25B2506 DrawingsAsOne.pdf
PDF 24 MB Posted
- Attached to
- P196U Construct Range Operations Facility
- Solicitation number
- N4008525B2506
About this file
This document is a comprehensive set of architectural and engineering drawings for the P-196U Construct Range Operations Facility project at Marine Corps Air Station Cherry Point in North Carolina. The 121-page drawing set includes detailed plans for a new range operations facility with multiple components: a base bid primary building, an ISMT (Indoor Shooting Motion Tracking) addition, a training shelter, and a small MDAS shelter. The facility will encompass approximately 12,929 square feet and is designed to support marine training operations, featuring specialized spaces like a wood shop, classrooms, administrative areas, mechanical rooms, restrooms, and technical training areas.
The drawings provide extensive technical specifications, including structural, mechanical, plumbing, electrical, and fire protection details. Key design elements include a Type II-B construction with masonry and steel framing, standing seam metal roofing, brick veneer exterior, wet pipe sprinkler systems, variable air volume HVAC systems, compressed air systems, and comprehensive fire alarm and notification capabilities. The facility is designed to meet 2021 International Building Code standards, with seismic design category B, wind exposure category B, and a building risk category of II. The project includes multiple bid options that allow for potential expansions or modifications to the base facility design.
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RANGE R
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ACCESS ROAD
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P-196U SITE
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CURRENT RANGE
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RANGES
SATISFACTORY TO
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P-196U
CONSTRUCT RANGE OPERATIONS
FACILITY
MARINE CORPS AIR STATION CHERRY POINT
SCALE: NOT TO SCALE
D1
REGIONAL MAP
N
SCALE: NOT TO SCALE
B1
VICINITY MAP
N
SCALE: 1" = 1/4 STATUTE MILE
A1
BUILDING LOCATION MAP
SCALE: 1" = 1/2 STATUTE MILE
A3
MCAS CHERRY POINT INSTALLATION MAPN N
GRAPHIC SCALE: 1"=1/2 STATUTE MILE
1 MI 0 2 MI1 MI1/2 MI 1 1/2 MI
GRAPHIC SCALE: 1"=1/4 STATUTE MILE
1/2 MI 0 1 MI1/2 MI1/4 MI 3/4 MI
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SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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1 2 3 4 5
1 2 3 4 5
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D A
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X
Y
X = REQUIRED EGRESS CAPACITY (PERSONS)
Y = PROVIDED EGRESS CAPACITY (PERSONS)
ROOM AREA (SF)
OCCUPANT FACTOR (SF/PERSON)
NUMBER OF OCCUPANTS (PERSONS)
SMOKE PARTITION
TRAVEL PATH AND DISTANCE
COMMON PATH OF TRAVEL
DEAD END TRAVEL DISTANCE
KNOX BOX
FIRE ALARM MASS NOTIFICATION CONTROL PANEL
FIRE EXTINGUISHER CABINET
TD = XXFT
CP = XXFT
LIFE SAFETY LEGEND
1,000
XXXXX
XXXX
XXXX
FMCP
K
DE = XXFT
AREA
CLASSROOM 122
WOODSHOP AREA
MECHANICAL 111
ELECTRICAL 112
REMAINING AREA
AIR COMP 132 (BID OPTION)
ELECTRICAL 133 (BID OPTION)
MECHANICAL 131 (BID OPTION)
ISMT DOWN RANGE (BID OPTION)
ISMT LANES (BID OPTION)
REMAINING AREA (BID OPTION)
USE APPROX.
AREA (SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT
LOAD
(PERSONS)
CLASSROOM
MANUFACTURING
MEP
MEP
BUSINESS
MEP
MEP
MEP
MEP
BUSINESS
TOTAL (BASE BID)
TOTAL (BID OPTION)
1,178
4,411
6,745 9,804
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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APPLICABLE BUILDING CODES
USE GROUP/OCCUPANCY
F-1 FACTORY/INDUSTRIAL (IBC 306.1, LSC 6.1.12, 40.1.2.1.1) - ORDINARY HAZARD (LSC 40.1.5) BUSINESS GROUP B (IBC 304.1, LSC 6.1.11.1) - ORDINARY HAZARD (LSC 38.1.5 & 6.2.2.3)
PER IBC, THE BUILDING IS CLASSIFIED AS NONSEPARATED MIXED USE GROUP F-1 AND GROUP B OCCUPANCIES.
PER LSC, THE BUILDING IS CLASSIFIED AS MIXED USE INDUSTRIAL AND BUSINESS OCCUPANCIES.
FIRE PROTECTION SYSTEMS
WET PIPE SPRINKLER SYSTEMS
EMERGENCY VOICE/MASS NOTIFICATION FIRE ALARM SYSTEM.
CONSTRUCTION TYPE
FLOOR LEVEL
REQUIRED EXIT
CAPACITY
AVAILABLE EXIT
CAPACITY
NUMBER OF EXITS
REQUIRED
NUMBER OF EXITS
PROVIDED
FIRST FLOOR
BASE BID
78 2,040 2 12
ALLOWABLE AREA & HEIGHT:
BASED ON SPRINKLERED GROUP F-1//B:
ALLOWABLE AREA (IBC TABLE 506.2): 62,000 SF // 92,000
ALLOWABLE STORIES (IBC TABLE 504.4): 3-STORY // 4-STORY
ALLOWABLE HEIGHT (IBC TBALE 504.3): 75-FT // 75-FT
ACTUAL AREA & HEIGHT:
TOTAL BUILDING FOOTPRINT AREA
BASE BID 6,745 SF
BID OPTION 1 9,804 SF
TOTAL BUILDING HEIGHT 1 STORY/23 FT
TYPE II-B
EXTERIOR WALLS
EXTERIOR FIRE EXPOSURE BASED ON SEPARATION DISTANCE (TYPE II-B)
FIRE SEPARATION DISTANCE (FSD)
< 5 FT
> 5 FT AND < 10 FT
> 10 FT
GROUP F-1
2 - HOUR
1 - HOUR
0 - HOUR
INTERIOR FINISH CLASSIFICATION LIMITS
LIMITS (BASED ON INDUSTRIAL//BUSINESS OCCUPANCY WITH REDUCTION FOR SPRINKLERS)
EXIT (TABLE A10.2.2.) MINIMUM CLASS C // C
EXIST ACCESS CORRIDORS (TABLE A10.2.2.) MINIMUM CLASS C // C
OTHER SPACES (TABLE A10.2.2) MINIMUM CLASS C // C
FLOOR FINISH NO MINIMUM REQUIREMENT
OCCUPANT LOADS
OCCUPANT LOADS (LSC TABLE 7.3.1.2 & UFC 3-600-01 TABLE 10-1)
MANUFACTURING USE 200 SQ. FT/PERSON
BUSINESS USE 150 SQ. FT/PERSON
CLASSROOM 200 SQ.FT/PERSON
MEP USE 500 SQ.FT/PERSON
* THE OCCUPANT LOAD FOR THE SHOOTING LANE AREA OF THE ISMT IS BASED ON TWO SHOOTERS PER LANE AND ONE INSTRUCTOR PER TRAINING MODULE. TWO TRAINING MODULES WITH 5 LANES EACH IS PROVIDED.
