N4008521B0036 Dwgs.pdf
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- Attached to
- P1594 Repair by Replacement RR1
- Solicitation number
- N4008524R2708
About this file
The provided document appears to be a set of drawings (N4008521B0036 Dwgs.pdf) related to a federal contract opportunity with Solicitation Number N4008524R2708, titled "P1594 Repair by Replacement RR1".
This is a Solicitation for a project under the responsibility of the Department of the Navy Naval Facilities Engineering Command. The Solicitation is only open to IDQC MACC Contractors listed on the General Requirements cover page. The Scope of Work and any applicable drawings are attached to the Solicitation. No further details about the required products or services, response dates, award dates, pricing terms, set asides, or incumbents are provided in the given information.
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| File | Type | Posted |
|---|---|---|
| Amend 0008.pdf | ||
| Amend 0007.pdf | ||
| Amend 0006.pdf | ||
| Amend 0005.pdf | ||
| Amend 0004.pdf | ||
| Amend 0003 Cont Pages.pdf | ||
| Amend 0003.pdf | ||
| Amend 0002.pdf | ||
| Amend 0001.pdf | ||
| N4008521B0036 Specs.pdf | ||
| 21-0036 FFE Binder.pdf | ||
| 21-0036 SID Binder.pdf | ||
| 21-0036 AppendixD.pdf | ||
| 21-0036 DM-NEPA LE22021.PDF | ||
| RFP 21-0036.pdf |
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MCB CAMP LEJEUNE
ATLANTIC OCEAN
ATLANTIC OCEAN
NEW RIVER
NEW RIVER
P-1594 SITE
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
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27 APR 2023
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P-1594
BUILDING RR1
REPAIR BY REPLACEMENT
ARCHITECT
MBF ARCHITECTS, P.A.
317-C POLLOCK STREET
NEW BERN, NC 28560
CIVIL
AVOLIS ENGINEERING, PA
2405 MORTON ROAD
NEW BERN NC 28560
LANDSCAPE
AVOLIS ENGINEERING, PA
2405 MORTON ROAD
NEW BERN NC 28560
GEOTECHNICAL
ECS SOUTHEAST, LLP
6714 NETHERLANDS DRIVE
WILMINGTON, NC 28405
LIFE SAFETY
JENSEN HUGHES
4445 CORPORATION LANE, SUITE 211
VIRGINIA BEACH, VA 23455
STRUCTURAL
KAYDOS-DANIELS ENGINEERS, PLLC
400-201 WEST MORGAN STREET
RALEIGH, NC 27603
COMPREHENSIVE INTERIOR DESIGN
WITHIN INTERIOR DESIGN, INC.
1008 GRANBY STREET
NORFOLK, VA 23510
FIRE ALARM /FIRE PROTECTION
JENSEN HUGHES
4445 CORPORATION LANE, SUITE 211
VIRGINIA BEACH, VA 23455
PLUMBING / MECHANICAL / ELECTRICAL
CRENSHAW CONSULTING ENGINEERS
3516 BUSH STREET, SUITE 200
RALEIGH, NC 27609
REGIONAL MAP
VICINITY MAP
SITE MAP
PROJECT LOCATION
N
N
N
TELECOMMUNICATIONS
CRENSHAW CONSULTING ENGINEERS
3516 BUSH STREET, SUITE 200
RALEIGH, NC 27609
LIGHTNING PROTECTION
CRENSHAW CONSULTING ENGINEERS
3516 BUSH STREET, SUITE 200
RALEIGH, NC 27609
DESIGN TEAM
RENDERING
INDEX OF DRAWINGS
MARINE CORPS BASE CAMP LEJEUNE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
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27 APR 2023
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UFC 1-200-01 DOD BUILDING CODE; 1 SEPTEMBER 2022
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES; 6 MAY 2021
UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION; JANUARY 2010
UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS; 12 APRIL 2021
IBC INTERNATIONAL BUILDING CODE; 2021
NFPA 10 PORTABLE FIRE EXTINGUISHERS; 2022
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS; 2022
NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICES MAINS AND THEIR APPURTENANCES; 2022
NFPA 70 NATIONAL ELECTRICAL CODE (NEC); 2023
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE; 2022
NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS; 2021
NFPA 101 LIFE SAFETY CODE (LSC); 2021
AREA USE/OCCUPANCY
APPROX.
AREA (SF)
OCCUPANT
LOAD FACTOR
(SF/PERSON)
OCCUPANT
LOAD
(PERSONS)
FIRST FLOOR
11,151 149TOTAL
FLOOR LEVEL
REQUIRED EXIT
CAPACITY
AVAILABLE EXIT
CAPACITY
NUMBER OF
EXITS REQUIRED
NUMBER OF
EXITS PROVIDED
FIRST FLOOR 821,530149
FIRE SEPARATION DISTANCE (FSD)
FSD < 10-FT
ROOM REQUIRED SEPARATION
STAIRWAYS/UTILITY SHAFTS 1-HOUR (LSC 28.2.2.1.2 & 28.3.1.1.3)
GROUP R-1
TYPE II-B
1-HR
B BUSINESS (IBC 304.1) / BUSINESS (LSC 6.1.11.1) - ORDINARY HAZARD (38.1.5)
R-1 DORMITORY-TRANSIENT (IBC 310.2) / DORMITORY (LSC 6.1.8.1.4) - ORDINARY HAZARD (LSC 28.1.5.1)
WET PIPE SPRINKLER SYSTEM
EMERGENCY VOICE FIRE ALARM & MASS NOTIFICATION SYSTEM
BUILDING RR1 TYPE II-B
BASED ON R-1 TYPE II-B MULTISTORY SPRINKLERED BUILDING
ALLOWABLE AREA (IBC TABLE 506.2): 48,000-SF
ALLOWABLE STORIES (IBC TABLE 504.4): 5-STORIES
ALLOWABLE HEIGHT (IBC TABLE 504.3): 75-FT
TOTAL FOOTPRINT FLOOR AREA 14,012-SF
TOTAL BUILDING HEIGHT 2-STORIES/35-FT
(IBC TABLE 601, TYPE II-B CONSTRUCTION)
STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR
BEARING WALLS, EXTERIOR 0-HR
BEARING WALLS, INTERIOR 0-HR
NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE
THERE IS A DISTANCE OF AT LEAST 40-FT BETWEEN BUILDING RR1 AND ANY OTHER STRUCTURES ON ALL SIDES. THIS PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 30-FT FROM THE ADJACENT BUILDING TO AN IMAGINARY LOT LINE AND AT LEAST 10-FT FROM THE IMAGINARY LOT LINE TO BUILDING RR1; THEREFORE, THERE IS NO FIRE RESISTANCE RATING REQUIRED ON THE EXTERIOR WALLS BASED ON
FIRE SEPARATION DISTANCE.
