60 soldier barracks building camp clark training site nevada, … · 2020-08-11 · alternate no....

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OWNER: STATE OF MISSOURI MICHAEL L. PARSON, GOVERNOR PROJECT MANAGEMENT: OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT, DESIGN AND CONSTRUCTION DESIGNER: PROJECT NUMBER: T2017-01 SITE NUMBER: 6274 ASSET NUMBER: 8136274081 BUILDING NUMBER: 445 SHEET NUMBER: G-001 1 OF 50 SHEETS 7/30/2020 DEPARTMENT OF PUBLIC SAFETY MISSOURI ARMY NATIONAL GUARD Buddy Webb & Company, Inc. Architect - Consultant 60 Soldier Barracks Building Camp Clark Training Site Nevada, Missouri (417) 877-9736 FAX (417) 877-1385 PHONE 3057 EAST CAIRO Architect - Consultant SPRINGFIELD, 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. NORTH CIVIL ENGINEER STRUCTURAL ENGINEER CJD 2101 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 / ELECTRICAL ENGINEER ENGINEERS SURVEYORS LABORATORIES DRILLING 2045 W. WOODLAND SPRINGFIELD, MISSOURI 65807 PHONE (417) 866-2741 www.andersonengineeringinc.com CAMP CLARK SITE LOCATION 1 G-001 N.T.S. Structural

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  • OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR

    PROJECTMANAGEMENT:

    OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION

    DESIGNER:

    PROJECT NUMBER: T2017-01

    SITE NUMBER: 6274ASSET NUMBER: 8136274081BUILDING NUMBER: 445

    SHEET NUMBER:

    G-0011 OF 50 SHEETS7/30/2020

    DEPARTMENT OFPUBLIC SAFETYMISSOURI ARMYNATIONAL GUARD

    Buddy Webb & Company, Inc.Architect - Consultant

    60 Soldier Barracks BuildingCamp Clark Training Site

    Nevada, 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.

    NORTH

    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 CLARK

    SITE LOCATION1

    G-001

    N.T.S.

    Structural

  • 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

    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.

    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.

    B

    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

    TOPOGRAPHIC SURVEY

    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

    (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

    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]

    X X

    C

    D

    E

    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

    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]

    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

    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)

    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

    DEPARTMENT OF PUBLIC SAFETY

    MISSOURI ARMY NATIONAL GUARD

    CONSTRUCTION AND FACILITIES MANAGEMENT

    OFFICE

    6819 NORTH BOUNDARY ROAD

    JEFFERSON CITY, MISSOURI 65101

    AT PRIMARY GATE POST

    JEREMY NEWTON,

    DESIGN PROJECT MANAGER

    (P): (573) 638-9500, EXT. 33401

    (C): (573) 690-1416

    (E):

    [email protected]

    X X

    X

    25 00 00

    INTEGRATED AUTOMATION

    (ENERGY MANAGEMENT SYSTEM -

    COORDINATION TO EXISTING SITE SYSTEM)

    X X

    25 00 00

    INTERGRATED AUTOMATION

    (ENERGY MANAGEMENT SYSTEM -

    HARDWARE, CONDUIT, WIRING, EQUIPMENT,

    CELLULAR SERVICE CONTRACT)

    XX

    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

    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

    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]

    (TO BE DETERMINED)

    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]

    (TO BE DETERMINED) (TO BE DETERMINED)

    2

    G-002

    SHEET INDEX /SCOPE OF WORKSCHEDULE

    6274-8136274081-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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    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

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    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

    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): 20 PSF

    MINIMUM ROOF SNOW LOAD (Pf): 20 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: 0.124

    S1: 0.077

    Sds: 0.132

    Sd1: 0.123

    IMPORTANCE FACTOR (Ie): 1.0

    SITE CLASS: D

    DESIGN CATEGORY: B

    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.

    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

    REQUIRED FOR FEMALE: 8/10 = 1

    PROVIDED FOR FEMALE: 1

    REQUIRED FOR MALE: 96/10 = 10

    PROVIDED FOR MALE: 12

    SHOWERS:

    REQUIRED FOR FEMALE: 8/8 = 1

    PROVIDED FOR FEMALE: 1

    REQUIRED FOR MALE: 96/8 = 12

    PROVIDED FOR MALE: 15

    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:

    DWELLING UNIT SEPARATION

    CONSTRUCTION TO BE (1) HOUR

    FIRE RATED ASSEMBLIES.

