REMOVED

1

15'-0"

5/8" GYP. BD.

REMOVE EXISTING EXTERIOR METAL PANELS

PROJECT:

1'-105 8"

1'-7"

SHT. MTL FLASHING

MAYETTA, KANSAS

PREFINISHED SHT MTL COPING

PRAIRIE BAND CASINO AND RESORT

PREFINISHED SHT MTL COPING

B8 A515

6"

1'-4"

J.2

PRAIRIE BAND BINGO & SLOT EXPANSION

14

6" GALV. COLD METAL FRAMING WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

CULTURED STONE VARIES THICKNESS FROM 1"-3"

MORTAR SETTING BED

SCRATCH COAT

2.5 GAL. METAL LATH

2.5 GAL. METAL LATH

SCRATCH COAT CULTURED STONE VARIES THICKNESS FROM 1"-3"

CONC. SLAB

T.O. SOG 100'-0"

2'-0" MIN.

2'-0" MIN.

2'-10"

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

MORTAR SETTING BED

ISSUED FOR:

WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

SHELL PACKAGE SHEET TITLE:

WALL SECTIONS

T.O. SOG 100'-0"

1"

SHT. MTL. FLASHING

Copyright 2015 H2B architect, inc.

SHT. MTL. FLASHING

A

CONC. FTG. SEE STRUCT. 2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

2" RIGID POLY-ISO., 24" DP & 24" HORZ. CONT. AT EDGE OF BUILDING. TYP.

REINF. CONC. FTGS & FOUNDATIONS, SEE STRUCT. DWGS., TYP.

REINF. CONC. FTGS & FOUNDATIONS, SEE STRUCT. DWGS., TYP.

SECTION 1/2" = 1'-0"

A5

DATE:

09.23.15

JOB NO.:

1016

SHEET:

SECTION 1/2" = 1'-0"

A4

SECTIONS AT GAMING 1/2" = 1'-0"

A2

SECTIONS AT GAMING 1/2" = 1'-0"

A1

A507

9

8

7

6

5

4

3

2

1

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

F

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

E

MECHANICAL & PLUMBING ENGINEER:

FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS

PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING

EIFS WALL SYSTEM DRAINAGE STRIP

1"

6" COLD METAL FRAMING 1X10 WOOD TRIM, STAIN

DETAIL MESH WRAP BOTTOM & BACK TO MIN. 2"

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

SHEET METAL COUNTER FLASHING

PREFINISHED SHT MTL FLASHING

ICE & WATER SHIELD TURN UP WALL

CIVIL ENGINEER:

SHEET MTL. FLASHING STANDING SEAM ROOFING

ENGINEERS cfse.com

SEALANT 1" 94

STRUCTURAL ENGINEER:

2'-0" 12 x 6 STEEL TUBE, SEE STRUCT.

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

1x6" TONGUE & GROOVE, STAIN

3-3/4

D3

COLD METAL FRAMING 1X10 WOOD TRIM, STAIN PREFINISHED SHT MTL FLASHING

2X WOOD TRIM, MITER CORNERS, STAIN

1 1/2" = 1'-0"

D5

SEALANT 1" 94

EAVE DETAIL

BOT. O. FRAMING T.O. STL.

1"

115'-9"

1'-03 4"

1'-3"

12 x 6 STEEL TUBE, SEE STRUCT.

2X TREADED WD NAILER / BLK'G

12 x 6 STEEL TUBE, SEE STRUCT. 2X WOOD TRIM, MITER CORNERS, STAIN

2'-6"

1'-0"

C2 A511

2X TREADED WD NAILER / BLK'G

FAUX BEAM DETAIL

1'-0"

1 1/2" = 1'-0"

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

2X NAILER

1x6" TONGUE & GROOVE, STAIN

2X WOOD TRIM, MITER CORNERS, STAIN

2X WOOD TRIM, STAIN

1'-0"

1'-6"

2X TREADED WD NAILER / BLK'G

COLD FORMED FRAMING

1" 1'-12

1'-3"

T.O. STL. 123'-1"

C

CONT. SOFFIT VENT W/ INSECT SCREEN

2X TREADED WD NAILER / BLK'G

1'-0"

C3

EAVE DETAIL

C5

1 1/2" = 1'-0"

C1

2X WOOD TRIM, MITER CORNERS STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING

2X TREADED WD NAILER / BLK'G 1'-2"

BACKER ROD & EXTERIOR ELECTROMETRIC SEALANT

1'-2" 1'-0"

COLD METAL FRAMING

WEATHER BARRIER TURNED UP COL. 8" & SEAL

T.O.FRAMING 111'-0"

1" 12 6"

T.O. WALL 119'-10"

3/4" TREATED PLY. WD. 1"

B

SEALANT

PROJECT:

1" 12

PREFINISHED SHT MTL FLASHING

MAYETTA, KANSAS

1'-3"