LIMITS (BASED ON DORMITORY OCCUPANCY WITH PERMITTED REDUCTION FOR SPRINKLERS):
EXITS (LSC TABLE A.10.2.2) MINIMUM CLASS B
EXIT ACCESS CORRIDORS (LSC TABLE A.10.2.2) MINIMUM CLASS C
OTHER SPACES (LSC TABLE A.10.2.2) MINIMUM CLASS C
OCCUPANT LOADS (LSC TABLE 7.3.1.2)
SLEEPING ROOMS COUNT
ASSEMBLY (LESS CONCENTRATED) 15-SF/PERSON
BUSINESS 150-SF/PERSON
RESIDENTIAL 200-SF/PERSON
MEP/STORAGE 500-SF/PERSON
COMMON PATH OF TRAVEL (LSC TABLE A.7.6): 50-FT
COMMON PATH FROM MECHANICAL ROOMS (LSC 7.12.1(1)(a)): 100-FT
DEAD END CORRIDOR (LSC TABLE A.7.6): 50-FT
TRAVEL DISTANCE WITHIN ROOM (LSC 28.2.6.2): 125-FT
TRAVEL DISTANCE FROM ROOM DOOR(LSC 28.2.6.3.3.1): 200-FT
TOTAL TRAVEL DISTANCE (LSC TABLE A.7.6): 325-FT
CAPACITY OF EXITS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2-IN/PERSON
STAIRWAYS (WIDTH/PERSON) 0.3-IN/PERSON
NUMBER OF EXITS (LSC 7.4)
2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500
MEANS OF EGRESS MUST BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 28.2.8). ARTIFICIAL LIGHTING IS REQUIRED AT LOCATIONS AND
TIMES NECESSARY TO MAINTAIN ADEQUATE ILLUMINATION (LSC 7.8.1.2.1).
EMERGENCY LIGHTING SYSTEMS MUST PROVIDE IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 28.2.9).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 2-5.2 (LSC 28.2.10). 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 2-5.2).
FIRE EXTINGUISHERS MUST BE PROVIDED AND LCOATED IN ACCORDANCE WITH NFPA 10.
REMAINING RESIDENTIAL AREAS 12200RESIDENTIAL
FSD > 10-FT 0-HR
1-HOUR (LSC TABLE 28.3.2.2.2)LAUNDRIES
OFFICES 506 3150BUSINESS
SQUAD BAY 112 1,296 22COUNTRESIDENTIAL
WAITING 326 2215ASSEMBLY
SQUAD BAY 109 1,576 28COUNTRESIDENTIAL
UTILITY SPACES
2,348
4500MEP
1/2-HOUR (LSC 28.3.7.2)SLEEPING ROOMS
1/2-HOUR (LSC 28.3.6.1.3)CORRIDORS
1-HOUR (LSC TABLE 28.3.2.2.2)BOILER OR FUEL-FIRED EQUIPMENT ROOMS
SQUAD BAY 125 1,714 30COUNTRESIDENTIAL
SQUAD BAY 127 1,576 28COUNTRESIDENTIAL
1,779
STORAGE 0500STORAGE 275
SECOND FLOOR
11,562 148TOTAL -
REMAINING RESIDENTIAL AREAS 13200RESIDENTIAL
OFFICE 218 1150BUSINESS
SQUAD BAY 209 1,714 30COUNTRESIDENTIAL
SQUAD BAY 207 1,576 28COUNTRESIDENTIAL
UTILITY SPACES
2,644
2500MEP
SQUAD BAY 216 977 16COUNTRESIDENTIAL
SQUAD BAY 222 1,714 30COUNTRESIDENTIAL
1,026
STORAGE 0500STORAGE 117
SQUAD BAY 224 1,576 28COUNTRESIDENTIAL
SECOND FLOOR 721,015148
APPLICABLE BUILDING CODES
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
CONSTRUCTION TYPE
ALLOWABLE AREA & HEIGHT
ACTUAL AREA & HEIGHT
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
EXTERIOR WALLS
INTERIOR FIRE RESISTANCE REQUIREMENTS
INTERIOR FINISH CLASSIFICATION
TRAVEL DISTANCES
CAPACITY OF EXITS
ADDITIONAL LIFE SAFETY CRITERIA
MEANS OF EGRESS
X
Y
FIRE EXTINGUISHER CABINET
X = REQUIRED EGRESS CAPACITY (PERSONS)
Y = PROVIDED EGRESS CAPACITY (PERSONS)
NUMBER OF OCCUPANTS (PERSONS)
TOTAL TRAVEL DISTANCE
TRAVEL DISTANCE FROM ROOM
TRAVEL DISTANCE WITHIN ROOM
COMMON PATH OF TRAVEL
DEAD END CORRIDOR
SMOKE BARRIER
1/2-HR FIRE BARRIER
1-HR FIRE BARRIER
KNOX BOX
TD = XX-FT
CP = XX-FT
LIFE SAFETY LEGEND
DEC = XX-FT
xx
RT = XX-FT
TR = XX-FT
K
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
27 APR 2023
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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A V
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FINAL SUBMITTAL
60038047
APF AHE AJW
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0 20' 40'
IPL
RR1
RISER
FMCP
FDC
FH
FH
FH
30-FT
RR2
CODE COMPLIANCE SITE PLAN
A1
HL - 238-FT
HL - 294-FT
SCALE: 1" = 20'-0"
NOTES:
FDC - FIRE DEPARTMENT CONNECTION
FH - FIRE HYDRANT
FMCP - FIRE ALARM/MASS NOTIFICATION CONTROL PANEL
PIV - POST INDICATOR VALVE
RISER - SPRINKLER RISER
HL - HOSE LAY DISTANCE
IPL- IMAGINARY PROPERTY LINE
30-FT - MINIMUM 30-FT FIRE SEPARATION DISTANCE
30'
10'
139-FTPIV
K Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
27 APR 2023
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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T A T
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N
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FINAL SUBMITTAL
60038048
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HOT MECH
STG
CORRIDOR
CORRIDOR
STG
SOUTH STAIR
COMM
OFFICE
STG
106 NORTH STAIR
LAUNDRY
SHOWER
HEAD
HEAD
SHOWER
CORRIDOR
MECH
SQUAD BAY
SQUAD BAY
SQUAD BAY
SPRINKLER
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CORRIDOR
SQUAD BAY
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OFFICE
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STG
JAN
28 28
CP = 45-FT
R T
-F
T
CP = 50-FT
D E
C
-F
T
TD = 86-FT TD = 86-FT
KEY NOTES
1.