    IBC SECTION 420.2:

    DWELLING UNIT SEPARATION

    CONSTRUCTION TO BE (1) HOUR

    FIRE RATED ASSEMBLIES.

    IBC SECTION 420.2:

    DWELLING UNIT SEPARATION

    CONSTRUCTION TO BE (1) HOUR

    FIRE RATED ASSEMBLIES.

    IBC SECTION 1020.1:

    CORRIDOR SEPARATION

    CONSTRUCTION TO BE (1/2)

    HOUR FIRE RATED ASSEMBLIES.

    ICC 500 SECTION 601.1:

    STORM SHELTER SEPARATION

    CONSTRUCTION TO BE (2) HOUR

    FIRE RATED ASSEMBLIES.

    IBC SECTION 1207.2:

    DWELLING UNIT SEPARATION

    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

    SHELTER OCCUPANCY LOAD

    75

    SHELTER OCCUPANCY LOAD

    74

    SHELTER OCCUPANCY LOAD

    18

    SHELTER OCCUPANCY LOAD

    39

    SHELTER OCCUPANCY LOAD

    396 SF X .50 = 198 / 5 = 39

    162

    SHELTER OCCUPANCY LOAD

    1623 SF X .50 = 812 / 5 = 162

    71

    SHELTER OCCUPANCY LOAD

    552 SF X .65 = 359 / 5 = 71

    166

    SHELTER OCCUPANCY LOAD

    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

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    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"

    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

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    66'-0"

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    91'-0"

    5'-0"

    5'-0"

    5'-0"

    5'-0"

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    5'-0"

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    FINISH FLOO

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    NOTE:

    CONTRACTORS DESIGNATED

    STAGING AREA, COORDINATE WITH

    PROJECT ADMINISTRATOR.

    12

    26'-0"

    66'-0"

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    NOTE:

    CONTRACTORS DESIGNATED

    STAGING AREA, COORDINATE WITH

    PROJECT ADMINISTRATOR.

    1

    7

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    10'-0"

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    NOTE:

    POINT OF BEGINNING FOR

    NEW SITE DEVELOPMENT

    LAYOUT FROM CENTER OF

    MANHOLE AND PARALLEL AND

    PERPENDICULAR WITH

    EXISTING SANITARY SEWER

    LINE (N86°57'03"E).

    A

    SITE DEVELOPMENT PLAN1

    C-102

    1"=20'-0"

    NORTH

    NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS

    LEGEND.

    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

    BORING LOCATION - REFER TO GEO-TECHNICAL REPORT

    SYMBOLS LEGEND

    GENERAL NOTES

    KEY NOTES

    CONCRETE PAVEMENT, 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.

    DRIVE AREA 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 PAVING CONSTRUCTION TO BE SAW CUT, REMOVED AND REPLACED

    WITH NEW CONCRETE PAVING AS REQUIRED FOR INSTALLATION OF NEW

    UTILITIES. REFER TO SITE UTILITY PLAN FOR ADDITIONAL REQUIREMENTS.

    PROVIDE NEW CONCRETE PAVING PER DETAIL 2/C-501

    5

    C-102

    SITE DEVELOPMENTPLAN

    6274-8136274081-C-102

    B

    C

    1

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    NOTE:

    PROPOSED NEW ADJACENT SITE

    DEVELOPMENT SHOWN FOR

    REFERENCE ONLY. PROJECT UNDER

    SEPARATE CONTRACT.

    2

    3

    4

    5

    6

    7

    8

    9

    +

    B

    3

    10

    11

    12

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    SITE CONDITIONS BASED UPON SURVEY. 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.

    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.

    D

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    13

    AutoCAD SHX TextMcCORY AVENUE

    AutoCAD SHX TextGRAVEL

    AutoCAD SHX TextASPHALT

    AutoCAD SHX TextSANITARY MANHOLE RIM 884.58' FL IN 879.88' N FL IN 879.88' W FL OUT 879.63' E

    AutoCAD SHX TextSANITARY MANHOLE RIM 889.46' FL IN 882.46' S FL OUT 881.11' E

    AutoCAD SHX TextTBM - SQUARE CUT ON EAST SIDE OF LIGHTPOLE BASE ELEV=888.62'

    AutoCAD SHX TextJOHNSTON ROAD

    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

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    RU

    CT

    IO

    N

    LIM

    IT

    S O

    F C

    ON

    ST

    RU

    CT

    IO

    N

    SDSD

    SD

    22'-0"

    6'-0"

    22'-0"

    82'-0"

    5'-0"

    5'-0"

    5'-0"

    5'-0"

    36'-0"

    5'-0"

    36'-0"

    5'-0"

    59'-0"

    NOTE:

    CONTRACTORS DESIGNATED

    STAGING AREA, COORDINATE WITH

    PROJECT ADMINISTRATOR.

