Pro Arch Portfolio

MATTHEW BETHEL

ARCHITECTURE

SELECTED WORKS

02

HTK Architects 2013 Seaman Middle School Topeka, Kansas Revit Rendering, Photoshop

Revit Rendering, Photoshop

03

04 Revit Realistic

Revit Realistic

05

06 Photography

HTK Architects 2014 Washburn University Golf Practice Facility Topeka, Kansas Revit Rendering & Drafting, Photoshop, Photography

07

08

HTK Architects 2014 Eisenhower Elementary School Abilene, Kansas Revit Rendering, Photoshop

Revit Realistic

09

10 Revit Rendering, Photoshop

Revit Realistic, Photoshop

11

12 Photography

Hand Sketches, Photography

13

BLEACHERS

BLEACHERS

BALCONY ABOVE

BALCONY ABOVE BLEACHERS

01

BLEACHERS

02 BLEACHERS

BLEACHERS

BALCONY ABOVE

BALCONY ABOVE

BLEACHERS

BLEACHERS

03

14

HTK Architects 2014 Abilene High School Basketball Court Abilene, Kansas Revit Drafting

04 01. Option 1 various font & stripe colors 02. Option 2 various font & stripe colors 03. Option 3 various font & stripe colors 04. Existing court graphics & striping

11ct. #10 Cans

11ct. #10 Cans

46ct. 7.75oz Kroger 40ct. 7.75oz Kroger 11ct. #10 Cans 5ct. #10 Cans

5ct. #10 Cans

100% Complete

5ct. #10 Cans

5ct. #10 Cans

0

LEVEL 0 1" = 1'-0"

2

LEVEL 2 1" = 1'-0"

14ct. 8.3oz Bush's 43ct. 8.3oz Bush's 31ct. 16oz MCF Green Beans 25ct. 16oz MCF Green Beans 18ct. 16oz MCF Green Beans

4

LEVEL 4 1" = 1'-0"

6

LEVEL 6 1" = 1'-0"

14ct. 8.3oz Bush's 29ct. 8.3oz Bush's 23ct. 7.75oz Kroger

16ct. 8.3oz Bush's

1ct. #10 Can

1ct. #10 Can

Build Date: 31 May 2014 Reception & Awards Ceremony Date:

6ct. 16oz MCF Green Beans

10ct. 7.75oz Kroger

6 June 2014

Total Can Number: 2,189

LEVEL 8 1" = 1'-0"

10

LEVEL 10 1" = 1'-0"

12

LEVEL 12 1" = 1'-0"

16

WASHBURN MULVANE ART MUSEUM

1ct. 16oz MCF Green Beans

8

LEVEL 16 1" = 1'-0"

LEVEL 0 0' - 0" 1

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

BUSH'S ORIGINAL BAKED BEANS: 8.3 OZ BUSH'S ORIGINAL BAKED BEANS: 16 OZ BUSH'S ORIGINAL BAKED BEANS: 28 OZ BUSH'S ORIGINAL BAKED BEANS: 55 OZ KROGER BEANS & FRANKS: 7.75 OZ RED GOLD STEWED TOMATOES: 14.5 OZ MCF GREEN BEANS: 16 OZ #10 CANS SUPPLIED BY HARVESTERS GREEN GIANT ASPARAGUS: 15 OZ

= 395 = 597 = 141 =1 = 455 = 420 = 93 = 86 =1

TOTAL CANS TOTAL MEALS

= 2,189 = 1,883

Event: Reception and Awards Ceremony with Hors d’oeuvres & Cash Bar

Where: Washburn Mulvane Art Museum 1700 SW Jewell Ave, Topeka, KS

HTK Architects

LEVEL 4 1' - 4 3/8" LEVEL 2 0' - 9 3/8"

CAN COUNT

DOME-inating Hunger

LEVEL 12 3' - 6 1/8" LEVEL 10 2' - 11 7/8" LEVEL 8 2' - 5 5/8" LEVEL 6 1' - 11 3/8"

Come join us!

When: Friday, June 6, 2014 5:30 - 7:30 pm

Level 21 6' - 7 1/4"

LEVEL 16 4' - 6 5/8"

HTK ARCHITECTS, CANSTRUCTION & HARVESTERS

Join us as we celebrate First Friday and our successful Topeka Canstruction build.

10ct. 8.3oz Bush's

10ct. 7.75oz Kroger

16ct. 7.75oz Kroger

12ct. 16oz MCF Green Beans

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

14ct. 8.3oz Bush's 53ct. 8.3oz Bush's

32ct. 16oz Bush's 11ct. #10 Cans

www.htkarchitects.net

14ct. 16oz Bush's 45ct. 16oz Bush's 39ct. 16oz Bush's

35ct. 28oz Bush's

A R C H I T E C T S PA

14ct. 16oz Bush's 48ct. 16oz Bush's 42ct. 16oz Bush's

18ct. #10 Cans

900 S KANSAS AVE. SUITE 200 TOPEKA, KANSAS 66112 P 785.266.5373

14ct. 28oz Bush's 49ct. 28oz Bush's 42ct. 28oz Bush's

Sheet Contents: The Dome

Total Meals: 1,883 Sheet Number:

A101 Original Contract Documents

“DOME-inating Hunger”

HTK Architects 2014 CANstruction Sculpture Canned Food Drive Topeka, Kansas Revit Rendering, Photography, Revit Drafting

15

16

River Bluff Architects 2015 Hillyard Technical Center St. Joseph, Missouri Revit Realistic

Revit Realistic

17

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Photography

19

20

Goldberg Group Architects 2016 St. Joseph County Courthouse Renovation Centreville, Michigan Revit Realistic

Revit Realistic

21

NORTH ELEVATION

SOUTH ELEVATION

EXISTING

JAIL COURTS

DICKINSON COUNTY COURTHOUSE RENOVATION AND EXPANSION ___________________________

ISO - SOUTHWEST

COURTS

JAIL

ISO - SOUTHEAST

MASSING DIAGRAM

EXISTING DELIVERY COVERED AREA VEHICULAR SALLY PORT

22

ISO - NORTHWEST

Goldberg Group Architects 2017 Dickinson County Courthouse Abilene, Kansas Revit Realistic

ISO - NORTHEAST

Revit Modeling, Enscape Rendering

23

DRAFT

NEW CONSTRUCTION TOTAL EDGE OF ROOF ABOVE

SALLY PORT

SLAM

HOLD

HOLD

HOLD

PAD CELL

INMATE PROPERTY

CELL (2)

FRZR

ADA CELL(2)

STOR

POD A (8) DORM (8)

WASHER

STAIRS

DRYER

MEN'S

STAIRS

REF.

CORR

BREAK

T

SALLY N/C VISIT PORT

REGISTER OF DEEDS

WAITING

RECEPT

OFFICE

OFFICE

ELEV-1

T

CONF / BREAK

OFFICE

EXISTING FIRST FLOOR SPACE USAGE SUMMARY ADMINISTRATIVE SPACE 6,153 SF CIRCULATION SPACE 398 SF PUBLIC SPACE 595 SF STORAGE/MECHANICAL SPACE 76 SF TOTAL: 7,222 SF

09.7.2017 SCHEM 4.2 FIRST FLOOR SPACE ALLOCATION PLAN

BREAK ROOM

SECURITY OFFICE

SECURITY CHECKPOINT

NEW FIRST FLOOR SPACE USAGE SUMMARY ADMINISTRATIVE SPACE 11,753 SF CIRCULATION SPACE 5,656 SF HOUSING SPACE 4,909 SF JAIL SUPPORT SPACE 3,612 SF PUBLIC SPACE 3,218 SF SHELLED SPACE 650 SF STORAGE/MECHANICAL SPACE 1,576 SF TOTAL: 31,374 SF

STAIRS

ATTY / CONF

46+2HC

RECEPT

VEST STAFF TOILET

T

SMALL CONF OFFICE LAW LIBRARY OFFICE

SOUND LOCK DISTRICT COURT / CLERK LOBBY

DICKINSON COUNTY, KANSAS

T

T

VISITING JUDGE

HOLD

DISTRICT MAGISTRATE JUDGE (COLLETT)

T

SPECTATOR SEATING

T

80+4HC DISTRICT COURTROOM (14 JURY)

JURY CLERK

WITNESS / VICTIM

VEST

CORR COURT CLERKS

OFFICE

ELEV-4

13+1HC

STOR

OFFICE

HOLD

ATTY / CONF

SMALL CONF

OFFICE

T

ATTY / CONF

PROBATION WAITING

DN

PROBATE JUDGE

SMALL CONF

DELIB / SECURE CONF

6+1HC

PUBLIC MEN'S

U.A. TOILET

PUBLIC ENTRY

MAGISTRATE COURTROOM (7 JURY)

SMALL CONF

CONFERENCE COUNTY ADMIN

ELEV-3

JAN

PUBLIC WOMEN'S

CORR

SALLY PORT

ATTY / CONF

DELIB

VEST

OFFICE

REF.

OFFICE

REF.

SCHEMATIC DIAGRAM: Diagram is for preliminary purposes only - it does not take into account site, grading, utilities, individual department needs, finalized bed count or budgetary issues.

REGISTER OF DEEDS VAULT

MAGISTRATE COURT / VISITATION LOBBY

CORRIDOR

STAIRS

FUTURE DORM

PROGRAM T

SOUND SPECTATOR LOCK SEATING

RECEPT PUBLIC ENTRY

OFFICE

T

ADA CELL(2)

VIDEO VISIT

RECEPT

WOMEN'S

CELL (2)

N/C VISIT UNDER SHERIFF

CELL (2) POD E (8) CELL (2)

MEDICAL EXAM

COPY / PRINTER COURT CLERK

COURT REPORT

SECURE CONF

T

T

REF.

