60 soldier barracks building camp crowder training site neosho, … · 1 day ago · shower...

OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR

PROJECTMANAGEMENT:

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION

DESIGNER:

PROJECT NUMBER: T2018-01

SITE NUMBER: 6260ASSET NUMBER: 8136260013BUILDING NUMBER: 754

SHEET NUMBER:

G-0011 OF 50 SHEETS7/30/2020

DEPARTMENT OFPUBLIC SAFETYMISSOURI ARMYNATIONAL GUARD

Buddy Webb & Company, Inc.Architect / Consultant

60 Soldier Barracks Building Camp Crowder Training Site

Neosho, Missouri

(417) 877-9736 FAX

(417) 877-1385 PHONE

3057 EAST CAIRO

Architect - ConsultantSPRINGFIELD, MISSOURI 65802

Buddy Webb & Company

ARCHITECT

NOTE:FOR ADDITIONAL PROJECT LOCATION MAPS REFER TO INDIVIDUAL ROOF PLAN DRAWINGS.

Missouri State Certificate of Authorization No. E2004026584

Aaron D. Smith P.E. E-2000150070 Jeffrey S. Smith P.E. E-17069

P.O. Box 8102 * JOPLIN, MISSOURI 64802

PHONE: 417-624-0444 * FAX: 417-624-0430

JS Smith Consulting Engineers, P.C.

Structural

CIVILENGINEER

STRUCTURALENGINEER

CJD2101 West Chesterfield Boulevard, Suite B-105A, Springfield, MO 65807

P: 417.877.1700 F: 417.324.7735 www.cjd-eng.com

Engineering Energy Innovation

MECHANICAL / ELECTRICALENGINEER

ENGINEERS SURVEYORS LABORATORIES DRILLING

2045 W. WOODLAND SPRINGFIELD, MISSOURI 65807 PHONE (417) 866-2741

www.andersonengineeringinc.com

CAMP CROWDER

NORTH

SITE LOCATION1

G-001

N.T.S.

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL NOTES

A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

THE ARCHITECT AND ENGINEER'S RESPONSIBILITY IS ONLY FOR THE

INFORMATION INCLUDED WITHIN THE CONSTRUCTION DOCUMENTS.

ALL OTHER DOCUMENTS AND INSTRUMENTS REQUIRED FOR

COMPLETION OF THE PROJECT SHALL BE THE RESPONSIBILITY OF

OTHERS AND ARE HEREBY DISCLAIMED.

QUALITY STANDARD AND BUILDING CODE - ALL CONTRACTORS SHALL

BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY

REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER

APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING

JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.

THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR FIELD

ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE

WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT

REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT

AND ENGINEER DOES NOT DELEGATE THEIR AUTHORITY TO ANYONE

ELSE FOR DETERMINING THE MEANING OF THEIR PLANS OR

SPECIFICATIONS.

FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR

TO SUBMITTING BID AND BEGINNING WORK. NOTIFY ARCHITECT AND

ENGINEER IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM

THOSE INDICATED HEREIN.

B

C

D

E

G-001

G-002

G-101

C-101

C-102

C-102.1

C-103

C-103.1

C-104

C-501

C-502

S-001

S-101

S-101.1

S-102

S-301

S-302

A-101

A-101.1

A-102

A-102.1

A-201

A-201.1

A-301

A-401

A-402

A-403

A-404

A-405

A-501

A-502

A-601

A-701

A-701.1 I-101

I-101.1 SE-101 SE-101.1 P-101 P-102 P-401 M-101 M-101.1 E-101 E-101.1 E-102 E-102.1 E-103 E-103.1 E-601

COVER SHEET

SHEET INDEX / SCOPE OF WORK SCHEDULE

CODE ANALYSIS PLAN

EXISTING SITE CONDITIONS PLAN

SITE DEVELOPMENT PLAN

SITE DEVELOPMENT PLAN (ALTERNATES NO. 1 & NO. 3)

SITE GRADING / EROSION CONTROL PLAN

SITE GRADING / EROSION CONTROL PLAN (ALTERNATE NO. 3)

SITE UTILITY PLAN (ALTERNATE NO. 3)

SITE DEVELOPMENT DETAILS

MISCELLANEOUS SITE DETAILS

STRUCTURAL NOTES

FOUNDATION PLAN

FOUNDATION PLAN (ALTERNATE NO. 3)

INTERIOR MASONRY WALL PLAN

FOUNDATION DETAILS

FOUNDATION DETAILS (ALTERNATE NO. 3)

FLOOR PLAN

FLOOR PLAN (ALTERNATE NO. 3)

ROOF PLAN

ROOF PLAN (ALTERNATE NO. 3)

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS (ALTERNATE NO. 3)

BUILDING SECTIONS

WALL SECTIONS

WALL SECTIONS

WALL SECTIONS (ALTERNATE NO. 3)

WALL SECTIONS (ALTERNATE NO. 3)

ENLARGED PLAN, INTERIOR ELEVATIONS

ROOFING DETAILS

ROOFING DETAILS, MISCELLANEOUS DETAILS

DOOR AND WINDOW SCHEDULES

REFLECTED CEILING PLAN

REFLECTED CEILING PLAN (ALTERNATE NO. 3)

INTERIOR FINISH PLAN

INTERIOR FINISH PLAN (ALTERNATE NO. 3)

SITE ELECTRICAL PLAN

SITE ELECTRICAL PLAN (ALTERNATE NO. 3)

UNDERFLOOR PLUMBING PLAN

PLUMBING PLAN

ENLARGED PLUMBING PLAN AND SCHEDULES

HVAC PLAN AND SCHEDULES

HVAC PLAN (ALTERNATE NO. 3)

LIGHTING PLAN

LIGHTING PLAN (ALTERNATE NO. 3)

POWER PLAN

POWER PLAN (ALTERNATE NO. 3)

FIRE ALARM SYSTEM PLAN

FIRE ALARM SYSTEM PLAN (ALTERNATE NO. 3)

ELECTRICAL DETAILS AND SCHEDULES

SCOPE OF WORK SCHEDULE

SECTION NAME REFERENCE

(SECTIONS OWNER FURNISHED AND

INSTALLED NOT INCLUDED IN PROJECT

MANUAL - FOR REFERENCE ONLY)

COMPANY & ADDRESS

PROJECT

MANUAL

(CSI)

SECTION

REF.

NUMBER

FU

RN

IS

HE

D B

Y

CO

NT

RA

CT

OR

IN

ST

ALLE

D B

Y

OW

NE

R

IN

ST

ALLE

D B

Y

CO

NT

RA

CT

OR

FU

RN

IS

HE

D B

Y

OW

NE

R

CONTACT INFORMATION

POINT OF CONTACT,

PHONE (P), CELL (C), OR

EMAIL (E)

DOOR HARDWARE

(LOCK CORES AND KEYS - CONTRACTOR TO

SUBMIT LIST OF MATERIALS REQUIRED FOR

OWNER TO SUBMIT ORDER TO HARDWARE

MANUFACTURER. COST OF MATERIALS AND

DELIVERY BY CONTRACTOR)

08 71 00

SUMMARY OF WORK

GENERAL BUILDING PERMIT (NOT REQUIRED)

STATE DEPARTMENT OF NATURAL

RESOURCES PERMIT (NOT REQUIRED)

X

CRAIG BOCK,

PROJECT MANAGER

(O): (573) 751-7831

(C): (573) 298-1967

(E): [email protected]

01 11 00

TOILET ACCESSORIES

(SOAP DISPENSERS)

10 28 13

SPECIAL INSPECTIONS AND PROCEDURES

(REFER TO SECTION FOR ADDITIONAL

REQUIREMENTS)

X

ANDERSON ENGINEERING, INC.

811 EAST 3RD STREET

JOPLIN, MISSOURI 64801

01 45 33

SUMMARY OF WORK

(ALL TRADE PERMITS, UTILITY IMPACT AND

CONNECTION FEES, OR PERMITS AND FEES

REQUIRED FOR PROJECT COMPLETION)

01 11 00 X

STATE OF MISSOURI

OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES MANAGEMENT

DESIGN & CONSTRUCTION

HARRY S TRUMAN STATE OFFICE BUILDING RM. 730

JEFFERSON CITY, MO 65102

(TO BE DETERMINED) (TO BE DETERMINED)

SCOPE OF WORK SCHEDULE NOTES:

1. CONTRACTOR TO COORDINATE WORK SCHEDULE WITH OWNER FURNISHED MATERIALS.

28 00 00

ELECTRONIC SAFETY AND SECURITY SYSTEM

(CONDUIT, HARDWARE, WIRING, EQUIPMENT)

28 46 00

FIRE DETECTION AND ALARM

(HARDWARE, CONDUIT, WIRING, EQUIPMENT)

(TO BE DETERMINED)

PHONE: (417) 782-7399

X

XX

STATE OF MISSOURI

DEPARTMENT OF PUBLIC SAFETY

MISSOURI ARMY NATIONAL GUARD

CONSTRUCTION AND FACILITIES MANAGEMENT

OFFICE

6819 NORTH BOUNDARY ROAD

JEFFERSON CITY, MISSOURI 65101

JEREMY NEWTON,

DESIGN PROJECT MANAGER

(P): (573) 638-9500, EXT. 37484

(C): (573) 690-1416

(E):

[email protected]