    1

    1

    5

    1

    3

    5

    4

    2

    NE

    W C

    ON

    CR

    ETE

    PA

    VIN

    G

    (ALTE

    RN

    ATE

    NO

    . 1)

    50'-0"

    10'-0"

    9'-0"

    2

    2

    8'-0"

    64'-0"8'-0"

    5'-0"

    NE

    W S

    UP

    PLY

    &

    AD

    MIN

    . HQ

    BU

    ILDIN

    G

    FINISH FLOO

    R

    100'-0" = USGS 886.00

    5'-0"

    UE UE UE UE UE UE UE

    UE

    W W

    90'-0"

    (9) SP

    AC

    ES

    @ 10'-0"

    20'-0"

    (2) SP

    . @ 10'-0"

    10'-0"10'-0"

    10'-0"

    NOTE:

    CONTRACTORS DESIGNATED

    STAGING AREA, COORDINATE

    WITH PROJECT ADMINISTRATOR.

    LIMITS

    OF C

    ON

    STR

    UC

    TION

    10'-0"

    5'-0"

    LIMITS

    OF C

    ON

    STR

    UC

    TION

    STA

    GIN

    G A

    RE

    A

    LIM

    IT

    S O

    F C

    ON

    ST

    RU

    CT

    IO

    N S

    TA

    GIN

    G A

    RE

    A

    LIMITS

    OF C

    ON

    STR

    UC

    TION

    STA

    GIN

    G A

    RE

    A

    LIM

    IT

    S O

    F C

    ON

    ST

    RU

    CT

    IO

    N S

    TA

    GIN

    G A

    RE

    A

    LIMITS

    OF C

    ON

    STR

    UC

    TION

    STA

    GIN

    G A

    RE

    A

    LIMITS

    OF C

    ON

    STR

    UC

    TION

    STA

    GIN

    G A

    RE

    A

    NOTE:

    POINT OF BEGINNING FOR NEW SITE

    DEVELOPMENT LAYOUT FROM

    CENTER OF MANHOLE AND PARALLEL

    AND PERPENDICULAR WITH EXISTING

    SANITARY SEWER LINE (N86°57'03"E).

    A

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

    C-102.1

    1"=20'-0"

    NORTH

    NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS

    LEGEND.

    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)

    6274-8136274081-C-102.1

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    NOTE:

    PROPOSED NEW ADJACENT SITE

    DEVELOPMENT SHOWN FOR

    REFERENCE ONLY. PROJECT UNDER

    SEPARATE CONTRACT.

    1

    2

    3

    4

    5

    CONCRETE PAVEMENT (REFER TO ALTERNATE NO. 1), REFER TO DETAIL

    2/C-501.

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

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

    WHITE (2 COATS).

    LIMITS OF NEW PAVING. MATCH EXISTING PAVEMENT TRANSITION ELEVATIONS.

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

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

    ALTERNATE NO. 1:

    CONCRETE PAVING

    ALTERNATE NO. 3:

    LOUNGE AREA BUILDING

    CONSTRUCTION.

    B

    C

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    SITE CONDITIONS BASED UPON SURVEY. 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.

    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.

    D

    E

    F

    G

    H

    I

    J

    AutoCAD SHX TextMcCORY AVENUE

    AutoCAD SHX TextGRAVEL

    AutoCAD SHX TextASPHALT

    AutoCAD SHX TextSANITARY MANHOLE RIM 884.58' FL IN 879.88' N FL IN 879.88' W FL OUT 879.63' E

    AutoCAD SHX TextSANITARY MANHOLE RIM 889.46' FL IN 882.46' S FL OUT 881.11' E

    AutoCAD SHX TextTBM - SQUARE CUT ON EAST SIDE OF LIGHTPOLE BASE ELEV=888.62'

    AutoCAD SHX TextJOHNSTON ROAD

    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

  • CONTRACTOR CAUTION!!

    VERIFY SEWER LINE ELEVATION

    BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER RIGHTS-OF-WAY)AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN.

    IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS.