2.
THE CEILING OF THE STORAGE MUST BE A 1-HR FIRE BARRIER.
PROVIDE KNOX BOX. COORDINATE KNOX BOX REQUIREMENTS WITH
CONTRACTING OFFICER AND FIRE DEPARTMENT PRIOR TO
PURCHASING AND INSTALLING.
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
27 APR 2023
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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IN
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B A
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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A C
IL
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IN
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APF AHE AJW
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GRAPHIC SCALE: 3/32"=1'-0"
12' 0 6' 12' 24'
SCALE: 3/32" = 1'-0"
A3
FIRST FLOOR LIFE SAFETY PLAN
N
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
CORRIDOR
CORRIDOR
SOUTH STAIR
OFFICE
STG
NORTH STAIR
LAUNDRY
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212HEAD
HEAD
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CORRIDOR
MECH
SQUAD BAY
SQUAD BAY
SQUAD BAY
SQUAD BAY
MECH
208CORRIDOR
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JAN
STG
MECH
ELECT
28 28
R T
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T
CP = 50-FT
TD = 103-FT
D E
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1 1
KEY NOTES
1.
2.
3.
THE FLOOR OF THE SQUAD BAY MUST BE A 1/2-HR FIRE BARRIER.
THE FLOOR OF THE LAUNDRY ROOM MUST BE A 1-HR FIRE BARRIER.
THE FLOOR BETWEEN SQUAD BAY 216 AND HOT MECH 119 MUST BE A
1-HR FIRE BARRIER.
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
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IN
IA
P R O F
E
SSIONAL EN
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IN
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27 APR 2023
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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D
D E
P A
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A V
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IN
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DRAWFORM REVISION: 10 MARCH 2009
IP
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A R
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T A T
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N
N O
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L K V A
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IN
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P S
B A
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C A
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N A
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P
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IF
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GI102
FINAL SUBMITTAL
60038050
APF AHE AJW
P -1
B U
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IN
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A
IR
B Y
R E
P L
A C
E M
E N
T
GRAPHIC SCALE: 3/32"=1'-0"
12' 0 6' 12' 24'
SCALE: 3/32" = 1'-0"
A3
SECOND FLOOR LIFE SAFETY PLAN
N
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:
CONSTR. CONTR. 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
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O F
TH
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FA
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IL
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IN
G C
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DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
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159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
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60038051
Digitally signed by John K Avolis
TN
PN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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D
D
EP
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DRAWFORM REVISION: 10 MARCH 2009
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D
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FA
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IL
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IE
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EN
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IN
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SY
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S
C O
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D
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ID
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LA
N
TI
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AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SI
TE
PL
AN
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XI
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IN
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D
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N
S
AN
D D
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OF
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SY
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D
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AP
PR
60038052
T
PN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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O F
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N
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FA
C
IL
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IE
S
EN
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IN
EE
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
AT
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N
-N
OR
FO
LK
,V A
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AR
IN
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PS
BA
SE
C
AM
P
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JE
U
N E, 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
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AN
D
M
ID
AT
LA
N
TI
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AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
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C R
IP
TI
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D
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AP
PR
SI
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LA
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PL
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OF
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P-
BU
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D
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EP
AI
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BY
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LA
C
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EN
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60038053
PN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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O F
TH
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N
AV
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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
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
AT
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N
-N
OR
FO
LK
,V A
M
AR
IN
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C O
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PS
BA
SE
C
AM
P
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JE
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N E, 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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AN
D
M
ID
AT
LA
N
TI
C
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
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C R
IP
TI
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D
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AP
PR
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PL
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OF
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P-
BU
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D
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EP
AI
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BY
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EP
LA
C
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EN
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60038054
PN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
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N
-N
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FO
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IN
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PS
BA
SE
C
AM
P
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JE
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
EE
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IN
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SY
ST
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S
C O
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AN
D
M
ID
AT
LA
N
TI
C
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
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C R
IP
TI
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D
AT
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AP
PR
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N
S
AN
D
FI
N
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H C
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CG102
OF
JKA MSP JCA
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P-
BU
IL
D
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R R
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EP
AI
R
BY
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EP
LA
C
EM
EN
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60038055
PN
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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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
EE
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IN
G C
O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
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L
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N
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IN
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PS
BA
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AM
P
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
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FA
C
IL
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IE
S
EN
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IN
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IN
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SY
ST
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S
C O
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AN
D
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ID
AT
LA
N
TI
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AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
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C R
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D
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AP
PR
SI
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PL
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OF
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P-
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D
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LA
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60038056
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
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A
B
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D
D
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EN
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O F
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N
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AV
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FA
C
IL
IT
IE
S
EN
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IN
EE
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IN
G C
O M
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AN
D
DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
AT
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N
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FO
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BA
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AM
P
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
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IN
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IN
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SY
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C O
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AN
D
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LA
N
TI
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159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
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C R
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AP
PR
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60038057
CENTER AISLE
ON CURB
RAMP-WHITE
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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N
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FA
C
IL
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O M
M
AN
D
DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
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N
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IN
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BA
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AM
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BRANCH MANAGER
CHIEF ENG/ARCH
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N
AV
AL
FA
C
IL
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S
EN
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IN
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IN
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SY
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S
C O
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AN
D
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LA
N
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159NEW BERN, NC 28561
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P.O. BOX 15564
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60038058
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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O F
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AL
FA
C
IL
IT
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S
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IN
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AN
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DRAWFORM REVISION: 10 MARCH 2009
DE
SI
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TI
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(D
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NA
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N
AV
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FA
C
IL
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EN
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SY
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S
C O
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AN
D
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ID
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LA
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159NEW BERN, NC 28561
PH.(252) 633-0068
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SY
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PR
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60038059
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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O F
TH
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N
AV
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AV
AL
FA
C
IL
IT
IE
S
EN
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IN
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IN
G C
O M
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AN
D
DRAWFORM REVISION: 10 MARCH 2009
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
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NA
VA
L
ST
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N
-N
OR
FO
LK
,V A
M
AR
IN
E
C O
R
PS
BA
SE
C
AM
P
LE
JE
U
N E, 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
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
ET
AI
LS
CG501
OF
JKA MSP JCA
RKS
P-
BU
IL
D
IN
G
R R
R
EP
AI
R
BY
R
EP
LA
C
EM
EN
T
60038060
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
RE
NA
VA
L
ST
AT
IO
N
-N
OR
FO
LK
,V A
M
AR
IN
E
C O
R
PS
BA
SE
C
AM
P
LE
JE
U
N E, 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
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
ER
O
SI
O N
C O
N
TR
O L
N O
TE
S
CG502
OF
JKA MSP JCA
RKS
P-
BU
IL
D
IN
G
R R
R
EP
AI
R
BY
R
EP
LA
C
EM
EN
T
60038061
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
RE
NA
VA
L
ST
AT
IO
N
-N
OR
FO
LK
,V A
M
AR
IN
E
C O
R
PS
BA
SE
C
AM
P
LE
JE
U
N E, 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
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
ET
AI
LS
CU501
OF
JKA MSP JCA
RKS
P-
BU
IL
D
IN
G
R R
R
EP
AI
R
BY
R
EP
LA
C
EM
EN
T
60038062
PN
ELEVATION
PLAN
DR
IP
LIN
E
DR
IP
LIN
E
FE
ED
ER
RO
OT
ZO
NE
FE
ED
ER
RO
OT
ZO
NE
FEEDER ROOT ZONE
ROOT PROTECTION ZONE (DRIPLINE)
CRITICAL ROOT ZONE
TRUNK
ROOT (TYP.)
