60 Soldier Barracks Building Camp Crowder Training Site Neosho, … · 1 day ago · shower...
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OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR
PROJECTMANAGEMENT:
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION
DESIGNER:
PROJECT NUMBER: T2018-01
SITE NUMBER: 6260ASSET NUMBER: 8136260013BUILDING NUMBER: 754
SHEET NUMBER:
G-0011 OF 50 SHEETS7/30/2020
DEPARTMENT OFPUBLIC SAFETYMISSOURI ARMYNATIONAL GUARD
Buddy Webb & Company, Inc.Architect / Consultant
60 Soldier Barracks Building Camp Crowder Training Site
Neosho, Missouri
(417) 877-9736 FAX
(417) 877-1385 PHONE
3057 EAST CAIRO
Architect - ConsultantSPRINGFIELD, MISSOURI 65802
Buddy Webb & Company
ARCHITECT
NOTE:FOR ADDITIONAL PROJECT LOCATION MAPS REFER TO INDIVIDUAL ROOF PLAN DRAWINGS.
Missouri State Certificate of Authorization No. E2004026584
Aaron D. Smith P.E. E-2000150070 Jeffrey S. Smith P.E. E-17069
P.O. Box 8102 * JOPLIN, MISSOURI 64802
PHONE: 417-624-0444 * FAX: 417-624-0430
JS Smith Consulting Engineers, P.C.
Structural
CIVILENGINEER
STRUCTURALENGINEER
CJD2101 West Chesterfield Boulevard, Suite B-105A, Springfield, MO 65807
P: 417.877.1700 F: 417.324.7735 www.cjd-eng.com
Engineering Energy Innovation
MECHANICAL / ELECTRICALENGINEER
ENGINEERS SURVEYORS LABORATORIES DRILLING
2045 W. WOODLAND SPRINGFIELD, MISSOURI 65807 PHONE (417) 866-2741
www.andersonengineeringinc.com
CAMP CROWDER
NORTH
SITE LOCATION1
G-001
N.T.S.
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SHEET INDEX
SHEET NO. SHEET NAME
GENERAL NOTES
A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
THE ARCHITECT AND ENGINEER'S RESPONSIBILITY IS ONLY FOR THE
INFORMATION INCLUDED WITHIN THE CONSTRUCTION DOCUMENTS.
ALL OTHER DOCUMENTS AND INSTRUMENTS REQUIRED FOR
COMPLETION OF THE PROJECT SHALL BE THE RESPONSIBILITY OF
OTHERS AND ARE HEREBY DISCLAIMED.
QUALITY STANDARD AND BUILDING CODE - ALL CONTRACTORS SHALL
BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY
REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER
APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING
JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.
THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR FIELD
ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE
WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT
REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT
AND ENGINEER DOES NOT DELEGATE THEIR AUTHORITY TO ANYONE
ELSE FOR DETERMINING THE MEANING OF THEIR PLANS OR
SPECIFICATIONS.
FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR
TO SUBMITTING BID AND BEGINNING WORK. NOTIFY ARCHITECT AND
ENGINEER IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM
THOSE INDICATED HEREIN.
B
C
D
E
G-001
G-002
G-101
C-101
C-102
C-102.1
C-103
C-103.1
C-104
C-501
C-502
S-001
S-101
S-101.1
S-102
S-301
S-302
A-101
A-101.1
A-102
A-102.1
A-201
A-201.1
A-301
A-401
A-402
A-403
A-404
A-405
A-501
A-502
A-601
A-701
A-701.1 I-101
I-101.1 SE-101 SE-101.1 P-101 P-102 P-401 M-101 M-101.1 E-101 E-101.1 E-102 E-102.1 E-103 E-103.1 E-601
COVER SHEET
SHEET INDEX / SCOPE OF WORK SCHEDULE
CODE ANALYSIS PLAN
EXISTING SITE CONDITIONS PLAN
SITE DEVELOPMENT PLAN
SITE DEVELOPMENT PLAN (ALTERNATES NO. 1 & NO. 3)
SITE GRADING / EROSION CONTROL PLAN
SITE GRADING / EROSION CONTROL PLAN (ALTERNATE NO. 3)
SITE UTILITY PLAN (ALTERNATE NO. 3)
SITE DEVELOPMENT DETAILS
MISCELLANEOUS SITE DETAILS
STRUCTURAL NOTES
FOUNDATION PLAN
FOUNDATION PLAN (ALTERNATE NO. 3)
INTERIOR MASONRY WALL PLAN
FOUNDATION DETAILS
FOUNDATION DETAILS (ALTERNATE NO. 3)
FLOOR PLAN
FLOOR PLAN (ALTERNATE NO. 3)
ROOF PLAN
ROOF PLAN (ALTERNATE NO. 3)
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS (ALTERNATE NO. 3)
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS (ALTERNATE NO. 3)
WALL SECTIONS (ALTERNATE NO. 3)
ENLARGED PLAN, INTERIOR ELEVATIONS
ROOFING DETAILS
ROOFING DETAILS, MISCELLANEOUS DETAILS
DOOR AND WINDOW SCHEDULES
REFLECTED CEILING PLAN
REFLECTED CEILING PLAN (ALTERNATE NO. 3)
INTERIOR FINISH PLAN
INTERIOR FINISH PLAN (ALTERNATE NO. 3)
SITE ELECTRICAL PLAN
SITE ELECTRICAL PLAN (ALTERNATE NO. 3)
UNDERFLOOR PLUMBING PLAN
PLUMBING PLAN
ENLARGED PLUMBING PLAN AND SCHEDULES
HVAC PLAN AND SCHEDULES
HVAC PLAN (ALTERNATE NO. 3)
LIGHTING PLAN
LIGHTING PLAN (ALTERNATE NO. 3)
POWER PLAN
POWER PLAN (ALTERNATE NO. 3)
FIRE ALARM SYSTEM PLAN
FIRE ALARM SYSTEM PLAN (ALTERNATE NO. 3)
ELECTRICAL DETAILS AND SCHEDULES
SCOPE OF WORK SCHEDULE
SECTION NAME REFERENCE
(SECTIONS OWNER FURNISHED AND
INSTALLED NOT INCLUDED IN PROJECT
MANUAL - FOR REFERENCE ONLY)
COMPANY & ADDRESS
PROJECT
MANUAL
(CSI)
SECTION
REF.
NUMBER
FU
RN
IS
HE
D B
Y
CO
NT
RA
CT
OR
IN
ST
ALLE
D B
Y
OW
NE
R
IN
ST
ALLE
D B
Y
CO
NT
RA
CT
OR
FU
RN
IS
HE
D B
Y
OW
NE
R
CONTACT INFORMATION
POINT OF CONTACT,
PHONE (P), CELL (C), OR
EMAIL (E)
DOOR HARDWARE
(LOCK CORES AND KEYS - CONTRACTOR TO
SUBMIT LIST OF MATERIALS REQUIRED FOR
OWNER TO SUBMIT ORDER TO HARDWARE
MANUFACTURER. COST OF MATERIALS AND
DELIVERY BY CONTRACTOR)
08 71 00
SUMMARY OF WORK
GENERAL BUILDING PERMIT (NOT REQUIRED)
STATE DEPARTMENT OF NATURAL
RESOURCES PERMIT (NOT REQUIRED)
X
CRAIG BOCK,
PROJECT MANAGER
(O): (573) 751-7831
(C): (573) 298-1967
(E): [email protected]
01 11 00
TOILET ACCESSORIES
(SOAP DISPENSERS)
10 28 13
SPECIAL INSPECTIONS AND PROCEDURES
(REFER TO SECTION FOR ADDITIONAL
REQUIREMENTS)
X
ANDERSON ENGINEERING, INC.