STATE OF MISSOURI




OFFICE



JEREMY NEWTON,


(P): (573) 638-9500, EXT. 37484

(C): (573) 690-1416

(E):

[email protected]

X X

COMMERCIAL EQUIPMENT

(VENDING EQUIPMENT)

11 20 00 XX

(TO BE DETERMINED)

OWNER'S DESIGNATED

PROJECT MANAGER

DORMITORY FURNITURE

(BEDS, NIGHT STANDS, LOCKERS, SEATING,

TABLES, RECYCLING CONTAINERS, FREE

STANDING WASTE CONTAINERS)

12 56 43 XX

(TO BE DETERMINED)

OWNER'S DESIGNATED

PROJECT MANAGER

SHOWER CURTAINS

(SHOWER CURTAINS AND HOOKS)

12 44 16

STATE OF MISSOURI




OFFICE



JEREMY NEWTON,


(P): (573) 638-9500, EXT. 37484

(C): (573) 690-1416

(E):

[email protected]

XX

FOODSERVICE EQUIPMENT

( ICE MACHINES)

11 40 00 XX

(TO BE DETERMINED)

OWNER'S DESIGNATED

PROJECT MANAGER

AUDIO-VISUAL EQUIPMENT

( TELEVISIONS, PROJECTORS)

XX

(TO BE DETERMINED)

OWNER'S DESIGNATED

PROJECT MANAGER

11 52 00

(TO BE DETERMINED)

OWNER'S DESIGNATED

PROJECT MANAGER

X X

28 00 00

ELECTRONIC SAFETY AND SECURITY SYSTEM

(SYSTEM AND MONITORING)

XX

27 10 00

COMMUNICATIONS SYSTEMS STRUCTURED

CABLING

(CONDUIT, HARDWARE, WIRING, EQUIPMENT)

OWNER'S DESIGNATED

PROJECT MANAGER

X28 46 00

FIRE DETECTION AND ALARM

(MONITORING)

STATE OF MISSOURI




OFFICE



AT PRIMARY GATE POST

JEREMY NEWTON,


(P): (573) 638-9500, EXT. 33510

(C): (573) 690-1416

(E):

[email protected]

X X

X

X X

25 00 00

INTERGRATED AUTOMATION

(ENERGY MANAGEMENT SYSTEM -

HARDWARE, CONDUIT, WIRING, EQUIPMENT,

CELLULAR SERVICE CONTRACT)

PELICAN WIRELESS SYSTEMS

PELICAN WIRELESS SYSTEMS

SANDERS SUPPLY

SPRINGDALE, ARKANSAS 72762

(479) 750-2665

27 10 00

COMMUNICATIONS SYSTEMS STRUCTURED

CABLING

(FIBER CABLING)

XX

X X

STATE OF MISSOURI




OFFICE



JEREMY NEWTON,


(P): (573) 638-9500, EXT. 37484

(C): (573) 690-1416

(E):

[email protected]

STATE OF MISSOURI




OFFICE



JEREMY NEWTON,


(P): (573) 638-9500, EXT. 37484

(C): (573) 690-1416

(E):

[email protected]

(TO BE DETERMINED)

(TO BE DETERMINED) (TO BE DETERMINED)

2

G-002

SHEET INDEX /SCOPE OF WORKSCHEDULE

6260-8136260013-G-002

ISSUE DATE:

SHEET NUMBER:

SITE #

CHECKED BY:DRAWN BY:

DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:

STATE OF MISSOURIMICHAEL L. PARSON,

GOVERNOR

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION

DEPARTMENT OF

NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY

DESIGN & CONSTRUCT

BUILDING60 SOLDIER BARRACKS

890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER

NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

AutoCAD SHX TextARCHITECTURAL FIRM REGISTRATION NO.: ARC 2004028947

AutoCAD SHX TextSHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

AutoCAD SHX Text(417) 877-1385 TELEPHONE

AutoCAD SHX TextSPRINGFIELD, MISSOURI 65802

AutoCAD SHX Text3057 EAST CAIRO

AutoCAD SHX Text(417) 877-9736 FAX

4

3

'

-

6

3

8

"

146 FEET

93 FEET

89 FEET

72 F

EE

T

75 FEET

LOUNGE

100

CORRIDOR

101

BARRACKS (1)

103

BARRACKS (2)

105

MECHANICAL

104

SHOWERS

105A

SHOWERS

103A

SHOWERS

107A

BARRACKS (3)

107

JAN

102

BARRACKS (4)

106

SHOWER

106A

FE

FE

FE

FE

FE

FE

FE

FE

DE

SIG

NA

TE

D "IC

C 500" C

OM

MU

NIT

Y T

OR

NA

DO

S

TO

RM

S

HE

LT

ER

DESIGNATED "ICC 500" COMMUNITY TORNADO STORM SHELTER

H.B.

H.B.

H.B.

H.B.

3" = 1'-0"

SIGN DETAIL

G-101

2

1'-0"

1'-6"

NOTE:

ICC 500 COMMUNITY STORM SHELTER SIGN

INDICATING "TORNADO SHELTER ACCESS ROUTE".

SIGN CONSTRUCTION AND LOCATION TO COMPLY

WITH ICC A117.1. MOUNT 60" ABOVE THE FINISHED

FLOOR TO THE CENTER OF THE SIGN, MECHANICALLY

FASTEN TO SUBSTRATE.

TORNADO SHELTER

ACCESS ROUTE

250 mph safe room design speed (3-second gust)

Missle Impact Resistance:

15 lbs. 2x4 @ 67 mph (horizontal)

15 lbs. 2x4 @ 100 mph (vertical)

Builder: CONSTRUCTION COMPANY NAME HERE

3" = 1'-0"

SIGN DETAIL

G-101

1

1'-0"

1'-6"

NOTE:

ICC 500 COMMUNITY STORM SHELTER SIGN

INDICATING "TORNADO SHELTER". SIGN

CONSTRUCTION AND LOCATION TO COMPLY WITH ICC

A117.1. MOUNT 60" ABOVE THE FINISHED FLOOR TO

THE CENTER OF THE SIGN, MECHANICALLY ATTACH

TO SUBSTRATE.

250 mph safe room design speed (3-second gust)

Missle Impact Resistance:

15 lbs. 2x4 @ 67 mph (horizontal)

15 lbs. 2x4 @ 100 mph (vertical)

Builder: CONSTRUCTION COMPANY NAME HERE

TORNADO SHELTER

A

GENERAL NOTES

REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

REFER TO PLANS, SECTIONS, AND DETAILS FOR CONSTRUCTION OF

FIRE RATED ASSEMBLIES. WHERE UNDERWRITERS LABORATORY

(UL) TEST NUMBERS ARE REFERENCED, CONTRACTOR SHALL

PROVIDE CONSTRUCTION MATERIALS, MEANS AND METHODS TO

COMPLY WITH TESTED ASSEMBLY.

REFER TO FIRE ALARM, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL REQUIREMENTS.

OWNER FURNISHED AND INSTALLED FURNISHINGS AND FIXTURES

SHOWN FOR REFERENCE ONLY.

CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS

DURING CONSTRUCTION AS REQUIRED TO PROTECT THE WORK

AREA AND EACH STORAGE UNIT AND JOB TRAILER PER THE FIRE

CODE.

CONTRACTOR TO SUBMIT FIRE SPRINKLER SYSTEM ENGINEERING

SUBMITTALS FOR REVIEW AND APPROVAL.

SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS SHALL BE UL

LISTED ABC TYPE, WITH 10 LBS. CAPACITY.

EXIT DISCHARGE DOORS, PROVIDE TACTILE EXIT SIGNS STATING

"EXIT" WITH BRAILLE LETTERING. SIGN AND MOUNTING TO COMPLY

WITH ANSI A117.1. REFER TO FLOOR PLAN FOR LOCATIONS.

OCCUPANCY LOAD

SUMMARY

ROOM OR AREA

(REFER TO FLOOR PLAN)

100 - LOUNGE (ALTERNATE)

101 - CORRIDOR

102 - JANITOR

103 - BARRACKS (1)

103A - SHOWERS

104 - MECHANICAL

105 - BARRACKS (2)

105A - SHOWERS

106 - BARRACKS (4)

106A - SHOWERS

107 - BARRACKS (3)

107A - SHOWERS

TOTAL OCCUPANCY

OCCUPANTS

(QTY.)

128

0

1

33

8

1

33

8

8

2

34

8

264

AREA PER

OCCUPANT(S.F.)