FENCE
FENCEFENCE
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
DE
SI
GN
AN
D
CO
NS
TR
UC
TI
ON
(D
C)
CO
RE
NA
VA
L
ST
AT
IO
N
-N
OR
FO
LK
,V A
M
AR
IN
E
C O
R
PS
BA
SE
C
AM
P
LE
JE
U
N E, 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
AS INDICATED
159NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
SI
TE
LA
N D
SC
AP
IN
G
PL
AN
L-101
OF
JKA MSP JCA
RKS
P-
BU
IL
D
IN
G
R R
R
EP
AI
R
BY
R
EP
LA
C
EM
EN
T
60038063
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
C T lg g e lo
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/2
/2
:2
:1
P
M
C O
V E
R S
H E
E T
S-001
PLAN APPROVAL
60038064
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
SHEET INDEX
SHEET NO SHEET TITLE
S-001 COVER SHEET
S-002 STRUCTURAL NOTES
S-101 FOUNDATION PLAN
S-102 SECOND FLOOR FRAMING PLAN
S-103 ROOF FRAMING PLAN
S-201 SECTIONS
S-202 SECTIONS
S-501 GENERAL CONSTRUCTION DETAILS
S-502 GENERAL CONSTRUCTION DETAILS
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) SECOND FLOOR ............................................................................................ 55 PSF
b) ROOF............................................................................................................ 20 PSF
4. DESIGN LIVE LOADS:
a) ROOF............................................................................................................ 20 PSF
b) OFFICE..........................................................................................................50 PSF
c) LOBBIES AND FIRST FLOOR CORRIDORS .................................................... 100 PSF
d) ELEVATED CORRIDORS AND HEAD/SHOWERS .............................................. 80 PSF
e) MECHANICAL/ELECTRICAL ROOMS...............................................................125 PSF
f) PRIVATE ROOMS & CORRIDORS SERVING THEM ........................................... 40PSF
g) PUBLIC ROOMS AND CORRIDORS SERVING THEM ....................................... 100PSF
h) STAIRS AND EXITS ..................................................................................... 100PSF
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........................................................................... 144 MPH
b) NOMINAL WIND SPEED............................................................................ 112 MPH
c) WIND EXPOSURE CATEGORY............................................................................... B
d) INTERNAL PRESSURE COEFFICIENT ................................................................ 0.18
e) ROOF COMPONENTS AND CLADDING ............................ SEE TABLE ON SHEET S-001
f) WALL COMPONENTS AND CLADDING ............................ SEE TABLE ON SHEET S-001
g) WIND BASE SHEAR (ULTIMATE)............................................. Vx = 126K, Vy =137K
7. SEISMIC:
a) SITE CLASS .................................................................................................. D
b) IMPORTANCE FACTOR, Ie ........................................................................... 1.0
c) MAPPED SPECTRAL RESPONSE ACCELERATION, Ss ............................... 0.115 G
d) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, S1.............. 0.055 G
e) SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS ..................... 0.123 G
f) ONE SEC PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1................... 0.088 G
g) SEISMIC RESPONSE COEFFICIENT, Cs ..................................................... 0.018
h) RESPONSE MODIFICATION FACTOR, R
i) SEISMIC DESIGN CATEGORY ......................................................................... B
j) BASIC SEISMIC FORCE RESISTING SYSTEM .................... LIGHT-FRAMED WALLS
SHEATHED WITH WOOD STRUCTURAL PANELS
k) ANALYSIS PROCEDURE ........................................ EQUIVALENT LATERAL FORCE
l) SEISMIC BASE SHEAR .......................................................................... V = 50 K
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:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
C T lg g e lo
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/2
:2
:2
P
M
S T
R U
C T
U R
A L
N O
T E
S
S-002
PLAN APPROVAL
60038065
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
B
C
D
E
2 4 5 6 7 89 10 11 12 14
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
OO
PP
2 3
1413 15
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pipe4XXS
Pip e4
XXS
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
XXS
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
XXS
Pipe4XS
Pipe4XS
Pip e4
XS
Pip e4
XS
Pip e4
XXS
Pip e4
XXS
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STD
Pip e4
STDA4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
A4
S-201
/2
/8
/2
/8
/2
/8
/8
/4
/4
/4
/4
3' - 10" 2' - 3"
11' - 8" 15' - 0" 15' - 0" 11' - 2" 12' - 9 1/4"
1' - 2 3/4"
15' - 0" 15' - 0" 15' - 0" 11' - 8"
2' - 3"
3' - 10"
135' - 8"
Pip e4
XS
Pip e4
XS
A2
S-201
A2
S-201
A2
S-201
F5
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F6
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F4
(-4' - 0")
F4
(-4' - 0")
F4
(-4' - 0")
F5
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F6
(-2' - 8")
F6
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
F4
(-4' - 0")
F4
(-2' - 8")
Pip e4
STD
F4
(-4' - 0")
F5
(-2' - 8")
F5
(-2' - 8")
F5
(-2' - 8")
Pip e4
XS
F6
(-2' - 8")
F4
(-2' - 8")
F5
(-2' - 8")
Pipe4XS
F5
(-2' - 8")
F6
(-2' - 8")
F6
(-2' - 8")
F6
(-2' - 8")
F6
(-2' - 8")
F.F.E. = +0'-0"
(-4'-0")(-4'-0")
(-4'-0")
A1
S-201
F2.5
(-4' - 0")
TYP.
A1
S-201
A1
S-201
A1
S-201
A1
S-202 x
C
O N
C
TYP. 8
x
C
O N
C
TYP.
F2.5
(-4' - 0")
TYP.