811 EAST 3RD STREET
JOPLIN, MISSOURI 64801
01 45 33
SUMMARY OF WORK
(ALL TRADE PERMITS, UTILITY IMPACT AND
CONNECTION FEES, OR PERMITS AND FEES
REQUIRED FOR PROJECT COMPLETION)
01 11 00 X
STATE OF MISSOURI
OFFICE OF ADMINISTRATION
DIVISION OF FACILITIES MANAGEMENT
DESIGN & CONSTRUCTION
HARRY S TRUMAN STATE OFFICE BUILDING RM. 730
JEFFERSON CITY, MO 65102
(TO BE DETERMINED) (TO BE DETERMINED)
SCOPE OF WORK SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE WORK SCHEDULE WITH OWNER FURNISHED MATERIALS.
28 00 00
ELECTRONIC SAFETY AND SECURITY SYSTEM
(CONDUIT, HARDWARE, WIRING, EQUIPMENT)
28 46 00
FIRE DETECTION AND ALARM
(HARDWARE, CONDUIT, WIRING, EQUIPMENT)
(TO BE DETERMINED)
PHONE: (417) 782-7399
X
XX
STATE OF MISSOURI
DEPARTMENT OF PUBLIC SAFETY
MISSOURI ARMY NATIONAL GUARD
CONSTRUCTION AND FACILITIES MANAGEMENT
OFFICE
6819 NORTH BOUNDARY ROAD
JEFFERSON CITY, MISSOURI 65101
JEREMY NEWTON,
DESIGN PROJECT MANAGER
(P): (573) 638-9500, EXT. 37484
(C): (573) 690-1416
(E):
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
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
(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. 33510
(C): (573) 690-1416
(E):
X X
X
X X
25 00 00
INTERGRATED AUTOMATION
(ENERGY MANAGEMENT SYSTEM -
HARDWARE, CONDUIT, WIRING, EQUIPMENT,
CELLULAR SERVICE CONTRACT)
PELICAN WIRELESS SYSTEMS
PELICAN WIRELESS SYSTEMS
SANDERS SUPPLY
SPRINGDALE, ARKANSAS 72762
(479) 750-2665
27 10 00
COMMUNICATIONS SYSTEMS STRUCTURED
CABLING
(FIBER CABLING)
XX
X X
STATE OF MISSOURI
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)
(TO BE DETERMINED) (TO BE DETERMINED)
2
G-002
SHEET INDEX /SCOPE OF WORKSCHEDULE
6260-8136260013-G-002
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
AutoCAD SHX TextARCHITECTURAL FIRM REGISTRATION NO.: ARC 2004028947
AutoCAD SHX TextSHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.
AutoCAD SHX Text(417) 877-1385 TELEPHONE
AutoCAD SHX TextSPRINGFIELD, MISSOURI 65802
AutoCAD SHX Text3057 EAST CAIRO
AutoCAD SHX Text(417) 877-9736 FAX
-
4
3
'
-
6
3
8
"
146 FEET
93 FEET
89 FEET
72 F
EE
T
75 FEET
LOUNGE
100
CORRIDOR
101
BARRACKS (1)
103
BARRACKS (2)
105
MECHANICAL
104
SHOWERS
105A
SHOWERS
103A
SHOWERS
107A
BARRACKS (3)
107
JAN
102
BARRACKS (4)
106
SHOWER
106A
FE
FE
FE
FE
FE
FE
FE
FE
DE
SIG
NA
TE
D "IC
C 500" C
OM
MU
NIT
Y T
OR
NA
DO
S
TO
RM
S
HE
LT
ER
DESIGNATED "ICC 500" COMMUNITY TORNADO STORM SHELTER
H.B.
H.B.
H.B.
H.B.
3" = 1'-0"
SIGN DETAIL
G-101
2
1'-0"
1'-6"
NOTE:
ICC 500 COMMUNITY STORM SHELTER SIGN
INDICATING "TORNADO SHELTER ACCESS ROUTE".
SIGN CONSTRUCTION AND LOCATION TO COMPLY
WITH ICC A117.1. MOUNT 60" ABOVE THE FINISHED
FLOOR TO THE CENTER OF THE SIGN, MECHANICALLY
FASTEN TO SUBSTRATE.
TORNADO SHELTER
ACCESS ROUTE
250 mph safe room design speed (3-second gust)
Missle Impact Resistance:
15 lbs. 2x4 @ 67 mph (horizontal)
15 lbs. 2x4 @ 100 mph (vertical)
Builder: CONSTRUCTION COMPANY NAME HERE
3" = 1'-0"
SIGN DETAIL
G-101
1
1'-0"
1'-6"
NOTE:
ICC 500 COMMUNITY STORM SHELTER SIGN
INDICATING "TORNADO SHELTER". SIGN
CONSTRUCTION AND LOCATION TO COMPLY WITH ICC
A117.1. MOUNT 60" ABOVE THE FINISHED FLOOR TO
THE CENTER OF THE SIGN, MECHANICALLY ATTACH
TO SUBSTRATE.
250 mph safe room design speed (3-second gust)
Missle Impact Resistance:
15 lbs. 2x4 @ 67 mph (horizontal)
15 lbs. 2x4 @ 100 mph (vertical)
Builder: CONSTRUCTION COMPANY NAME HERE
TORNADO SHELTER
A
GENERAL NOTES
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
REFER TO PLANS, SECTIONS, AND DETAILS FOR CONSTRUCTION OF
FIRE RATED ASSEMBLIES. WHERE UNDERWRITERS LABORATORY
(UL) TEST NUMBERS ARE REFERENCED, CONTRACTOR SHALL
PROVIDE CONSTRUCTION MATERIALS, MEANS AND METHODS TO
COMPLY WITH TESTED ASSEMBLY.
REFER TO FIRE ALARM, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR ADDITIONAL REQUIREMENTS.
OWNER FURNISHED AND INSTALLED FURNISHINGS AND FIXTURES
SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS
DURING CONSTRUCTION AS REQUIRED TO PROTECT THE WORK
AREA AND EACH STORAGE UNIT AND JOB TRAILER PER THE FIRE
CODE.
CONTRACTOR TO SUBMIT FIRE SPRINKLER SYSTEM ENGINEERING
SUBMITTALS FOR REVIEW AND APPROVAL.
SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS SHALL BE UL
LISTED ABC TYPE, WITH 10 LBS. CAPACITY.
EXIT DISCHARGE DOORS, PROVIDE TACTILE EXIT SIGNS STATING
"EXIT" WITH BRAILLE LETTERING. SIGN AND MOUNTING TO COMPLY
WITH ANSI A117.1. REFER TO FLOOR PLAN FOR LOCATIONS.
OCCUPANCY LOAD
SUMMARY
ROOM OR AREA
(REFER TO FLOOR PLAN)
100 - LOUNGE (ALTERNATE)
101 - CORRIDOR
102 - JANITOR
103 - BARRACKS (1)
103A - SHOWERS
104 - MECHANICAL
105 - BARRACKS (2)
105A - SHOWERS
106 - BARRACKS (4)
106A - SHOWERS
107 - BARRACKS (3)
107A - SHOWERS
TOTAL OCCUPANCY
OCCUPANTS
(QTY.)
128
0
1
33
8
1
33
8
8
2
34
8
264
AREA PER
OCCUPANT(S.F.)