TRAVEL DISTANCE (LSC TABLE A.7.6)
COMMON PATH OF TRAVEL INDUSTRIAL//BUSINESS: 100 FT // 100 FT
TOTAL TRAVEL DISTANCE INDUSTRIAL//BUSINESS: 250 FT // 300 FT
DEAD END CORRIDOR INDUSTRIAL//BUSINESS: 50 FT // 50 FT
CAPACITY OF EXITS (LSC TABLE 7.3.3.1)
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
NUMBER OF EXITS (LCS 7.4)
2 FOR OCCUPANT LOAD ≤ 500, 3 FOR OCCUPANT LOAD > 500 AND ≤ 1,000.
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
(IBC TABLE 601, TYPE II-B CONSTRUCTION)
PRIMARY STRUCTRUAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0 HR
PRIMARY STRUCTURAL FRAME SUPPORTING A ROOF ONLY 0 HR
BEARING WALLS, INTERIOR & EXTERIOR 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION (SECONDARY MEMBERS ONLY) 0 HR
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
IBC INTERNATIONAL BUILDING CODE 2021
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 1 SEPTEMBER 2022
UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 6 MAY 2021
UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, JANUARY 2010
NFPA 10 PORTABLE FIRE EXTINGUISHERS 2021
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2022
NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2021
NFPA 33 SPRAY APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS 2021
NFPA 70 NATIONAL ELECTRIC CODE 2020
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022
NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEM 2021
NFPA 101 LIFE SAFETY CODE (LSC) 2021
NFPA 400 HAZARDOUS MATERIALS CODE 2022
THERE IS A DISTANCE OF AT LEAST 20-FT BETWEEN THE BUILDING AND ANY OTHER STRUCTURES ON ALL SIDES. THIS PROVIDES A FSD OF AT LEAST 10-FT FROM THE ADJACENT BUILDINGS TO AN IMAGIANRY LOT LINE AND AT LEAST 10-FT FROM THE IMAGINARY LOTE LINE TO THE BUILDING; THEREFORE, THERE IS NO FIRE RESISTANCE RATING REQUIRED ON THE EXTERIOR WALLS BASED ON THE FSD SINCE ALL ADJACENT STRUCTURES ARE TYPE II-B CONSTRUCTION.
ADDITIONAL LIFE SAFETY CRITERIA
ALL MEANS OF EGRESS ARE REQUIRED TO BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 40.2.8).
EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 40.2.9.1).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2 (LSC 40.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE
NOT PERMITTED (UFC 3-600-01 10-2.2).
FIRE EXTINGUISHERS MUST BE PROVIDED IN BUSINESS OCCUPANCIES AND LOCATED IN ACCORDANCE WITH NFPA 10 (LSC 38.3.5).
FIRST FLOOR
BID OPTION 1
110 3,230 2 17
GROUP B
1 - HOUR
1 - HOUR
0 - HOUR
INTERIOR FIRE RESISTANCE REQUIREMENTS
ROOM
WOODSHOP
REQUIRED SEPARATION
SMOKE PARTITION (LSC 38.3.2.1)
OTHER STRUCTURES IN PROJECT
MDAS SHELTER (BASE BID):
NO FIRE PROTECTION SYSTEMS ARE REQUIRED
TRAINING SHELTER (BID OPTION 2):
NO FIRE PROTECTION SYSTEMS ARE REQUIRED
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SHEET NOTES:
1. OVERALL BUILDING AREA IS WITHIN IBC LIMIT WITHOUT
FRONTAGE INCREASE.
KEY NOTES:
1. EXIT DISCHARGE PATH
2. WALL MOUNTED FIRE DEPARTMENT CONNECTION
3. FIRE HYDRANT
4. POST INDICATOR VALVE
5. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO
FACILITY
6. FIRE DEPARTMENT ACCESS ROAD
7. KNOX BOX
REF.
BASE BID
MAXIMUM DIAGONAL 130' - 9
"B
A S
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ID
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' - 0
1,178
CP = 40 FT
F M
C P
BASE BIDBID OPTION 1
BID OPTION 1
MAXIMUM DIAGONAL 196' - 9"
CORRIDOR
CORRIDOR
AIR COMP
RANGE
OIC
RANGE
NCOIC
TOOLS
CORRIDOR
SPRINKLER
JAN
COMM
MECHANICAL
111ELECTRICAL
WOOD SHOP
CORRIDOR
ICE
CORRIDOR
WOMEN
MEN
CLASSROOM
RANGE
MANAGER
OPEN OFFICE
RANGE
CONTROLLERS
JAN
MEN
WOMEN
ISMT
COMM
ISMT STG
ELECTRICAL
CORRIDOR
AIR COMP
132 MECHANICAL
FILES
RANGE
ADMIN
EQUIP
TD = 107 FT
D E
F
T
TD = 83 FT
TRAINER SPACES/LANES
(10 TOTAL)
ACCOMODATES 20
SHOOTERS & 2
INSTRUCTORS
22 OCCUPANTS
DOWN RANGE AREA
(680 SF)
500 SF/PERSON
2 OCCUPANTS
BID OPTION 1
EXIT REMOTENESS = 70' - 10"
4,248
BASE BID ONLY
GRAPHIC SCALE: 1/8"=1'-0"
8' 0 4' 8' 16'
N
SCALE: 1/8" = 1'-0"
A1
LIFE SAFETY FLOOR PLAN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
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SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
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1 2 3 4 5
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
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C R
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TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
C-001
12883060
Digitally signed by John K Avolis
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
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FA
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IN
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IN
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AN
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DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
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NA
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L
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N -N
OR
FO
LK
,V
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IN
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C O
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PS
AI
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ST
AT
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N
C H
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
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S
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IN
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IN
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SY
ST
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C O
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
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T R
AN
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PE
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N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
C-002
12883061
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
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Y N
AV
AL
FA
C
IL
IT
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EN
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IN
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
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IN
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C O
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PS
AI
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ST
AT
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N
C H
ER
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
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S
C O
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LA
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TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
U C
T R
AN
G
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PE
R
AT
IO
N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
CD100
JKA MSP JKA
TN
PN
12883062
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
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N
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Y N
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AL
FA
C
IL
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IN
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IN
G C
O M
M
AN
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DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
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N -N
OR
FO
LK
,V
A
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IN
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C O
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PS
AI
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ST
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N
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
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IN
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SY
ST
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S
C O
M M
AN
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ID
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LA
N
TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
U C
T R
AN
G
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PE
R
AT
IO
N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
CD101
TN
PN
12883063
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
FA
C
IL
IT
IE
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EN
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IN
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
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AR
IN
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C O
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PS
AI
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ST
AT
IO
N
C H
ER
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
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S
C O
M M
AN
D
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ID
AT
LA
N
TI
C
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
U C
T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
TN
PN
CS100
SI
TE
PL
AN
-N
EW
W O
R K
12883064
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
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C O
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PS
AI
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ST
AT
IO
N
C H
ER
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
EE
R
IN