VAULT

CONFERENCE

STOR STAIRS

CENTRAL CONTROL

ATTY / INTRVW

T

CELL (2)

JAIL ADMIN

REF.

TREASURER

PATROL

VAULT

BREAK / CONF

CORR

CLO

T

VOTING STOR

COUNTY CLERK WORKSPACE

LIEUT

POD D (8)

1" / 12"

CLASS

ACTIVITY SHERIFF

SARGENT

CELL (2)

SECURED CORR

TOILET

OFFICE

CELL (2)

DRYER

ELEV-2

BOOKING

CONFERENCE / VOTING PREP

POD C (12)

NET SF

VEST

COUNTY CLERK

CELL (2)

DORM (8)

LAUNDRY

SECURED CORR

EXISTING TO NEW BOUNDARY

POD B (12)

WASHER

DRESS

DETOX

MECH

KITCHEN

T MECH

REF

ADA CELL(2)

OFFICE

JAN

DELIVERY S/P

CELL (2)

STAIRS VEHICULAR SALLYPORT

20,947 SF

CELL (2)

EXISTING RENOVATION TOTAL

CELL (2)

44,121 SF

BREAK ROOM

STOR

T

DISTRICT COURT JUDGE (SEXTON)

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

805 N. 36th Street, Suite B, St. Joseph, MO, 64506, 816-233-9300, fax 816-233-9399

24 Revit Drafting

5' - 6"

7' - 1 1/2" 805 N. 36th Street, Suite B, St. Joseph, MO, 64506, 816-233-9300, fax 816-233-9399

10' - 6"

6' - 9"

RECEPT.

WAITING

ADJUSTMENT WALL MOUNTED COMPUTER STATION

TREADMILLS

8 2

REF. BY OWNER

3

ROLLER BEDS

CONSULT

WALL MOUNTED COMPUTER STATION

OVERCOUNTER WINDOW

4

CABINET STORAGE

A8.1

7' - 6"

EXIST. FLOOR DRAIN

EXIST. D.F.

MASSAGE EXISTING STAIRS

7' - 0"

FREESTANDING UTILITY SINK

EXIST. TOILET

5 6

A8.1

EXIST. STAIRS

EXIST. RECEPTION

5' - 0"

ELECTRICAL ROOM

KPN ELECTRIC, LLC 15055 Co Rd 409 Amazonia, MO 64421 P: (816) 383-2172 Electrical:

BOB HUDSON HEATING & COOLING 2203 N Woodbine Rd. St Joseph, MO 64506 P: (816) 261-1842 HVAC:

IF YOU ARE LOOKING AT AN INCOMPLETE SET OF CONTRACT DOCUMENTS (DRAWINGS & SPECIFICATIONS), YOU MAY BE MISSING PORTIONS OF THE WORK FOR WHICH YOU WILL BE RESPONSIBLE.

THERAPY

EXIST. FLOOR DRAIN

THERAPY

ADVANCED PLUMBING & HEATING 1224 S 9th St. St. Joseph, MO 64503 P: (816) 261-3261

DIVERSIFIED CONSTRUCTION GENERAL CONTRACTOR: MANAGEMENT 14385 Highway 71, Savannah, MO 64485 P: (816) 364-6554

A8.1

UP

Plumbing:

7' - 8 1/4"

X-RAY

MECH.

W

SUB-CONTRACTORS:

6' - 0" 9' - 10" 6' - 6" 8' - 0"

UNDERCOUNTER FRIDGE

WH

EXIST. DWV PLUMBING IN SLAB

LAUNDRY

OPEN TREATMENT

CABINETS

TOILET

D

THERAPY BEDS

8' - 0"

EXIST. FURNACE & WATER HEATER

EXIST. FLOOR DRAIN

7

WALL MOUNTED COMPUTER STATION

LOBBY

BOOK KEEPING

A8.1

ST. JOSEPH CHIROPRACTIC

6' - 8 3/4"

9

ADJUSTMENT

PROJECT:

A8.1

805 N. 36th St. Suite C Saint Joseph, Missouri

9' - 0"

DOCTOR'S OFFICE

1

9' - 9 1/2"

Copyright © 2017 by The Goldberg Group - Architects, PC All rights reserved. All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights. No part of this document may be reproduced by photocopying, recording, or by any other means, or stored, processed or transmitted in or by any computer or other systems without prior written permission of The Goldberg Group - Architects, PC

12' - 0"

INSULATED STUD WALL

EXIST. WAITING

EXIST. ELEC. PANELS

DN

EXIST. LOBBY LAWRENCE T. GOLDBERG - ARCHITECT PROJECT NO:

17028-00

INSULATED STUD WALL 7' - 1"

NORTH

3' - 9"

LOWER LEVEL PLAN 1/4" = 1'-0"

DATE:

9' - 10 3/4"

NORTH

GROUND FLOOR PLAN 1/4" = 1'-0"

EXISTING EXTERIOR SIGNAGE TO BE REMOVED. PAINT & PATCH EIFS AFTER REMOVAL & BEFORE INSTALLING NEW TENANT SIGNAGE. WALL TYPES

•EXISTING WALLS •NEW WALLS

11.03.2017

ISSUED FOR:

CONSTRUCTION SHEET NAME:

FLOOR PLANS SHEET NUMBER:

A1.1

Goldberg Group Architects 2017 St. Joseph Chiropractic Office (TI) St. Joseph, Missouri Revit Drafting, Photography

25

26

Goldberg Group Architects 2018 Saginaw County Sheriff’s Office Saginaw, Michigan Photography

Revit Consistent Colors

27

8

BOOKING & INTAKE

GROUP HOLD.

DRESS-OUT S/P

HOLDING

HOLDING HOLDING

S/P

ATTY. VISIT.

STOR.

ATTY. VISIT.

ELEV. 1

ELEV. 2

CELL

INMATE T.

WASHER

UP

CELL

STAFF TOILET

28 Revit Drafting

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DAY ROOM

CELL

DAY ROOM

WASHER

H

H

CELL CHASE

UP

UP

DAY ROOM

CELL DAY ROOM

ACTIVITY

CELL

I

SGT.

UP

DN

STAIR TOWER 3 ?

5

6

7

S/P

CHASE

CHASE

CELL

CELL

MECH.

CELL

FREEZER

CELL

COOLER

CELL

DRY STOR. DELIVERY SALLY PORT

SGT.

ADA CELL

CORR.

LIEUT.

STOR.

First Floor

CELL

CELL

ADA CELL

J 3

G

CELL

KITCHEN OFFICE

ELEV. 4

SHERIFF

2

ISO.

STOR.

S/P

CORRIDOR

1

JAN.

WASHER

REF.

LIEUT.

MEDICAL

UP

I

SMALL CONF.

N/C VISIT N/C VISIT

CELL

WOMEN'S RESTROOM

STAIR TOWER 2

UP

LAUNDRY CHASE

DRYER

ELEV. 3

ADA ISO.

G

KITCHEN

CORR. CORR.

LAUNDRY

LAUNDRY STORAGE

ELEV. 2

ELEV. LOBBY

CELL

STOR.

LARGE CONF.

ELEV. 1

DAY ROOM

MEN'S RESTROOM

DW (N.I.C.)

STOR.

ADMIN SGT.

DN

ELEV. S/P

CELL

VIDEO ARRAIGNMENT

UP

TOILET HOUSING CONTROL

DRYER

JAN.

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F

SALLY PORT

DN

UP

STOR.

STOR.

TOILET

CELL

F

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ELEV. 3

DETECT. SGT.

DETECTIVES

CELL

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CELL

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JAN.

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RECORDS

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DRYER

S/P

E

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STOR.

ATTY. VISIT.

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EXAM

ELEVATOR LOBBY

CORRIDOR

0

CELL

CELL

TOILET

INTERVIEW

FINGER PRINT

STOR.

STOR. STOR.

PROGRAM

EXAM

STOR.

CH.

STOR.

CORR.

CELL

E

S/P CH.

H

DAY ROOM

BIOHAZ.

DRESS OUT

PUBLIC LOBBY

ADA CELL

DAY ROOM

UP

CELL

PUBLIC ENTRY

I

CELL

HOLDING

CH.

INMATE PROPERTY

MASTER CONTROL

G

UP

D

MEDICAL

SWING CELL

PLUS OFFICE

F.2

DN

CELL

UP

SWING CELL

STAFF TOILET

VISITATION

MECH.

STOR.

PADDED

SWING CELL

CH.

C

CHASE

PROGRAM OFFICE

GROUP HOLD.

STOR.

F

MECH.

D

SALLY PORT

WOMEN'S RESTROOM

F.1

4.5

CH.

TOILET

8

STAIR TOWER 1

CH.

PUBLIC LOBBY

7

DENTAL

SWING CELL

WOMEN'S LOCKER

6

B

MED. OFFICE

S/P

5

B

SALLY PORT

SHWR.

SHWR.

4.5

GROUP HOLD.

MEN'S LOCKER STAFF CORR.

MEN'S RESTROOM

U.A. TOILET

MED. CONSULT.

SWING CELL TOILET

E

MED. CONSULT.

S/S

STAIR TOWER 1

CH.

JAN.

TOILET

S/S

4

CHASE

SALLY PORT

DW (N.I.C.)

D

S/S

3

A

CELL

DN

WORK STATIONS

STOR.

UP

TOILET

STAFF CORRIDOR

OFFICE

BREATH

INTERVIEW

2

C

CH.

STOR.

STOR.

OFFICE

OFFICE

STOR.

OFFICE

SALLY PORT

CONFERENCE

STAFF ENTRY

C

1

CELL

VEHICULAR SALLY PORT

B

0.5

A

CELL

A

CELL

7

CELL

6

CELL

5

CELL

4.5

CELL

4

CELL

3

CELL

2

CELL

1

CELL

0.5

ADA CELL

0

MECH.