15
0
300
20
50
300
20
50
20
50
20
50
BUILDING CODE
B
C
D
E
F
G
H
6274-8136274081-G-101
CODEANALYSISPLAN
G-1013
1,623 SF
R-2
376 SF
1,646 SF
R-2
1,660 SF
R-2
396 SF
R-2
376 SF
374 SF
37 SF
552 SF
N
21 240
21 240
72 480
20 240
10 240
20 240
128
1,920 SF
A-3
90 SF
66 240
134 480
21 240
CODE ANALYSIS PLAN1
G-101
1/8" = 1'-0"
NORTH
PLUMBING FIXTURE SUMMARY
GENERAL
IPC TABLE 403.1
PRIMARY OCCUPANCY: R-2 (RESIDENTIAL)
TOTAL OCCUPANCY: 264
MINIMUM PLUMBING FACILITIES REQUIRED BY OCCUPANCY PER
SEX CALCULATED BY RATIO BASED UPON ACTUAL USE (IPC 403.1):
FEMALE: 8 / 104 = 0.08 X 264 = 21
MALE: 96 / 104 = 0.92 X 264 = 243
PLUMBING FIXTURES
WATER CLOSETS (URINALS): 1 PER 100
REQUIRED FOR FEMALE: 8/10 = 1
PROVIDED FOR FEMALE: 1
REQUIRED FOR MALE: 96/10 = 10
PROVIDED FOR MALE: 12
LAVATORIES: 1 PER 100
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
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
JURISDICTION: MISSOURI OFFICE OF
ADMINISTRATION -
FACILITIES MANAGEMENT,
DESIGN & CONSTRUCTION
CITY: NEVADA, MISSOURI
COUNTY: VERNON
ZIP CODE: 64772
GOVERNING CODES AND STANDARDS
BUILDING CODE: 2015 IBC
PLUMBING CODE: 2015 IPC
MECHANICAL CODE: 2015 IMC
ELECTRICAL CODE: 2014 NEC
FIRE CODE: 2015 IFC
FUEL / GAS CODE: 2015 IFGC
ENERGY CODE: 2015 IECC
STORM SHELTERS: 2014 ICC 500
ACCESSIBLE CODE: 2009 ICC A117.1
ACCESSIBILITY CODE: 2010 ADA
USE GROUP & CONSTRUCTION TYPE
PRIMARY USE GROUP: R-2 (RESIDENTIAL)
SECONDARY USE GROUP: A-3 (ASSEMBLY)
MIXED USE AND OCCUPANCY: SEPARATED
CONSTRUCTION TYPE: II-B (NON-COMBUSTIBLE /
UNPROTECTED)
AREA MODIFICATIONS
FRONTAGE INCREASE: NOT APPLIED
AUTOMATIC SPRINKLER INCREASE: PROVIDED
ALLOWABLE BUILDING HEIGHT & AREA
HEIGHT (S): 75'-0"
NUMBER OF STORIES (S): 5 STORIES
AREA (S1): 50,000 SQ. FT.
ACTUAL BUILDING HEIGHT & AREA
HEIGHT: 16'-8"
NO. OF STORIES: 1 STORY
AREA: 10,224 SQ. FT.
FIRE PROTECTION SYSTEMS
AUTOMATIC SPRINKLER SYSTEM: REQUIRED (IBC 420.5)
PORTABLE FIRE EXTINGUISHERS: PROVIDED
MANUAL FIRE ALARM SYSTEM: REQUIRED (IBC 420.6)
AUTOMATIC FIRE DETECTION SYSTEM: REQUIRED (IBC 420.6)
STRUCTURAL DESIGN
(REFER TO STRUCTURAL DRAWINGS)
1. ROOF LIVE LOAD (NON-REDUCIBLE) (SHELTER) 100 PSF
(ALTERNATE NO. 3) 20.0 PSF
2. ROOF COLLATERAL LOADS
A. ARCHITECTURAL / MECHANICAL: 2.5 PSF
B. SUSPENDED ACOUSTICAL CEILING
SYSTEM LOAD (WHERE OCCURS): 2.0 PSF
C. SPRINKLER SYSTEM
UNIFORM BRANCH PIPE LOAD: 1.0 PSF
LINEAL LOOP / TEE MAIN PIPE LOAD: 25.0 PLF
3. SNOW LOADS Ce = 1.0 Ct = 1.0
GROUND LOAD (Pg): 15 PSF
MINIMUM ROOF SNOW LOAD (Pf): 15.5 PSF
IMPORTANCE FACTOR (Is): 1.0
4. WIND LOADS (SHELTER) GCpi = ± 0.55
BASIC WIND SPEED: Vult = 250 MPH
Vasd = 193.6 MPH
EXPOSURE: C
GCpi: ±0.55
Kzt: 1.0
Kd: 0.85
4 (ALT.) WIND LOADS (ALTERNATE NO. 3) GCpi = ±0.18
BASIC WIND SPEED: Vult = 115 MPH
Vasd = 89.1 MPH
EXPOSURE: C
GCpi: ±0.18
Kzt: 1.0
Kd: 0.85
5. SEISMIC
Ss: 0.141
S1: 0.084
Sds: 0.150
Sd1: 0.134
IMPORTANCE FACTOR (Ie): 1.0
SITE CLASS: D
DESIGN CATEGORY: C
COMMERCIAL ENERGY EFFICIENCY CODE
COMPLIANCE WITH BUILDING ENERGY EFFICIENCY REQUIREMENTS BASED
UPON APPLICABLE ENERGY CODE (PERFORMANCE METHOD).
CERTIFICATE OF COMPLIANCE AND CALCULATIONS PROVIDED UNDER
SEPARATE COVER.
AutoCAD SHX TextEXIT ACCESS CONFIGURATION (SECTION 1007.1.1,
AutoCAD SHX TextEXCEPTION 2) MIN. SEPARATION DISTANCE 1/3 OF OVERALL
AutoCAD SHX TextDIAGONAL DIMENSION = 62'-2" / 3 = 20'-9"
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
-
WV
A
EXISTING SITE CONDITIONS PLAN1
C-101
1"=20'-0"
NORTH
GENERAL NOTES
4
C-101
EXISTING SITECONDITIONS PLAN
6260-8136260013-C-101
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
SITE CONDITIONS BASED UPON SURVEY PROVIDED BY STATE OF MISSOURI
FROM PREVIOUS CONSTRUCTION PROJECTS. FIELD VERIFY EXISTING
CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND
BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS
DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN.
INFORMATIONON THISSHEET
PROVIDED BYOTHERS
AutoCAD SHX TextExisting Building 752
AutoCAD SHX TextExisting Footing
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1273.03 8" PVC NW FL Out 1268.27
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1277.29 8" PVC North FL Out 1272.29 (New)
AutoCAD SHX TextExisting Telephone Vault (Fiber Optic) 4.4' N-S, 6.2' E-W
AutoCAD SHX TextExisting 24" CMP FL 1269.12 FES FL 1268.98
AutoCAD SHX TextExisting Yard grate 12" E-W x 24" N-S 6" PVC North FL 1274.45 4" PVC South FL 1274.04
AutoCAD SHX TextExisting Electric Vault
AutoCAD SHX TextExisting Electric Transformer
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Overhead Electric
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Sidewalk
AutoCAD SHX TextBuilding 752 FFE = 1276.28 West Door
AutoCAD SHX TextAt the time of this survey (11-20-18) only footing forms existed. No concrete was poured at this time.
AutoCAD SHX TextThis area was under construction at the time of this survey.