15

0

300

20

50

300

20

50

20

50

20

50

BUILDING CODE

B

C

D

E

F

G

H

6274-8136274081-G-101

CODEANALYSISPLAN

G-1013

1,623 SF

R-2

376 SF

1,646 SF

R-2

1,660 SF

R-2

396 SF

R-2

376 SF

374 SF

37 SF

552 SF

N

21 240

21 240

72 480

20 240

10 240

20 240

128

1,920 SF

A-3

90 SF

66 240

134 480

21 240

CODE ANALYSIS PLAN1

G-101

1/8" = 1'-0"

NORTH

PLUMBING FIXTURE SUMMARY

GENERAL

IPC TABLE 403.1

PRIMARY OCCUPANCY: R-2 (RESIDENTIAL)

TOTAL OCCUPANCY: 264

MINIMUM PLUMBING FACILITIES REQUIRED BY OCCUPANCY PER

SEX CALCULATED BY RATIO BASED UPON ACTUAL USE (IPC 403.1):

FEMALE: 8 / 104 = 0.08 X 264 = 21

MALE: 96 / 104 = 0.92 X 264 = 243

PLUMBING FIXTURES

WATER CLOSETS (URINALS): 1 PER 100

REQUIRED FOR FEMALE: 8/10 = 1

PROVIDED FOR FEMALE: 1

REQUIRED FOR MALE: 96/10 = 10

PROVIDED FOR MALE: 12

LAVATORIES: 1 PER 100





SHOWERS:





DRINKING FOUNTAINS: 1 PER 100

REQUIRED: 104/100 = 2

PROVIDED: 2

SERVICE SINK REQUIRED: 1

SERVICE SINK PROVIDED: 1

EXIT

8

232 SF

1

8 240

8

8 240

21 240

EXIT

1 240

EXIT

2

2 240

8

8 240

EXIT

1

1 240

II-B

EXIT

EXIT

IBC SECTION 420.2:

DWELLING UNIT SEPARATION

CONSTRUCTION TO BE (1) HOUR

FIRE RATED ASSEMBLIES.

IBC SECTION 420.2:




IBC SECTION 420.2:




IBC SECTION 420.2:




IBC SECTION 1020.1:

CORRIDOR SEPARATION

CONSTRUCTION TO BE (1/2)

HOUR FIRE RATED ASSEMBLIES.

ICC 500 SECTION 601.1:

STORM SHELTER SEPARATION



IBC SECTION 1207.2:


CONSTRUCTION TO BE PROVIDED

WITH SOUND TRANSMISSION CLASS

ASSEMBLIES NOT LESS THAN 50.

II-B

R-2

A-3

164

SHELTER OCCUPANCY LOAD

1646 SF X .50 = 823 / 5 = 164

75


75


74


18


39


396 SF X .50 = 198 / 5 = 39

162


1623 SF X .50 = 812 / 5 = 162

71


552 SF X .65 = 359 / 5 = 71

166


1660 SF X .50 = 830 / 5 = 166

SYMBOLS LEGEND

ROOM OCCUPANT LOAD AT 20 SQ. FT. NET PER PERSON:

ROOM OCCUPANT LOAD AT 15 SQ. FT. NET PER PERSON:

OCCUPANT LOAD SERVED BY EXIT BUT

DESIGN OCCUPANT LOAD SERVED BY EXIT:

NOT COUNTED IN TOTAL OCCUPANT LOAD:

ROOM OCCUPANT LOAD AT 300 SQ. FT GROSS PER

(1) HOUR FIRE RATED ASSEMBLY EXTENDS UP

TO DECK, FIRE SEAL COMPLETELY:

(2) HOUR FIRE RATED ASSEMBLY EXTENDS UP

TO DECK OR MIN. 30" ABOVE DECK, FIRE SEAL

TO DECK, FIRE SEAL COMPLETELY:

(1/2) HOUR FIRE RATED ASSEMBLY EXTENDS UP

MAXIMUM ALLOWABLE CAPACITY: (EXAMPLE: 36"/0.15 = 240)

N

II-B

325 SF ROOM SQUARE FOOTAGE:

CONSTRUCTION TYPE: (NON-COMBUSTIBLE/UNPROTECTED)

FIRE ALARM PULL STATIONF

FIRE VISUAL ALARM

V

R-2

PRIMARY USE GROUP: (RESIDENTAIL)

ROOM OCCUPANT LOAD AT 50 SQ. FT. GROSS PER PERSON:

COMPLETELY:

PERSON:

FIRE ALARM AUDIO / VISUAL DEVICE

AV

34 240

XX

XX

XX

XX

EMERGENCY EXIT LIGHTING

EXIT ACCESS TRAVEL DISTANCE (LENGTH IN FEET)

EMERGENCY LIGHTING

FIRE EXTINGUISHER (SURFACE MOUNTED WITH BRACKET)

ACCESSIBLE CLEAR FLOOR AREA

SPECIAL INSPECTIONS

NOTES:

1. REFER TO PROJECT MANUAL - SECTION 01 45 33 SPECIAL

INSPECTIONS AND PROCEDURES FOR REQUIREMENTS.

2. THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT

TESTING LABORATORY TO PERFORM TESTING AND SPECIAL

INSPECTIONS UNLESS OTHERWISE INDICATED.

DESIGNATED STORM SHELTER AREA

FE

ALTERNATE NO. 3

LOUNGE AREA BUILDING

CONSTRUCTION.

SAFE ROOM USABLE FLOOR

AREA SUMMARY

ROOM OR AREA

(REFER TO FLOOR PLAN)

100 - LOUNGE (ALTERNATE)

101 - CORRIDOR

102 - JANITOR

103 - BARRACKS (1)

103A - SHOWERS

104 - MECHANICAL

105 - BARRACKS (2)

105A - SHOWERS

106 - BARRACKS (4)

106A - SHOWERS

107 - BARRACKS (3)

107A - SHOWERS

TOTAL OCCUPANCY

OCCUPANTS

(QTY.)

0

71

0

162

75

0

164

75

39

18

166

75

845

AREA PER

OCCUPANT(S.F.)

0

7.7

0

10

5

0

10

5

10

5

10

5

SPECIAL NOTE (ICC 500 SECTION 501.1.2.1):

ICC 500 STORM SHELTER OCCUPANCY LOAD CAPACITY 845 TOTAL.

34

8

33

33

AV AV

AV

AV

AV

AV

AV

AV

V

V

V

AV

F

F

F

F

V

SMOKE DETECTOR

SD

SD

SD

SD

SDSD

SD

SD

SD

F

F

AV AV

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

JURISDICTION: MISSOURI OFFICE OF

ADMINISTRATION -

FACILITIES MANAGEMENT,

DESIGN & CONSTRUCTION

CITY: NEVADA, MISSOURI

COUNTY: VERNON

ZIP CODE: 64772

GOVERNING CODES AND STANDARDS

BUILDING CODE: 2015 IBC

PLUMBING CODE: 2015 IPC

MECHANICAL CODE: 2015 IMC

ELECTRICAL CODE: 2014 NEC

FIRE CODE: 2015 IFC

FUEL / GAS CODE: 2015 IFGC

ENERGY CODE: 2015 IECC

STORM SHELTERS: 2014 ICC 500

ACCESSIBLE CODE: 2009 ICC A117.1

ACCESSIBILITY CODE: 2010 ADA

USE GROUP & CONSTRUCTION TYPE

PRIMARY USE GROUP: R-2 (RESIDENTIAL)

SECONDARY USE GROUP: A-3 (ASSEMBLY)

MIXED USE AND OCCUPANCY: SEPARATED

CONSTRUCTION TYPE: II-B (NON-COMBUSTIBLE /

UNPROTECTED)

AREA MODIFICATIONS

FRONTAGE INCREASE: NOT APPLIED

AUTOMATIC SPRINKLER INCREASE: PROVIDED

ALLOWABLE BUILDING HEIGHT & AREA

HEIGHT (S): 75'-0"

NUMBER OF STORIES (S): 5 STORIES

AREA (S1): 50,000 SQ. FT.

ACTUAL BUILDING HEIGHT & AREA

HEIGHT: 16'-8"

NO. OF STORIES: 1 STORY

AREA: 10,224 SQ. FT.

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEM: REQUIRED (IBC 420.5)

PORTABLE FIRE EXTINGUISHERS: PROVIDED

MANUAL FIRE ALARM SYSTEM: REQUIRED (IBC 420.6)

AUTOMATIC FIRE DETECTION SYSTEM: REQUIRED (IBC 420.6)

STRUCTURAL DESIGN

(REFER TO STRUCTURAL DRAWINGS)

1. ROOF LIVE LOAD (NON-REDUCIBLE) (SHELTER) 100 PSF

(ALTERNATE NO. 3) 20.0 PSF

2. ROOF COLLATERAL LOADS

A. ARCHITECTURAL / MECHANICAL: 2.5 PSF

B. SUSPENDED ACOUSTICAL CEILING

SYSTEM LOAD (WHERE OCCURS): 2.0 PSF

C. SPRINKLER SYSTEM

UNIFORM BRANCH PIPE LOAD: 1.0 PSF

LINEAL LOOP / TEE MAIN PIPE LOAD: 25.0 PLF

3. SNOW LOADS Ce = 1.0 Ct = 1.0

GROUND LOAD (Pg): 15 PSF

MINIMUM ROOF SNOW LOAD (Pf): 15.5 PSF

IMPORTANCE FACTOR (Is): 1.0

4. WIND LOADS (SHELTER) GCpi = ± 0.55

BASIC WIND SPEED: Vult = 250 MPH

Vasd = 193.6 MPH

EXPOSURE: C

GCpi: ±0.55

Kzt: 1.0

Kd: 0.85

4 (ALT.) WIND LOADS (ALTERNATE NO. 3) GCpi = ±0.18

BASIC WIND SPEED: Vult = 115 MPH

Vasd = 89.1 MPH

EXPOSURE: C

GCpi: ±0.18

Kzt: 1.0

Kd: 0.85

5. SEISMIC

Ss: 0.141

S1: 0.084

Sds: 0.150

Sd1: 0.134

IMPORTANCE FACTOR (Ie): 1.0

SITE CLASS: D

DESIGN CATEGORY: C

COMMERCIAL ENERGY EFFICIENCY CODE

COMPLIANCE WITH BUILDING ENERGY EFFICIENCY REQUIREMENTS BASED

UPON APPLICABLE ENERGY CODE (PERFORMANCE METHOD).