CHASE

J 8

J

0.5

1

2

Upper Housing Floors

3

UP

DN

STAIR TOWER 3

5

6

7

8

Revit Modeling, Enscape Rendering

29

30 Photography

11/29/2018 12:06:35 PM

General Floor Plan Notes 1.

2.

3.

A401

4.

3

5.

52'-7" 4'-1"

12'-6"

6.

7'-6"

8'-0"

2'-0"

3'-0"

121

4'-6"

1'-0"

10'-0"

A6

7.

8.

5'-7"

MIN

4"

C4

A6

1'-6"

22.01

C4

MEN'S 109 22.01

10.03 10.02

A5

23'-0"

A5

116

BENCH: 48"x18" A3

A4 C4

2'-7"

106

4'-5"

DOCTOR #2 103 2'-6"

104

1'-0"

5'-10"

C4

A3

48" MIN

B3

CLEAR COPY / FILE 106

2

A401

102

C4

A3

A3

36"x84" C4

STORAGE 104

A3

A3

A3

OFFICE MANAGER 108

10'-3"

FRONT STAIRS 105

4"

108

A3

4'-6 1/2"

WOMEN'S 110

22.02 10.01

1'-6"

22.02 10.01

2'-4"

4"

1'-3"

A3

1'-3" 8'-0"

4'-6 1/2"

EXISTING CAR WASH

3'-6"

DN

CORRIDOR 105 4'-2"

7'-8"

1'-6"

MIN

1'-6"

2"

RECEPTION 107

VESTIBULE 101

A1

C4

7 A601

101

1'-6"

113

C4

6'-6"

5'-8"

2"

A3

A7

111

6'-2"

110

18'-7 1/2"

7'-0"

4"

EXIST FURN

MECH #1 111

CLEAR

C4

MECH #2 113 NEW FURN

A3

EXIST ELEC PANELS A3

5'-3"

48" MIN

DATA 112

109

3'-7 1/2"

19'-9" 22.03

C4

C2

RAMP DN

3'-7 1/2"

C4

C2

7"

C2

1" / 1'-0"

C4

7'-4"

MOP SINK 123

A3

DOCTOR #1 115 A3

0"

18'-7 1/2"

A3

GRAB BAR - 36" (PROVIDE BLOCKING) GRAB BAR - 42" (PROVIDE BLOCKING) TOILET PAPER DISPENSER

DIVISION 22 - PLUMBING

22.01 ADA COMPLIANT TOILET (REF: O111) 22.02 ADA COMPLIANT WALL HUNG SINK (REF: O111) 22.03 FLOOR MOP SINK (24"x24")

A3

ADJUSTMENT #2 124

4"

5'-0"

115

103

4'-6"

4"

A3

CLEAR

4"

A3

4'-6"

10.01 10.02 10.03

48" MIN

124

OPEN THERAPY 122

4'-6"

ADJUSTMENT #1 116 10'-0"

4'-5"

4"

10"

CLEAR

4'-0"

DIVISION 10 - SPECIALTIES

10'-0"

48" MIN

A3

6'-2"

36"x84"

A3

A3

4'-1 1/2"

A601

3'-0"

B3

10'-3"

BACK STAIRS

3'-0"

9

2'-1"

118 1'-6" CORRIDOR 114

7'-4"

4'-1"

CLEAR

6'-0"

36"x84"

C4

4'-9"

3'-0"

44" MIN

4'-8"

CONSULT A3 118

119 4"

9'-8"

22'-5"

4'-6"

11'-0"

4

A3

EXAM 119

3'-0"

X-RAY 120

CLEAR A3

8

VITAMIN SHELVES 7'-0"

A3

44" MIN

9.

A3

12'-9"

A3

C4

C4

OPERATOR'S DESK 117

A3

DN

A401

C4

A5

C4

3'-3"

114

6'-8"

C4

BACK ENTRY 121

8'-3"

C4

C4

8'-8"

SHELF

ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. NEW INTERIOR WALL TO BE 5/8" TYPE 'X' GYP. BD. ON 2x4 ST 16" O.C. WITH 3 1/2" BATT. INSULATION TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE. FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT WORK OR ORDERING DIMENSIONALLY SENSITIVE MATERIALS WHERE DIMENSIONS ARE NOT EXPLICITLY CALLED OUT CON THE ARCHITECT FOR CLARIFICATION. ALL MATERIALS, FIXTURES, FINISHES, AND COLORS TO BE SELECTED BY OWNER AND ARCHITECT. WHERE COLOR FINIS OR TEXTURES ARE NOT EXPLICITLY CLARIFIED, ARCHITECT A OWNER MAY SELECT FROM CONTRACTOR SUPPLIED SAMPL SPECIFIED PRODUCT. ALL CONTRACTORS ARE REQUIRED TO VISIT THE LOCATION THE WORK AND BECOME FULLY ACQUAINTED WITH THE SCO REQUIREMENTS, PARAMETERS, AND CONDITIONS OF THE W AND UNDER WHICH IT MUST BE EXECUTED SUCH THAT THE ARE NO QUESTIONS IN THEIR MIND AS TO THE FULL EXTENT THEIR RESPONSIBILITIES. ALL INTERIOR DOORS TO BE LOCATED 4 1/2" FROM ADJACEN WALL FRAMING UNLESS NOTED OTHERWISE. MAINTAIN 18" MIN CLEAR DIMENSION FROM DOOR FRAME NEAREST HARDWARE TO ADJACENT WALL ON HINGE SIDE O DOOR. MAINTAIN 12" MIN CLEAR DIMENSION FROM DOOR FRAME NEAREST HARDWARE TO ADJACENT WALL WHERE DOOR HA BOTH A LATCH & CLOSER.

18'-11" 4'-5 1/2" 5 4

6 A601

C4

A601 A2

C4

A2

A2

BIM 360://18-078 - Capitol City Chiropractic/18-078 - Capitol City Chiropractic_V17.rvt

A2

A2

WAITING 102

C4

1 A401

FIRST FLOOR

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

A2

A2

A2

A2

Architect One 2018 Capitol City Chiropractic Office Topeka, Kansas Revit Rendering & Drafting

31

32

Architect One 2019 Meridian Roofing Interior Renovation Topeka, Kansas Revit Rendering

• DOES CORRIDOR NEED TO BE 1 HR RATED (MERIDIAN OFFICE OVER 30 OCCUPANTS)?

• DO DOORS IN CORRIDOR NEED TO BE 1 HR RATED?

Room Name 101 SF LF OCC

OCCUPANT TYPE FLOOR AREA IN SF OCCUPANT LOAD OCCUPANTS 1 HR RATED WALL 2 HR RATED WALL

SD

O 76 R 15.2" A 32"

SMOKE DETECTOR

EMERGENCY LIGHT EMERGENCY EXIT LIGHTS

MECH 110

258 SF 15 17.2

20 SF 300 0.07

STOR 111

88 SF 300 0.29

23 SF 300 0.77

UP

158'-0"

FE

EXISTING SAFE 117

BREAK 112

FE

66'-0"

0" '-1 56

66'-2" 320 SF 100 3.2

" '-7 30

OFFICE #5 121

197 SF 100 1.97

144 SF 100 1.44

OFFICE #1 120 316 SF 100 3.16

WOMEN'S 107

30"X60"

30"X60"

OFFICE #2 123

133 SF 100 1.33

60"X60"

60"Ø

EXISTING ELEVATOR 103a

JANITOR 105

MEN'S 106

68 SF 300 0.23

146 SF 100 1.46

70 SF 100 0.7

302 SF 100 3.02

OFFICE #3 124

30"X48"

30"X48"

30"X48"

WH

SD

60"X60"

30"X48"

148 SF 100 1.48

30"X48"

1ST UP FLOOR STAIRS 104

70 SF 100 0.7

140 SF 100 1.4

60"Ø 30"X48"

30"X48"

OFFICE #4 125

FE

1ST FLOOR ELEVATOR LOBBY 103

O 30 R 6" A 32"

351 SF 100 3.51

158 SF 100 1.58

30"X48"

3/8/2019 10:42:09 AM

25 SF 100 0.25

FIRE EXTINGUISHER

WORK ROOM 114 93 SF 100 0.93

RECEPTION / WAITING 108

155'-2"

DN

255 SF 15 17

TENANT CORRIDOR 113

1,062 SF 100 10.62

BASEMENT STAIRS 102

CONFERENCE 118

201 SF 100 2.01

PLAN ROOM 119

1,174 SF 100 11.74

O 97 R 19.4" A 32"

OPEN OFFICE 115

193 SF 100 1.93

FUTURE 1ST OFFICES 109

PUBLIC CORRIDOR 101

IT 116 17 SF 300 0.06

DW

FUTURE 1ST CONFERENCE 109a

FE

TENANT CORRIDOR 122 110 SF 100 1.1

WAREHOUSE 22,893 SF

OCCUPANCY LOAD (TABLE 1004.1.2) NAME BASEMENT ELEVATOR LOBBY MECHANICAL BASEMENT PUBLIC CORRIDOR BASEMENT STAIRS 1ST FLOOR ELEVATOR LOBBY BEXISTING ELEVATOR 1ST FLOOR STAIRS JANITOR 18'-8" MEN'S 1'-3" 5'-0" 6'-7" 5'-5" WOMEN'S

FIRST FLOOR

2 A111

5'-4"

OFFICE #3 124 124 I H 01 MEN'S 106

D6

B3

D6

A3

B3

14'-8" 2 A401

1'-7"

12'-5"

1'-6" 9'-8"

14'-4"

EM01

1'-6" 1'-8" 5'-3"

E L 01

18'-0"

5'-10" 5'-3"

18'-0"

1'-6" 1'-6"

13'-4"

E K 01

69'-1 5/8"

1'-8"