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextSidewalk
AutoCAD SHX TextS
AutoCAD SHX TextTEV
AutoCAD SHX TextGM
AutoCAD SHX Text1276
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1274
AutoCAD SHX Text1273
AutoCAD SHX Text1274
AutoCAD SHX Text1275
AutoCAD SHX Text1273
AutoCAD SHX Text1272
AutoCAD SHX Text1273
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1278
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1276
AutoCAD SHX Text1274
AutoCAD SHX TextExisting Gravel
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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NOTE:
CONTRACTORS DESIGNATED
STAGING AREA, COORDINATE
WITH PROJECT ADMINSTRATOR.
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SITE DEVELOPMENT PLAN1
C-102
1"=20'-0"
NORTH
CAUTION:
INFORMATION ON THIS DRAWING
CONCERNING TYPE AND LOCATION
OF UNDERGROUND AND OTHER
UTILITIES IS NOT GUARANTEED TO
BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE
FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND
AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE
THERETO.
Know what's belowCall before you dig.
R
NEW BUILDING CONSTRUCTION
NEW AREA OF CONCRETE PAVING
NEW AREA OF CONCRETE SIDEWALK
NEW DRIVE GRAVEL AREA
NEW LIGHT POLE
UNDERGROUND STORM WATER LINE - REFER
TO GRADING PLAN
SYMBOLS LEGEND
GENERAL NOTES
KEY NOTES
5
C-102
SITE DEVELOPMENTPLAN
6260-8136260013-C-102
NOTE:
POINT OF BEGINNING FOR NEW SITE
DEVELOPMENT LAYOUT PARALLEL
AND PERPENDICULAR FROM FACE
OF EXISTING BUILDING SOUTHEAST
ELEVATION (N59°09'37"E).
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
B
C
1CONCRETE PAVEMENT (REFER TO ALTERNATE #1), REFER TO DETAIL 2/C-501.
CONCRETE SIDEWALK, REFER TO DETAIL 3/C-501.
ACCESSIBLE PARKING SIGN, REFER TO DETAIL 5/C-501.
ACCESSIBLE PARKING PAVEMENT STRIPPING SYMBOL , REFER TO DETAIL
4/C-501. ALIGN WITH END OF PARKING SPACE.
AREA OF DRIVE GRAVEL (REFER TO ALTERNATE NO.1), REFER TO DETAIL
1/C-501.
ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA COMPLIANT) TO SLOPE
2% MAXIMUM IN ALL DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO MATCH
STRIPING COLOR UNLESS OTHERWISE REQUIRED TO COMPLY WITH
GOVERNING ACCESSIBILITY REGULATIONS, REFER TO DETAIL 3/A-501.
4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT -
WHITE (2 COATS).
LIMITS OF NEW GRAVEL. MATCH EXISTING PAVEMENT OR GRAVEL TRANSITION
ELEVATIONS.
DOWNSPOUT COLLECTION SYSTEM, REFER TO DETAIL 6/A-501 AND SITE
GRADING PLAN FOR CONTINUATION.
CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" LONG) ANCHORED TO PAVING
WITH (2)1'-6" LONG #4 REBAR.
PARKING LOT LIGHTING ON POLE, REFER TO ELECTRICAL DRAWINGS FOR
TYPE AND CONSTRUCTION.
STEEL BOLLARD, REFER TO DETAIL 7/C-501. PROVIDE 5'-0" O.C. AT
MECHANICAL CONDENSING UNIT LOCATIONS (10 TOTAL).
EXISTING GRAVEL TO BE REMOVED AS REQUIRED FOR INSTALLATION OF NEW
CONSTRUCTION.
EXISTING GRAVEL TO BE REMOVED AND/OR REWORKED AS REQUIRED FOR
INSTALLATION OF NEW CONSTRUCTION.
CONCRETE DRAINAGE STRUCTURE, REFER TO SITE GRADING PLAN.
EXISTING DRAINAGE STRUCTURE TO REMAIN, REMOVE EXISTING DRAINAGE
PIPING WHICH EXTENDS TO SOUTH AND PREPARE FOR NEW DRAINAGE PIPE
CONNECTIONS, REFER TO GRADING PLAN.
GROUND MOUNTED ELECTRICAL TRANSFORMER, BY OTHERS.
UNDERGROUND STORM WATER PIPING, REFER TO GRADING PLAN.
REINFORCED CONCRETE FLARED END SECTION, REFER TO GRADING PLAN.
GRAVEL RIP-RAP, REFER TO GRADING PLAN.
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REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS
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.
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AutoCAD SHX TextExisting Building 752
AutoCAD SHX TextExisting Footing
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1273.03 8" PVC NW FL Out 1268.27
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1277.29 8" PVC North FL Out 1272.29 (New)
AutoCAD SHX TextExisting Telephone Vault (Fiber Optic) 4.4' N-S, 6.2' E-W
AutoCAD SHX TextExisting 24" CMP FL 1269.12 FES FL 1268.98
AutoCAD SHX TextExisting Yard grate 12" E-W x 24" N-S 6" PVC North FL 1274.45 4" PVC South FL 1274.04
AutoCAD SHX TextExisting Electric Vault
AutoCAD SHX TextExisting Electric Transformer
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Overhead Electric
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Sidewalk
AutoCAD SHX TextBuilding 752 FFE = 1276.28 West Door
AutoCAD SHX TextAt the time of this survey (11-20-18) only footing forms existed. No concrete was poured at this time.
AutoCAD SHX TextThis area was under construction at the time of this survey.
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextSidewalk
AutoCAD SHX TextS
AutoCAD SHX TextTEV
AutoCAD SHX TextGM
AutoCAD SHX TextWV
AutoCAD SHX Text1276
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1274
AutoCAD SHX Text1273
AutoCAD SHX Text1274
AutoCAD SHX Text1275
AutoCAD SHX Text1273
AutoCAD SHX Text1272
AutoCAD SHX Text1273
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1278
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1276
AutoCAD SHX Text1274
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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5
'
-
0
"
5
'
-
0
"
5
'
-
0
"
5
'
-
0
"
5
'
-
0
"
4
1
'
-
0
"
5
'
-
0
"
4
'
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0
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4
'
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8
'
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5
9
'
-
0
"
4
'
-
0
"
4
'
-
0
"
4
1
'
-
0
"
5
'
-
0
"
L
I
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
G
I
N
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A
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E
A
L
I
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F
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A
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A
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R
U
C
T
I
O
N
S
T
A
G
I
N
G
A
R
E
A
NOTE:
CONTRACTORS DESIGNATED
STAGING AREA, COORDINATE
WITH PROJECT ADMINISTRATOR.
1
1
2
2
1
7
8
8
10
10
11
8
2
6
'
-
0
"
2
0
'
-
0
"
SS
SS
SS
SS
9
9
13
UE
UE
UE
UE
11
SD
SD
SD
A
SITE DEVELOPMENT PLAN (ALTERNATE NO. 1 & NO. 3)1
C-102.1
1"=20'-0"
NORTH
CAUTION:
INFORMATION ON THIS DRAWING
CONCERNING TYPE AND LOCATION
OF UNDERGROUND AND OTHER
UTILITIES IS NOT GUARANTEED TO
BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE
FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND
AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE
THERETO.
Know what's belowCall before you dig.
R
NEW BUILDING CONSTRUCTION
NEW AREA OF CONCRETE PAVING
NEW AREA OF CONCRETE SIDEWALK
NEW DRIVE GRAVEL AREA
NEW LIGHT POLE
SYMBOLS LEGEND
GENERAL NOTES
KEY NOTES
6
C-102.1
SITE DEVELOPMENTPLAN (ALTERNATENO. 1 & NO. 3)
6260-8136260013-C-102.1
NOTE:
POINT OF BEGINNING FOR NEW SITE
DEVELOPMENT LAYOUT PARALLEL
AND PERPENDICULAR FROM FACE
OF EXISTING BUILDING SOUTHEAST
ELEVATION (N59°09'37"E).