CERTIFICATE OF COMPLIANCE AND CALCULATIONS PROVIDED UNDER

SEPARATE COVER.

AutoCAD SHX TextEXIT ACCESS CONFIGURATION (SECTION 1007.1.1,

AutoCAD SHX TextEXCEPTION 2) MIN. SEPARATION DISTANCE 1/3 OF OVERALL

AutoCAD SHX TextDIAGONAL DIMENSION = 62'-2" / 3 = 20'-9"







WV

A

EXISTING SITE CONDITIONS PLAN1

C-101

1"=20'-0"

NORTH

GENERAL NOTES

4

C-101

EXISTING SITECONDITIONS PLAN

6260-8136260013-C-101

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

SITE CONDITIONS BASED UPON SURVEY PROVIDED BY STATE OF MISSOURI

FROM PREVIOUS CONSTRUCTION PROJECTS. FIELD VERIFY EXISTING

CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND

BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS

DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN.

INFORMATIONON THISSHEET

PROVIDED BYOTHERS

AutoCAD SHX TextExisting Building 752

AutoCAD SHX TextExisting Footing

AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1273.03 8" PVC NW FL Out 1268.27

AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1277.29 8" PVC North FL Out 1272.29 (New)

AutoCAD SHX TextExisting Telephone Vault (Fiber Optic) 4.4' N-S, 6.2' E-W

AutoCAD SHX TextExisting 24" CMP FL 1269.12 FES FL 1268.98

AutoCAD SHX TextExisting Yard grate 12" E-W x 24" N-S 6" PVC North FL 1274.45 4" PVC South FL 1274.04

AutoCAD SHX TextExisting Electric Vault

AutoCAD SHX TextExisting Electric Transformer

AutoCAD SHX TextExisting Underground Electric

AutoCAD SHX TextExisting Overhead Electric


AutoCAD SHX TextExisting Sidewalk

AutoCAD SHX TextBuilding 752 FFE = 1276.28 West Door

AutoCAD SHX TextAt the time of this survey (11-20-18) only footing forms existed. No concrete was poured at this time.

AutoCAD SHX TextThis area was under construction at the time of this survey.

AutoCAD SHX TextExisting Gravel


AutoCAD SHX TextExisting Concrete


AutoCAD SHX TextSidewalk

AutoCAD SHX TextS

AutoCAD SHX TextTEV

AutoCAD SHX TextGM

AutoCAD SHX Text1276

























N

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A

NOTE:

CONTRACTORS DESIGNATED

STAGING AREA, COORDINATE

WITH PROJECT ADMINSTRATOR.

3

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A

SITE DEVELOPMENT PLAN1

C-102

1"=20'-0"

NORTH

CAUTION:

INFORMATION ON THIS DRAWING

CONCERNING TYPE AND LOCATION

OF UNDERGROUND AND OTHER

UTILITIES IS NOT GUARANTEED TO

BE ACCURATE OR ALL INCLUSIVE.

THE CONTRACTOR IS RESPONSIBLE

FOR MAKING HIS OWN

DETERMINATION AS TO THE TYPE

AND LOCATION OF UNDERGROUND

AND OTHER UTILITIES AS MAY BE

NECESSARY TO AVOID DAMAGE

THERETO.

Know what's belowCall before you dig.

R

NEW BUILDING CONSTRUCTION

NEW AREA OF CONCRETE PAVING

NEW AREA OF CONCRETE SIDEWALK

NEW DRIVE GRAVEL AREA

NEW LIGHT POLE

UNDERGROUND STORM WATER LINE - REFER

TO GRADING PLAN

SYMBOLS LEGEND

GENERAL NOTES

KEY NOTES

5

C-102

SITE DEVELOPMENTPLAN

6260-8136260013-C-102

NOTE:

POINT OF BEGINNING FOR NEW SITE

DEVELOPMENT LAYOUT PARALLEL

AND PERPENDICULAR FROM FACE

OF EXISTING BUILDING SOUTHEAST

ELEVATION (N59°09'37"E).

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

B

C

1CONCRETE PAVEMENT (REFER TO ALTERNATE #1), REFER TO DETAIL 2/C-501.

CONCRETE SIDEWALK, REFER TO DETAIL 3/C-501.

ACCESSIBLE PARKING SIGN, REFER TO DETAIL 5/C-501.

ACCESSIBLE PARKING PAVEMENT STRIPPING SYMBOL , REFER TO DETAIL

4/C-501. ALIGN WITH END OF PARKING SPACE.

AREA OF DRIVE GRAVEL (REFER TO ALTERNATE NO.1), REFER TO DETAIL

1/C-501.

ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA COMPLIANT) TO SLOPE

2% MAXIMUM IN ALL DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO MATCH

STRIPING COLOR UNLESS OTHERWISE REQUIRED TO COMPLY WITH

GOVERNING ACCESSIBILITY REGULATIONS, REFER TO DETAIL 3/A-501.

4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT -

WHITE (2 COATS).

LIMITS OF NEW GRAVEL. MATCH EXISTING PAVEMENT OR GRAVEL TRANSITION

ELEVATIONS.

DOWNSPOUT COLLECTION SYSTEM, REFER TO DETAIL 6/A-501 AND SITE

GRADING PLAN FOR CONTINUATION.

CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" LONG) ANCHORED TO PAVING

WITH (2)1'-6" LONG #4 REBAR.

PARKING LOT LIGHTING ON POLE, REFER TO ELECTRICAL DRAWINGS FOR

TYPE AND CONSTRUCTION.

STEEL BOLLARD, REFER TO DETAIL 7/C-501. PROVIDE 5'-0" O.C. AT

MECHANICAL CONDENSING UNIT LOCATIONS (10 TOTAL).

EXISTING GRAVEL TO BE REMOVED AS REQUIRED FOR INSTALLATION OF NEW

CONSTRUCTION.

EXISTING GRAVEL TO BE REMOVED AND/OR REWORKED AS REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION.

CONCRETE DRAINAGE STRUCTURE, REFER TO SITE GRADING PLAN.

EXISTING DRAINAGE STRUCTURE TO REMAIN, REMOVE EXISTING DRAINAGE

PIPING WHICH EXTENDS TO SOUTH AND PREPARE FOR NEW DRAINAGE PIPE

CONNECTIONS, REFER TO GRADING PLAN.

GROUND MOUNTED ELECTRICAL TRANSFORMER, BY OTHERS.

UNDERGROUND STORM WATER PIPING, REFER TO GRADING PLAN.

REINFORCED CONCRETE FLARED END SECTION, REFER TO GRADING PLAN.

GRAVEL RIP-RAP, REFER TO GRADING PLAN.

2

3

4

5

6

7

8

9

10

11

12

D

E


SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. FIELD VERIFY

EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID

AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS


SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK, CURB

GUTTER LINE, PROPERTY LINE, OR CENTER LINE OF STRIPING UNLESS

OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING

LAYOUT DIMENSIONS.

PROVIDE SITE CLEARING AND PREPARATION, INCLUDING TOPSOIL STRIPPING

AND STOCKPILING.

ALL DEMOLITION MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR FOR

PROPER DISPOSAL UNLESS OTHERWISE NOTED.

EXISTING CONSTRUCTION TO REMAIN TO BE PROTECTED AS REQUIRED.

REPLACE AND/OR REPAIR EXISTING CONSTRUCTION DAMAGED DUE TO

CONTRACTOR ACTIVITIES.

COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.

CONTRACTOR TO COORDINATE AND SCHEDULE DESIGNATED PARKING AND

STAGING AREAS WITH OWNER.

LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PROVIDED

WITH 4" APPROVED TOPSOIL, FINE GRADED, AND SEEDED. PROVIDE EROSION

CONTROL FABRIC EXTENDING 48" MINIMUM BEYOND EACH SIDE OF

CENTERLINE OF DRAINAGE CHANNELS AND WHERE GRADE SLOPES 4/12 OR

GREATER.

REFER TO CIVIL SITE GRADING PLAN FOR SLOPE REQUIREMENTS.

F

G

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AutoCAD SHX TextS

AutoCAD SHX TextTEV

AutoCAD SHX TextGM

AutoCAD SHX TextWV

























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A

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N

G

A

R

E

A

NOTE:

CONTRACTORS DESIGNATED

STAGING AREA, COORDINATE

WITH PROJECT ADMINISTRATOR.

1

1

2

2

1

7

8

8

10

10

11

8

2

6

'

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SS

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9

9

13

UE

UE

UE

UE

11

SD

SD

SD

A

SITE DEVELOPMENT PLAN (ALTERNATE NO. 1 & NO. 3)1

C-102.1

1"=20'-0"

NORTH

CAUTION:

INFORMATION ON THIS DRAWING

CONCERNING TYPE AND LOCATION

OF UNDERGROUND AND OTHER

UTILITIES IS NOT GUARANTEED TO

BE ACCURATE OR ALL INCLUSIVE.

THE CONTRACTOR IS RESPONSIBLE

FOR MAKING HIS OWN

DETERMINATION AS TO THE TYPE

AND LOCATION OF UNDERGROUND

AND OTHER UTILITIES AS MAY BE

NECESSARY TO AVOID DAMAGE

THERETO.

Know what's belowCall before you dig.