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SY
ST
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S
C O
M M
AN
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ID
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LA
N
TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
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T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
CS101
TN
PN
EN
LA
R G
ED
SI
TE
LA
YO
U
T
PL
AN
12883065
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
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C O
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PS
AI
R
ST
AT
IO
N
C H
ER
R
Y
PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
SY
ST
EM
S
C O
M M
AN
D
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ID
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LA
N
TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
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T R
AN
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PE
R
AT
IO
N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
CG101
TN
PN
EN
LA
R G
ED
SI
TE
G
R
AD
IN
G
PL
AN
12883066
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
E
C O
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PS
AI
R
ST
AT
IO
N
C H
ER
R
Y
PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
SY
ST
EM
S
C O
M M
AN
D
M
ID
AT
LA
N
TI
C
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
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T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
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OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
CU101
TN
PN
EN
LA
R G
ED
SI
TE
U
TI
LI
TY
PL
AN
12883067
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
E
C O
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PS
AI
R
ST
AT
IO
N
C H
ER
R
Y
PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
EM
S
C O
M M
AN
D
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ID
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LA
N
TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
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T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
JKA MSP JKA
CU102
TN
PN
EN
LA
R G
ED
SI
TE
U
TI
LI
TY
PL
AN
12883068
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
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R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
E
C O
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PS
AI
R
ST
AT
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N
C H
ER
R
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
EM
S
C O
M M
AN
D
M
ID
AT
LA
N
TI
C
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
U C
T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
D
ET
AI
LS
JKA MSP JKA
CS501
12883069
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
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C O
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PS
AI
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ST
AT
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N
C H
ER
R
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PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
EM
S
C O
M M
AN
D
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ID
AT
LA
N
TI
C
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
U C
T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
D
ET
AI
LS
JKA MSP JKA
CS502
CENTER AISLE
ON CURB
RAMP-WHITE
12883070
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
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C O
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PS
AI
R
ST
AT
IO
N
C H
ER
R
Y
PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
EM
S
C O
M M
AN
D
M
ID
AT
LA
N
TI
C
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
R
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T R
AN
G
E O
PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
D
ET
AI
LS
JKA MSP JKA
CS503
12883071
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T
M
AR
IN
E
NA
VA
L
ST
AT
IO
N -N
OR
FO
LK
,V
A
M
AR
IN
E
C O
R
PS
AI
R
ST
AT
IO
N
C H
ER
R
Y
PO
IN
T, N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
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SY
ST
EM
S
C O
M M
AN
D
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ID
AT
LA
N
TI
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NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
P-
6U C
O N
ST
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T R
AN
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PE
R
AT
IO
N S
FA
C
IL
IT
Y
OF 121
1715336
PROJ: 22037
AS INDICATED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
7290158
D
ET
AI
LS
JKA MSP JKA
CG501
12883072
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
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ACTIVITY
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SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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A
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DRAWFORM REVISION: 10 MARCH 2009
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12883074
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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DRAWFORM REVISION: 10 MARCH 2009
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12883075
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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DRAWFORM REVISION: 10 MARCH 2009
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ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STATION PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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DESIGN CRITERIA
1. BUILDING CODES............................2018 IBC "INTERNATIONAL BUILDING CODE"
UFC 1-200-01, CHANGE 1, 1 OCT 2020 "GENERAL BUILDING REQUIREMENTS"
UFC 3-301-01, CHANGE 1, 4 FEBRUARY 2022 "STRUCTURAL ENGINEERING"
UFC 4-010-01, CHANGE 1, 19 AUGUST 2020 "MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS"
2. BUILDING RISK CATEGORY......................................................................................... II
3. SUPERIMPOSED DEAD LOADS:
a) ROOF..................................................................................................... 20 PSF
4. DESIGN LIVE LOADS:
a) ROOF...................................................................................................... 20 PSF
b) FLOOR (OFFICE)................................................50 PSF + 15PSF PARTITIONS
c) FLOOR......................(LOBBIES AND FIRST FLOOR CORRIDORS) = 100 PSF
d) MECHANICAL/ELECTRICAL ROOMS..................................................125 PSF
5. SNOW:
a) GROUND SNOW LOAD ....................................................................... 10 PSF
b) FLAT ROOF SNOW LOAD.................................................................... 10 PSF
c) SNOW EXPOSURE FACTOR, Ce .............................................................. 1.0
d) IMPORTANCE FACTOR, Is ....................................................................... 1.0
e) THERMAL FACTOR, Ct .............................................................................. 1.0
6. WIND
a) ULTIMATE WIND SPEED .................................................................. 139 MPH
b) NOMINAL WIND SPEED.................................................................... 108 MPH
c) WIND EXPOSURE CATEGORY...................................................................... B
d) INTERNAL PRESSURE COEFFICIENT ..................................................... 0.18
e) ROOF COMPONENTS AND CLADDING ........... SEE TABLE ON SHEET S001
f) WALL COMPONENTS AND CLADDING ........... SEE TABLE ON SHEET S001
g) WIND BASE SHEAR (ULTIMATE)....................................... Vx = 10K, Vy = 35K
7. SEISMIC:
a) SITE CLASS .................................................................................................. D
b) IMPORTANCE FACTOR, Ie ........................................................................ 1.0
c) MAPPED SPECTRAL RESPONSE ACCELERATION, Ss ................... 0.095 G
d) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, ..... 0.048 G
e) SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS ........ 0.102 G
f) ONE SEC PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1...... 0.077 G
g) SEISMIC RESPONSE COEFFICIENT, Cs .............................................. 0.034
h) RESPONSE MODIFICATION FACTOR, R................................................... 2.0
i) SEISMIC DESIGN CATEGORY ................................................................... B
j) BASIC SEISMIC FORCE RESISTING SYSTEM .... ORDINARY REINFORCED
MASONRY SHEAR WALLS
k) ANALYSIS PROCEDURE ............................ EQUIVALENT LATERAL FORCE
l) SEISMIC BASE SHEAR ..................................................................... V = 30 K
A A
ZONE 45 5
3 2 3 3 2 3
3 2 3 3 2 3
Z O
Z O
Z O
N E
Z O
R O
O F
COMPONENTS & CLADDING NEW DESIGN WIND PRESSURE (ULTIMATE)
ZONE
EFFECTIVE
WIND
AREA
(+) PRESSURE
(PSF)
(-) PRESSURE
(PSF)
1 10 21 -34
1 20 20 -33
1 50 17 -32
1 100 15 -31
2 10 21 -58
2 20 20 -54
2 50 17 -48
2 100 15 -43
3 10 21 -86
3 20 20 -80
3 50 17 -73
3 100 15 -68
4 10 37 -40
4 20 35 -38
4 50 33 -36
4 100 31 -34
4 500 28 -31
5 10 37 -49
5 20 35 -46
5 50 33 -41
5 100 31 -38
5 500 28 -31
W A L L S
WALLS
ROOF
COMPONENTS & CLADDING PRESSURE (PSF)
DESIGN BASIS: SYMBOLS:
SHOP DRAWINGS/SUBMITTALS:ABBREVIATIONS:
ParallelPAR.