    EXISTING CONDITIONS NOTES: 1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING

    CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TOSUBMITTING A BID, REFER TO SPECIFICATIONS ALSO.

    2. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES. GAS MAINS/LINES.SEWER MAINS/LINES. TELEPHONE LINES. POWER LINES. AND UTILITYSTRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATEDON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HASBEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER INPREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THEACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALLRESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF ISEXPRESSLY DISCLAIMED.

    3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS.

    4. ANY DELAY. ADDITIONAL WORK. FEES OR EXTRA COST TO THECONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO ORMODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR ORAFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK. ADDITIONAL PAYMENT OR DAMAGES.

    5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTIONPRIOR TO SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TOUNANTICIPATED EXISTING CONDITIONS/INSTALLATIONS.

    SPECIAL NOTE: A� BELOW-GRADE UTILITIES ENTERING THE BUILDING SHOULD HAVE CLAY STOPS PLACED AROUND THE UTILITY TO REDUCE WATER IN THE UTILITY TRENCH BACKFILL FROM ENTERING BELOW THE FOOTING AND/OR SLAB CAUSING SWELLll'lG.

    SPECIAL NOTE: CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL INFRASTRUCTURE REQUIRED BY UTILITY COMPAl'llES.

    EXISTING SANITARY 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 PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    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 #

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    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

  • 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

    "

    17

    '-4

    1 2

    "

    5'-4

    "

    1'-1

    1

    1 2

    "

    7'-0"

    3'-4

    1 2

    "

    5

    5 8

    "

    8'-8"

    13'-8

    1

    2

    " 3'-8

    1

    4

    "

    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

    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..

    -REFER TO STRUCTURAL FOR LOCATIONS OF

    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

    " 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:

    -5

    5

    8

    "X7

    5

    8

    "X15

    5

    8

    " CMU WALL WITH HORIZ.

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

    FOR VERT. REINF..

    -REFER TO STRUCTURAL FOR LOCATIONS OF

    BOND BEAMS.

    -EXTEND ASSEMBLY FROM FLOOR TO 8'-8"

    ABOVE FINISH FLOOR.

    MASONRY WALL:

    -5

    5

    8

    "X7

    5

    8

    "X15

    5

    8

    " CMU WITH HORIZ. REINF. AT

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

    REINF..

    -REFER TO STRUCTURAL FOR LOCATIONS OF

    BOND BEAMS.

    -EXTEND ASSEMBLY FROM FLOOR TO

    BOTTOM OF ROOF DECK.

    MASONRY WALL:

    -5

    5

    8

    "X7

    5

    8

    "X15

    5

    8

    " CMU WALL WITH HORIZ.

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

    FOR VERT. REINF..

    -REFER TO STRUCTURAL FOR LOCATIONS OF

    BOND BEAMS.

    -EXTEND ASSEMBLY FROM FLOOR TO 9'-4"

    ABOVE FINISH FLOOR.

    MASONRY WALL:

    -3

    5

    8

    "X7

    5

    8

    "X15

    5

    8

    " CMU WALL WITH HORIZ.

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

    FOR VERT. REINF..

    -EXTEND ASSEMBLY FROM FLOOR TO 8'-8"

    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

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    6274-8136274081-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

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    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).

    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

  • 1/8" = 1'-0"

    FLOOR PLAN (ALTERNATE NO. 3)

    A-101.1

    1

    PLAN

    NORTH

    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

    CONCRETE WALL:

    -12" STRUCTURAL PRECAST CONCRETE WALL

    SYSTEM WITH RIGID INSULATION WHERE

    INDICATED, REFER WALL SECTIONS.

    -EXTEND ASSEMBLY FROM FLOOR TO TOP OF

    PARAPET.

    CONCRETE WALL :

    -12" STRUCTURAL PRECAST CONCRETE WALL

    SYSTEM, REFER WALL SECTIONS.

    CONCRETE WALL (ASTM E119)

    -12" STRUCTURAL PRECAST CONCRETE WALL,

    REFER TO WALL SECTIONS.

    -EXTEND ASSEMBLY FROM FLOOR TO TOP OF

    PARAPET (FIRE SEAL).

    - (2) HOUR MINIMUM FIRE RATED ASSEMBLY.

    CONCRETE WALL:

    -12" STRUCTURAL PRECAST CONCRETE WALL

    SYSTEM WITH RIGID INSULATION WHERE

    INDICATED, REFER WALL SECTIONS.