A2
S-202
STAIR SUPPORT
POSTS TO BE
CONFIRMED AFTER
FINAL STAIR DESIGN
BY FABRICATOR
Pip e3
STD Pipe3STD Pip e3
STD Pipe3STD
A2
S-201
A2
S-201
F4
(-4' - 0")
A2
S-201
A2
S-201
F4
(-4' - 0")
A4
S-202
(-2'-8")
(-2'-8") (-2'-8")
F6
(-2' - 8")
A4
S-202
STAIR SUPPORT POSTS TO BE
CONFIRMED AFTER FINAL STAIR
DESIGN BY FABRICATOR. PROVIDE
CMU PIER PER A2/S-202 (TYP.)
(-4'-0")
FENCE -
SEE ARCH.
A4
S-202
A4
S-202
(-4'-0")
F2.5
(-4' - 0") F2.5
(-4' - 0")
F2.5
(-4' - 0") F2.5
(-4' - 0")
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
STEEL STAIR ABOVE
BY FABRICATOR
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
Pipe4STDPip e4
STD
COORDINATE POST LOCATIONS
WITH STAIR LANDING
FRAMING ABOVE (TYP.)
Pip e4
STD
Pip e4
STD
STEEL STAIR ABOVE
BY FABRICATOR
COORDINATE POST
LOCATIONS WITH
STAIR LANDING
FRAMING ABOVE (TYP.)
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
STEEL STAIR ABOVE
BY FABRICATOR
COORDINATE POST LOCATIONS
WITH STAIR LANDING
FRAMING ABOVE (TYP.)
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
STEEL STAIR ABOVE
BY FABRICATOR
COORDINATE POST LOCATIONS
WITH STAIR LANDING
FRAMING ABOVE (TYP.)
Pipe4STDPip e4
STD Pipe4STD
Pipe4STD
A2
S-202
A2
S-202
A2
S-202
A2
S-202
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
CONCRETE STAIR ON
GRADE - SEE ARCH. &
TYPICAL DETAIL (TYP.)
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
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:1
A
M
F O
U N
D A
T
IO
N P
L A
N
S-101
PLAN APPROVAL
60038066
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
N
FOUNDATION PLAN NOTES:
1. ENTIRE AREA TO RECEIVE 4" CONCRETE SLAB ON GRADE REINFORCED WITH 6 X 6 - W2.1 X
W2.1 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 PLACED AT
EACH COLUMN CENTERLINE, AND INTERMEDIATELY SPACED AT 12'-0" O.C. MAX. EACH WAY
BETWEEN COLUMN CENTERLINES. SEE TYPICAL DETAIL.
3. F_ ON PLAN INDICATES A COLUMN FOOTING. SEE SCHEDULE ON SHEET S101.
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 SHEET S-501 & S-502.
8. SEE GENERAL NOTES ON SHEETS S-001 & S-002.
3/32" = 1'-0" A1
FOUNDATION PLAN
GRAPHIC SCALE: 3/32"=1'-0"
8' 0 8' 16' 24'
FOOTING SCHEDULE
TYPE DIMENSIONS REINFORCING
F2.5 2' - 6" x 2' - 6" x 1' - 0" (4) #5 EA. WAY BOTT.
F4 4' - 0" x 4' - 0" x 1' - 0" (5) #5 EA. WAY BOTT.
F5 5' - 0" x 5' - 0" x 1' - 0" (6) #5 EA. WAY BOTT.
F6 6' - 0" x 6' - 0" x 1' - 0" (7) #5 EA. WAY BOTT.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
C
D
E
2 4 5 6 7 9 10 11 12 14
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
1 2 3 4 5 6 7 8 10 11 12 1413 15
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W8X35 W8X35 W8X35 W8X48 W8X35 W8X35
W X
W X
W X
W X
B4
S-201
B2
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B2
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B2
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
B4
S-201
/2
/8
/2
/8
/2
/8
/8
/4
/4
/4
/4
3' - 10"
2' - 3"
11' - 8" 15' - 0" 15' - 0" 11' - 2" 12' - 9 1/4"
1' - 2 3/4"
15' - 0" 15' - 0" 15' - 0" 11' - 8" 2' - 3" 3' - 10"
W8X35
C2
S-201
C2
S-201
C2
S-201
C2
S-201
C2
S-201
C2
S-201
C2
S-201
OPEN OPEN
DECK SPAN DECK SPAN
DECK SPAN
D E C K S
P A N
E.O.STUD
9' - 10"
E.O.STUD
9' - 10"
E .O
.S T U
D
E .O
.S T U
D
DECK SPAN
DECK SPAN
B1
S-201
B1
S-201
B1
S-201
B1
S-201
B2
S-201
B2
S-201
F.F.E. = +12'-0"
W8X18W8X18
B1
S-202
B1
S-202
B2
S-202
B2
S-202
B2
S-202
DUCT
OPENING -
SEE MECH.
METAL STUD
BOX BEAM (TYP.)
LIGHT-GAUGE
METAL GABLE
TRUSSES
RIDGE
METAL STUD
BOX BEAM (TYP.)
LIGHT-GAUGE
METAL GABLE
TRUSSES
RIDGE
PROVIDE LIGHT-
GAUGE HEADERS
AROUND DUCT
OPENING AS REQD.
HSS8x4x1/4 @
LANDING (TYP.
4 PLACES)
HSS8x4x1/4 @
LANDING (TYP.
4 PLACES)
HSS8x4x1/4
@ LANDING
HSS8x4x1/4
@ LANDING
H E A D
E R
H E A D
E R
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
C T lg g e lo
.r v t
/2
/2
:2
:2
P
M
S E
C O
N D
F L
O O
R F
R A
M
IN
G P
L A
N
S-102
PLAN APPROVAL
60038067
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
3/32" = 1'-0"
SECOND FLOOR FRAMING PLAN
N
FLOOR FRAMING PLAN NOTES:
a. SECOND FLOOR TO RECEIVE 3-1/2" 4000 PSI NORMAL WEIGHT CONCRETE ON 4-5/8", 18
GAGE, GALVANIZED COMPOSITE METAL DECK (TOTAL FLOOR THICKNESS = 8-1/8").
REINFORCE SLAB WITH 4 X 4 - W2.9 X W2.9 WELDED WIRE REINFORCING. WELDED WIRE TO
BE PROVIDED IN SHEETS, NOT ROLLS.