CONT Continuous
Double Degree Demolish, Demolition
Centered Counter Sink
Depressed
Existing
Electric, Electrical
Each Face
Elevation Edge Nail
Equipment
Expansion Joint
Drawing
Diameter Diagonal Dimension
Drag Truss
Face of Steel (Studs)
Face Of
Far Side
Face of Masonry
Field Nail Floor, Flooring
Foundation
Face of Concrete
Existing
Exterior Expansion
Each Way
Finish, Finished
Finished Floor Finish Grade
Floor Joist
Future
Header Hanger
Height
Gusset
Heating/Ventilation/ Air Conditioning
Hold Down
Horizontal High Point
Grade Beam
Grade, Grading Glued Laminated Girder Truss
Footing
Each Side
Laminated Length, Angle
Include
Inside Diameter
Information
Interior Insulated
FTG
INT.
JST
L
LAM
JT. Joint Joist
HT
H.P.
HORIZ
H.V.A.C
IN
I.D.
INCL
INFO
INS
Inch
GA
GD
G.B.
FUT.
GLB
G.T.
HD
HGR
HDR
GUSS.
Gauge
Equal
F.J.
FLR
F.N.
FND
F.S.
F.O.
F.O.C.
F.O.S.
F.O.M.
FT. Feet
EQ.
EQPT.
EXP.
E.W.
F.F.
F.G.
FIN
EXT.
EXIST'G
E.S.
DO
DWG
DWL
D.T.
E.F.
E.J.
E.N.
ELV
ELEC
EA.
Dowel
Each
CSK
DBL
DEG
DEP
DEM
CTR'D
DIA
DIM
DIAG
Ditto
Pounds per Cubic Foot
Plate, Property Line
Precast Concrete
Pounds per Square Foot Pounds per Square Inch
Revision, Revised
Pressure Treated
R.,RAD.
Return
Rafters Roof
Required Reinforcement Reference
RFT.
RF.
REF.
RET.
REQ.
REINF.
REV.
Plywood Panel
Penetration
Radius
PLY.
PNL.
P.T.
P.S.I.
P.S.F.
PENT.
P.C.C.
P.C.F.
PL.
American Concrete Institute
Air Conditioning Anchor Bolt
Bottom Bottom of Footing
Above Finished Floor
American Society for Testing Materials
American Plywood Institute
Between
Blocking
Boundry Nail
Adjacent
Architect
Alternate Aluminum
Concrete Masonry Unit
Control Joint / Ceiling Joist
Connection Construction
Ceiling
Cast-in-Place
Concrete
Channel
ARCH.
C.J.
CLG
COL
CLR
CONC
CMU
C.I.P.
CONST
CONN
C
Column
Clear
A.S.T.M.
B.N.
BM
BLW.
BETWN.
BLK.
BOTT
B.O.F.
BLKG
Beam
Below
Block
A/C A.B.
A.C.I.
AL.
ADJ.
ALT.
A.P.A.
A.F.F.
Long Leg Horizontal
Mount, Mounted, Mounting
Manufacture, Manufacturer
Long Leg Vertical
Opposite Hand, Overhead Outside Diameter
MaximumMAX
Number Nominal
Opening
On Center Not To Scale
Not In Contract
Near Side
North
O.D.
O.C.
N.T.S.
OPNG
O.H.
NOM
N.S.
N.I.C.
NO.
N.
Minimum
Medium
Metal
Mezzanine
Miscellaneous Masonry Opening
Machine Bolt
Mechanical
MFR
MIN
MISC
M.O.
MTL
MT.
MECH
M.B.
MEZZ
MED
Long Pound
Live Load
Louver Masonry
Low Point
L.L.H.
L.P.
LVR
MAS
L.L.V.
L.L.
LG
LB
(E)
P PlateL
Unless Otherwise Noted Unless Noted Otherwise
Welded Wire Mesh Welded Wire Fabric WeightWT.
W.W.M.
W.W.F.
Vapor Barrier Vertical
Without
West Wood
Water Proof Working Point
With
W/O W.P.
W.PT.
W.
WD.
V.B.
U.O.N.
VERT.
U.N.O.
W/
Toe Nail
Typical Tube Steel Top of Wall
Top of Beam
Top of Steel Top of Parapet Top of Footing Top of Concrete
T.O.S.
T.S.
TYP.
T.O.W
T.N.
T.O.B.
T.O.P.
T.O.F.
T.O.C.
Sheet Metal Screw Specification(s)
Thick, Thickness
R.T. Roof Truss
S.S. Stainless Steel
Steel Structural
Stiffener Standard
Tongue & Groove Top & Bottom Symmetrical Suspended
Top of Curb
SYM
THK
T.C.
T&G T&B
STL.
STD.
STRUCT
STIFF.
SUSP.
South Schedule Section
Similar Sheet
Square
Separation
SHT.
SIM.
SPEC.
S.M.S.
SQ.
SEC.
SEP.
SCHED.
S.
Room
Rough Sawn Rough Opening
R.S.
R.O.
RM.
International Building CodeIBC
Seismic Lateral Resisting SystemSLRS
GalvanizedGAL
Grade BeamGB
Masonry Control JointMCJ
Pre-Engineered Metal BuildingPEMB.
Powder Acuated FastenersP.A.F.
1.
2.
3.
4.
5.
S-XXX
A1
A1
S-XXX
A1
S-XXX
GRID LINES - CENTER LINE
DETAIL NO.
ELEVATION NO.
SECTION NO.
SECTION
ELEVATION
DETAIL BUBBLE
GRID NO.
GRID LINES - F.O. STUD/WALL
GRID NO.
SHEET NO. WHERE
SECTION IS SHOWN
SHEET NO. WHERE
ELEVATION IS SHOWN
SHEET NO. WHERE
DETAIL IS SHOWN
STEEL REINFORCING LISTS AND QUANTITIES AND LENGTH
OF ALL MATERIALS WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO ASSURE COMPLIANCE WITH THE PLANS.
THE ENGINEER WILL NOT REVIEW THESE ITEMS.
TWO SETS OF SHOP DRAWINGS WILL BE SUBMITTED AT
LEAST TWO WEEKS PRIOR TO THE SCHEDULED FABRICATION
DATE. THE SUBMITTAL PACKAGE WILL CONSIST OF ONE
BOND SET AND ONE REPRODUCIBLE SET. THE REPRODUCIBLE
SET CLEARLY MARKED WITH ANY COMMENTS WILL BE RETURNED
TO THE CONTRACTOR AND THE BOND SET WILL BE RETAINED FOR
OUR OFFICE RECORDS. ANY ADDITIONAL COPIES REQUIRED FOR
DISTRIBUTION MUST BE MADE BY THE CONTRACTOR FROM THE
REPRODUCIBLE SET.