12 CONT. SOFFIT VENT W/ INSECT SCREEN

PRAIRIE BAND CASINO AND RESORT

2X TREADED WD NAILER / BLK'G

D

STANDING SEAM METAL ROOF ON ICE & WATER SHIELD ON FIRE RATED, NAILABLE SHEATHING

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

T.O. STL. VARIES

SIMULATED STONE SILL

WEATHER BARRIER

4" GALV. COLD METAL FRAMING

5/8" DENSGLASS GOLD SHEATHING

11'-0"

CULTURED STONE VARIES THICKNESS FROM 1"-3"

DECORATIVE COL. DETAIL 1 1/2" = 1'-0"

2" THK. DRAINAGE EIFS SYSTEM OVER AIR BARRIER MEMBRANE

B1

CULTURED STONE VARIES THICKNESS FROM 1"-3" SCRATCH COAT

Copyright 2015 H2B architect, inc.

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

2.5 GAL. METAL LATH CONT. SOFFIT VENT W/ INSECT SCREEN

MORTAR SETTING BED ISSUED FOR:

WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

STEEL COL. SEE STRUCT.

1"

1x6" TONGUE & GROOVE, STAIN

A

2'-1"

2'-1"

6" GALV. COLD METAL FRAMING TOP OF FTG. ALIGNS W/ TOP OF SLAB T.O.FTG. 100'-0"

SHELL PACKAGE SHEET TITLE:

EXTERIOR WALL DETAILS

SHT. MTL. FLASHING CONC. FTG. SEE STRUCT.

4'-2"

3'-0"

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

A5

DATE:

09.23.15

JOB NO.:

1016

SHEET:

DECORATIVE COL. DETAIL 1 1/2" = 1'-0"

A1

A511

9

8

7

6

5

4

3

2

1

ROOF HATCH ROOF HATCH CURB

FASTEN 12" O.C.

THERMOPLASTIC MEMBRANE FLASHING

METAL CAP OR COUNTERFLASHING BONDING ADHESIVE

2x TREATED BLOCKING THERMOPLASTIC MEMBRANE ROOFING

REINFORCED TPO MEMBRANE SEAM FASTENING PLATE, 12" O. C. MAX.

F

7"

H2B architects, inc.

1800 Baltimore Ave #1 South Kansas City, MO 64108 816.979.1800 www.h2barch.com

AUTOMATIC HOLD-OPEN AND OPERATING ARMS, EACH SIDE

WALK PAD

MINIMUM 1-1/2" HOT AIR WELD

3'-0" CLEAR 1'-0"

CUT-EDGE SEALANT REINFORCED TPO MEMBRANE

METAL ROOF DECK

STEEL PERIMETER ANGLE

ARCHITECTURAL CORPORATION KANSAS LICENSE # 685

RIGID ROOFING INSULATION EXIST. BEAM AT HATCH IN STORAGE 112

USE ONE CONTINUOUS SHEET OF REINFORCED MEMBRANE TO WRAP AROUND CURB

NOTES: 1.

BONDING ADHESIVE IS NOT REQUIRED WHEN FLASHING HEIGHT IS 12" OR LESS AND MEMBRANE IS FASTENED "AS SHOWN" AT TOP OF CURB.

2.

FLASHING MEMBRANE FASTENED APPROXIMATELY 12" ON CENTER. IF FASTENER PENETRATES METAL COUNTERFLASHING, USE NEOPRENE WASHER OR APPLY WATER CUT-OFF MASTIC UNDER COUNTERFLASHING OR CAULK FASTENER HEAD.

3.

E

7" MIN.

EXTENSION OF EXIST. WALL AT HATCH AT ELEC 128

RIGID INSULATION

STEEL ROOF ACCESS LADDER

LOCATE ROOF HATCH & LADDER SO THAT CENTER OF RUNGS IS NO LESS THAN 7" FROM FACE OF WALL OR FLANGE EDGE OF BEAM, AS CONDITIONS DICTATE

1 1/4" SQ. STEEL SERRATED RUNGS WITH SLIP PROOF COATING

FACE OF WALL OR COLUMN. RE: FLOOR PLAN

STEEL SIDE RAILS, SEE STRUCT. DWGS.

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT.

APPROXIMATELY 1/8" BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF MEMBRANE.

TYP. ROOF CURB DETAIL 1'-0" = 1'-0"

ACCESS LADDER SECTION

E4

1 1/2" = 1'-0"

MECHANICAL & PLUMBING ENGINEER:

E1 FACILITY ENGINEERING AND CONSULTING, LLC TOPEKA, KS PHONE: (785) 217-7670

ELECTRICAL ENGINEER:

3545 SOUTHWEST 6TH AVE. - TOPEKA KS 66606 PHONE 785.233.2213 - FAX 785.233.7066 WWW.TORGESONELECTRIC.COM

CIVIL ENGINEER:

ENGINEERS cfse.com STRUCTURAL ENGINEER:

6" 24 GA SHEET METAL CLEAT

C

24 GA SHEET METAL CLEAT 5"

6" METAL STUD ATTACHED TO STRUCT. STUD

24 GA SHEET METAL CLEAT

CONT. SEALANT

MEMBRANE FLASHING ON BACKSIDE OF PARAPET

COLD FORMED METAL STUD FRAMING, SIZE VARIES

CONT. SEALANT

CONT. SEALANT

CULTURED STONE VARIES THICKNESS FROM 1"-3"

BACKWRAPPED FOAM

SCRATCH COAT

ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION

2.5 GAL. METAL LATH

1'-2"

CONT. SEALANT

COLD FORMED METAL STUD FRAMING, SIZE VARIES

MEMBRANE FLASHING ON BACKSIDE OF PARAPET

WATER RESISTIVE BARRIER COATING

MORTAR SETTING BED

5/8" DENS GLASS GOLD SHEATHING

CONT. SEALANT

WEATHER BARRIER ON 5/8" DENS GLASS GOLD SHEATHING

5/8" DENS GLASS GOLD SHEATHING

COLD FORMED METAL STUD FRAMING, SIZE VARIES

BACKWRAPPED FOAM 3"

COLD FORMED METAL STUD FRAMING, SIZE VARIES

CONT. SEALANT

2"

ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION WATER RESISTIVE BARRIER COATING

1" 1"

5/8" DENS GLASS GOLD SHEATHING

5/8" DENS GLASS GOLD SHEATHING

SAME AS B6 EXCEPT AS NOTED

PARAPET DETAIL N.T.S.

B8

PARAPET DETAIL N.T.S.

B6

PARAPET DETAIL

WATER-RESISTIVE BARRIER COATING

N.T.S.

PARAPET DETAIL

B3

N.T.S.

B1

ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION APPLIED TO BACK OF INSULATION BOARD

EXISTING WALL SEALANT

DENS GLASS GOLD SHEATHING PROJECT:

TERMINATION BAR COUNTER FLASHING

MAYETTA, KANSAS

TREATED WOOD BLOCKING SLOPE TOP

6"

CONT. SEALANT

24 GA PREFINISHED SHEET METAL COPING

3"

CONT. SEALANT 6"

24 GA PREFINISHED SHEET METAL COPING

SLOPE

1 2"

1 2"

24 GA PREFINISHED SHEET METAL COPING

6"

6"

1 2"

TREATED WOOD BLOCKING SLOPE TOP

6"

EXTEND MEMBRANE ROOFING OVER TOP OF PARAPET

SLOPE

SLOPE

6"

EXTEND MEMBRANE ROOFING OVER TOP OF PARAPET

SLOPE

PRAIRIE BAND CASINO AND RESORT

D

PRAIRIE BAND BINGO & SLOT EXPANSION

J&S STRUCTURAL ENGINEERS

B EXPANSION JT. COVER CARRY MEMBRANE OVER KNEE WALL 5/8" GYP. BD.

5/8" DENS GLASS SHEATHING

COLD FORMED FRAMING

WATER BARRIER

TREATED WOOD BLK'G

5/8" DENS GLASS SHEATHING ON 6" COLD FORMED FRAMING KNEE WALL 8" MIN.

2"

EIFS WALL SYSTEM

6" FOIL FACED BATT INSULATION

FINISH COAT

2'-0" MAX.

BASE COAT

MEMBRANE FLASHING

EPS INSULATION

ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION

EPS INSULATION BD. TYP. 2" THK.

BASE, SEE FINISH SCHEDULE CONC. SLAB ON GRADE 1"

REINFORCING MESH EMBEDDED IN BASE COAT

A

GALV. STUDS

DRAINAGE STRIP

WATER-RESISTIVE BARRIER COATING

DETAIL MESH WRAP BOTTOM & BACK TO MIN. 2"

EPS INSULATION BOARD BASE COAT REINFORCING MESH

DETAIL MESH WRAPPED TO BACKSIDE OF EPS MIN. 2"

BASE COAT

BACKSTOP NT-TEXTURE OVER GRID TAPE™

FINISH

3" = 1'-0"

A8

3" = 1'-0"

A6

ISSUED FOR:

SHELL PACKAGE SHEET TITLE:

EXTERIOR WALL DETAILS

DRAINAGE STRIP

NORMAL IMPACT FINISH

SLOPE GRADE AWAY FROM FOUNDATION WALL

STONE SILL DETAIL

Original Size: 1 12 " - Drawing may have been reduced.

0" 1"

5/8" DENS GLASS GOLD SHEATHING

AQUAFLASH® SYSTEM

DRAINAGE STRIP ADHERED WITH DABS OF AP ADHESIVE. ENSURE BOTTOM EDGE IS FREE TO DRAIN.

EXPANSION JOINT DETAIL

Copyright 2015 H2B architect, inc.

DATE:

09.23.15

JOB NO.:

1016

SHEET:

BOTTOM OF. E.I.F.S. WALL DETAIL N.T.S.

A4

E.I.F.S. WALL SYSTEM N.T.S.

A1

A515