MINIMUM FLOOR DECK STRUCTURAL PROPERTIES:
THICKNESS = .0474 IN
Fy = 50 KSI Sp = 1.414 IN3/FT
I = 3.745 IN4/FT
b. TOP OF STEEL AT SECOND FLOOR TO BE 8-1/8" BELOW FINISHED SECOND FLOOR ELEVATION
UNLESS NOTED THUS (- __'-__") ON PLAN.
c. FINSHED SLAB ELEVATION TO BE +12'-0" ABOVE FINISHED FIRST FLOOR ELEVATION, UNLESS
NOTED OTHERWISE.
d. CONTRACTOR TO PROVIDE CONTINUOUS POUR STOPS OR ANGLES TO FORM ALL EDGE OF
SLABS AT SECOND FLOOR UNLESS NOTED OTHERWISE.
e. EDGE OF SLAB DIMENSION AT OPENINGS TO BE 4" UNLESS NOTED OTHERWISE ON PLAN.
f. SEE FOUNDATION PLAN FOR COLUMN SHAPES AND SIZES.
g. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-501 & S-502.
h. SEE GENERAL NOTES ON SHEETS S-001 & S-002.
GRAPHIC SCALE: 3/32"=1'-0"
8' 0 8' 16' 24'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
C
D
E
F
G
H
J
K
L
M
N
P
2 4 5 6 7 9 10 11 12
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
1 2 3 4 5 6 7 8 10 11 12 1413 15
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
C4
S-201
/2
/8
/2
/8
/2
/8
/8
/4
/4
/4
/4
3' - 10" 2' - 3" 11' - 8" 15' - 0" 15' - 0" 11' - 2" 12' - 9 1/4"
1' - 2 3/4"
15' - 0" 15' - 0" 15' - 0" 11' - 8" 2' - 3" 3' - 10"
135' - 8"
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C.
L
IG
H T G
A U
G E M
E T A L
T R
U S S E S
O .C
L
IG
H T G
A U
G E M
E T A L
T R
U S S E S
O .C
L
IG
H T G
A U
G E M
E T A L
T R
U S S E S
O .C
C1
S-201
C1
S-201
C1
S-201
C1
S-201
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
HSS6x6x1/4 +22'-0"
H
IP
H
IP
H
IP
H
IP
H
IP
H
IP
H
IP
H
IP
R
ID
G E
R
ID
G E
R
ID
G E
R
ID
G E
H
IP
H
IP
H
IPH
IP
R
ID
G E
H
IP
H
IP
VALL
EY
VALLEY
RIDGE
VALL
EY
VALLEY
VALLEY
VALL
EY
PROVIDE MIN. 4"x4"-18GA BENT
PLATE FOR DECK ATTACHMENT
ALONG ALL RIDGES, VALLEYS,
AND HIPS W/ (2) #12 SCREWS
EA. LEG @ EA. TRUSS
VALLEY
H
IP
PROVIDE MIN. 4"x4"-18GA BENT
PLATE FOR DECK ATTACHMENT
ALONG ALL RIDGES, VALLEYS,
AND HIPS W/ (2) #12 SCREWS
EA. LEG @ EA. TRUSS
VALL
EYH
IP
C4
S-201
OVERBUILD
FRAMING OVERBUILD
FRAMING
OVERBUILD
FRAMING
C4
S-201
C4
S-201
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
C T lg g e lo
.r v t
/2
/2
:2
:2
P
M
R O
O F
F R
A M
IN
G
P L
A N
S-103
PLAN APPROVAL
60038068
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
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. INDICATED AREAS OF OVERBUILD FRAMING CONSTRUCTED WITH METAL
STUD TRUSSES OR 3-5/8" - 18GA KNEE WALLS SPACED NOT MORE THAN
5'-0" ON CENTER. WITH 1-1/2" 20 GAGE TYPE B, GALVANIZED ROOF DECK.
TRUSSES OR KNEE WALLS SHALL BE ATTACHED TO SUBSTRUCTURE WITH
(2) #10 SCREWS AT 1'-4" O.C.
3. MARKS SHOWN THUS (+ XX'-XX") INDICATE TOP OF STEEL ELEVATION
ABOVE FINISH FIRST FLOOR REFERENCE ELEVATION, 0'-00".
4. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-501 & S-502.
5. SEE GENERAL NOTES ON SHEETS S-001 & S-002.
N
3/32" = 1'-0"
ROOF FRAMING PLAN
GRAPHIC SCALE: 3/32"=1'-0"
8' 0 8' 16' 24'
PRE-FABRICATED LIGHT-GAUGE METAL TRUSS NOTES:
1. PRE-FABRICATED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING UNIFORMLY
DISTRIBUTED LOADS:
TOP CHORD SUPERIMPOSED DEAD LOAD = 15 PSF
BOTTOM CHORD DEAD LOAD = 10 PSF
TOP CHORD LIVE LOAD = 20 PSF
CATWALK LIVE LOAD = 40 PSF
TOP CHORD UPLIFT = 20 PSF
2. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING DEFLECTION CRITERIA:
SPAN / TOTAL LOAD DEFLECTION = 240
SPAN / LIVE LOAD DEFLECTION = 360
3. TRUSS SUPPLIER TO SUBMIT SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS.
4. TRUSS SUPPLIER TO PROVIDE ALL ACCESSORIES REQUIRED TO SUPPORT AND
ANCHOR TRUSSES, INCLUDING, BUT NOT LIMITED TOO, CLIPS, BRACES, HANGERS,
FASTENERS, ETC.
5. TRUSS FRAMING SYSTEM IS A PERFORMANCE SPECIFICATION. TRUSS FRAMING
SHOWN ON PLANS IS SCHEMATIC ONLY. TRUSS SUPPLIER TO PROVIDE FINAL ROOF
SYSTEM LAYOUTS WHICH MEET THE INTENT OF THE SCHEMTIC LAYOUT. TRUSS
PLANS THAT CHANGE THE INTENDED LOAD PATH TO THE FOUNDATIONS WILL NOT
BE ACCEPTED. THE USE OF OVERBUILD AREAS IS ALLOWED WHERE REQUIRED.
6. TRUSS INSTALLER AND SUPPLIER ARE RESPONSIBLE FOR ALL TEMPORARY
BRIDGING AND BRACING.
7. TRUSS MANUFACTURER SHALL COORDINATE WITH ALL DRAWINGS AND ADVISE
STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO
PREPARATION OF TRUSS SHOP DRAWINGS.
8. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-501 & S-502.
9. SEE GENERAL NOTES ON SHEETS S-001 & S-002.
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 - TURN DOWN INTO HEADER
BLOCK AS SHOWN
(3) #5 CONT. LONG.
#5 @ 2'-0" O.C. TRANS.
8" CMU - SEE ARCH. DWGS.
C L R
3' - 0"
EQ.
#5 DOWEL @ 2'-0" O.C. - SEE
SCHED. FOR HOOK AT BOTT.
6" - 16GA (600S162-54) @ 1'-4" O.C.