R

NEW BUILDING CONSTRUCTION

NEW AREA OF CONCRETE PAVING

NEW AREA OF CONCRETE SIDEWALK

NEW DRIVE GRAVEL AREA

NEW LIGHT POLE

SYMBOLS LEGEND

GENERAL NOTES

KEY NOTES

6

C-102.1

SITE DEVELOPMENTPLAN (ALTERNATENO. 1 & NO. 3)

6260-8136260013-C-102.1

NOTE:

POINT OF BEGINNING FOR NEW SITE

DEVELOPMENT LAYOUT PARALLEL

AND PERPENDICULAR FROM FACE

OF EXISTING BUILDING SOUTHEAST

ELEVATION (N59°09'37"E).

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

1CONCRETE PAVEMENT (REFER TO ALTERNATE #1), REFER TO DETAIL 2/C-501.

CONCRETE SIDEWALK, REFER TO DETAIL 3/C-501.

ACCESSIBLE PARKING SIGN, REFER TO DETAIL 5/C-501.

ACCESSIBLE PARKING PAVEMENT STRIPPING SYMBOL , REFER TO DETAIL

4/C-501. ALIGN WITH END OF PARKING SPACE.

AREA OF DRIVE GRAVEL (REFER TO ALTERNATE #1), REFER TO DETAIL 1/C-501.

ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA COMPLIANT) TO SLOPE

2% MAXIMUM IN ALL DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO MATCH

STRIPING COLOR UNLESS OTHERWISE REQUIRED TO COMPLY WITH

GOVERNING ACCESSIBILITY REGULATIONS, REFER TO DETAIL 3/A-501.

4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT -

WHITE (2 COATS).

LIMITS OF NEW PAVING. MATCH EXISTING PAVEMENT OR GRAVEL TRANSITION

ELEVATIONS.

DOWNSPOUTS TO DRAIN ON SURFACE OF SIDEWALK, REFER TO SITE

GRADING PLAN FOR DRAINAGE PATTERS.

CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" LONG) ANCHORED TO PAVING

WITH (2)1'-6" LONG #4 REBAR.

PARKING LOT LIGHTING ON POLE, REFER TO ELECTRICAL DRAWINGS FOR

TYPE AND CONSTRUCTION.

STEEL BOLLARD, REFER TO DETAIL 7/C-501. PROVIDE 5'-0" O.C. AT

MECHANICAL CONDENSING UNIT LOCATIONS (10 TOTAL).

GROUND MOUNTED ELECTRICAL TRANSFORMER, BY OTHERS.

2

3

4

5

6

7

8

9

10

11

12

B

C

D

E


SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. FIELD VERIFY

EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID

AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS


SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK, CURB

GUTTER LINE, PROPERTY LINE, OR CENTER LINE OF STRIPING UNLESS

OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING

LAYOUT DIMENSIONS.

PROVIDE SITE CLEARING AND PREPARATION, INCLUDING TOPSOIL STRIPPING

AND STOCKPILING.

ALL DEMOLITION MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR FOR

PROPER DISPOSAL UNLESS OTHERWISE NOTED.

EXISTING CONSTRUCTION TO REMAIN TO BE PROTECTED AS REQUIRED.

REPLACE AND/OR REPAIR EXISTING CONSTRUCTION DAMAGED DUE TO

CONTRACTOR ACTIVITIES.

COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.

CONTRACTOR TO COORDINATE AND SCHEDULE DESIGNATED PARKING AND

STAGING AREAS WITH OWNER.

LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PROVIDED

WITH 4" APPROVED TOPSOIL, FINE GRADED, AND SEEDED. PROVIDE EROSION

CONTROL FABRIC EXTENDING 48" MINIMUM BEYOND EACH SIDE OF

CENTERLINE OF DRAINAGE CHANNELS AND WHERE GRADE SLOPES 4/12 OR

GREATER.

REFER TO CIVIL SITE GRADING PLAN FOR SLOPE REQUIREMENTS.

F

G

H

I

J

ALTERNATE NO. 3:

LOUNGE AREA BUILDING

CONSTRUCTION.

ALTERNATE NO. 1:

CONCRETE PAVING.

13






















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� SITE UTILITY PLAN � 1"-20'-0"

GENERAL NOTES

0 REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT PRIOR TO ® ESTABLISHING FINAL FINISH FLOOR ELEVATION. NOTIFY ENGINEER IF EXISTING CONDITIONS REQUIRE REVISED FINISH FLOOR ELEVATION TO PROVIDE PROPER DRAINAGE.

© COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. HANDICAP ACCESSIBLE PARKING AREAS TO SLOPE 2% MAXIMUM IN ALL ® DIRECTIONS. DESIGNATED ACCESSIBLE ROUTES TO SLOPE 5% MAXIMUM IN DIRECTION OF TRAFFIC WITH A 2% MAXIMUM CROSS SLOPE.

A GEOTECHINCAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT. THIS GEOTECHNICAL INVESTIGATION REPORT SHOULD BE CONSIDERED AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. CONTRACTORS WILL BE ® RESPONSIBLE FOR OBTAINING, REVIEWING, AND UNDERSTANDING THE GEOTECHINCAL INVESTIGATION REPORT. CONTRACTORS WILL BE EXPECTED TO FOLLOW THE RECOMMENDATIONS MADE WITHIN THE GEOTECHINCAL INVESTIGATION REPORT, THE REQUIREMENTS OF THE CITY SPECIFICATIONS, AND THE NOTES AND DETAILS OF THE DRAWINGS, WHICHEVER IS MOST STRINGENT.

IF MORE THAN ONE ACRE IS BEING DISTURBED THE CONTRACTOR WILL BE ® RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE PERMIT FROM THE MISSOURI DEPARTMENT OF NATURAL RESOURCES.

KEY NOTES

0 EXISTING WATER LINE0 EXISTING UNDERGROUND ELECTRIC® EXISTING SANITARY SEWER LINE © PAD MOUNTED TRANSFORMER BY LIBERTY UTILITY. ® CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING 6"

STUB OUT FROM FITNESS BUILDING. INSTALL 124 LF OF 6" SEWER LATERAL FROM THE STUB OUT AT THE CLEANOUT WEST OF FITNESS CENTER.

© CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER MAIN. INSTALL 104 LF OF FIRE PROTECTION LINE. COORDINATE WITH LOCAL WATER COMPANY.

h\ CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING

\'_/ WATER MAIN. INSTALL 100 LF OF 2.5" WATER SERVICE LINE. COORDINATE WITHLOCAL WATER COMPANY.

© INSTALL 206 LF OF 2w CONDUIT FOR FIBER OPTICS TO BARRACKS. ® REFER TO GRADING PLAN FOR PIPE. @ PROPOSED UNDERGROUND ELECTRIC TO BE INSTALLED BY LIBERTY UTILITY.

UTILITY OFFICIALS:

WATER: CITY OF NEOSHO 203 E. MAIN ST. NEOSHO, MO 64850 P: (417) 451-8065

ELECTRIC: LIBERTY UTILITIES 1501 INDUSTRIAL DRIVE NEOSHO, MO 64850 CONTACT: BRAD LETT P: (417) 625-6136

GAS: E: [email protected]

SYMBOLS LEGEND

CAUTION:

(�'-, MANHOLE

SECTION1

C-501

3/4" = 1'-0"

4"

4"

4"

6"

NOTE:

PROVIDE SAWN CONTROL

JOINTS AT 15'-0" O.C. MAX.

(25% SLAB THICKNESS)

UNLESS OTHERWISE

INDICATED.

CONCRETE PAVEMENT WITH #3'S

AT 24" O.C. EA. WAY

COMPACTED CRUSHED LIMESTONE SUBBASE

COMPACTED SUBGRADE

CONTROL JOINT

4" THICK CONCRETE WITH #3'S AT 18" O.C.

EACH WAY

COMPACTED SUBBASE

COMPACTED SUBGRADE

CONTROL JOINT

NOTE:

PROVIDE TOOLED CONTROL

JOINTS AT 25'-0" O.C. (25%

SLAB THICKNESS) UNLESS

OTHERWISE INDICATED.

20"

20

"

12"

SID

EW

ALK

12'-0" T

O

5"

1

0

"

5"

NOTE:

SYMBOL TO BE PAINTED (HIGHWAY GRADE) OR

DECAL ADHERED TO PAVEMENT. COLOR TO MATCH

STRIPING UNLESS OTHERWISE REQUIRED BY

LOCAL ACCESSIBILITY STANDARDS.

5"

5

"

NOTE:

ALIGN BOTTOM EDGE OF

SYMBOL WITH APPROACH

END OF PARKING SPACE.

5

"

1

8

"

6

"

3'-0"

6"

3'-0"

12"

BOLLARD: 4" DIA. STD.

STEEL. PRIME AND PAINT

(SAFETY YELLOW).

CONCRETE PAVEMENT OR

SIDEWALK, REFER TO SITE

DEVELOPMENT FOR

LOCATION AND TYPE.

CONCRETE FILL

CONCRETE FOOTING

DIAMETER

1'-0"

2'-6" (N

.T

.S

.)

ALUMINUM "ACCESSIBLE PARKING" SIGN

TO COMPLY WITH STATE OF MISSOURI

DESIGN STANDARDS. WHERE NO

STANDARDS, PROVIDE SIGN EQUAL TO

"SETON" NO. L5869S04TEDRAE.