I G 01

123

TV (BY OWNER)

A3

OFFICE #2 123

2

17'-4"

125

1'-8"

I I 01

110 111 7 112 A111 113 114 115 116 117 118 4 119 120 121 122 123 124 125 201 202 203 204 2053 206 206a 207 5 207a A111 208 209

10"

OFFICE #4 125

TV (BY OWNER)

13'-4"

A3

A3

NUMBER 001 002 101 102 103 103a 104 105 106 107 108 109 5 109a

B3

1'-6"

5'-8"

A3

C3

D6

1'-0"

2'-0"

A3

122.2

WH

WOMEN'S D6 107

118.1

10'-1" 4'-1"

115 I D 01

12'-0"

121 A3

7"

1'-0"

8'-1"

I J 01

E K 02

12'-2"

OFFICE #5 121

11'-7"

A3

122

D6

A3 A3

2'-9"

8"

E B 01 RECEPTION / WAITING 108

6'-4"

1'-1"

113

2'-7" 3'-7"

A3 A3

JANITOR 105 6'-2"

12'-10"

TENANT CORRIDOR 113

A3

5'-7"

107

A3

A3

C3

1'-3"

7'-2"

106

A3

A3

114.1 14'-3"

E A 01 108

A3

6'-0"

A3

A3

4"

3'-0"

A3

8'-6" 5"

8'-5"

UP

1ST FLOOR ELEVATOR LOBBY 103 B3

104

A3

B3

11'-10"

A3

1ST FLOOR STAIRS 104

B3

2'-4"

11'-3"

102

B3

6'-7"

105

A3

103.1

8'-3"

B3

A3

4"

EXISTING ELEVATOR 103a

8'-7"

DN

BASEMENT STAIRS 102

1'-2" 5'-9 1/2" 8" 5'-9 1/2" 8"

6'-1"

6'-7"

A3

3'-2"

3'-6"

10'-10"

A3

A3

2'-0"

A3

A3

114.2

IT 116 A3

BREAK 112

6'-5"

9'-10"

1'-11" 5'-0" 3'-0"

4'-7"

6'-0"

A3

7'-10"

A3

116

E C 01 112.1

OPEN OFFICE 115

12'-4"

6'-2"

109.2 16'-4"

A3

8'-0"

PUBLIC CORRIDOR 101

A3

A3

103.2

101.1

A3

B3

UP

3 A111

A3

9'-0"

E R 01

109.1

A3

EQ 01

8"

A3

9'-4"

6'-7"

2'-5"

8 1/2" 5'-8"

111

110 A3

6 A111

A3

4

A3

olutions/18-066 - Meridian Roofing Solutions_V17.rvt

EXISTING SAFE 117 STOR 111

1'-8"

A401

FUTURE 1ST OFFICES 109 1,174 SF 21'-3"

12'-10" EO 01

1'-4" 9'-5 1/2"

5'-0" 3'-0"

A3

6'-2"

11'-8"

3'-6"

E P 01

B3

MECH 110

9'-0"

16'-4"

BIM 360://18-066 - Meridian Roofing Solutions/18-066 - Meridian Roofing Solutions_V17.rvt

B3

20'-0"

6'-6"

4'-10" 101.2

11'-0"

FUTURE 1ST CONFERENCE 109a 258 SF

C

20'-0"

12'-7"

3

99'-10 1/4"

20'-8"

DW

18'-8"

2'-0"

16' D

TENANT CORRIDOR 122

8'

NET AREA 78 SF 6,352 SF 1,062 SF 25 SF 70 SF A 70 SF 148 SF 68 SF 146 SF 158 SF E N 01 RECEPTION / WAITING 197 SF FUTURE 1ST OFFICES 1,174 SF FUTURE 1ST CONFERENCE 258 SF B3 MECH 20 SF TV (BY OWNER) STOR 23 SF BREAK 193 SF CONFERENCE TENANT CORRIDOR 351 SF 118 WORK ROOM 93 SF OPEN 201 SF A3 OFFICE IT 17 SF I E 01 B3 EXISTING SAFE 88 SF 118.2 CONFERENCE 255 SF PLAN ROOM 320 SF OFFICE #1 316 SF 2'-0" 15'-0" OFFICE #5 144 SF B3 TENANT CORRIDOR 110 SF PLAN ROOM OFFICE #2 302 SF 119 72"x36" OFFICE #3 133 SF TABLE 119 OFFICE #4 140 SF TV (BY 2ND FLOOR ELEVATOR LOBBY 73 SF OWNER) SAMPLE SAMPLE 2ND FLOOR STAIRS 187 SF CABINET CABINET N. STAIR LOBBY 130 SF STORAGE 15 SF FUTURE 2ND CORRIDOR 839 SF FUTURE 2ND OFFICES #2 2,150 SF FUTURE 2ND CONFERENCE #2 303 SF A3 OFFICES #1 FUTURE 2ND 1,921 SF FUTURE 2ND OFFICE CONFERENCE #1 248 SF #1 120 B3 FUTURE 2ND RESTROOMS 322 SF 120 FUTURE 2ND JANITOR 22 SF TOTAL 18,722 SF I F 01

4"

4'

WORK ROOM 114

0' E

3'-1"

F

A401

112.2

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

B3

6'-0" 1'-0"

B3

8"

17'-10"

1 A111

FIRST FLOOR

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

Revit Rendering & Drafting

33

1

LOAD FACTO 300 300 100 100 100 100 100 300 100 100 100 100 15 300 300 100 100 100 100 300 300 15 100 100 100 100 100 100 100 100 100 100 300 100 100 15 100 15 100 300

34

Architect One 2019 Premier One Addition & Renovation Topeka, Kansas Photography

Revit Modeling, Lumion Rendering

35

Before Renovations

36 Photography

4

3

schwerdt desig

2

1 architecture

interio

2231 sw wanamaker rd topeka, kansas 66614phone: 785.273.7540

500 north broadway oklahoma city, ok 7310 phone: 405.231.3105

PARAPET HIGH 129' - 0"

C

C

PROGRESS

PARPET LOW 126' - 6"

NOT FO CONSTRUC

DATE: 11/1 C

SOFFIT 116' - 0" TRUSS BEARING 115' - 0" STOREFRONT 110' - 0"

WINDOW SILL 103' - 4"

42'-0" TENANT A

67'-0" TENANT A

FIRST FLOOR 100' - 0"

18'-0" TENANT B

ELEVATION B3 SOUTH SCALE: 3/16" = 1'-0"

ELEVATION B1 EAST SCALE: 3/16" = 1'-0"

B

B 2

1

NE PERSPECTIVE

B2

TENANT B SCALE:

CORE & SHELL BUILDING

3

B

PARAPET HIGH 129' - 0"

schwerdt design group architecture

interiors

planning

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

suite 200

PARPET LOW 126' - 6"

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

PROGRESS PRINT

NOT FOR CONSTRUCTION

SOFFIT 116' - 0" TRUSS BEARING 115' - 0"

DATE: 11/19/2021

STOREFRONT 110' - 0"

FIRST FLOOR 100' - 0" A

SHEET TI

A3 WEST ELEVATION SCALE: 3/16" = 1'-0"

SCALE: 3/16" = 1'-0"

NE PERSPECTIVE

B2

PROJECT NU

2103

SE PERSPECTIVE

TENANT B SCALE:

B

3 4

EXTERIOR ELE

A1 NORTH ELEVATION

2 3

9B OF WEST PRYOR

4

PROGRESS PRI

A

67'-0" TENANT B

42'-0" TENANT A

MIT, MISSOURI

18'-0" TENANT B

SUBMISSION

WINDOW SILL 103' - 4"

SHELL BUILDING

A

FILE PATH: C:\Users\Matthew\Documents\210345_West-Pryor_Lot-9B_mtbB7H4Y.rvt DATE: 11/19/2021 4:44:25 PM DRAWN BY: Author

FILE PATH: C:\Users\Matthew\Documents\210345_West-Pryor_Lot-9B_mtbB7H4Y.rvt DATE: 11/19/2021 4:06:30 PM DRAWN BY: Author

C

A2

TENANT A SCALE:

SHEET NUM

A-90

1

Schwerdt Design Group 2021 CAVA • The Joint • Core & Shell Lee’s Summit, Missouri Revit Realistic 2

1

37

38

Schwerdt Design Group 2021 Starbucks • Aspen Dental • Core & Shell Manhattan, Kansas Revit Modeling, Enscape Rendering

D

T.O. ARCH 128' - 0" T.O. PILLARS 123' - 3" T.O. PARAPET 122' - 0" F

D

C

B

A.4

5

A

4

3.9

3.2

3

2

1

TRUSS BEARING 115' - 0" T.O. T.O. BRICK ARCH 112' -- 0" 0" 128' T.O. PILLARS T.O. STOREFRONT 123' - 0" 3" 110' T.O. PARAPET T.O. 122' STONE - 0" 102' - 8"

C

TRUSS BEARING FIRST FLOOR 115' -- 0" 100' 0" B.O. FOOTING T.O. 96' BRICK - 6" 112' - 0"

ELEVATION 2 EAST SCALE: 1/8" = 1'-0" 2

T.O. STOREFRONT 110' - 0"

ELEVATION 1 NORTH SCALE: 1/8" = 1'-0" 3

4

T.O. STONE 102' - 8"

5

ELEVATION 2 EAST SCALE: 1/8" = 1'-0"

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

schwerdt design group architecture

D

A

D

E

F

1

interiors

planning

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

suite 200

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

2

2.9

3

4

5

T.O. ARCH 128' - 0" T.O. PILLARS 123' - 3" T.O. PARAPET 122' - 0"

PROGRESS PRINT NOT FOR CONSTRUCTION DATE: 09/16/2021 A

D

E

F

1

2

2.9

3

4

ELEVATION 3 SOUTH SCALE: 1/8" = 1'-0"