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
1CONCRETE PAVEMENT (REFER TO ALTERNATE #1), REFER TO DETAIL 2/C-501.
CONCRETE SIDEWALK, REFER TO DETAIL 3/C-501.
ACCESSIBLE PARKING SIGN, REFER TO DETAIL 5/C-501.
ACCESSIBLE PARKING PAVEMENT STRIPPING SYMBOL , REFER TO DETAIL
4/C-501. ALIGN WITH END OF PARKING SPACE.
AREA OF DRIVE GRAVEL (REFER TO ALTERNATE #1), REFER TO DETAIL 1/C-501.
ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA COMPLIANT) TO SLOPE
2% MAXIMUM IN ALL DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO MATCH
STRIPING COLOR UNLESS OTHERWISE REQUIRED TO COMPLY WITH
GOVERNING ACCESSIBILITY REGULATIONS, REFER TO DETAIL 3/A-501.
4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT -
WHITE (2 COATS).
LIMITS OF NEW PAVING. MATCH EXISTING PAVEMENT OR GRAVEL TRANSITION
ELEVATIONS.
DOWNSPOUTS TO DRAIN ON SURFACE OF SIDEWALK, REFER TO SITE
GRADING PLAN FOR DRAINAGE PATTERS.
CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" LONG) ANCHORED TO PAVING
WITH (2)1'-6" LONG #4 REBAR.
PARKING LOT LIGHTING ON POLE, REFER TO ELECTRICAL DRAWINGS FOR
TYPE AND CONSTRUCTION.
STEEL BOLLARD, REFER TO DETAIL 7/C-501. PROVIDE 5'-0" O.C. AT
MECHANICAL CONDENSING UNIT LOCATIONS (10 TOTAL).
GROUND MOUNTED ELECTRICAL TRANSFORMER, BY OTHERS.
2
3
4
5
6
7
8
9
10
11
12
B
C
D
E
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IF EXISTING CONDITIONS
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.
F
G
H
I
J
ALTERNATE NO. 3:
LOUNGE AREA BUILDING
CONSTRUCTION.
ALTERNATE NO. 1:
CONCRETE PAVING.
13
AutoCAD SHX TextExisting Building 752
AutoCAD SHX TextExisting Footing
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1273.03 8" PVC NW FL Out 1268.27
AutoCAD SHX TextExisting Sanitary Sewer MH Rim 1277.29 8" PVC North FL Out 1272.29 (New)
AutoCAD SHX TextExisting Telephone Vault (Fiber Optic) 4.4' N-S, 6.2' E-W
AutoCAD SHX TextExisting 24" CMP FL 1269.12 FES FL 1268.98
AutoCAD SHX TextExisting Yard grate 12" E-W x 24" N-S 6" PVC North FL 1274.45 4" PVC South FL 1274.04
AutoCAD SHX TextExisting Electric Vault
AutoCAD SHX TextExisting Electric Transformer
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Overhead Electric
AutoCAD SHX TextExisting Underground Electric
AutoCAD SHX TextExisting Sidewalk
AutoCAD SHX TextBuilding 752 FFE = 1276.28 West Door
AutoCAD SHX TextAt the time of this survey (11-20-18) only footing forms existed. No concrete was poured at this time.
AutoCAD SHX TextThis area was under construction at the time of this survey.
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Gravel
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextExisting Concrete
AutoCAD SHX TextSidewalk
AutoCAD SHX TextS
AutoCAD SHX TextTEV
AutoCAD SHX TextGM
AutoCAD SHX TextWV
AutoCAD SHX Text1276
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1275
AutoCAD SHX Text1274
AutoCAD SHX Text1273
AutoCAD SHX Text1274
AutoCAD SHX Text1275
AutoCAD SHX Text1273
AutoCAD SHX Text1272
AutoCAD SHX Text1273
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1278
AutoCAD SHX Text1278
AutoCAD SHX Text1277
AutoCAD SHX Text1276
AutoCAD SHX Text1274
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
-
6
7.?;, s
I
I
r 127j,O EPI/T
I
/
-
1
m 3
J9 5
J9
4
2
I
�
I
� SITE UTILITY PLAN � 1"-20'-0"
GENERAL NOTES
0 REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT PRIOR TO ® ESTABLISHING FINAL FINISH FLOOR ELEVATION. NOTIFY ENGINEER IF EXISTING CONDITIONS REQUIRE REVISED FINISH FLOOR ELEVATION TO PROVIDE PROPER DRAINAGE.
© COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. HANDICAP ACCESSIBLE PARKING AREAS TO SLOPE 2% MAXIMUM IN ALL ® DIRECTIONS. DESIGNATED ACCESSIBLE ROUTES TO SLOPE 5% MAXIMUM IN DIRECTION OF TRAFFIC WITH A 2% MAXIMUM CROSS SLOPE.
A GEOTECHINCAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT. THIS GEOTECHNICAL INVESTIGATION REPORT SHOULD BE CONSIDERED AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. CONTRACTORS WILL BE ® RESPONSIBLE FOR OBTAINING, REVIEWING, AND UNDERSTANDING THE GEOTECHINCAL INVESTIGATION REPORT. CONTRACTORS WILL BE EXPECTED TO FOLLOW THE RECOMMENDATIONS MADE WITHIN THE GEOTECHINCAL INVESTIGATION REPORT, THE REQUIREMENTS OF THE CITY SPECIFICATIONS, AND THE NOTES AND DETAILS OF THE DRAWINGS, WHICHEVER IS MOST STRINGENT.
IF MORE THAN ONE ACRE IS BEING DISTURBED THE CONTRACTOR WILL BE ® RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE PERMIT FROM THE MISSOURI DEPARTMENT OF NATURAL RESOURCES.
KEY NOTES
0 EXISTING WATER LINE0 EXISTING UNDERGROUND ELECTRIC® EXISTING SANITARY SEWER LINE © PAD MOUNTED TRANSFORMER BY LIBERTY UTILITY. ® CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING 6"
STUB OUT FROM FITNESS BUILDING. INSTALL 124 LF OF 6" SEWER LATERAL FROM THE STUB OUT AT THE CLEANOUT WEST OF FITNESS CENTER.
© CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER MAIN. INSTALL 104 LF OF FIRE PROTECTION LINE. COORDINATE WITH LOCAL WATER COMPANY.
h\ CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING
\'_/ WATER MAIN. INSTALL 100 LF OF 2.5" WATER SERVICE LINE. COORDINATE WITHLOCAL WATER COMPANY.
© INSTALL 206 LF OF 2w CONDUIT FOR FIBER OPTICS TO BARRACKS. ® REFER TO GRADING PLAN FOR PIPE. @ PROPOSED UNDERGROUND ELECTRIC TO BE INSTALLED BY LIBERTY UTILITY.
UTILITY OFFICIALS:
WATER: CITY OF NEOSHO 203 E. MAIN ST. NEOSHO, MO 64850 P: (417) 451-8065
ELECTRIC: LIBERTY UTILITIES 1501 INDUSTRIAL DRIVE NEOSHO, MO 64850 CONTACT: BRAD LETT P: (417) 625-6136
GAS: E: [email protected]
SYMBOLS LEGEND
CAUTION:
(�'-, MANHOLE
-
SECTION1
C-501
3/4" = 1'-0"
4"
4"
4"
6"
NOTE:
PROVIDE SAWN CONTROL
JOINTS AT 15'-0" O.C. MAX.
