60 Soldier Barracks Building Camp Clark Training Site Nevada, … · 2020-08-11 · alternate no....
Transcript of 60 Soldier Barracks Building Camp Clark Training Site Nevada, … · 2020-08-11 · alternate no....
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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
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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
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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):
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):
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):
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):
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):
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):
(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):
(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
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
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
-
CR
CR
CR
E
LP
TR
WV
WV
U
E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
W
W
W
W
W
W
W
W
W
W
W
W
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
STOP SIGN
67'-0"
60'-0"
20'-0"
20'-0"
122'-0"
122'-0"
140'-0"
14'-0"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
15'-0"
34'-0"
5'-0"
5'-0"
NE
W 60 S
OLD
IER
BA
RR
AC
KS
BU
ILDIN
G
60'-0"
FINISH FLOO
R
100'-0" = USGS 888.00'
5'-0"
66'-0"
67'-0"
66'-0"+
10'-0"
10'-0"
35'-0"
6'-0"
104'-0"
13'-0"
NE
W S
UP
PLY
&
AD
MIN
. HQ
BU
ILDIN
G
LIMITS
OF C
ON
STR
UC
TION
LIMITS
OF C
ON
STR
UC
TION
LIM
IT
S O
F C
ON
ST
RU
CT
IO
N
LIM
IT
S O
F C
ON
ST
RU
CT
IO
N
SDSD
SD
+
B
3
+
B
4
+
B
1
+
B
2
18'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
20'-0"
6'-0"
91'-0"
5'-0"
5'-0"
5'-0"
5'-0"
30'-0"
5'-0"
5'-0"
50'-0"
FINISH FLOO
R
100'-0" = USGS 886.00'
6
4
10
26'-0"
5
5
11
8
2
2
2
2
2
9
NOTE:
CONTRACTORS DESIGNATED
STAGING AREA, COORDINATE WITH
PROJECT ADMINISTRATOR.
12
26'-0"
66'-0"
3
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
11'-0"
LIMITS
OF C
ON
STR
UC
TION
UE UE UE UE UE UE UE
UE
W W
20'-0"
11'-0"
NOTE:
CONTRACTORS DESIGNATED
STAGING AREA, COORDINATE WITH
PROJECT ADMINISTRATOR.
1
7
11
90'-0"
10'-0"
20'-0"
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 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
E
F
G
H
I
J
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
-
CR
CR
CR
E
LP
TR
WV
WV
U
E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
W
W
W
W
W
W
W
W
W
W
W
W
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
STOP SIGN
67'-0"
9'-0"
20'-0"
26'-0"
20'-0"
122'-0"
122'-0"
140'-0"
(16) SP
AC
ES
@ 9'-0"
14'-0"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
R
1
5
'
-
0
"
NE
W 60 S
OLD
IER
BA
RR
AC
KS
BU
ILDIN
G
41'-0"
FINISH FLOOR
100'-0" = USGS 888.00'
NE
W B
UILD
ING
(ALTE
RN
ATE
NO
. 3)
41'-0"
66'-0"
67'-0"
66'-0"+
8'-0"
LIMITS
OF C
ON
STR
UC
TION
LIMITS
OF C
ON
STR
UC
TION
LIM
IT
S O
F C
ON
ST
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
"