D

ELEVATION 4 WEST SCALE: 1/8" = 1'-0"

ELEVATION 3 SOUTH SCALE: 1/8" = 1'-0"

1

2

1

2

B

3

C

MANHATTAN, KANSAS

ELEVATION 4 WEST SCALE: 1/8" = 1'-0"

CORE & SHELL BUILDING FOR

2

204 TUTTLE CREEK BOULEVARD

1

5

TRUSS BEARING 115' - 0"

A

FRONT 1 STARBUCKS SCALE:

3

4

T.O. STOREFRONT 110' - 0" T.O. STONE 102' - 8"

4

5

4

5

SHEET TITLE

210217 SHEET NUMBER

3

4 B

5

A

A

PROJECT NUMBER

2

5

FIRST FLOOR 100' - 0" B.O. FOOTING 96' - 6"

PERSPECTIVES

A-004

B

TRUSS BEARING FIRST 115' FLOOR - 0" 100' - 0" B.O. FOOTING T.O. 96' BRICK - 6" 112' - 0"

SUBMISSION DATES

PROGRESS PRINT ONLY

3

DENTAL FRONT 2 ASPEN SCALE:

B

T.O. T.O. BRICK ARCH 112' -- 0" 0" 128' T.O. PILLARS T.O. STOREFRONT 123' - 3" 110' - 0" T.O. PARAPET T.O. 122' STONE - 0" 102' - 8"

C

FRONT 1 STARBUCKS SCALE:

C

FIRST FLOOR 100' - 0" B.O. FOOTING 96' - 6"

Revit Realistic & Drafting

39

4

3

2

1

4

3

2

1

A

T.O. ARCH 128' - 0"

schwerdt design group

architecture

SUBMISSION DATES

B.O. FOOTING 96' - 6" REF STRUCT

NOVEMBER 15, 2021

A

SHEET TITLE

STOREFRONT / WOOD SIDING

STOREFRONT / BRICK

TENANT A - SECTION

DRIVE-THRU

TENANT A - SECTION

A3

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

TENANT A - SECTION

A2

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

BRICK / EIFS

TENANT A WALL SECTIONS

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

PROJECT NUMBER

TENANT A - SECTION

A1

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

210217 SHEET NUMBER

3

2

4

3

2

A-302

1

MANUFACTURER

PARAPET RETURN AND CROSS OVER PLATFORM ALUMINUM FRAME RUNNING BOND MODULAR ROWLOCK COURSE MODULAR RUNNING BOND MODULAR SOLDIER COURSE MODULAR SANDBLAST TEXTURE TBD TBD TB PREFINISHED ANODIZED THERMALLY BROKEN PAINTED PREFINISHED ANODIZED THERMALLY BROKEN PREFINISHED 5" x 6-1/2" RANDOM DRY STACK 5/8" THICK X 7-1/4" WIDE ALUMINUM TRIM POWDER COAT TO MATCH CLADDING

TBD GLEN-HENRY GLEN-HENRY PINE HALL BRICK PINE HALL BRICK DRYVIT DRYVIT DRYVIT TBD LOCALLY SOURCED LOCALLY SOURCED LOCALLY SOURCED UNI-CLAD KAWNEER LOCALLY SOURCED STONECAST DUTCH QUALITY IDENTITY WOOD PRODUCTS

MT3: MT4: MT5: PS1: ST1: WD1:

C

B

A

BK2

MT1

DOWNSPOUT TO IN-GROUND DRAIN

A-301

MT4

J

C2 ______

4'-6"

T.O. STOREFRONT 110' - 0" T.O. STONE 102' - 8"

J

H

PS1

FIRST FLOOR 100' - 0" B.O. FOOTING 96' - 6"

EXTERIOR

1

1.1

2

A-303

MT3

MT3

EF2

MT3 EF2

MT3 EF2

EF2

4'-6"

A-401

4'-5"

B2 ______

EF2 EQ

4'-6"

EQ

4'-5"

EQ

EQ

MT1

EQ

EQ

BK3

BK1

G

A-301

3.9

C2 ______ A-301

A4 A-402

G

EQ

BK3

EQ EQ

A-401

4

5

TENANT SIGNAGE UNDER SEPARATE PERMIT, TYP

MT2

EQ EQ EQ

EQ

EQ

EQ

BK3

F

MT5

10'-0"

B2 ______ A-301

DOWNSPOUT TO IN-GROUND DRAIN

T.O. STONE 102' - 8"

CJ

MT2

MT2

C2 ______ A-301

EXTERIOR

DOWNSPOUT TO IN-GROUND DRAIN

DOWNSPOUT TO IN-GROUND DRAIN

EXTERIOR

WEST ELEVATION

A1

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

TRUSS BEARING 115' - 0" T.O. BRICK 112' - 0" T.O. STOREFRONT 110' - 0"

MT1

BK1 CJ

DOWNSPOUT TO IN-GROUND DRAIN

MT1

± 9'-8"

MT1

ST1

ST1

A-301

A3

EQ

MT1

MT1 ± 9'-8"

AW1

C1 A-402 A2 ______

T.O. ARCH 128' - 0" T.O. PILLARS 123' - 3" T.O. PARAPET 122' - 0"

MT2

WD1

PS1 AL1

ST1

EIFS REVEAL, SEE SECTION DETAIL (TYP)

EF1

CJ

15'-0"

MT5

EQ

B2 ______

EF3

EQ

EQ EQ

BK4

ST1

B2 ______

EIFS REVEAL, SEE SECTION DETAIL (TYP)

EQ

BK4 G

3.1

12"x6" SCUPPER CONDUCTOR HEAD & 4"x6" DOWNSPOUT TO IN-GROUND DRAIN (TYP)

29'-1"

EF1 EQ

12"x6" SCUPPER CONDUCTOR HEAD & 4"x6" DOWNSPOUT TO IN-GROUND DRAIN (TYP)

4'-5"

A-301

EIFS REVEAL, SEE SECTION DETAIL (TYP)

EQ

3

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

F

EF3 EQ

NORTH ELEVATION

B1

A2 A4 ______ ______

EF2

G

A-301

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

4'-6"

EF2

B

B2 ______

DOWNSPOUT TO IN-GROUND DRAIN

A-301

EAST ELEVATION

D

5'-8"

5'-8"

H

MT1

4'-6"

C

EF2

4'-6"

BK2

DOWNSPOUT TO IN-GROUND DRAIN

MT3 FILE PATH: C:\Users\Matthew\Documents\210217 Tuttle Creek Manhattan_mtbB7H4Y.rvt DATE: 11/15/2021 2:08:36 PM DRAWN BY: Author

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

FIRST FLOOR 100' - 0" B.O. FOOTING 96' - 6"

EQ EQ

4" 6" 1'-0"

3'-6"

SUBMISSION DATES

NOVEMBER 15, 2021

A

SHEET TITLE

EXTERIOR ELEVATIONS

PROJECT NUMBER

210217 SHEET NUMBER

4

40 Revit Drafting

3

2

1

6"

3"

8"

4'-2 1/2"

1"

4'-2 1/2"

A-201

6" 9" 6"

4'-2 1/2"

1"

4'-2 1/2"

COMPACTED GRAVEL

3"

3"

#4 TIE @ 2'-0" OC

PROVIDE RADIUS CUT-OUTS AT OPEN AND CLOSED POSITION APPROX 105°

(8) #4 CONT

LATCH DETAIL

C5 3 5/8"

C4

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

C3

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

32'-0"

A-001 3'-6"

C102 EQ

3'-3"

3'-6"

6'-9"

TENANT A DUMPSTER

3'-6"

CAP TOP OF JAMB & SIDE OF COPING EA SIDE

C3 ______ A-001

TYP

MANHATTAN, KANSAS

CORE & SHELL BUILDING

20'-7 5/8"

C B5 A-001

TYP

A5 A-001

1'-0"

D1 TYP

A-001

9'-6"

9"

9'-6"

9"

9'-6"

1'-0"

TRASH ENCLOSURE

WALL SECTION SCALE: 3/4" = 1'-0"

C1

N

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

3/4" 7 5/8"

#5 DOWELS @ 48" OC, MAX PROVIDE HORIZ JT REINF @ 16" OC, TYP

ZERK GREASE FITTING

CUT SECTION OF HSS 4"x3"x3/16" x 6" LONG

MORTAR SOLID ALIGN CL W/ BLOCK FACE

TS 4 X 3 X 3/16 TS 4 X 2 X 3/16

2"

8" DIA. X 6" DBL. EXTRA STRONG PIPE, NOT WELDED TO 6" PIPE 6" STEEL PIPE FILLED W/ CONCRETE STOP-BLOCKS WELDED TO HINGE STOP-BAR WELDED TO 6" PIPE ZERK GREASE FITTING

CUT SECTION OF HSS 4"x3"x3/16" x 6" LONG HSS 4"x3"x3/16"

ZERK GREASE FITTING

HSS 4"x3"x3/16"

10

B C1 A-001

PREFINISHED METAL CLADDING CUT SECTION OF TS 4x3x3/16 x 6" LONG W/ 1/4" TOP AND BOTTOM PLATE. CONT WELD ALL JOINTS AND TO ADJACENT TUBE AND PIPE.