(25% SLAB THICKNESS)
UNLESS OTHERWISE
INDICATED.
CONCRETE PAVEMENT WITH #3'S
AT 24" O.C. EA. WAY
COMPACTED CRUSHED LIMESTONE SUBBASE
COMPACTED SUBGRADE
CONTROL JOINT
4" THICK CONCRETE WITH #3'S AT 18" O.C.
EACH WAY
COMPACTED SUBBASE
COMPACTED SUBGRADE
CONTROL JOINT
NOTE:
PROVIDE TOOLED CONTROL
JOINTS AT 25'-0" O.C. (25%
SLAB THICKNESS) UNLESS
OTHERWISE INDICATED.
20"
20
"
12"
SID
EW
ALK
12'-0" T
O
5"
1
0
"
5"
NOTE:
SYMBOL TO BE PAINTED (HIGHWAY GRADE) OR
DECAL ADHERED TO PAVEMENT. COLOR TO MATCH
STRIPING UNLESS OTHERWISE REQUIRED BY
LOCAL ACCESSIBILITY STANDARDS.
5"
5
"
NOTE:
ALIGN BOTTOM EDGE OF
SYMBOL WITH APPROACH
END OF PARKING SPACE.
5
"
1
8
"
6
"
3'-0"
6"
3'-0"
12"
BOLLARD: 4" DIA. STD.
STEEL. PRIME AND PAINT
(SAFETY YELLOW).
CONCRETE PAVEMENT OR
SIDEWALK, REFER TO SITE
DEVELOPMENT FOR
LOCATION AND TYPE.
CONCRETE FILL
CONCRETE FOOTING
DIAMETER
1'-0"
2'-6" (N
.T
.S
.)
ALUMINUM "ACCESSIBLE PARKING" SIGN
TO COMPLY WITH STATE OF MISSOURI
DESIGN STANDARDS. WHERE NO
STANDARDS, PROVIDE SIGN EQUAL TO
"SETON" NO. L5869S04TEDRAE.
AT ACCESSIBLE PARKING SPACE WITH
RIGHT HAND ACCESSIBLE AISLE
DISCHARGE LOCATIONS, PROVIDE
ALUMINUM "VAN ACCESSIBLE" SIGN
COMPLYING WITH STATE OF MISSOURI
DESIGN STANDARDS. WHERE NO
STANDARDS, PROVIDE SIGN EQUAL TO
"SETON" NO. L6117S01TEDRAE.
PROVIDE ALUMINUM "FINE OR PENALTY"
SIGNAGE COMPLYING WITH STATE OF
MISSOURI DESIGN STANDARDS.
1 1/2" DIA. GALVANIZED PIPE SET
EXTENDING INTO CONCRETE. ATTACH
EACH SIGN TO BOLLARD WITH GALV.
MOUNTING BRACKETS AND BOLTS PER
SIGN MANUFACTURER'S
RECOMMENDATIONS.
FINISH GRADE.
CONCRETE FILL.
RESERVED
PARKING
5'-0" M
IN
IM
UM
C
LE
AR
(N
.T
.S
.) T
O B
OT
TO
M O
F
LO
WE
ST
S
IG
N1
'-6
"
VAN
ACCESSIBLE
6"
$50 TO $300
FINE
6"
6"
6"
COMPACTED CRUSHED LIMESTONE
BASE ROCK
COMPACTED SUBGRADE
VEHICLE GRAVEL CIRCULATION
DOWNSPOUT - SEE EXTERIOR
ELEVATIONS.
EXTERIOR FACE OF WALL.
SEALANT AROUND TOP OF
TRANSITION - COLOR TO MATCH
DOWNSPOUT.
PROVIDE PVC TRANSITION BOOT
WITH CLEANOUT FROM
DOWNSPOUT TO
UNDERGROUND DRAIN PIPE.
BOOT TO BE CORRECTLY SIZED
FOR DOWNSPOUT AND DRAIN
PIPE. INSTALL PER MFR'S
RECOMMENDATIONS.
ROOF DRAINAGE SYSTEM - SEE
PLAN FOR LOCATIONS AND
SIZES.
PAVEMENT, SIDEWALK,
OR FINISH LAWN - REFER
SITE DEVELOPMENT
PLAN.
SLOPE MIN.
1/4 : 12
SECTION2
C-501
3/4" = 1'-0"
CONCRETE PAVING (HEAVY DUTY)
SECTION3
C-501
3/4" = 1'-0"
CONCRETE SIDEWALK
DETAIL4
C-501
NOT TO SCALE
ACCESSIBLE PARKING SYMBOL
DETAIL5
C-501
3/4" = 1'-0"
ACCESSIBLE PARKING SIGN
SECTION7
C-501
3/4" = 1'-0"
STEEL BOLLARD
SECTION6
C-501
1 1/2" = 1'-0"
DOWNSPOUT COLLECTION SYSTEM
1"
8" DIA.
A
GENERAL NOTES
REFER TO 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
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
AutoCAD SHX TextARCHITECTURAL FIRM REGISTRATION NO.: ARC 2004028947
AutoCAD SHX TextSHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.
AutoCAD SHX Text(417) 877-1385 TELEPHONE
AutoCAD SHX TextSPRINGFIELD, MISSOURI 65802
AutoCAD SHX Text3057 EAST CAIRO
AutoCAD SHX Text(417) 877-9736 FAX
-
17
'-10
1 8
"
24'-8
3
4
"
24'-10"
1'-0"
1'-0"
122'-0"
8'-0" 8'-0" 8'-0"
10
'-0
"10
'-0
"10
'-0
"1
0'-0"
10'-0"
10'-0"
BARRACKS (1)
103
A
BARRACKS (2)
105
MECHANICAL
104
SHOWERS
105A
SHOWERS
103A
SHOWERS
107A
BARRACKS (3)
107
CORRIDOR
101
JAN
102
BARRACKS (4)
106
A
AA
A
A
A
A
A
3'-0
"4'-0"
3'-0
"3'-0
"4
'-0"
3'-0
"3'-0
"4'-0"
3'-0"
3'-0"
4'-0"
3'-0"
3'-5"
R.O
.
10
'-0
"
1'-9
1 2
"
3'-5
"
1'-9
1 2
"
10'-0"
3'-5"
R.O
.