AT ACCESSIBLE PARKING SPACE WITH

RIGHT HAND ACCESSIBLE AISLE

DISCHARGE LOCATIONS, PROVIDE

ALUMINUM "VAN ACCESSIBLE" SIGN

COMPLYING WITH STATE OF MISSOURI

DESIGN STANDARDS. WHERE NO

STANDARDS, PROVIDE SIGN EQUAL TO

"SETON" NO. L6117S01TEDRAE.

PROVIDE ALUMINUM "FINE OR PENALTY"

SIGNAGE COMPLYING WITH STATE OF

MISSOURI DESIGN STANDARDS.

1 1/2" DIA. GALVANIZED PIPE SET

EXTENDING INTO CONCRETE. ATTACH

EACH SIGN TO BOLLARD WITH GALV.

MOUNTING BRACKETS AND BOLTS PER

SIGN MANUFACTURER'S

RECOMMENDATIONS.

FINISH GRADE.

CONCRETE FILL.

RESERVED

PARKING

5'-0" M

IN

IM

UM

C

LE

AR

(N

.T

.S

.) T

O B

OT

TO

M O

F

LO

WE

ST

S

IG

N1

'-6

"

VAN

ACCESSIBLE

6"

$50 TO $300

FINE

6"

6"

6"

COMPACTED CRUSHED LIMESTONE

BASE ROCK

COMPACTED SUBGRADE

VEHICLE GRAVEL CIRCULATION

DOWNSPOUT - SEE EXTERIOR

ELEVATIONS.

EXTERIOR FACE OF WALL.

SEALANT AROUND TOP OF

TRANSITION - COLOR TO MATCH

DOWNSPOUT.

PROVIDE PVC TRANSITION BOOT

WITH CLEANOUT FROM

DOWNSPOUT TO

UNDERGROUND DRAIN PIPE.

BOOT TO BE CORRECTLY SIZED

FOR DOWNSPOUT AND DRAIN

PIPE. INSTALL PER MFR'S

RECOMMENDATIONS.

ROOF DRAINAGE SYSTEM - SEE

PLAN FOR LOCATIONS AND

SIZES.

PAVEMENT, SIDEWALK,

OR FINISH LAWN - REFER

SITE DEVELOPMENT

PLAN.

SLOPE MIN.

1/4 : 12

SECTION2

C-501

3/4" = 1'-0"

CONCRETE PAVING (HEAVY DUTY)

SECTION3

C-501

3/4" = 1'-0"

CONCRETE SIDEWALK

DETAIL4

C-501

NOT TO SCALE

ACCESSIBLE PARKING SYMBOL

DETAIL5

C-501

3/4" = 1'-0"

ACCESSIBLE PARKING SIGN

SECTION7

C-501

3/4" = 1'-0"

STEEL BOLLARD

SECTION6

C-501

1 1/2" = 1'-0"

DOWNSPOUT COLLECTION SYSTEM

1"

8" DIA.

A

GENERAL NOTES


REFER TO SITE DEVELOPMENT PLANS FOR LAYOUT AND LOCATIONS

OF CONSTRUCTION.

B

10

C-501

SITEDEVELOPMENTDETAILS

6274-8136274081-C-501

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant







17

'-10

1 8

"

24'-8

3

4

"

24'-10"

1'-0"

1'-0"

122'-0"

8'-0" 8'-0" 8'-0"

10

'-0

"10

'-0

"10

'-0

"1

0'-0"

10'-0"

10'-0"

BARRACKS (1)

103

A

BARRACKS (2)

105

MECHANICAL

104

SHOWERS

105A

SHOWERS

103A

SHOWERS

107A

BARRACKS (3)

107

CORRIDOR

101

JAN

102

BARRACKS (4)

106

A

AA

A

A

A

A

A

3'-0

"4'-0"

3'-0

"3'-0

"4

'-0"

3'-0

"3'-0

"4'-0"

3'-0"

3'-0"

4'-0"

3'-0"

3'-5"

R.O

.

10

'-0

"

1'-9

1 2

"

3'-5

"

1'-9

1 2

"

10'-0"

3'-5"

R.O

.

10'-0"

10'-0"

7'-0

"10

'-0

"10

'-0

"

67

'-0"

7'-0

"

3'-5"

2'-3

1

2

"

122'-0"

2'-0"

4'-0"

2'-0"

8'-0"

1'-0"

1'-0"

8'-0"

67

'-0"

4'-9

1

2

"4'-9

1

2

"

75'-2

3

8

"

8'-8"

5

5

8

" 5

5

8

" 35'-2

3

8

"

5'-8

5

8

"

5

5

8

"

21'-7

1

2

"3'-4

1

2

"39'-0

1

8

"

10'-8"

7

5 8

"

3'-4

1 2

"12'-6

1

8

"

5

5 8

"

17'-4

1 2

"

24'-10"

17

'-4

1 2

"

5

5

8

"

11'-6

3

8

"

4'-0"

5

5

8

"

57'-10

1

2

"

73'-10

1

2

"

22'-0"

23'-2

1

4

"

5

5

8

"

5

5

8

"

9'-4

"

13

'-10

1 8

"

19'-4"

3'-4

1

2

"

M.O.35'-2"

6'-2"

5

5

8

"

7'-9

1

2

"

3'-4

1

2

"

M.O. 4'-8"

5

5

8

"

18

'-7

3 4

"

3'-4

1 2

"

1'-1

1

1 2

"

5'-4

"

1'-1

1

1 2

"

7'-0"

3'-4

1 2

"

5

5 8

"

8'-8"

13'-8

1

2

"

5'-4"

5'-8

5

8

" 5'-9

7

8

"

5

5

8

"

SHOWER

106A

23

'-2

1 8

"23'-2

1 8

"

10'-0

1 2

"

5'-8"

13'-1

5 8

"7

5 8

"

6'-2

3 8

"

16

'-8

1 8

"

1'-4"

7

5

8

"

6'-4"

7

5

8

"

7

5

8

"

1'-4"6'-8

1

8

"

15'-0

3

8

"7

5

8

"

7

5

8

"

1'-4

"

15

'-1

1

3 4

"

16

'-8

1 8

"

7

5 8

"

13'-0

7

8

"

7

5

8

"

17'-8

1 2

"5

5 8

"5

5 8

"

1'-4"

1

16 5

15

3

4

1

A-405

A

A

A

A

A

8'-0" 8'-0" 8'-0"

2'-0"

4'-0"

2'-0"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

2'-0"

4'-0"

2'-0"

8'-0"

2'-0"

4'-0"

2'-0"

8'-0"

2'-3

1

2

"

8'-0"

6

6

6

6

6

6

M81

M81

M61M61

C121

M81

M62

M61

M63

M41

M82

M82

M4

1

M82

M41

M62

M81

M81

M8

1

M8

1

M82

M41

M62

M81

M81

M62

M62

M62

M41

M62

M82

M62 M62

M62

M63

M61

M61

M61

M61

M61

M61

M61

M61

M61

M61

M63

M82

M62

M62M62M62

M82

M8

2

M8

1

M8

1

M81

M81

M81

M81

M41

M81

M81

M81

M81

M81

M61

M61

M6

1

M61M61

M81

M81

M81

M4

1

M82

M82

M41

M81

M81

M81

M61

C121

C121

C121

C121

C121

C121

C121

C121

C121

3

A-401

1

A-4

01

2

A-4

01

1

A-402

6

A-401

7

A-401

2

A-4

02

3

A-402

2'-0"

4'-0"

2'-0"

2'-0"

4'-0"

2'-0"

6'-5"

2'-0"

4'-0"

2'-0"

2'-0"

4'-0"

2'-0"

2'-0"

4'-0"

2'-0"

2'-0"

4'-0"

2'-0"

122

103A

101

107C

107A

107B

106A

103C

105C 106B

105A

105B

103B

1'-0"

5

5

8

"

7'-8"

5

5

8

"

2'-4

3

4

"

8"

8"

102

10

10

10

10

7

7

7

7

M

4

1

M82

M41

M64

M64

M41

M4

1

M41

M62

M

4

1

12

1'-9"

TY

P.

12

13

104

141414

1414

11

1

A-201

2

A-2

01

3

A-201

4

A-2

01

9

3

3

9

9

9

9

14

14

8

1

A-301

BUILDING

SECTION

1

A-301

BUILDING

SECTION

2

A-3

01

BU

ILD

IN

G

SE

CT

IO

N

2

A-3

01

BU

ILD

IN

G

SE

CT

IO

N

3

A-3

01

BU

ILD

IN

G

SE

CT

IO

N

3

A-3

01

BU

ILD

IN

G

SE

CT

IO

N

3

A-401

TYPICAL

TYPICAL

15

15

3

2'-9

1 8

"9'-6

7 8

"

5'-0"

23'-2

1 8

"

7

5 8

"

17

'-4

1 2

"

7

5 8

"

7'-4

1 2

"

7

5 8

"

15'-2"

2

5

5 8

"

17'-4

1 2

"

1'-0"

1'-0" 1'-0"

1'-0"

17

9

3'-8

1

4

"

17

'-4

1 2

"

MASONRY WALL (UL DESIGN NO. U905):

-7

5

8

"X7

5

8

"X15

5

8

" CMU WITH HORIZ. REINF. AT

16" O.C., REFER TO STRUCTURAL FOR VERT.

REINF..

-GROUT FILL ALL VOIDS OF BLOCK SOLID.

-REFER TO STRUCTURAL FOR LOCATIONS OF

BOND BEAMS.