METAL STUD WALL
EQ. 1' - 5"
5/8"Ø ANCHOR F1554 RODS @ 4'-0"
O.C. - PROVIDE 3" HOOK + 7" EMBED.
TOP/SLAB
SEE PLAN
TOP / FTG.
SEE PLAN
EXTERIOR SLAB OR GRADE -
SEE ARCH. & CIVIL DWGS.
GROUT FILL CELLS & VOIDS
BELOW GRADE w/ 3000 PSI
PEA GRAVEL GROUT
EXTERIOR SHEATHING -
ATTACH PER TYP. DETAIL
BRICK - SEE ARCH. DWGS
INSULATION - SEE
ARCH. DWGS.
STONE WATER TABLE -
SEE ARCH. DWGS.
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
6" - 18GA (600S162-43)
METAL STUD WALL
TOP/SLAB
SEE PLAN
6" - 16GA (600S162-54) @ 1'-4" O.C.
METAL STUD WALL
EXTERIOR SHEATHING -
ATTACH PER TYP. DETAIL
BRICK - SEE ARCH. DWGS
INSULATION - SEE
ARCH. DWGS.
GAUGE METAL END CLOSURE
BY DECK MANUFACTURER.
(1) #12 SCREW @ EA. FLUTE
MIN., FINAL DESIGN BY DECK
MANUFACTURER
EXTERIOR SHEATHING -
EXTEND TO ROOF DECK &
ATTACH PER TYP. DETAIL
BRICK - SEE ARCH. DWGS
6" - 18GA (600S162-43) @ 1'-4" O.C.
METAL STUD WALL
INSULATION - SEE ARCH. DWGS.
METAL STUD TRUSSES
@ 4'-0" O.C. MAX.
ROOFING AND
INSULATION - SEE ARCH.
METAL ROOF DECK -
SEE PLAN NOTES
WORKPOINT
TRUSS BRG
22'-0"
CONT. 1/4"x4"x4" BENT
PL. W/ (2) #12 TEKS
SCREWS @ EA. TRUSS
TRUSS CONNECTION
BY TRUSS DESIGNER
6" @ 1'-4" O.C. METAL
STUD KNEE-WALL
ATTACH DECK TO TOP
TRACK W/ #12 SCREWS
@ 1'-0" O.C. MAX.
SEE ARCH.
CONT. GAUGE METAL
CLOSURE (18GA. MIN.)
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
6" - 16GA (600S162-43) @ 1'-4" O.C.
METAL STUD WALL
EXTERIOR SHEATHING -
ATTACH PER TYP. DETAIL
BRICK - SEE ARCH. DWGS
TOP/SLAB
SEE PLAN
INSULATION - SEE
ARCH. DWGS.
6" - 16GA (600S162-54) @ 1'-4" O.C.
METAL STUD WALL
GAUGE METAL END CLOSURE
BY DECK MANUFACTURER.
(1) #12 SCREW @ 1'-0" O.C.,
FINAL DESIGN BY DECK
MANUFACTURER
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
TOP / SLAB
SEE PLAN
BEAM - SEE PLAN
#3 BARS 6'-0" LONG @
1'-6" O.C. - LOCATE 1.5"
FROM TOP OF SLAB AND
CENTERED OVER BEAM
5/8" PUDDLE WELD
@ EA. FLUTE
CONC. SLAB ON GRADE - SEE
PLAN NOTES - PROVIDE
THICKENED EDGE AS SHOWN
(3) #5 CONT. LONG.
#5 @ 2'-0" O.C. TRANS.
8" CMU - SEE ARCH. DWGS.
C L R
3' - 0"
EQ.
EXTERIOR SLAB OR GRADE -
SEE ARCH. & CIVIL DWGS.
#5 DOWEL @ 2'-0" O.C. - SEE
SCHED. FOR HOOK AT BOTT.
GROUT FILL CELLS & VOIDS
BELOW GRADE w/ 3000 PSI
PEA GRAVEL GROUT
INSULATION - SEE ARCH. DWGS.
TOP/SLAB
SEE PLAN
TOP / FTG.
SEE PLAN
(1) #4 x M.O.
1/2" PREMOLDED
EXPANSION JOINT
DOOR - SEE ARCH.
4" CMU BELOW GRADE
1' - 5"EQ.
EXTERIOR CONC. SLAB
ON GRADE - SEE ARCH.
& CIVIL DWGS.
(3) #5 CONT. LONG.
#5 @ 2'-0" O.C. TRANS.
8" CMU - SEE ARCH. DWGS.
C L R
3' - 0"
EQ.
EXTERIOR SLAB OR GRADE -
SEE ARCH. & CIVIL DWGS.
GROUT FILL ALL CELLS &
VOIDS W/ 3000 PSI PEA
GRAVEL GROUT
BRICK - SEE ARCH. DWGSBRICK - SEE ARCH. DWGS
EQ. 1' - 6"
TOP/SLAB
SEE PLAN
TOP / FTG.
SEE PLAN
#5 DOWEL @ 1'-4" O.C. - SEE
SCHED. FOR HOOK AT BOTT.
& LAP @ TOP
STONE - SEE ARCH. DWGS
#5 VERT. @ 1'-4" O.C.
EXTERIOR STAIR -
SEE ARCH. DWGS.
8" CMU - SEE ARCH. DWGS
BRICK - SEE ARCH. DWGS
BRICK - SEE ARCH. DWGS
SEE FOUND. DETAILS
FOR REINF.
METAL STUD TRUSSES @ 4'-0" O.C. MAX.
ROOFING AND INSULATION - SEE ARCH.
METAL ROOF DECK - SEE PLAN NOTES
CONT. 1/4"x4"x4" BENT
PL. W/ (2) #12 TEKS
SCREWS @ EA. TRUSS
WORKPOINT
CMU - SEE ARCH. DWGS
BRICK - SEE ARCH. DWGS
BRICK - SEE ARCH. DWGS
TRUSS BRG
22'-0"
6" @ 1'-4" O.C. METAL STUD WALL
CMU BOND BEAM
TRUSS CONNECTION BY
TRUSS DESIGNER -
DESIGN CONNECTION FOR
1500LB WIND FORCE
CONT. GAUGE METAL
CLOSURE (18GA. MIN.)
SEE ARCH.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
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
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
AS INDICATED
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
\2
P
-1
S T
R U
C T lg g e lo
.r v t
/2
/2
:2
:2
P
M
S E
C T
IO
N
S
S-201
PLAN APPROVAL
60038069
CC SAM LGG
RKS
P -1
B U
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IN
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A
IR
B Y
R E
P L
A C
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27 APR 2023
3/4" = 1'-0" A4
SECTION
3/4" = 1'-0" B4
SECTION
3/4" = 1'-0" C4
SECTION
3/4" = 1'-0" B2
SECTION
3/4" = 1'-0" C2
SECTION
3/4" = 1'-0" A2
SECTION
3/4" = 1'-0"
A1
SECTION
3/4" = 1'-0" B1
SECTION
3/4" = 1'-0" C1
SECTION
S Y
M D
E S
C R
IP
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N
D A
T E
A P
SEE FOOTING SCHED.