REPRODUCTION OF THESE STRUCTURAL DRAWINGS IS
PROHIBITED FOR THE PURPOSE OF PREPARING SHOP
DRAWINGS. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE
INDEPENDENTLY CREATED DRAWINGS BASED ON THE
INFORMATION SHOWN IN THE CONTRACT DOCUMENTS.
a.
b.
c.
CONCRETE MIX DESIGNS
CONCRETE REINF. LAYOUT
PRE-ENGINEERED BUILDING
PRIOR TO FABRICATION SUBMIT AS A MINIMUM THE FOLLOWING
SHOP SUBMITTALS TO THE ARCHITECT/ENGINEER FOR REVIEW
AND COMMENT:
REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER
IS FOR THE PURPOSE OF GENERAL COMPLIANCE WITH THE
CONTRACT DOCUMENTS. ALL ERRORS IN DETAILING, FABRICATION,
AND CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING
COORDINATION WITH OTHER TRADES ARE THE RESPONSIBILITY OF
THE CONTRACTOR. SHOP DRAWING SUBMITTALS PROCESSED BY
THE ENGINEER DO NOT CONSTITUTE CHANGE ORDERS. ANY
PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL
TO THE ARCHITECT/ENGINEER FOR APPROVAL.
d. STRUCTURAL STEEL AND JOISTS
S Y
M D
E S
C R
IP
T
IO
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D A
T E
A P
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
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G S
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T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
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A N
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/5
/2
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P
M
S T
R U
C T
U R
A L
N O
T E
S
S-002
1715336
12883079
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
C2
S-201
A2
S-201
/4
/8
/8
187' - 11 1/4"
53' - 3 1/4" 16' - 8 3/4" 117' - 11 1/4" 14' - 8 3/8"
( -1' - 4" )
( -1' - 4" )
( -1' - 4" )
( -1' - 4" )
-1
( -1' - 4" )
-1
-1
( -4' - 0" )
-4
A
B
BASE
BID
BID
OPTION 1
1 2
C
/8
55' - 7 5/8" 10' - 8" 51' - 7 5/8"
HSS4X4X3/8
HSS4X4X3/8
HSS
4X
4X 3/
8HSS4X4X3/8
F3
F3
F3F3 ( -1' - 4" ) ( -1' - 4" )
( -1' - 4" )
( -1' - 4" )
A2
S-201
A2
S-201
A2
S-201
A2
S-201
A2
S-201
A2
S-201
SHADED AREAS TO RECEIVE
DEPRESSED SLAB,
MAINTAIN 4" SLAB
THICKNESS (F.F.E. = -2'-8")
C2
S-201
SS
SS
-1
C1
S-201
C1
S-201
AREA TO RECEIVE
RAISED ACCESS
FLOOR SYSTEM
/8
F.F.E. = +0'-0"
F.F.E. = +0'-0"
/4
A2
S-201
A2
S-201
A4
S-201
A2
S-201
A2
S-201
A4
S-201
A4
S-201
A4
S-201
A2
S-201
A4
S-201
A4
S-201
A2
S-201
A2
S-201
S
S
S
S
S
S
S
S
S
S
S
S
S
S
( -1' - 4" )
S
S ( -1' - 4" )
STEP FOOTING DOWN
AT UTILITES AS REQD. -
SEE TYP. DETAIL
STEP FOOTING DOWN
AT UTILITES AS REQD. -
SEE TYP. DETAIL
STEP FOOTING DOWN
AT UTILITES AS REQD. -
SEE TYP. DETAIL
STEP FOOTING DOWN
AT UTILITES AS REQD. -
SEE TYP. DETAIL
D3
S-101
11' - 8"
TYP.
FFE
SEE PLAN
EXTERIOR SLAB OR GRADE -
SEE CIVIL DWGS.
CONC. SLAB ON GRADE -
SEE PLAN NOTES
2' - 0"
(3) #5 CONT. BOTT
#5 @ 2'-0" O.C.
BRICK - SEE
ARCH. DWGS.
6" METAL STUD
WALL @ 1'-4" O.C.
EXTERIOR SHEATHING -
ATTACH PER TYPICAL DETAIL
/4
PEMB COLUMN BY
BUILDING MANUFACTURER
0' - 5"
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
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M
F O
U N
D A
T
IO
N P
L A
N
S-101
1715336
12883080
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
SCALE: 1/8" = 1'-0"
A3
FOUNDATION PLAN
FOUNDATION PLAN NOTES:
1. ENTIRE AREA TO RECEIVE 4" CONCRETE SLAB ON GRADE REINFORCED WITH 4 X 4 - W2.9 X W2.9
WELDED WIRE REINFORCING, UNLESS NOTED OTHERWISE. WELDED WIRE TO BE PROVIDED IN
SHEETS, NOT ROLLS. SLAB TO BEAR ON 4" OF COMPACTED, POROUS FILL. PROVIDE MINIMUM 10
MIL REINFORCED VAPOR BARRIER BETWEEN SLAB AND POROUS FILL.
2. CJ (CONSTRUCTION OR CONTROL JOINTS - CONTRACTOR'S OPTION) TO BE SPACED AT 12'-0" O.C.
MAX. EACH WAY. SEE TYPICAL DETAIL.
3. MARKS SHOWN THUS (-X'-XX") INDICATE TOP OF FOOTING BELOW FINISHED FIRST FLOOR
ELEVATION. CONTRACTOR MUST COORDINATE TOP OF FOOTING ELEVATIONS WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL DRAWINGS. THE STRUCTURAL
ENGINEER MUST BE NOTIFIED OF CONFLICTS OR DISCREPANCIES IN TOP OF FOOTING ELEVATIONS.
4. CONTRACTOR MUST COORDINATE WITH SITE DRAWINGS AND PROVIDE FOOTING STEPS AS
REQUIRED. SEE TYPICAL DETAIL.
5. REFERENCE FINISH SLAB ELEVATION TO BE 0'-0", UNLESS NOTED THUS (-__'-__") ON PLAN. SEE
CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION.
6. SEE TYPICAL CONSTRUCTION DETAILS ON SHEETS S-501, S-502.
7. SEE GENERAL NOTES ON SHEETS S-001, S-002.
GRAPHIC SCALE: 1/8"=1'-0"
8' 0 4' 8' 16'
N
SCALE: 1/8" = 1'-0"
D1
FOUNDATION PLAN - MDAS SHELTER
SCALE: 3/4" = 1'-0"
D3
SECTION
BASE BID
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
A1
S-201
A
B
/4
/8
/8
187' - 11 1/4"
53' - 3 1/4" 16' - 8 3/4" 117' - 11 1/4" 14' - 8 3/8"
1 2
C
/8
55' - 7 5/8" 10' - 8" 51' - 7 5/8"
ROOF JOISTS @
5'-0" O.C. MAX
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
END ROOF
JOIST, TYP
A1
S-201
A1
S-201
A1
S-201
A1
S-201
A1
S-201
OUTRIGGER, TYP.