    -EXTEND ASSEMBLY FROM FLOOR TO

    BOTTOM OF ROOF DECK.

    WALL TYPES

    C122

    C123

    C124

    C121

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    6274-8136274081-A-101.1

    FLOOR PLAN(ALTERNATE NO. 3)

    A-101.119

    REINFORCED CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

    SHEET METAL DOWNSPOUT, REFER TO 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

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    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).

    8

    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

  • 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

    PLAN

    NORTH

    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

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    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

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    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

    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

  • 1/8" = 1'-0"

    ROOF PLAN (ALTERNATE NO. 3)

    A-102.1

    1

    PLAN

    NORTH

    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

    Y

    2

    A-403

    1

    A-403

    3

    A-403

    1

    A-404

    3

    A-404

    2

    2

    SLO

    PE

    =

    1/4" : 1'-0"

    SLO

    PE

    =

    1/4" : 1'-0"

    SLO

    PE

    =

    1/4" : 1'-0"

    H

    H

    H

    H

    H

    H

    H

    V

    VV

    V

    T.O.P.

    EL. 116'-9 1/2"

    3

    T.O.D.

    EL. 115'-0 1/4"

    T.O.I.

    EL. 115'-6 1/4"

    T.O.D.

    EL. 114'-0 1/4"

    T.O.I.

    EL. 114'-6 1/4"

    T.O.P.

    EL. 116'-9 1/2"

    T.O.D.

    EL. 114'-0 1/4"

    T.O.I.

    EL. 114'-6 1/4"

    HIGH EAVE HEAD WALL

    PARAPET

    RAKE HEAD WALL

    4

    PA

    RA

    PE

    T

    HIG

    H E

    AV

    E H

    EA

    D W

    AL

    L

    PARAPET

    RAKE HEAD WALL

    T.O.P.

    EL. 116'-9 1/2"

    T.O.D.

    EL. 115'-0 1/4"

    T.O.I.

    EL. 115'-6 1/4"

    T.O.D.

    EL. 114'-0 1/4"

    T.O.I.

    EL. 114'-10"

    T.O.P.

    EL. 116'-9 1/2"

    T.O.D.

    EL. 114'-0 1/4"

    T.O.I.

    EL. 114'-6 1/4"

    T.O.D.

    EL. 114'-0 1/4"

    T.O.I.

    EL. 114'-10"

    PA

    RA

    PE

    T

    LO

    W E

    AV

    E R

    AK

    E W

    AL

    L

    6

    6

    2

    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

    18159 SOUTH K HIGHWAYTRAINING SITECAMP CLARK

    NEVADA, MISSOURI

    T2017-016274

    BUILDING # 4458136274081

    07/30/2020

    BW-APBDWBW-AP

    OF 50 SHEETS07/30/2020

    Buddy W

    ebb &

    Com

    pany

    Architect -

    Consultant

    6274-8136274081-A-102.1

    ROOF PLAN(ALTERNATE NO. 3)

    A-102.121

    NEW LOW SLOPE SINGLE-PLY ROOFING MEMBRANE (TPO) SYSTEM

    ON 1/2" COVER BOARD, 5 1/2" RIGID INSULATION BOARD (R-30 MIN.).

    SLOPE 1/4":12" MINIMUM.

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

    BOARD, TAPERED RIGID INSULATION, RIGID INSULATION BOARD

    (R-30 MIN.) AND VAPOR RETARDER. SLOPE 1/4":12" (MIN.) TO DRAIN.

    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.

    SHEET METAL PRIMARY DRAINAGE SYSTEM SCUPPER WITH

    CONDUCTOR HEAD AND (4"x4") RECTANGULAR DOWNSPOUT SYSTEM

    REFER TO DETAILS 8/A-403, 3/A-502, 2/A-502, 3/A-502 & 4/A-502.

    LINE OF BUILDING WALL CONSTRUCTION BELOW.

    SHEET METAL SECONDARY DRAINAGE SYSTEM SCUPPER, REFER TO

    DETAILS 7/A-403, 1/A-502 AND 3/A-502 (SIMILAR).

    SYMBOLS LEGEND

    GENERAL NOTES

    KEY NOTES

    A

    2

    1

    3

    4

    5

    6

    B

    C

    D

    REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

    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 MUST 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.

    E

    F

    G

    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.E.N.I.

    EL. 0'-3 1/2"

    H

    MECHANICAL EXHAUST

    UNIT

    E

    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.