5°

6" CONCRETE PAVING

SINGLE POST

B5

8" DIA x 6" DBL EXTRA STRONG PIPE, NOT WELDED TO 6" PIPE 8" DIA x 6" DBL EXTRA STRONG PIPE, WELDED TO 6" PIPE 6" STEEL PIPE FILLED W/ CONCRETE

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

2'-0" LANDSCAPE AREA

8" DIA x 6" DBL EXTRA STRONG PIPE, NOT WELDED TO 6" PIPE 8" DIA x 6" DBL EXTRA STRONG PIPE, WELDED TO 6" PIPE 6" STEEL PIPE FILLED W/ CONCRETE

" 2'-0

30'-0" 1'-0

7 5/8"

#5 DOWELS @ 48" OC, MAX

8" DIA. X 6" DBL. EXTRA STRONG PIPE, NOT WELDED TO 6" PIPE

PROVIDE HORIZ JT REINF @ 16" OC, TYP

3"

2"

"

6" CONCRETE PAVING

8" CMU GROUTED FULL 6" STEEL PIPE FILLED W/ CONCRETE

(6) #5 VERTICAL CONCRETE FOOTING

TS 4 X 3 X 3/16 TS 4 X 2 X 3/16

2"

suite 200

3'-0"

TENANT A DUMPSTER

8" CMU GROUTED FULL

B

planning

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

D5 ______ TYP

DUMPSTER

HINGE DETAIL

interiors

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

ELEVATION

20'-0" CLEAR

6" CONC DUMPSTER PAD

2'-6"

architecture

TRASH ENCLOSURE

D1

3'-0"

PROVIDE CONVEX RADIUS & STOP BLOCKS TO HOLD GATE IN OPEN AND CLOSED POSITIONS (TOP AND BOTTOM HINGES)

6" STEEL PIPE FILLED W/ CONCRETE

DECORATIVE STAINLESS STEEL PULLS

schwerdt design group

6" 1'-0"

TYP

TENANT B DUMPSTER

6"

TRUSS BEARING 115' - 0" T.O. BRICK 112' - 0"

BK4

6" 9" 6"

10'-0"

C

AW1

EXTERIOR

TENANT SIGNAGE UNDER SEPARATE PERMIT, TYP

MT3

G

EQ

BK1

BK1

A2 ______

B

EF2

BK3

EF2

ST1

15'-8"

E A.4

A

EQ EQ

EF2

4'-6"

4'-6"

MT1

EQ EQ

BK3

B3

MT3

EF2 EF3

EQ

C101

EQ

ASPHALT (REF CIVIL)

3"

TYP

2'-4"

EF2

5'-8"

5'-8"

5'-8"

5'-8"

WD1

ZERK GREASE FITTING

C4 A-001

(4) #5 VERTICAL

A

CONCRETE FOOTING

SUBMISSION DATES

NOVEMBER 15, 2021

#3 HOOPS @ 18" O.C.

10 STOP-BLOCKS 5° WELDED TO HINGE STOP-BAR WELDED TO 6" PIPE ZERK GREASE FITTING

10

5°

PREFINISHED METAL CLADDING CUT SECTION OF TS 4x3x3/16 x 6" LONG W/ 1/4" TOP AND BOTTOM PLATE. CONT WELD ALL JOINTS AND TO ADJACENT TUBE AND PIPE.

3"

3" 3'-0"

A5

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

3"

3"

A SHEET TITLE

SITE PLAN & TRASH ENCLOSURE

2'-0"

#3 HOOPS @ 18" O.C.

PROJECT NUMBER

DOUBLE POST

5

D1 A-402

3"

EF2

EF2

B2 ______

HEAVY DUTY GATE FLIP LATCH

1"

4'-2 1/2"

6" CONC FILLED BOLLARD, TYP

3"

EF2

MT3

T.O. ARCH 128' - 0" T.O. PILLARS 123' - 3" T.O. PARAPET 122' - 0"

1"

A4 A-001

#4 CONT

6" CONC DUMPSTER SLAB W/ W2.9xW2.9 6x6 WFF

TYP

D 4'-2 1/2"

3"

MT3

EF2

EQ

MT1

A

#5 MASY DOWEL @ 2'-0" MAX OC

SCALE: 3" = 1'-0"

CONCRETE CAP (SMOOTH FINISH)

CJ 15'-8"

DECORATIVE LIGHT SCONCES (REF ELECTRICAL)

COPING DETAIL

A-303

HSS 2"x4"x3/16" DIAGONAL CROSS MEMBER, TYP

1'-0" 6"

CAP TOP OF JAMB & SIDE OF COPING EA SIDE

6"

EF3

EIFS REVEAL, SEE SECTION DETAIL (TYP)

MT2

4'-6"

MT1

EQ

BK2

CJ

D4

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

A3 A-001 TYP

#4 @ 2'-0" MAX OC TO MATCH DOWEL SPACING

DUMPSTER WALL

BOLLARD DETAIL

D5

C5 A-001

6"

A-303

210217

6"

WD1

BK1 TENANT SIGNAGE UNDER SEPARATE PERMIT, TYP

BK1

15'-8"

3/4" SOLID MORTAR

6"

A3 ______

A-301

AW1

MT1

8" BOND BEAM (GROUT FILLED)

1

A-401

B

4" FACE BRICK

6"

BK1

15'-8"

EQ

18" DIA CONCRETE BOLLARD FOUNDATION W/ #5 REBAR

-4" FACE BRICK -3/4" SOLID MORTAR -8" CMU (GROUT FILLED)

3' - 6"

WD1

± 2"

± 6"

B2 ______

A-303

TENANT SIGNAGE UNDER SEPARATE PERMIT, TYP

15'-8"

E

1" MIN BOND BREAKER

8" GROUT FILLED BOND BEAM W/ (1) #5 DIA BARS CONT

PRESSURE TREATED 2x

3"

A1 ______

A-301

1.1

TENANT SIGNAGE UNDER SEPARATE A2 ______ PERMIT, TYP A-303 MT3

A-401

MT1

CRIMPED HEM, TYP

1 1/2"

C2 ______

A-302

2

A-302

B2 ______ 15'-6 3/8"

6" CONC DUMPSTER SLAB W/ W2.9xW2.9 6x6 WFF

6"

A4 ______

A3 ______

A-302

3.1

PROJECT NUMBER

1

PREFINISHED METAL PANEL; 24 GA W/ REVEAL, TYP

D4 A-001

1" 2"

3.2

TENANT B WALL SECTIONS

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

2

TOP OF BLOCK 7' - 4"

CONT HOLDDOWN CLEAT

1" 2"

3.8

TYPICAL PILASTER

TENANT B - SECTION

A1

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

6"

A

3.9

6"

A.4

4

FILE PATH: C:\Users\Matthew\Documents\210217 Tuttle Creek Manhattan_mtbB7H4Y.rvt DATE: 11/15/2021 2:08:27 PM DRAWN BY: Author

B A2 ______

5

NOVEMBER 15, 2021

A

1

PREFINISHED METAL COPING

PREFINISHED METAL COPING

CONT #5 REBAR

1'-6"

MANHATTAN, KANSAS

C

A-301

EIFS REVEAL, SEE SECTION DETAIL (TYP)

MT2

C

CORE & SHELL BUILDING

± 3 3/4"

EF1

D A2 ______

A-302

D

suite 200

204 TUTTLE CREEK BOULEVARD

A1 ______

planning

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

TENANT B - SECTION

2

#4x2-6x2-6 @ 2'-0" OC

NOTE: RTU ABOVE PARAPET WITHIN 1:25 RATIO FROM PARAPET WALL

F

interiors

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

A2

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

3

3/8" ANCHOR BOLT NOTCHED INTO LUMBER, EMBEDDED INTO GROUT

6" STEEL PIPE FILLED W/ CONCRETE (PAINTED)

EXPANSION JOINT

architecture

SUBMISSION DATES

B.O. FOOTING 96' - 6" REF STRUCT

LARGE PILASTER

TENANT B - SECTION

4

CONCRETE CAP (SMOOTH FINISH)

schwerdt design group

O'KEEFE'S

2" PERIMETER INSULATION (24" LENGTH) REINFORCED CONCRETE FOOTING (REF STRUCT)

3

4'-0"

STYLE / FINISH

FIXED ALUMINUM ROOF ACCESS LADDER ELECTRIC BLUE CARBON BLACK & SM770 SABLE MORTAR CARBON BLACK & SM770 SABLE MORTAR BROWN'S FERRY BROWN'S FERRY SW 7018 DOVETAIL 110 VAN DYKE 382 TAMALE RAL#7021 MATTE BLACK TO MATCH RAL#7021 MATTE BLACK TO MATCH RAL#7021 MATTE BLACK TO MATCH RAL#7021 MATTE BLACK ELECTRIC BLUE CHAMPAGNE TO MATCH CHAMPAGNE LIMESTONE SIENNA DRYSTACK 1000 - LIGHT BROWN / BEIGE W/ DARK LOWLIGHTS, 1/16" REVEAL

VAPOR BARRIER GRANULAR FILL (REF GEOTECHNICAL REPORT)

2" PERIMETER INSULATION (24" LENGTH) REINFORCED CONCRETE FOOTING (REF STRUCT)

SHEET NUMBER

4

6" 2" 1'-0"

MATERIAL

A3

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

3°

C

COLOR / DESCRIPTION

ALUMINUM FABRIC AWNING FACE BRICK FACE BRICK FACE BRICK FACE BRICK EIFS EIFS EIFS METAL CANOPY / DOWNSPOUTS METAL COPING / DOWNSPOUTS ALUMINUM STOREFRONT HOLLOW METAL DOOR / FRAME METAL COPING ALUMINUM STOREFRONT METAL DOWNSPOUTS PRECAST SILL STONE VENEER WOOD CLADDING

VAPOR BARRIER GRANULAR FILL (REF GEOTECHNICAL REPORT)

STOREFRONT ENTRY

TENANT B - SECTION

5

AW1: BK1: BK2: BK3: BK4: EF1: EF2: EF3: MT1: MT2:

T.O. STONE 102' - 8"

SIDEWALK (REF CIVIL)

SHEET TITLE

TYPICAL WINDOW

1

AL1:

6"

VAPOR BARRIER GRANULAR FILL (REF GEOTECHNICAL REPORT) 2" PERIMETER INSULATION (24" LENGTH) REINFORCED CONCRETE FOOTING (REF STRUCT)