C4
S-201
T/WALL = 14' - 0"
T/WALL = 14' - 0"
T/WALL = 14' - 0"T/WALL = 10' - 8"
T/WALL = 10' - 8"
T/WALL = 14' - 0"
T/WALL = 14' - 0"
T/WALL = 14' - 0"
T/WALL = 14' - 0"
TYP
C4
S-201
TYP
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
HIP
HIP
HIP
HIP
HIP
HIP
V A
LLE
Y
V A
LL
E Y
GABLE ROOF
JOISTS, TYP.
/8
W X
W X
W10X15
+ 11' - 8"
W10X15
+ 14' - 0 3/8"
W X
/8
W10X15
+ 14' - 0 3/8"
BASE
BID
BID
OPTION 1
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
G A B L E R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
HIP
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
HIP
ROOF JOISTS @
5'-0" O.C. MAX
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
LIGHT-GAUGE
METAL OVERBUILD
5'-0" O.C. MAX.
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
HIP
HIP
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
S T E P D
O W
N R
O O
F J
O
IS
T
ROOF JOISTS @
5'-0" O.C. MAX
PROVIDE 3/16"x4"x4" BENT
PLATE ALONG ALL RIDGES
AND HIPS FOR DECK
ATTACHMENT - SEE A1/S-301
PROVIDE 3/16"x4"x4" BENT
PLATE ALONG ALL RIDGES
AND HIPS FOR DECK
ATTACHMENT - SEE A1/S-301
/8
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
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.r v t
/5
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:5 :2
P
M
R O
O F
F R
A M
IN
G
P L
A N
S-102
1715336
12883081
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
SCALE: 1/8" = 1'-0"
A2
ROOF FRAMING PLAN ROOF FRAMING PLAN NOTES:
1. ENTIRE AREA TO RECEIVE 1 1/2", 20 GAGE, TYPE B, GALVANIZED METAL
ROOF DECK, UNLESS NOTED OTHERWISE. SEE TYPICAL ROOF DECK
ATTACHMENT DETAIL ON SHEET S-501.
2. MARKS SHOWN THUS (+ XX'-XX") INDICATE TOP OF STEEL ELEVATION
ABOVE FINISH FIRST FLOOR REFERENCE ELEVATION, 0'-00".
3. ► ON PLAN INDICATES A MOMENT CONNECTION. SEE TYPICAL DETAIL.
4. SEE ELEVATION ON SHEET S-301 FOR TYPICAL GABLE ROOF JOIST.
5. SEE TYPICAL CONSTRUCTION DETAILS ON SHEETS S-501, S-502.
6. SEE GENERAL NOTES ON SHEETS S-001, S-002.
GRAPHIC SCALE: 1/8"=1'-0"
8' 0 4' 8' 16'
N
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
T.B
T.A
T.1 T.2 T.3
E .O
.S
E .O
.S
E.O.S.
8"
24' - 4" 24' - 4" E.O.S.
8"
CJ
15' - 0" 20' - 0" 15' - 0"
CJ
CJ
C J
C J
C3
S-103
( -2' - 0" )( -2' - 0" ) ( -2' - 0" )
( -2' - 0" )( -2' - 0" )( -2' - 0" )
C3
S-103
C3
S-103
F8F8
F8 F9 F8
3' - 8 5/8"
/8
/4
C4
S-103
TYP
A4
S-103
A3
S-103
48' - 8"
F9
FFE
SEE PLAN
EXTERIOR SLAB
OR GRADE - SEE
CIVIL DWGS.
CONC. SLAB ON
GRADE - SEE
PLAN NOTES
SEE PLAN
E.O.S.
(3) #5 CONT. BOTT
#5 @ 2'-0" O.C.
2' - 0"
FFE
SEE PLAN
EXTERIOR SLAB
OR GRADE - SEE
CIVIL DWGS.
CONC. SLAB ON
GRADE - SEE
PLAN NOTES
SEE PLAN
E.O.S.
2' - 6"
PEMB COLUMN BY
BUILDING
MANUFACTURER
(3) #5 CONT. BOTT
#5 @ 2'-0" O.C.
BASE PLATE AND ANCHOR RODS
BY BUILDING MANUFACTURER -
SEE SCHEDULE FOR ANCHOR
ROD EMBEDMENT
COLUMN
FOOTING -
SEE SCHEDULE
(4) #6 DOWELS @
COLUMN - SEE SCHEDULE
FOR HOOK @ BOTT.
CONC. SLAB ON GRADE -
SEE PLAN NOTES
BRICK - SEE
ARCH. DWGS.
(3) #4 CONT. LONG.
#5 @ 16" O.C. TRANS.
TOP/SLAB
SEE PLAN
#5 VERT. @ 2'-0" O.C. -
GROUT FILL CELLS @
REINF. W/ 3000 PSI
PEA GRAVEL GROUT
DOWEL @ EA. VERT. - MATCH
SIZE @ SEE SCHED. FOR LAP
@ TOP & HOOK @ BOTT.
8" CMU - SEE ARCH. DWGS.
2' - 0"
0' - 6"
0' - 6"
1' - 4"
0' - 6"
FFE
SEE PLAN
EXTERIOR SLAB
OR GRADE - SEE
CIVIL DWGS.
CONC. SLAB ON GRADE -
SEE PLAN NOTES
SEE PLAN
E.O.S.
2' - 0"
(3) #5 CONT. BOTT
#5 @ 2'-0" O.C.
BRICK - SEE
ARCH. DWGS.
#5 VERT. @ 2'-0" O.C. -
GROUT FILL CELLS @
REINF. W/ 3000 PSI
PEA GRAVEL GROUT
DOWEL @ EA. VERT. - MATCH
SIZE @ SEE SCHED. FOR LAP
@ TOP & HOOK @ BOTT.
8" CMU - SEE ARCH. DWGS.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
S -D
A N
IE
L
S \D o c u m e n ts \P
-1
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R a n g e O p s S
T R v lg g e lo
.r v t
/5
/2
:5 :2
P
M
F O
U N
D A
T
IO
N P
L A
N
T R
A
IN
IN
G
S H
E L
T E
R
S-103
1715336
12883082
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
SCALE: 1/8" = 1'-0"
B1
FOUNDATION PLAN - TRAINING AREA
FOUNDATION PLAN NOTES:
1. ENTIRE AREA TO RECEIVE 6" CONCRETE SLAB ON GRADE REINFORCED WITH #3 BARS @ 1'-0" O.C.
CENTERED IN SLAB, UNLESS NOTED OTHERWISE. SLAB TO BEAR ON 4" OF COMPACTED, POROUS FILL.