    ALTERNATES:

    REFER TO PROJECT MANUAL SECTION 01 23 00 FOR ADDITIONAL

    REQUIREMENTS.

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

    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

  • T.O. PRE-CAST

    EL. 116'-8"

    FIN. FLOOR

    EL. 100'-0"

    WINDOW/DOOR HEAD

    EL. 107'-2 1/2"

    PRE-CAST - LOW EAVE

    EL. 113'-8"

    PRE-CAST JOINT

    WINDOW SILL

    EL. 105'-2 1/2"

    T.O. PRE-CAST

    EL. 116'-8"

    FIN. FLOOR

    EL. 100'-0"

    WINDOW/DOOR HEAD

    EL. 107'-2 1/2"

    PRE-CAST - HIGH EAVE

    EL. 115'-0 1/4"

    PRE-CAST

    LOW EAVE

    EL. 113'-8"

    T.O. PRE-CAST

    EL. 116'-8"

    FIN. FLOOR

    EL. 100'-0"

    WINDOW/DOOR HEAD

    EL. 107'-2 1/2"

    PRE-CAST (HIGH EAVE)

    EL. 115'-0 1/4"

    PRE-CAST JOINT

    EL. 105'-2 1/2"

    PRE-CAST JOINT

    WINDOW SILL

    EL. 105'-2 1/2"

    T.O. PRE-CAST

    EL. 116'-8"

    FIN. FLOOR

    EL. 100'-0"

    WINDOW/DOOR HEAD

    EL. 107'-2 1/2"

    PRE-CAST - LOW EAVE

    EL. 113'-8"

    PRE-CAST - HIGH EAVE

    EL. 115'-0 1/4"

    B.O. PRE-CAST

    EL. 98'-0"

    B.O. PRE-CAST

    EL. 98'-0"

    B.O. PRE-CAST

    EL. 98'-0"

    B.O. PRE-CAST

    EL. 98'-0"

    NORTH ELEVATION1

    A-201

    1/8" = 1'-0"

    WEST ELEVATION2

    A-201

    1/8" = 1'-0"

    SOUTH ELEVATION3

    A-201

    1/8" = 1'-0"

    EAST ELEVATION4

    A-201

    1/8" = 1'-0"

    18

    PRE-CAST JOINT ℄EL. 114'-8"

    PRE-CAST JOINT ℄EL. 114'-8"

    PRE-CAST JOINT ℄EL. 114'-8"

    PRE-CAST JOINT ℄EL. 114'-8"

    1

    A-401

    2

    A-402

    2

    A-401

    6

    A-401

    7

    A-401

    8

    A-401

    8

    A-401

    8

    A-401

    3

    A-401

    3

    A-402

    1

    A-402

    TORNADO SAFE ROOM

    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 SAFE ROOM

    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 SAFE ROOM

    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

    445

    TORNADO SAFE ROOM

    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

    12'-1

    3

    16

    " T

    YP

    .

    (T

    OP

    O

    F F

    IX

    TU

    RE

    )

    10

    19

    17116

    19

    8742

    1416 13 20 1

    2 4 78 5

    11813

    4

    19

    11 9 8 12

    19

    3 24 7 12 5 12 4

    14161181320

    118

    4 11 2 19 11 19 811

    201

    15 16 1421 13

    20 6

    5'-4"

    3'-0

    1 2

    "

    R.O

    .

    1'-4

    1

    4

    "

    3'-6

    1

    2

    "

    R.O.

    5'-1

    1

    4

    "

    8'-3

    1 2

    "

    3

    A-401

    166

    4'-8

    1

    2

    "

    3'-6

    1

    2

    "

    R.O.

    1'-9"

    10

    5'-4"

    3'-0

    1 2

    "

    R.O

    .

    8'-3

    1 2

    "

    10

    2'-9

    3

    4

    "

    2'-6

    1

    2

    "

    R.O.

    2'-7

    3

    4

    "

    6

    2'-4"

    2'-0

    1 2

    "

    R.O

    .

    9'-3

    1 2

    "

    8'-0"

    10'-0" 10'-0"

    3'-2

    3

    4

    "

    1'-6

    1

    2

    "

    R.O.

    3'-2

    3

    4

    "

    2'-4"

    1'-6

    1 2

    "

    R.O

    .

    9'-9

    1 2

    "

    8'-0"

    2'-7

    3

    4

    "

    2'-8

    1

    2

    "

    R.O.

    2'-7

    3

    4

    "