A4

MATERIALS LEGEND TAG

6"

VAPOR BARRIER GRANULAR FILL (REF GEOTECHNICAL REPORT) 2" PERIMETER INSULATION (24" LENGTH) REINFORCED CONCRETE FOOTING (REF STRUCT)

A

1 1/2"

4

SIM

THIN STONE VENEER OVER 4" CMU BACKUP

REINFORCED CONCRETE SLAB (REF STRUCT)

SIDEWALK (REF CIVIL)

FIRST FLOOR 100' - 0"

3"

A4

REINFORCED CONCRETE SLAB (REF STRUCT)

SIDEWALK (REF CIVIL)

204 TUTTLE CREEK BOULEVARD

3 COURSES BELOW F.F.

REINFORCED CONCRETE FOOTING (REF STRUCT)

REINFORCED CONCRETE SLAB (REF STRUCT)

SIDEWALK (REF CIVIL)

A1 A-401

MANHATTAN, KANSAS

5 1/2"

GRANULAR FILL (REF GEOTECHNICAL REPORT) 2" PERIMETER INSULATION (24" LENGTH)

CONCRETE CURB AND ASPHALT DRIVE (REF CIVIL)

REINFORCED CONCRETE SLAB (REF STRUCT)

CAST STONE SILL

SIM

THIN STONE VENEER OVER 4" CMU BACKUP

CORE & SHELL BUILDING

5 1/2"

REINFORCED CONCRETE FOOTING (REF STRUCT)

REINFORCED CONCRETE FOOTING (REF STRUCT)

FIRST FLOOR 100' - 0"

A1 A-401

THIN STONE VENEER OVER 4" CMU BACKUP

1'-0"

SLOPE

VAPOR BARRIER

GRANULAR FILL (REF GEOTECHNICAL REPORT) 2" PERIMETER INSULATION (24" LENGTH)

BRICK 3 COURSES BELOW F.F.

2" PERIMETER INSULATION (24" LENGTH)

FLASHING

VAPOR BARRIER

SITE MULCH OR RIVER ROCK

GRANULAR FILL (REF GEOTECHNICAL REPORT)

REINFORCED CONCRETE SLAB (BY TENANT)

A1 A-401

GYPSUM BOARD (BY TENANT)

FLASHING

CAST STONE SILL

6"

VAPOR BARRIER

BRICK 3 COURSES BELOW F.F.

REINFORCED CONCRETE FOOTING (REF STRUCT)

BRICK WEEPS MORTAR MESH THRU-WALL FLASHING SOLID GROUT FILL

B

EXTERIOR LIGHT SCONCE

FLASHING

CAST STONE SILL

32'-0"

SLOPE

CONCRETE SIDEWALK (REF CIVIL)

5 1/2"

2" PERIMETER INSULATION (24" LENGTH)

REINFORCED CONCRETE SLAB (BY TENANT)

FACE BRICK THRU-WALL FLASHING

REINFORCED CONCRETE SLAB (REF STRUCT)

T.O. BRICK 112' - 0" TYP EXT WALL CONSTRUCTION (R-21 MIN) -4" MODULAR MASONRY VENEER W/ TIES -1" AIR SPACE -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x4 WOOD STUDS -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

TYP EXT WALL CONSTRUCTION (R-21 MIN) -4" MODULAR MASONRY VENEER W/ TIES -1" AIR SPACE -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x6 WOOD STUDS & 2x BLOCKING -6" AIR SPACE -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

FLASHING 4"

6"

GRANULAR FILL (REF GEOTECHNICAL REPORT)

REINFORCED CONCRETE SLAB (BY TENANT)

TYP EXT WALL CONSTRUCTION (R-21) -5/8" x 7-1/4" WOOD CLADDING -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

AWNING (BEYOND)

T.O. STOREFRONT 110' - 0"

6"

VAPOR BARRIER

A

SILL HEIGHT 4" MODULAR 101' - 6"

5" DEEP STEEL ANGLE (REF STRUCT)

4"

3' - 6"

4" MODULAR FACE BRICK THRU-WALL FLASHING

REINFORCED CONCRETE SLAB (REF STRUCT)

ROWLOCK BRICK COURSE

4"

3" MIN

REINFORCED CONCRETE SLAB (BY TENANT)

SILL HEIGHT 101' - 6"

SILL HEIGHT 103' - 0"

SILL FLASHING

REINFORCED CONCRETE SLAB (REF STRUCT)

ROWLOCK BRICK COURSE

3" MIN

FILE PATH: C:\Users\Matthew\Documents\210217 Tuttle Creek Manhattan_mtbB7H4Y.rvt DATE: 11/15/2021 2:08:40 PM DRAWN BY: Matthew

± 4"

C2 A-401

5/8" GYP BD

BY TENANT

SILL FLASHING

REINFORCED CONCRETE SLAB (REF STRUCT)

3'-0"

C2 A-401

5/8" GYP BD

BY TENANT

READY ACCESS 275 SHELF

C3 A-401

5" DEEP STEEL ANGLE (REF STRUCT)

4"

FLASHING MODULAR SOLDIER COURSE

12'-0" CLEAR

TYP EXT WALL CONSTRUCTION (R-21) -4" MODULAR FACE BRICK W/ TIES -1" AIR SPACE -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

SILL FLASHING ± 4"

C3 A-401

B

11'-0"

BRICK WALL TIES (SPACING PER MFR RECOMMENDATIONS)

READY ACCESS 275 TRANSACTION WINDOW

C4 A-401

MODULAR SOLDIER COURSE

6" 6" 6"

WINDOW SILL 108' - 0"

TRUSS BEARING 115' - 0" TYP EXT WALL CONSTRUCTION (R-21 MIN) -5" EIFS -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x4 WOOD STUDS -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

FLASHING

3'-10"

4"

GYP BOARD TO BE PROVIDED BY TENANT

4-1/2" x 2" ALUMINUM STOREFRONT

B

STOREFRONT SILL FLASHING ROWLOCK BRICK COURSE

FLASHING

8" 6" 6"

READY ACCESS AA330 HEATED AIR CURTAIN

4-1/2" x 2" ALUMINUM STOREFRONT

BRICK HEIGHT 110' - 0"

C2 A-401

FLASHING

1'-0"

ALUMINUM STOREFRONT

5" DEEP STEEL ANGLE (REF STRUCT)

FLASHING

4-1/2" x 2" ALUMINUM STOREFRONT WINDOW

T.O. STOREFRONT 110' - 0"

T.O. HIGH TRUSS 118' - 1"

TYP EXT WALL CONSTRUCTION (R-21 MIN) -5" EIFS -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x4 WOOD STUDS -8" AIR SPACE -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

7'-4"

C3 A-401

12" FACE CANTILEVERED CANOPY W/ DOWNSPOUTS TO IN-GROUND DRAIN

SIM

SIM

TYP EXT WALL CONSTRUCTION (R-21 MIN) -3" EIFS -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

1'-0"

A1 A-402

TRUSS BEARING 115' - 0"

SIM

TYP EXT WALL CONSTRUCTION (R-21 MIN) -3" EIFS -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

3'-4"

12" FACE TIE-BACK CANOPY W/ REAR DOWNSPOUTS TO IN-GROUND DRAIN

12" FACE CANTILEVERED CANOPY W/ DOWNSPOUTS TO IN-GROUND DRAIN

B

A1 A-402

SIGN (BY TENANT)

TYP EXT WALL CONSTRUCTION (R-21) -3" EIFS -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT) DIMENSIONAL LUMBER BUILT-UP HEADER (REF STRUCT)

ROOF TRUSS (REF STRUCT)

ROOF TRUSS (REF STRUCT) DIMENSIONAL LUMBER BUILT-UP HEADER (REF STRUCT)

A1 A-402

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

2x BLOCKING @ 8'-0" O.C. MAX VERTICALLY

13'-0"

ROOF TRUSS (REF STRUCT)

DIMENSIONAL LUMBER BUILT-UP HEADER (REF STRUCT)

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

8'-8"

TYP EXT WALL CONSTRUCTION (R-21) -5/8" x 7-1/4" WOOD CLADDING -WEATHER BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

DIMENSIONAL LUMBER BUILT-UP HEADER (REF STRUCT)

TYP EXT WALL CONSTRUCTION (R-21) -5/8" x 7-1/4" WOOD CLADDING -LIQUID APPLIED AIR/MOISTURE BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

2'-6" PROJECTION

TYP EXT WALL CONSTRUCTION (R-21) -4" MODULAR FACE BRICK W/ TIES -1" AIR SPACE -WEATHER BARRIER -1/2" ZIP SYSTEM SHEATHING W/O TAPE (REF STRUCT) -2x8 WOOD STUDS (REF STRUCT) -R-21 UNFACED BATT INSULATION -VAPOR BARRIER (BY TENANT) -5/8" GYPSUM BOARD (BY TENANT)

HSS BEAMS (REF STRUCT)

ROOF TRUSS (REF STRUCT)

6"

SIGN (BY TENANT)

RUN ROOF MEMBRANE UP AND OVER WALL AT LOW PARAPET. MEMBRANE TO MATCH EIFS COLOR

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN) 2x10 EDGE NAILER

ROOF INSULATION (R-38 MIN)

2x10 EDGE NAILER

6"

T.O. HIGH TRUSS 118' - 1"

ROOF MEMBRANE

T.O. PARAPET 122' - 0"

A2 A-401

RUN ROOF MEMBRANE UP AND OVER WALL AT LOW PARAPET. MEMBRANE TO MATCH EIFS COLOR

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

ROOF INSULATION (R-38 MIN)

2x10 EDGE NAILER

6"

6"

2x10 EDGE NAILER

T.O. PARAPET 122' - 0"