PROVIDE MINIMUM 10 MIL REINFORCED VAPOR BARRIER BETWEEN SLAB AND POROUS FILL.
2. CJ (CONSTRUCTION OR CONTROL JOINTS - CONTRACTOR'S OPTION) TO BE PLACED AS INDICATED ON
PLAN. SEE TYPICAL DETAIL.
3. F_ ON PLAN INDICATES A COLUMN FOOTING. SEE TYPICAL DETAIL AND SCHEDULE ON SHEET S-502.
4. MARKS SHOWN THUS (-X'-XX") INDICATE TOP OF FOOTING BELOW FINISHED FIRST FLOOR ELEVATION.
CONTRACTOR MUST COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL DRAWINGS. THE STRUCTURAL ENGINEER MUST BE NOTIFIED OF
CONFLICTS OR DISCREPANCIES IN TOP OF FOOTING ELEVATIONS.
5. CONTRACTOR MUST COORDINATE WITH SITE DRAWINGS AND PROVIDE FOOTING STEPS AS REQUIRED.
SEE TYPICAL DETAIL.
6. REFERENCE FINISH SLAB ELEVATION TO BE 0'-0", UNLESS NOTED THUS (-__'-__") ON PLAN. SEE CIVIL
DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION.
7. SEE TYPICAL CONSTRUCTION DETAILS ON SHEETS S-501, S-502.
8. SEE GENERAL NOTES ON SHEETS S-001, S-002.
FOUNDATION DESIGN IS BASED ON
ESTIMATED COLUMN REACTIONS.
FOUNDATIONS TO BE VERIFIED UPON
RECEIPT OF COLUMN BASE REACTIONS
FROM BUILDING MANUFACTURER.
SCALE: 3/4" = 1'-0"
C3
SECTION
SCALE: 3/4" = 1'-0"
C4
SECTION
SCALE: 3/4" = 1'-0"
A4
SECTION
GRAPHIC SCALE: 1/8"=1'-0"
8' 0 4' 8' 16'
N
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"
A3
SECTION
BID OPTION 2
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
CONC. SLAB ON GRADE -
SEE PLAN NOTES
BRICK - SEE
ARCH. DWGS.
EXTERIOR SLAB OR
GRADE - SEE ARCH.
& CIVIL DWGS.
(3) #4 CONT. LONG.
#5 @ 16" O.C. TRANS.
TOP / FTG.
SEE PLAN
TOP/SLAB
SEE PLAN
#5 VERT. @ 2'-0" O.C. -
GROUT FILL CELLS @
REINF. W/ 3000 PSI
PEA GRAVEL GROUT
1/2" PREMOLDED
EXPANSION JOINT (TYP.)
DOWEL @ EA. VERT. - MATCH
SIZE @ SEE SCHED. FOR LAP
@ TOP & HOOK @ BOTT.
8" CMU - SEE ARCH. DWGS.
4" 1' - 4" 4"
2' - 0"
CONC. SLAB ON GRADE -
SEE PLAN NOTES
EXTERIOR SLAB - SEE
ARCH. & CIVIL DWGS.
(3) #4 CONT. LONG.
#5 @ 16" O.C. TRANS.
TOP / FTG.
SEE PLAN
TOP/SLAB
SEE PLAN
#5 DOWEL @ 2'-0" O.C. - GROUT
FILL CELLS @ REINF. W/ 3000
PSI PEA GRAVEL GROUT
8" CMU - SEE ARCH. DWGS.
DOOR OR CURTAINWALL -
SEE ARCH.
2' - 0" 0' - 4"
(1) #4 x M.O.
BRICK - SEE
ARCH. DWGS. SEE FOUND. SECTION
FOR REINF.
8" CMU - SEE
ARCH. DWGS.
CONT. 8" CMU BOND
BEAM W/ (2)#5 @ BOTT.
& 3000 PSI GROUT
T/WALL
SEE PLAN
JOIST -
SEE PLAN
METAL ROOF DECK -
SEE PLAN NOTES
ROOFING & INSULATION -
SEE ARCH.
BEARING PL 3/8"x6"x12"
W/ (2) 3/4"x6" HEADED
STUDS @ EA. JOIST
CONT. 1/4"x6"x4"
(LLV) BENT PL
1/4 2' - 0"
SOFFIT - SEE ARCH.
BLOCKING -
SEE ARCH.
WORKPOINT
SHEAR WALL CONNECTION PER
TYPICAL DETAIL ON SHEET S-502
T.O.S.
SEE PLAN
BEAM - SEE PLAN
JOIST - SEE PLAN
METAL ROOF DECK -
SEE PLAN NOTES
ROOFING & INSULATION -
SEE ARCH.
CONT. 1/4"x6"x4"
(LLV) BENT PL
1/4
SOFFIT - SEE ARCH.
BLOCKING -
SEE ARCH.
WORKPOINT
METAL WALL
PANEL - SEE ARCH. CEILING -
SEE ARCH.
CONC. SLAB ON GRADE -
SEE PLAN NOTES
BRICK - SEE
ARCH. DWGS.
EXTERIOR SLAB OR
GRADE - SEE ARCH.
& CIVIL DWGS.
(3) #4 CONT. LONG.
#5 @ 16" O.C. TRANS.
TOP / FTG.
SEE PLAN
TOP/SLAB
SEE PLAN
#5 VERT. @ 2'-0" O.C. -
GROUT FILL CELLS @
REINF. W/ 3000 PSI
PEA GRAVEL GROUT
1/2" PREMOLDED
EXPANSION JOINT (TYP.)
DOWEL @ EA. VERT. - MATCH
SIZE @ SEE SCHED. FOR LAP
@ TOP & HOOK @ BOTT.
8" CMU - SEE
ARCH. DWGS.
4" 1' - 4" 4"
2' - 0"
FILL ALL CELLS BELOW GRADE w/
3000 PSI PEA GRAVEL GROUT
CONC. SLAB ON GRADE -
SEE PLAN NOTES
(3) #4 CONT. LONG.
#5 @ 16" O.C. TRANS.
TOP / FTG.
SEE PLAN
TOP/SLAB
SEE PLAN
#5 VERT. @ 2'-0" O.C. -
GROUT FILL CELLS @
REINF. W/ 3000 PSI
PEA GRAVEL GROUT
1/2" PREMOLDED
EXPANSION JOINT (TYP.)
DOWEL @ EA. VERT. - MATCH
SIZE @ SEE SCHED. FOR LAP
@ TOP & HOOK @ BOTT.
8" CMU - SEE ARCH. DWGS.
EQ.
2' - 0"
FILL ALL CELLS BELOW GRADE w/
3000 PSI PEA GRAVEL GROUT
CONC. SLAB ON GRADE -
SEE PLAN NOTES
1/2" PREMOLDED
EXPANSION JOINT (TYP.)