10'-0"
10'-0"
7'-0
"10
'-0
"10
'-0
"
67
'-0"
7'-0
"
3'-5"
2'-3
1
2
"
122'-0"
2'-0"
4'-0"
2'-0"
8'-0"
1'-0"
1'-0"
8'-0"
67
'-0"
4'-9
1
2
"4'-9
1
2
"
75'-2
3
8
"
8'-8"
5
5
8
" 5
5
8
" 35'-2
3
8
"
5'-8
5
8
"
5
5
8
"
21'-7
1
2
"3'-4
1
2
"39'-0
1
8
"
10'-8"
7
5 8
"
3'-4
1 2
"12'-6
1
8
"
5
5 8
"
17'-4
1 2
"
24'-10"
17
'-4
1 2
"
5
5
8
"
11'-6
3
8
"
4'-0"
5
5
8
"
57'-10
1
2
"
73'-10
1
2
"
22'-0"
23'-2
1
4
"
5
5
8
"
5
5
8
"
9'-4
"
13
'-10
1 8
"
19'-4"
3'-4
1
2
"
M.O.35'-2"
6'-2"
5
5
8
"
7'-9
1
2
"
3'-4
1
2
"
M.O. 4'-8"
5
5
8
"
18
'-7
3 4
"
3'-4
1 2
"
1'-1
1
1 2
"
5'-4
"
1'-1
1
1 2
"
7'-0"
3'-4
1 2
"
5
5 8
"
8'-8"
13'-8
1
2
"
5'-4"
5'-8
5
8
" 5'-9
7
8
"
5
5
8
"
SHOWER
106A
23
'-2
1 8
"23'-2
1 8
"
10'-0
1 2
"
5'-8"
13'-1
5 8
"7
5 8
"
6'-2
3 8
"
16
'-8
1 8
"
1'-4"
7
5
8
"
6'-4"
7
5
8
"
7
5
8
"
1'-4"6'-8
1
8
"
15'-0
3
8
"7
5
8
"
7
5
8
"
1'-4
"
15
'-1
1
3 4
"
16
'-8
1 8
"
7
5 8
"
13'-0
7
8
"
7
5
8
"
17'-8
1 2
"5
5 8
"5
5 8
"
1'-4"
1
16 5
15
3
4
1
A-405
A
A
A
A
A
8'-0" 8'-0" 8'-0"
2'-0"
4'-0"
2'-0"
8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"
8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"
2'-0"
4'-0"
2'-0"
8'-0"
2'-0"
4'-0"
2'-0"
8'-0"
2'-3
1
2
"
8'-0"
6
6
6
6
6
6
M81
M81
M61M61
C121
M81
M62
M61
M63
M41
M82
M82
M4
1
M82
M41
M62
M81
M81
M8
1
M8
1
M82
M41
M62
M81
M81
M62
M62
M62
M41
M62
M82
M62 M62
M62
M63
M61
M61
M61
M61
M61
M61
M61
M61
M61
M61
M63
M82
M62
M62M62M62
M82
M8
2
M8
1
M8
1
M81
M81
M81
M81
M41
M81
M81
M81
M81
M81
M61
M61
M6
1
M61M61
M81
M81
M81
M4
1
M82
M82
M41
M81
M81
M81
M61
C121
C121
C121
C121
C121
C121
C121
C121
C121
3
A-401
1
A-4
01
2
A-4
01
1
A-402
6
A-401
7
A-401
2
A-4
02
3
A-402
2'-0"
4'-0"
2'-0"
2'-0"
4'-0"
2'-0"
6'-5"
2'-0"
4'-0"
2'-0"
2'-0"
4'-0"
2'-0"
2'-0"
4'-0"
2'-0"
2'-0"
4'-0"
2'-0"
122
103A
101
107C
107A
107B
106A
103C
105C 106B
105A
105B
103B
1'-0"
5
5
8
"
7'-8"
5
5
8
"
2'-4
3
4
"
8"
8"
102
10
10
10
10
7
7
7
7
M
4
1
M82
M41
M64
M64
M41
M4
1
M41
M62
M
4
1
12
1'-9"
TY
P.
12
13
104
141414
1414
11
1
A-201
2
A-2
01
3
A-201
4
A-2
01
9
3
3
9
9
9
9
14
14
8
1
A-301
BUILDING
SECTION
1
A-301
BUILDING
SECTION
2
A-3
01
BU
ILD
IN
G
SE
CT
IO
N
2
A-3
01
BU
ILD
IN
G
SE
CT
IO
N
3
A-3
01
BU
ILD
IN
G
SE
CT
IO
N
3
A-3
01
BU
ILD
IN
G
SE
CT
IO
N
3
A-401
TYPICAL
TYPICAL
15
15
3
2'-9
1 8
"9'-6
7 8
"
5'-0"
23'-2
1 8
"
7
5 8
"
17
'-4
1 2
"
7
5 8
"
7'-4
1 2
"
7
5 8
"
15'-2"
2
5
5 8
"
17'-4
1 2
"
1'-0"
1'-0" 1'-0"
1'-0"
17
9
3'-8
1
4
"
17
'-4
1 2
"
MASONRY WALL (UL DESIGN NO. U905):
-7
5
8
"X7
5
8
"X15
5
8
" CMU WITH HORIZ. REINF. AT
16" O.C., REFER TO STRUCTURAL FOR VERT.
REINF..
-GROUT FILL ALL VOIDS OF BLOCK SOLID.
-REFER TO STRUCTURAL FOR LOCATIONS OF
BOND BEAMS.
-EXTEND ASSEMBLY FROM FLOOR TO
BOTTOM OF ROOF DECK
- (1) HOUR MINIMUM FIRE RATED ASSEMBLY.
-REFER TO DETAIL 5/A-502 FOR TOP OF WALL
CONDITIONS.
-STC RATE MUST BE GREATER THAN 50.
MASONRY WALL:
-7
5
8
"X7
5
8
"X15
5
8
" CMU WALL WITH HORIZ.
REINF. AT 16" O.C., REFER TO STRUCTURAL
FOR VERT. REINF..
-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
6260-8136260013-A-101
FLOOR PLAN
A-10118
VENDING MACHINE LOCATION (BY OTHERS).
DEDICATED RECYCLING CONTAINER (BY OTHERS).
CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.
CONDENSING UNIT, REFER TO MECHANICAL DRAWINGS.
DRINKING FOUNTAIN, REFER TO PLUMBING DRAWINGS.
SHEET METAL DOWNSPOUT, REFER TO ROOF PLAN.
ACCESSIBLE TACTILE "EXIT" SIGN COMPLYING WITH ADA AND
CABO/ANSI A117.1, REFER TO DETAIL 6/A-502 FOR TYPICAL MOUNTING
REQUIREMENTS.
GAS METER - REFER TO PLUMBING DRAWINGS.
SURFACE MOUNTED FIRE EXTINGUISHER. FIRE EXTINGUISHERS
SHALL BE UL LISTED ABC TYPE, MULTIPURPOSE DRY CHEMICAL,
10 LBS. MINIMUM CAPACITY, REFER TO DETAIL 6/A-502 FOR TYPICAL
MOUNTING REQUIREMENTS.
"TORNADO SHELTER" SIGN, REFER TO DETAIL 1/G-101 AND
EXTERIOR ELEVATIONS FOR ADDITIONAL REQUIREMENTS.
8'-0" x 4'-0" x 3/4" FIRE TREATED PLYWOOD TELEPHONE BOARD
MECHANICALLY ATTACHED TO MASONRY WALL. COORDINATE EXACT
LOCATION WITH TELECOMMUNICATION AND DATA CONTRACTOR,
REFER TO ELECTRICAL DRAWINGS.
STEEL BOLLARD, REFER TO CIVIL DRAWINGS.
MOP RACK, REFER TO PLUMBING DRAWINGS.
MECHANICAL WALL OPENING ABOVE, REFER TO EXTERIOR
ELEVATIONS AND MECHANICAL DRAWINGS.
CONCRETE SIDEWALK - OMIT FOR ALTERNATE NO. 3.
FUTURE ICE MACHINE BY OTHERS.
FIRST AID KIT (ANSI Z308.1, CLASS B, TYPE 1 CONTAINER). MOUNT
TOP 48" MAXIMUM ABOVE FINISH FLOOR.
SYMBOLS LEGEND
GENERAL NOTES
KEY NOTES
A
2
1
3
4
5
2
A
DOOR MARK, REFER TO DOOR SCHEDULE,
ON SHEET A-601
KEY NOTE, REFER TO NOTES ON THIS
SHEET
WINDOW MARK, REFER TO WINDOW
SCHEDULE ON SHEET A-601
ROOM MARK
WALL TYPE, REFER TO WALL TYPES ON
THIS SHEET.