-EXTEND ASSEMBLY FROM FLOOR TO

BOTTOM OF ROOF DECK

- (1) HOUR MINIMUM FIRE RATED ASSEMBLY.

-REFER TO DETAIL 5/A-502 FOR TOP OF WALL

CONDITIONS.

-STC RATE MUST BE GREATER THAN 50.

MASONRY WALL:

-7

5

8

"X7

5

8

"X15

5

8

" CMU WALL WITH HORIZ.

REINF. AT 16" O.C., REFER TO STRUCTURAL

FOR VERT. REINF..


BOND BEAMS.

-EXTEND ASSEMBLY FROM FLOOR TO 8'-8"

ABOVE FINISH FLOOR.

MASONRY WALL (UL DESIGN NO. U906):

-5

5

8

"X7

5

8

"X15

5

8



REINF..

-GROUT FILL ALL VOIDS OF BLOCK SOLID.


BOND BEAMS.


BOTTOM OF ROOF DECK.


-REFER TO DETAIL 5/A-502 FOR TOP OF WALL

CONDITIONS.

-STC RATE MUST BE GREATER THAN 50.

MASONRY WALL:

-5

5

8

"X7

5

8

"X15

5

8



FOR VERT. REINF..


BOND BEAMS.


ABOVE FINISH FLOOR.

MASONRY WALL:

-5

5

8

"X7

5

8

"X15

5

8



REINF..


BOND BEAMS.



MASONRY WALL:

-5

5

8

"X7

5

8

"X15

5

8



FOR VERT. REINF..


BOND BEAMS.


ABOVE FINISH FLOOR.

MASONRY WALL:

-3

5

8

"X7

5

8

"X15

5

8



FOR VERT. REINF..


ABOVE FINISH FLOOR.

CONCRETE WALL:

-12" STRUCTURAL PRECAST CONCRETE WALL

SYSTEM WITH RIGID INSULATION WHERE

INDICATED, REFER WALL SECTIONS.

-EXTEND ASSEMBLY FROM FLOOR TO TOP OF

PARAPET.

WALL TYPES

M81

M61

M62

C121

M82

M41

M63

M64

6260-8136260013-A-101

FLOOR PLAN

A-10118

VENDING MACHINE LOCATION (BY OTHERS).

DEDICATED RECYCLING CONTAINER (BY OTHERS).

CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

CONDENSING UNIT, REFER TO MECHANICAL DRAWINGS.

DRINKING FOUNTAIN, REFER TO PLUMBING DRAWINGS.

SHEET METAL DOWNSPOUT, REFER TO ROOF PLAN.

ACCESSIBLE TACTILE "EXIT" SIGN COMPLYING WITH ADA AND

CABO/ANSI A117.1, REFER TO DETAIL 6/A-502 FOR TYPICAL MOUNTING

REQUIREMENTS.

GAS METER - REFER TO PLUMBING DRAWINGS.

SURFACE MOUNTED FIRE EXTINGUISHER. FIRE EXTINGUISHERS

SHALL BE UL LISTED ABC TYPE, MULTIPURPOSE DRY CHEMICAL,

10 LBS. MINIMUM CAPACITY, REFER TO DETAIL 6/A-502 FOR TYPICAL

MOUNTING REQUIREMENTS.

"TORNADO SHELTER" SIGN, REFER TO DETAIL 1/G-101 AND

EXTERIOR ELEVATIONS FOR ADDITIONAL REQUIREMENTS.

8'-0" x 4'-0" x 3/4" FIRE TREATED PLYWOOD TELEPHONE BOARD

MECHANICALLY ATTACHED TO MASONRY WALL. COORDINATE EXACT

LOCATION WITH TELECOMMUNICATION AND DATA CONTRACTOR,

REFER TO ELECTRICAL DRAWINGS.

STEEL BOLLARD, REFER TO CIVIL DRAWINGS.

MOP RACK, REFER TO PLUMBING DRAWINGS.

MECHANICAL WALL OPENING ABOVE, REFER TO EXTERIOR

ELEVATIONS AND MECHANICAL DRAWINGS.

CONCRETE SIDEWALK - OMIT FOR ALTERNATE NO. 3.

FUTURE ICE MACHINE BY OTHERS.

FIRST AID KIT (ANSI Z308.1, CLASS B, TYPE 1 CONTAINER). MOUNT

TOP 48" MAXIMUM ABOVE FINISH FLOOR.

SYMBOLS LEGEND

GENERAL NOTES

KEY NOTES

A

2

1

3

4

5

2

A

DOOR MARK, REFER TO DOOR SCHEDULE,

ON SHEET A-601

KEY NOTE, REFER TO NOTES ON THIS

SHEET

WINDOW MARK, REFER TO WINDOW

SCHEDULE ON SHEET A-601

ROOM MARK

WALL TYPE, REFER TO WALL TYPES ON

THIS SHEET.

BARRACKS (3)

107

6

M81


DIMENSIONS TO ROUGH FACE OF MASONRY, CONCRETE OR

CENTER LINE OF STRUCTURE UNLESS OTHERWISE INDICATED.

REFER TO CODE SUMMARY DRAWINGS FOR LOCATIONS OF FIRE

RATED ASSEMBLIES.

REFER TO MECHANICAL/ELECTRICAL PLANS FOR SYSTEM TYPES

AND LOCATIONS.

FOR DOOR AND WINDOW TYPES, REFER TO SHEET A-601.

B

C

D

E

INTERIOR WALL & CEILING

NOTES

1. GENERAL:

A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

B. REFER TO CODE SUMMARY DRAWINGS FOR ADDITIONAL INFORMATION ON

LOCATIONS OF FIRE RATED ASSEMBLIES.

C. REFER TO INTERIOR FINISH PLAN AND SCHEDULES FOR ADDITIONAL WALL

FINISH MATERIAL APPLICATIONS.

2. CONCRETE MASONRY UNITS (CMU):

A. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

B. PROVIDE HORIZONTAL REINFORCEMENT AT 16" UNLESS OTHERWISE

INDICATED. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL

REINFORCEMENT REQUIREMENTS.

C. CONCRETE MASONRY UNITS (CMU) TO BE IN RUNNING BOND COURSING

UNLESS OTHERWISE INDICATED.

D. PROVIDE HEAD, JAMB, AND SILL UNITS AT OPENINGS, REFER TO DETAILS

FOR ADDITIONAL REQUIREMENTS.

3. GYPSUM AND BACKING BOARD:

A. PROVIDE "J" MOLDING REGRETS OR CORNER BEAD AT ALL DISSIMILAR

WALL MATERIAL TRANSITIONS.

B. PROVIDE MOISTURE RESISTANT TYPE "X" GYPSUM BOARD AT ALL WET

LOCATIONS (RESTROOMS, TOILETS AND SHOWERS).

4. INSULATION:

A. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE

DEVELOPMENT RATING OF 0- 450.

5. FIRE STOPPING:

A. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT

ALL FIRE RATED ASSEMBLY TRANSITIONS AND PENETRATIONS. RATING TO BE

EQUAL TO RATED ASSEMBLY.

1/8" = 1'-0"

FLOOR PLAN

A-101

1

PLAN

NORTH

7

8

9

10

11

12

13

14

101

15

16

17

ALTERNATES:

REFER TO PROJECT MANUAL SECTION 01 23 00 FOR ADDITIONAL

REQUIREMENTS.

ALTERNATE NO. 2: (TORNADO RESISTANT WINDOW SYSTEMS).

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

TRUE

NORTH







1/8" = 1'-0"

FLOOR PLAN (ALTERNATE NO. 3)

A-101.1

1

122'-0"

41'-0"

10'-0"

8'-0"50'-0"64'-0"

122'-0"

1'-0"

9'-0"

1'-0"

11'-4"4'-0" 11'-4"4'-0" 11'-4"4'-0" 4'-0"

LOUNGE

100

67

'-0"

10'-0"

10'-0"

10'-0"

10'-0"

3'-0"

4'-0"

3'-0"

3'-0"

4'-0"

3'-0"

10'-0"

10'-0"

1'-0"

3'-0"

4'-0"

3'-0"

3'-0"

4'-0"

10'-0"

51'-0"

67

'-0"

B

B

B

10'-0"10'-0" 10'-0" 10'-0" 10'-0"

4'-0"3'-0" 3'-0" 4'-0"3'-0" 3'-0"

6'-5" (R.O.)

1'-9

3

4

" 1'-9

1

4

"

40'-0"

B

B

B

3'-3

1 2

"

3'-5"

3'-3

1 2

"

C124

C121 C121

C122

C122

C122

C122

C123

C123

6

A-401

7

A-401

2

A-403

1

A-403

3

A-403

1

A-404

2

A-404

3

A-404

10'-0"

3'-0"

10'-0"

100B

100A

1

1

1

1

5

3

2

2

3 5 4

1

A-201.1

2

A-201.1

3

A-201.1

4

A-201.1

6

6

3

A-301

BU

ILD

IN

G

SE

CT

IO

N

3

A-301

BU

IL

DIN

G

SE

CT

IO

N

4

A-301

BUILDING

SECTION

4

A-301

BUILDING

SECTION

C124

41'-0"

(TYPICAL)

(TYPICAL)

7

8

PLAN

NORTH

TRUE

NORTH

CONCRETE WALL:





PARAPET.

CONCRETE WALL :


SYSTEM, REFER WALL SECTIONS.