TOP / SLAB
SEE PLAN
EQ.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
S -D
A N
IE
L
S \D o c u m e n ts \P
-1
U
R a n g e O p s S
T R v lg g e lo
.r v t
/5
/2
:5 :2
P
M
S E
C T
IO
N
S
S-201
1715336
12883083
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
SCALE: 3/4" = 1'-0"
A4
SECTION
SCALE: 3/4" = 1'-0"
A2
SECTION
SCALE: 3/4" = 1'-0"
A1
SECTION
SCALE: 3/4" = 1'-0"
C4
SECTION
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"
C2
SECTION
SCALE: 3/4" = 1'-0"
C1
SECTION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
T/WALL
SEE PLAN
AT LOCATIONS WHERE ROOF STRUCTURE IS EXPOSED TO
FLOOR BELOW, JOIST BOTTOM CHORDS SHALL BE DESIGNED
FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 LBS. SEE
ARCHITECTURAL DRAWINGS FOR REQUIRED LOCATIONS.
ROOF LOADS:
TL/LL = 200/100 PLF
SEE PLAN
TYPICAL BENT PLATE ALONG HIPS,
VALLEYS AND RIDGES - SEE A1/S-301
JOIST DESIGN NOTES
1. JOIST MANUFACTURER MUST SUBMIT JOIST SHOP DRAWINGS
AND CALCULATIONS SEALED BY A REGISTERED PROFESSIONAL
ENGINEER APPROVAL PRIOR TO CONSTRUCTION.
2. JOIST WEB CONFIGURATION IS AT JOIST DESIGNER'S OPTION,
SUBJECT TO A/E VERIFICATION.
3. JOIST SUPPLIER WILL COORDINATE ALL HVAC/PLUMBING
PENETRATIONS AND ADJUST JOIST WEB CONFIGURATION AS
REQUIRED.
4. PROVIDE BRACING/BRIDGING REQUIRED FOR BOTTOM CHORD
STABILITY OF JOISTS.
5. SEE PLANS AND SECTIONS FOR ALL WORK POINTS AND
ELEVATIONS.
6. SEE GENERAL NOTES ON SHEETS S-001 & S-002
CONT. 20 GA.
BENT PLATE
CONT. 3/16"x4"x4"
BENT PLATE ALONG ALL
RIDGES AND HIPS
METAL ROOF DECK
- SEE PLAN NOTES
3/16
TYP.
ROOF JOIST
TOP CHORD
#12 SELF-TAPPING SCREWS
@ 1'-0" O.C (TYP.)
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
S -D
A N
IE
L
S \D o c u m e n ts \P
-1
U
R a n g e O p s S
T R v lg g e lo
.r v t
/5
/2
:5 :2
P
M
E L
E V
A T
IO
N
S
S-301
1715336
12883084
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 1/4" = 1'-0"
A4
GABLE ROOF JOIST ELEVATION
SCALE: 1" = 1'-0"
A1
BENT PLATE @ HIPS, VALLEYS & RIDGES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
S -D
A N
IE
L
S \D o c u m e n ts \P
-1
U
R a n g e O p s S
T R v lg g e lo
.r v t
/5
/2
:5 :2
P
M
G E
N E
R A
L C
O N
S T
R U
C T
IO
N
D E
T A
IL
S
S-501
1715336
12883085
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
04.07.2023
C U s e rs
\l u c a s .K
A Y
D O
S -D
A N
IE
L
S \D o c u m e n ts \P
-1
U
R a n g e O p s S
T R v lg g e lo
.r v t
/5
/2
:5 :2
P
M
G E
N E
R A
L C
O N
S T
R U
C T
IO
N
D E
T A
IL
S
S-502
1715336
12883086
LGG SAM LGG
7290158
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
DRAWING TAG
NORTH ARROW
EXTERIOR ELEVATION TAG
INTERIOR ELEVATION TAG
SECTION TAG
BUILDING SECTION TAG
DETAIL TAG
COLUMN GRID
DEMOLITION KEYNOTE TAG
CONSTRUCTION KEYNOTE TAG
ELEVATION BENCHMARK
WALL TYPE TAG
WINDOW TAG
DOOR TAG
ROOM NAME TAG
DIMENSIONS
XX
DETAIL/SECTION/ELEVATION TITLE
SCALE: X" = 1'-0"
A
Room Name
A-101
XX
XX
XXXX
101A
0 '- 0"
ELEV
LOCATION COORDINATE
DETAIL TITLE
SCALE
PROJECT NORTH
TRUE NORTH
LOCATION COORDINATE
SHEET IDENTIFICATIONA-101
SHEET IDENTIFICATION
LOCATION COORDINATE
TYPICAL
LOCATION COORDINATE
SHEET IDENTIFICATIONA-101
A-101
A-101
LOCATION COORDINATE
TYPICAL
SHEET IDENTIFICATION
TYPICAL
LOCATION COORDINATE
SHEET IDENTIFICATION
COLUMN GRID NUMBER IDENTIFICATION
COLUMN GRID LETTER IDENTIFICATION
X
KEYNOTE NUMBER
KEYNOTE NUMBER
ELEVATION DIMENSION
ELEVATION DESCRIPTION
WALL TYPE IDENTIFIER
WINDOW TYPE IDENTIFIER
DOOR NUMBER
ROOM NAME
ROOM NUMBER
DIMENSIONED (WALL, FRAME, ETC.)
FACE OF ELEMENT BEING
DIMENSIONED (WALL, FRAME, ETC.)
CENTERLINE OF ELEMENT BEING
A-101
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. NO.:
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 10 MARCH 2009
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
AS INDICATED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
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N T
IC
S p ro je c ts
\2
\2
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ID
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P
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D e s ig n \2
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A
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H
.r v t
/6
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:4
A
M
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N D
A N
D A
B B
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V
IA
T
IO
N S
A-001
1715336
12882087
7290158
07 APR 2023
P -1
U
C O
N S
T R
U C
T R
A N
G E
O P
E R
A T
IO
N
S F
A C
IL
IT
Y
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
ACAIR CONDITIONING
AB ANCHOR BOLT
ADA AMERICANS WITH DISABILITIES ACT
ABA ARCHITECTURAL BARRIERS ACT
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ALT ALTERNATE
ATC ACOUSTICAL TILE CEILING
AUX AUXILIARY
BD BOARD
BLDG BUILDING
BL BUILDING LINE
BRG BEARING
CFM CUBIC FEET PER MINUTE
CI CURB INLET / CAST IRON
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CM CENTIMETER
COL COLUMN
CONC CONCRETE
CPT CARPET
CY CUBIC YARD
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DL DEAD LOAD
DN DOWN
DS DOWNSPOUT
DWG DRAWING
EA EACH / EXHAUST AIR
EJ EXPANSION JOINT
EJ/CJ EXPANSION JOINT & CONTROL JOINT
ELEV ELEVATION, ELEVATOR
ELEC ELECTRIC(AL)
EQ EQUAL
EQUP EQUIPMENT
EW EACH WAY
EX EXHAUST
EXT…
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