BARRACKS (3)
107
6
M81
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).
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
TRUE
NORTH
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
122'-0"
41'-0"
10'-0"
8'-0"50'-0"64'-0"
122'-0"
1'-0"
9'-0"
1'-0"
11'-4"4'-0" 11'-4"4'-0" 11'-4"4'-0" 4'-0"
LOUNGE
100
67
'-0"
10'-0"
10'-0"
10'-0"
10'-0"
3'-0"
4'-0"
3'-0"
3'-0"
4'-0"
3'-0"
10'-0"
10'-0"
1'-0"
3'-0"
4'-0"
3'-0"
3'-0"
4'-0"
10'-0"
51'-0"
67
'-0"
B
B
B
10'-0"10'-0" 10'-0" 10'-0" 10'-0"
4'-0"3'-0" 3'-0" 4'-0"3'-0" 3'-0"
6'-5" (R.O.)
1'-9
3
4
" 1'-9
1
4
"
40'-0"
B
B
B
3'-3
1 2
"
3'-5"
3'-3
1 2
"
C124
C121 C121
C122
C122
C122
C122
C123
C123
6
A-401
7
A-401
2
A-403
1
A-403
3
A-403
1
A-404
2
A-404
3
A-404
10'-0"
3'-0"
10'-0"
100B
100A
1
1
1
1
5
3
2
2
3 5 4
1
A-201.1
2
A-201.1
3
A-201.1
4
A-201.1
6
6
3
A-301
BU
ILD
IN
G
SE
CT
IO
N
3
A-301
BU
IL
DIN
G
SE
CT
IO
N
4
A-301
BUILDING
SECTION
4
A-301
BUILDING
SECTION
C124
41'-0"
(TYPICAL)
(TYPICAL)
7
8
PLAN
NORTH
TRUE
NORTH
CONCRETE WALL:
-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
6260-8136260013-A-101.1
FLOOR PLAN(ALTERNATE NO. 3)
A-101.119
REINFORCED CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.
SHEET METAL DOWNSPOUT SYSTEM TO DISCHARGE ON SIDEWALK,
REFER TO SECTION 3/A-403 AND ROOF PLAN SHEET A-102.1 .
ACCESSIBLE TACTILE "EXIT" SIGN COMPLYING WITH ADA AND
CABO/ANSI A117.1, REFER TO DETAIL 6/A502 FOR TYPICAL MOUNTING
REQUIREMENTS.
ACCESSIBLE TACTILE "OCCUPANCY LOAD (REFER TO CODE
SUMMARY DRAWINGS FOR TORNADO SAFE ROOM, ROOM AND/OR
SPACE OCCUPANT QUANTITY)" SIGN COMPLYING WITH ADA AND
CABO/ANSI A117.1. - REFER TO DETAIL 1/G-101 AND FLOOR PLAN FOR
ADDITIONAL REQUIREMENTS.
SURFACE MOUNTED FIRE EXTINGUISHER. FIRE EXTINGUISHERS
SHALL BE UL LISTED ABC TYPE, MULTIPURPOSE DRY CHEMICAL,
10 LBS. MINIMUM CAPACITY, REFER TO DETAIL 6/A-502 FOR TYPICAL
MOUNTING REQUIREMENTS.
"TORNADO SHELTER ACCESS ROUTE" SIGN, REFER TO DETAIL
2/G-101 AND EXTERIOR ELEVATIONS FOR ADDITIONAL
REQUIREMENTS.
WALL (MECHANICAL DUCT) PENETRATIONS ABOVE, REFER TO
DETAIL 4/A-301 FOR ADDITIONAL INFORMATION (ALTERNATE NO. 3).
CONDENSING UNIT, REFER TO MECHANICAL DRAWINGS.
SYMBOLS LEGEND
GENERAL NOTES
KEY NOTES
A
2
1
3
4
5
2
A
DOOR MARK, REFER TO DOOR SCHEDULE,
ON SHEET A-601
KEY NOTE, SEE NOTES ON THIS SHEET
WINDOW MARK, REFER TO WINDOW
SCHEDULE ON SHEET A-601
ROOM MARK
WALL TYPE, REFER TO WALL TYPES ON
THIS SHEET.
BARRACKS (3)
107
C124
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).
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
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
1
1
1
7
7
7
4
8
H
H
H
H
H
8
2
6
3
A-401
1
A-401
2
A-401
1
A-402
2
A-402
3
A-402
H
H
V V
3
3
5
67'-0
"
122'-0"
5
V
3
T.O.E.N.I.
EL. 0'-3 1/2"
T.O.P.
EL. 116'-9 1/2"
T.O.I.
EL. 115'-6 1/4"
T.O.D.
EL. 115'-0 1/4"
T.O.P.
EL. 116'-9 1/2"
T.O.I.
EL. 115'-6 1/4"
T.O.D.
EL. 115'-0 1/4"
T.O.P.
EL. 116'-9 1/2"
T.O.I.
EL. 114'-2"
T.O.D.
EL. 113'-8"
T.O.P.
EL. 116'-9 1/2"
T.O.I.
EL. 114'-2"
T.O.D.
EL. 113'-8"
PARAPET
HIGH EAVE HEAD WALL
LOW EAVE
PA
RA
PE
T
RA
KE
H
EA
D W
AL
L
PA
RA
PE
T
RA
KE
H
EA
D W
AL
L
PLAN
NORTH
TRUE
NORTH
6274-8136274081-A-102
ROOF PLAN
A-10220
GENERAL NOTES
SYMBOLS LEGEND
S
L
O
P
E
1
/
4
"
:
1
2
DRAINAGE DIRECTION
WITH APPROX. SLOPE IN
in/ft.
SINGLE-PLY ROOFING
SYSTEM (AREA OF
TAPER)
HOT VENT
T.O.D.
EL. 115'-0 1/4"
H
SPOT ELEVATIONS (BENCH MARK REFERENCES AS FOLLOWS):
TOP OF CONCRETE FLOOR (EL. 100'-0")
VENT THROUGH ROOF
V
LOCATION OF
DOWNSPOUT
LIST:
TOP OF CONCRETE DECK
TOP OF INSULATION (COVER BOARD)
TOP OF PARAPET (NAILER)
ABBREVIATION:
T.O.D.
T.O.I.
T.O.P.
A
KEY NOTES
B
C
D
1
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
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
ASSET #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
NATIONAL GUARDMISSOURI ARMY PUBLIC SAFETY
DESIGN & CONSTRUCT
BUILDING60 SOLDIER BARRACKS
890 RAY A CARVER DRIVETRAINING SITECAMP CROWDER
NEOSHO, MISSOURI
T2018-016260
BUILDING # 7548136260013
07/30/2020
BW-APBDWBW-AP
OF 50 SHEETS07/30/2020
Buddy W
ebb &
Com
pany
Architect -
Consultant
AutoCAD SHX TextARCHITECTURAL FIRM REGISTRATION NO.: ARC 2004028947
AutoCAD SHX TextSHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.
AutoCAD SHX Text(417) 877-1385 TELEPHONE
AutoCAD SHX TextSPRINGFIELD, MISSOURI 65802
AutoCAD SHX Text3057 EAST CAIRO
AutoCAD SHX Text(417) 877-9736 FAX
-
1/8" = 1'-0"
ROOF PLAN (ALTERNATE NO. 3)
A-102.1
1
3
3
5
SLOPE = 1/4" : 1'-0"
1
V
A
L
L
E
Y
RIDGE
V
A
L
L
E
Y
V
A
L
L
E
Y
4
SLOPE = 1/4" : 1'-0"
4
V
A
L
L
E