CONCRETE WALL (ASTM E119)

-12" STRUCTURAL PRECAST CONCRETE WALL,

REFER TO WALL SECTIONS.


PARAPET (FIRE SEAL).


CONCRETE WALL:






WALL TYPES

C122

C123

C124

C121

6260-8136260013-A-101.1

FLOOR PLAN(ALTERNATE NO. 3)

A-101.119

REINFORCED CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

SHEET METAL DOWNSPOUT SYSTEM TO DISCHARGE ON SIDEWALK,

REFER TO SECTION 3/A-403 AND ROOF PLAN SHEET A-102.1 .

ACCESSIBLE TACTILE "EXIT" SIGN COMPLYING WITH ADA AND

CABO/ANSI A117.1, REFER TO DETAIL 6/A502 FOR TYPICAL MOUNTING

REQUIREMENTS.

ACCESSIBLE TACTILE "OCCUPANCY LOAD (REFER TO CODE

SUMMARY DRAWINGS FOR TORNADO SAFE ROOM, ROOM AND/OR

SPACE OCCUPANT QUANTITY)" SIGN COMPLYING WITH ADA AND

CABO/ANSI A117.1. - REFER TO DETAIL 1/G-101 AND FLOOR PLAN FOR

ADDITIONAL REQUIREMENTS.

SURFACE MOUNTED FIRE EXTINGUISHER. FIRE EXTINGUISHERS

SHALL BE UL LISTED ABC TYPE, MULTIPURPOSE DRY CHEMICAL,

10 LBS. MINIMUM CAPACITY, REFER TO DETAIL 6/A-502 FOR TYPICAL

MOUNTING REQUIREMENTS.

"TORNADO SHELTER ACCESS ROUTE" SIGN, REFER TO DETAIL

2/G-101 AND EXTERIOR ELEVATIONS FOR ADDITIONAL

REQUIREMENTS.

WALL (MECHANICAL DUCT) PENETRATIONS ABOVE, REFER TO

DETAIL 4/A-301 FOR ADDITIONAL INFORMATION (ALTERNATE NO. 3).

CONDENSING UNIT, REFER TO MECHANICAL DRAWINGS.

SYMBOLS LEGEND

GENERAL NOTES

KEY NOTES

A

2

1

3

4

5

2

A

DOOR MARK, REFER TO DOOR SCHEDULE,

ON SHEET A-601

KEY NOTE, SEE NOTES ON THIS SHEET

WINDOW MARK, REFER TO WINDOW

SCHEDULE ON SHEET A-601

ROOM MARK

WALL TYPE, REFER TO WALL TYPES ON

THIS SHEET.

BARRACKS (3)

107

C124


DIMENSIONS TO ROUGH FACE OF MASONRY, CONCRETE OR CENTER

LINE OF STRUCTURE UNLESS OTHERWISE INDICATED.

REFER TO CODE SUMMARY DRAWINGS FOR LOCATIONS OF FIRE

RATED ASSEMBLIES.

REFER TO MECHANICAL/ELECTRICAL PLANS FOR SYSTEM TYPES AND

LOCATIONS.

FOR DOOR AND WINDOW TYPES, REFER TO SHEET A-601.

B

C

D

E

6

101

7

ALTERNATES:

REFER TO PROJECT MANUAL SECTION 01 23 00 FOR ADDITIONAL

REQUIREMENTS.

ALTERNATE NO. 3: (LOUNGE AREA BUILDING CONSTRUCTION).

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant

8







SL

OP

E =

1/4

" : 1'-0

"

SL

OP

E =

1/4

" : 1'-0

"

D.S. D.S. D.S. D.S. D.S.

D.S.

1/8" = 1'-0"

ROOF PLAN

A-102

1

1

1

1

7

7

7

4

8

H

H

H

H

H

8

2

6

3

A-401

1

A-401

2

A-401

1

A-402

2

A-402

3

A-402

H

H

V V

3

3

5

67'-0

"

122'-0"

5

V

3

T.O.E.N.I.

EL. 0'-3 1/2"

T.O.P.

EL. 116'-9 1/2"

T.O.I.

EL. 115'-6 1/4"

T.O.D.

EL. 115'-0 1/4"

T.O.P.

EL. 116'-9 1/2"

T.O.I.

EL. 115'-6 1/4"

T.O.D.

EL. 115'-0 1/4"

T.O.P.

EL. 116'-9 1/2"

T.O.I.

EL. 114'-2"

T.O.D.

EL. 113'-8"

T.O.P.

EL. 116'-9 1/2"

T.O.I.

EL. 114'-2"

T.O.D.

EL. 113'-8"

PARAPET

HIGH EAVE HEAD WALL

LOW EAVE

PA

RA

PE

T

RA

KE

H

EA

D W

AL

L

PA

RA

PE

T

RA

KE

H

EA

D W

AL

L

PLAN

NORTH

TRUE

NORTH

6274-8136274081-A-102

ROOF PLAN

A-10220

GENERAL NOTES

SYMBOLS LEGEND

S

L

O

P

E

1

/

4

"

:

1

2

DRAINAGE DIRECTION

WITH APPROX. SLOPE IN

in/ft.

SINGLE-PLY ROOFING

SYSTEM (AREA OF

TAPER)

HOT VENT

T.O.D.

EL. 115'-0 1/4"

H

SPOT ELEVATIONS (BENCH MARK REFERENCES AS FOLLOWS):

TOP OF CONCRETE FLOOR (EL. 100'-0")

VENT THROUGH ROOF

V

LOCATION OF

DOWNSPOUT

LIST:

TOP OF CONCRETE DECK

TOP OF INSULATION (COVER BOARD)

TOP OF PARAPET (NAILER)

ABBREVIATION:

T.O.D.

T.O.I.

T.O.P.

A

KEY NOTES

B

C

D

1


ROOF EDGE SECUREMENT TO COMPLY WITH ANSI/FM 4435/ES-1

WIND DESIGN STANDARD FOR EDGE SYSTEMS USED WITH LOW

SLOPE ROOFING SYSTEMS.

SHEET METAL CONSTRUCTION SHALL COMPLY WITH SHEET METAL

AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION

(SMACNA) DESIGN STANDARDS AND RECOMMENDATIONS.

ROOFING CONSTRUCTION SHALL COMPLY WITH NATIONAL ROOFING

CONTRACTORS ASSOCIATION (NRCA) DESIGN STANDARDS AND

RECOMMENDATIONS.

ALL ROOF VENTS SHALL COMPLY WITH ICC 500 OPENING

PROTECTIVE REQUIREMENTS, PROVIDE DOCUMENTED WITH SHOP

DRAWINGS AND UL TESTING AND APPROVAL NUMBERS.

REFER TO EXTERIOR FINISH SCHEDULE FOR ADDITIONAL

REQUIREMENTS.

PROVIDE CEMENTITIOUS LEVELING COMPOUND AT CONCRETE

SUBSTRATE JOINTS, DEPRESSIONS AND SURFACE IRREGULARITIES

AS REQUIRED FOR INSTALLATION OF ROOFING SYSTEM.

SINGLE-PLY ROOFING MEMBRANE (TPO) SYSTEM OVER 1/2" COVER

BOARD, RIGID INSULATION BOARD (R-30 MIN.) AND VAPOR

RETARDER. SLOPE 1/4":12" (MIN.) TO DRAIN.

MECHANICAL HOT VENT THRU ROOF. REFER TO DETAIL 5/A-501.

PLUMBING VENT THRU ROOF. REFER TO DETAILS 6 & 7/A-501.

SHEET METAL GUTTERING (6"X6") WITH REMOVABLE ALUMINUM

MESH DEBRIS SCREENS. SLOPE GUTTERS 1/4":12" TO DRAIN.

PROVIDE 2" WIDE ALUMINUM GUTTER HANGERS AT 30" O.C. AND

GUTTER BRACKETS AT 12'-0" O.C, REFER TO 5/A-401 AND 3/A501.

GUTTER EXPANSION JOINT TO BE 50'-0" O.C. MAX, REFER TO DETAIL

4/A-501.

SHEET METAL DOWNSPOUT (4"X4"). PROVIDE 2" WIDE WALL

MOUNTING BRACKETS AT 6'-0" O.C., REFER TO EXTERIOR

ELEVATIONS. CONNECT TO UNDERGROUND DRAINAGE SYSTEM,

REFER TO CIVIL DRAWINGS.

SHEET METAL COPING, CLEATS AND ACCESSORIES. PROVIDE

PRE-FINISHED FINISH AT ALL EXPOSED LOCATIONS AND

GALVANIZED FINISH AT ALL CONCEALED LOCATIONS, REFER TO

DETAILS 4/A401, 1/A-501 AND 2/A-501.

LINE OF BUILDING WALL CONSTRUCTION BELOW.

2

3

4

5

6

7

8

E

F

G

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


DESIGN & CONSTRUCT



NEOSHO, MISSOURI

T2018-016260

BUILDING # 7548136260013

07/30/2020

BW-APBDWBW-AP

OF 50 SHEETS07/30/2020

Buddy W

ebb &

Com

pany

Architect -

Consultant







1/8" = 1'-0"

ROOF PLAN (ALTERNATE NO. 3)

A-102.1

1

3

3

5

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

1

V

A

L

L

E

Y

RIDGE

V

A

L

L

E

Y

V

A

L

L

E

Y

4

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

4

V

A

L

L

E

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