FOR REINFORCING
C L R
S E E
S C H
E D
SEE SCHED. EQ.
TOP / FTG.
-1'-4" BELOW
EQ.
EXTERIOR SLAB OR GRADE -
SEE ARCH. & CIVIL DWGS.
8" SQUARE
CONCRETE COLUMN
BRICK - SEE ARCH. DWGS
(4) #4 VERTICAL BARS &
DOWELS - SEE SCHED.
FOR HOOK AT BOTTOM
OF DOWELS
GRADE
CONC. SLAB ON GRADE - SEE PLAN
NOTES - TURN DOWN AS SHOWN
(3) #5 CONT. LONG.
#5 @ 2'-0" O.C. TRANS.
C L R
3' - 0"
EQ.
EXTERIOR SLAB OR GRADE -
SEE ARCH. & CIVIL DWGS.
16" SQUARE CMU PIER w/ #5
DOWEL EACH CELL - SEE
SCHED. FOR HOOK AT BOTT.
GROUT FILL CELLS & VOIDS
BELOW GRADE w/ 3000 PSI
PEA GRAVEL GROUT
METAL STUD WALL BEYOND
EXTERIOR SHEATHING -
ATTACH PER TYP. DETAIL
BRICK - SEE ARCH. DWGS
EQ. 1' - 5"
TOP/SLAB
SEE PLAN
TOP / FTG.
SEE PLAN
INSULATION - SEE
ARCH. DWGS.
COLUMN - SEE PLAN
STONE WATER TABLE -
SEE ARCH. DWGS.
(3) #5 CONT. LONG.
#5 @ 2'-0" O.C. TRANS.
8" CMU - SEE ARCH. DWGS.
C L R
2' - 0"
#5 DOWEL @ 2'-0"
O.C. - SEE SCHED. FOR
HOOK AT BOTT.
TOP / FTG.
SEE PLAN
GYPSUM SHEATHING -
ATTACH PER TYP.
DETAIL
CONC. SLAB ON GRADE - SEE
PLAN NOTES - PROVIDE
THICKENED SLAB AS SHOWN
TOP/SLAB
SEE PLAN
3-5/8" @ 1'-4" O.C.
METAL STUD WALL
EQ. EQ.
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
3-5/8" @ 1'-4" O.C.
METAL STUD WALL
TOP/SLAB
SEE PLAN
3-5/8" @ 1'-4" O.C.
METAL STUD WALL
GYPSUM SHEATHING -
SEE ARCH.
GAUGE METAL END
CLOSURE BY DECK
MANUFACTURER. (1)
#12 SCREW @ EA.
FLUTE MIN., FINAL
DESIGN BY DECK
MANUFACTURER
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
3-5/8" @ 1'-4" O.C. METAL STUD WALL
GYPSUM SHEATHING -
SEE ARCH.
TOP/SLAB
SEE PLAN
GYPSUM SHEATHING -
SEE ARCH. 3-5/8" @ 1'-4" O.C.
METAL STUD WALL
GAUGE METAL END CLOSURE
BY DECK MANUFACTURER.
(1) #12 SCREW @ 1'-0" O.C.,
FINAL DESIGN BY DECK
MANUFACTURER
MIN. BRG. PER MANUF.
CONCRETE SLAB ON METAL
DECK - SEE PLAN NOTES
6" @ 1'-4" O.C.
METAL STUD WALL
TOP/SLAB
SEE PLAN
6" @ 1'-4" O.C.
METAL STUD WALL
GYPSUM SHEATHING -
SEE ARCH.
GAUGE METAL END
CLOSURE BY DECK
MANUFACTURER. (1)
#12 SCREW @ EA.
FLUTE MIN., FINAL
DESIGN BY DECK
MANUFACTURER
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
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1 2 3 4 5
1 2 3 4 5
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DRAWFORM REVISION: 10 MARCH 2009
D E S
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S
S-202
PLAN APPROVAL
60038070
CC SAM LGG
RKS
P -1
B U
IL
D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
3/4" = 1'-0" A1
SECTION
3/4" = 1'-0"
A2
SECTION
3/4" = 1'-0" A4
SECTION
3/4" = 1'-0" B1
SECTION
3/4" = 1'-0"
B2
SECTION
3/4" = 1'-0" B4
SECTION
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:
CONSTR. CONTR. 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
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A V
A L
F A
C
IL
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S E
N G
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IN
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C O
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DRAWFORM REVISION: 10 MARCH 2009
D E S
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N A
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N
D E
T A
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S
S-501
PLAN APPROVAL
60038071
CC SAM LGG
RKS
P -1
B U
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D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
E M
E N
T
27 APR 2023
S Y
M D
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C R
IP
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IO
N
D A
T E
A P
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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
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A V
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F A
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IL
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S E
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C O
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DRAWFORM REVISION: 10 MARCH 2009
D E S
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S-502
PLAN APPROVAL
60038072
CC SAM LGG
RKS
P -1
B U
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D
IN
G
R R
R
E P
A
IR
B Y
R E
P L
A C
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27 APR 2023
S Y
M D
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C R
IP
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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
ROOF AREA 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
A ROOF AREA IDENTIFIER
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. 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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M E
N T
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F A
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DRAWFORM REVISION: 10 MARCH 2009
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A-001
60038073
REL REL WLF
RKS
27 APR 2023
P -1
B U
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D
IN
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R R
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A
IR
B Y
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P L
A C
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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
EXTG EXISTING
EXT EXTERIOR
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FAAP FIRE ALARM ANNUNCIATOR PANEL
FCU FAN COIL UNIT
FD FLOOR DRAIN
SYMBOL LEGEND ABBREVIATIONS
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FIN FINISH
FIXT FIXTURE
FLR FLOOR
FHB FREEZE-PROOF HOSE BIBB
FT FEET
GA GAGE
GALV GALVANIZED
GPM GALLONS PER MINUTE
GWB GYPSUM WALLBOARD
GYP GYPSUM
HB HOSE BIBB
HM HOLLOW METAL
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INT INTERIOR
JT JOINT
LAV LAVATORY
LF LINEAR FEET
LL LIVE LOAD
LVT LUXURY VINYL TILE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
NEC NATIONAL ELECTRICAL CODE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OPG OPENING
PWD PLYWOOD
PR PAIR
PSF POUNDS…
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