RUN ROOF MEMBRANE UP AND OVER WALL AT LOW PARAPET. MEMBRANE TO MATCH EIFS COLOR ROOF MEMBRANE

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

suite 200

T.O. PILLARS 123' - 3"

±4 3/4"

ROOF MEMBRANE ROOF INSULATION (R-38 MIN)

CONTINUOUS WALL TO ROOF INSULATION; EXTEND 6" ABOVE ROOF MEMBRANE (MIN)

ROOF INSULATION (R-38 MIN)

planning

C

B1 A-401

PREFINISHED METAL COPING

interiors

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

A3 A-401

1

4"

RUN ROOF MEMBRANE UP AND OVER WALL AT LOW PARAPET. MEMBRANE TO MATCH EIFS COLOR

ROOF MEMBRANE

B3 A-401

PREFINISHED METAL COPING

1.1

SIM

6"

RUN ROOF MEMBRANE UP AND OVER WALL AT LOW PARAPET. MEMBRANE TO MATCH EIFS COLOR

B4 A-401

PREFINISHED METAL COPING

A3 A-401

C

FILE PATH: C:\Users\Matthew\Documents\210217 Tuttle Creek Manhattan_mtbB7H4Y.rvt DATE: 11/15/2021 2:08:42 PM DRAWN BY: Matthew

C1 A-401

PREFINISHED METAL COPING

C

4

MANHATTAN, KANSAS

B4 A-401

3.9

5

4

CORE & SHELL BUILDING

3.9

A

204 TUTTLE CREEK BOULEVARD

C

schwerdt design group A

A

A4 A-401

204 TUTTLE CREEK BOULEVARD

suite 200

3'-4"

planning

13'-0"

interiors

500 north broadway oklahoma city, ok 73102 phone: 405.231.3105

2231 sw wanamaker rd suite 303 topeka, kansas 66614-4275 phone: 785.273.7540

8'-8"

architecture

DOUBLE POST

A4 4

SINGLE POST

SECTION DETAIL

A3

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

3

SECTION DETAIL

0

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

30'

A1

60'

N 2

1

ARCHITECTURAL

210217

SCALE: 1" = 30'-0"

SHEET NUMBER

SITE PLAN

A-001

24' - 0"

GARAGE 480 SF

8' - 0"

BREEZEWAY 55 SF

MUD 83 SF

5' - 7 1/4"

DW

RANGE

3' - 6 1/4"

PANTRY 25 SF

DINING

FR.

3' - 9 3/4"

TOILET 40 SF

15' - 3"

14' - 3"

LAUNDRY 28 SF

3' - 9 3/4"

7' - 4"

4' - 11"

5' - 9 1/16"

KITCHEN 270 SF

STORAGE 36 SF 3' - 10"

UP

FOYER 164 SF

LIVING 252 SF

Independent Works 2016 Wathena House Wathena, Kansas Revit Rendering & Drafting

41

42 Revit Rendering, Photoshop

Option B

Option A

Option A

W

1' - 6"

4' - 0" 1' - 6"

1' - 6"

4' - 3 3/4"

Stacked Washer/Dryer

1' - 3 3/8" 1' - 3 3/8"

4 1/2"

30" x 60" Tub/Shower Combo

7' - 4 1/2"

1' - 6"

32" x 48" Shower Base

1' - 3 1/8" 1' - 3 1/8"

8' - 0 1/4"

1' - 3"

D

1' - 3"

Option B

5' - 7 1/4"

5' - 7 1/4"

Option A

Option A

Option B

Option A

Revit Rendering & Drafting

43

44

Independent Works 2013 Le Family Kitchen Remodel San Antonio, Texas Revit Rendering, Photography

Independent Works 2023 Logo Design • Law Offices of Michelle C. Le Wichita, Kansas Hand Sketches, Revit Drafting, Photoshop

45

Northeast Perspective

Northwest Perspective

Southwest Perspective

Southeast Perspective

46

Independent Works 2021 Prototype House Anywhereville, USA Revit Modeling, Enscape Rendering

2

B

BETHEL BUILT

VENT HOOD 3' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

2' - 6"

3' - 0"

OPEN SHELVES

GLASS DOORS

3' - 0"

1' - 3"

2' - 6"

1' - 3"

3' - 0"

TOPEKA, KANSAS

GLASS DOORS

2' - 6"

OPEN

1' - 6"

7' - 0"

BUTCHER BLOCK COUNTERTOP APRON SINK

TRASH

3' - 0"

OPEN 3' - 0"

OPEN

REFRIGERATOR

2' - 6"

1' - 9"

NOT INTENDED AS CONSTRUCTION DOCUMENTS

3x6 TILE BACKSPLASH

3x6 TILE BACKSPLASH

2' - 6"

CNR

3' - 0"

1' - 0"

6' - 9"

2' - 0"

1' - 1 1/2"

6' - 0"

2' - 0"

1' - 0"

3' - 1 1/2"

1' - 6"

2' - 0"

UC WINE FRIDGE/ RACK

GAS RANGE

DISHWASHER

3' - 0"

1' - 3"

2' - 6"

1' - 3"

2' - 0"

1' - 0"

15' - 6"

CNR

FRIDGE RECESS

5

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

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

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

2

1

4

1

3

48' - 0"

2

40' - 0" 6' - 0"

4' - 0"

18' - 0"

STOR

±1,025 GROSS SF

1' - 0" 3' - 0"

28' - 0"

BATHROOM 57 SF 10' - 0"

36x60

1' - 0"

GREENHOUSE 75 SF

36"

36x60

36x60 16' - 0" 40' - 0"

12/16/2021 6:58:11 PM

48' - 0"

3 A102

36x60

C

36x60

24"

2' - 8 1/2"

WH

2' - 8 1/2"

11' - 0"

36x60

4' - 0"

36x48

A102

3' - 2"

6' - 0"

FRIDGE

6' - 0"

DINING 87 SF

12' - 0"

MEZZANINE 1/4" = 1'-0"

32"

2

CLO

2' - 7 1/2"

3' - 0"

36x60

8' - 0"

8' - 0"

D

2

MECH

DW 1' - 6"

60x24

32" BARN

30" LOUVER

HALL

3 A101

72" SLIDER

C

4 A101

28' - 0"

RANGE/ VENT HOOD

8' - 0"

60x24

9' - 0"

32" BARN

A101

36x60

60x24

OFFICE / GUEST 90 SF

5 A101

36"

1' - 0"

60x24

B

10' - 0"

7' - 0"

3' - 3"

3' - 3"

W

FOYER & KITCHEN 373 SF

6' - 2"

60x24

A

72" SLIDER

13' - 0" 11' - 0"

36x72

18' - 0"

20' - 0"

4

25' - 6"

32' - 0"

3' - 3"

SAUNA 35 SF

A102

36x36

9' - 0"

4 A101

36x72

32"

6' - 0"

36x72

3 A101

CLO

DUCT

6' - 11 1/2"

20' - 0"

3' - 5 1/2"

DN

VENT HOOD

32" BARN 3' - 2"

72" SLIDER

10' - 0"

STOR

UP

LIVING 143 SF

36x72

9' - 0"

36x72

10' - 0"

LOFT SUITE 160 SF

MURPHY BED TOO TALL FOR OFFICE WINDOW

30x92

D

B

32x92

4' - 0"

56x24

36x92

56x24

CLO

1' - 0"

56x24

4' - 0"

±250 GROSS SF

D

36x60

MATTHEW BETHEL

4' - 0"

20' - 0"

8' - 0"

A

A101

1 4' - 0"

4' - 0"

4' - 0"

18' - 0"

4' - 0"

8' - 0"

40' - 0"

36x36

4' - 0"

48' - 0"

ANYWHEREVILLE, USA

3

36x60

4

CONCEPTUAL MODERN HOUSE DESIGN

A102

12' - 0" 4' - 0"

1 FIRST FLOOR 1/4" = 1'-0"

21-001

PROJECT NO: DATE:

DECEMBER 16, 2021

FLOOR PLANS INTERIOR ELEV

A101

Revit Drafting

47

2

B

BETHEL BUILT

TOPEKA, KANSAS

4

NOT INTENDED AS CONSTRUCTION DOCUMENTS

D

RAFTER BEARING 16' - 4 1/2"

RAFTER BEARING 16' - 4 1/2"

T.O. CLERESTORY 15' - 3 1/2"

T.O. CLERESTORY 15' - 3 1/2"

MEZZANINE 8' - 11 1/2" JOIST BEARING 8' - 1 1/8"

JOIST BEARING 8' - 1 1/8"

FIRST FLOOR 0' - 0"

FIRST FLOOR 0' - 0"

MEZZANINE 8' - 11 1/2"

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

3 SOUTH ELEVATION 1/4" = 1'-0"

1 D

C

B

2

3

4

A

RAFTER BEARING 16' - 4 1/2"

RAFTER BEARING 16' - 4 1/2"

T.O. CLERESTORY 15' - 3 1/2"

T.O. CLERESTORY 15' - 3 1/2"

MEZZANINE 8' - 11 1/2"

MEZZANINE 8' - 11 1/2" JOIST BEARING 8' - 1 1/8"

JOIST BEARING 8' - 1 1/8"

OFFICE WINDOW NOT POSSIBLE W/ MURPHY BED. SOFA BED INSTEAD?

FIRST FLOOR 0' - 0" 12/16/2021 6:58:13 PM

48 Revit Drafting

FIRST FLOOR 0' - 0"

PROJECT NO: DATE:

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

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

ANYWHEREVILLE, USA

C

1

CONCEPTUAL MODERN HOUSE DESIGN

B

2

MATTHEW BETHEL

A

3

21-001

DECEMBER 16, 2021

EXTERIOR ELEVATIONS

A102

Revit Modeling, Enscape Rendering

49

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