Attachment B 1834937_Drawings VOL 1 of 2.pdf
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- Attached to
- W-143 COLES BISTRO RENOVATION
- Solicitation number
- N4008525R0100
About this file
This document is a comprehensive set of architectural and engineering drawings for the W-143 Cole's Bistro Renovation project at Naval Station Norfolk, Virginia. The detailed plans cover multiple disciplines including architectural, structural, mechanical, electrical, plumbing, and fire protection work for a complete sixth-floor renovation of an existing building. The project involves multiple bid options and includes comprehensive modifications to spaces such as food service areas, dining training rooms, mechanical spaces, restrooms, and utility areas.
The drawings specify extensive renovations including new interior partitions, flooring, ceilings, electrical systems, fire alarm and suppression systems, HVAC equipment, plumbing fixtures, and specialized kitchen equipment. The project appears to be a comprehensive upgrade of a Navy food service and training facility, with specific attention to details like sprinkler systems, fire alarms, specialized kitchen infrastructure, and compliance with various naval and safety standards. The drawings indicate multiple optional bid packages that allow for phased or scalable implementation of the renovation work.
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NAVAL STATION - NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
MID-ATLANTIC
DESIGN AND CONSTRUCTION
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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NAVSUP
BUILDING W-143 - COLE'S BISTRO
COLE'S BISTRO RENOVATION
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LIST OF SHEETS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
77 FX001 12928033 FIRE SUPPRESSION SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
78 FX101 12928034 SIXTH FLOOR PLAN - FIRE SUPPRESSION
79 FX502 12928035 SPRINKLER DETAILS
PLUMBING
80 P-001 12928036 PLUMBING LEGEND, ABBREVIATIONS AND NOTES
81 P-002 12928037 6TH FLOOR - PLUMBING PLAN - BID OPTIONS
82 PD101 12928038 6TH FLOOR - DEMOLITION - SANITARY PLAN - BASE BID
83 PD102 12928039 6TH FLOOR - DEMOLITION - DOMESTIC WATER PLAN - BASE BID
84 PD103 12928040 6TH FLOOR - DEMOLITION - SANITARY PLAN - OPT 1
85 PD104 12928041 6TH FLOOR - DEMOLITION - DOMESTIC WATER PLAN - OPT 1
86 PD401 12928042 ENLARGED 6TH FLOOR - DEMOLITION - PLUMBING PLANS - OPT 3
87 PL101 12928043 6TH FLOOR - SANITARY PLAN - BASE BID
88 PL102 12928044 6TH FLOOR - SANITARY PLAN - OPT 1
89 PL111 12928045 6TH FLOOR - DOMESTIC WATER PLAN - BASE BID
90 PL112 12928046 6TH FLOOR - DOMESTIC WATER PLAN - OPT 1
91 PL113 12928047 ROOF - NATURAL GAS PLAN - BASE BID
92 PL114 12928048 ROOF - NATURAL GAS PLAN - OPT 1
93 P-401 12928049 ENLARGED 6TH FLOOR - PLUMBING PLANS - OPT 3
94 P-501 12928050 PLUMBING DETAILS
95 P-502 12928051 PLUMBING DETAILS
96 P-503 12928052 PLUMBING DETAILS
97 P-504 12928053 PLUMBING DETAILS
98 P-601 12928054 PLUMBING SCHEDULES
99 P-701 12928055 PLUMBING DIAGRAM
100 P-702 12928056 PLUMBING DIAGRAM
101 P-703 12928057 PLUMBING DIAGRAMS
102 P-801 12928058 PLUMBING PHOTOS
MECHANICAL
103 M-001 12928059 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES
104 M-002 12928060 6TH FLOOR - MECHANICAL PLAN - BID OPTIONS
105 M-003 12928061 ROOF - MECHANICAL PLAN - BID OPTIONS
106 MD101 12928062 6TH FLOOR - DEMOLITION - MECHANICAL HVAC PLAN - BASE BID
107 MD102 12928063 6TH FLOOR - DEMOLITION - MECHANICAL PIPING PLAN - BASE BID
108 MD103 12928064 6TH FLOOR - DEMOLITION - MECHANICAL HVAC PLAN - OPT 1
109 MD104 12928065 6TH FLOOR - DEMOLITION - MECHANICAL HVAC PLAN - OPT 2
110 MD105 12928066 ROOF - DEMOLITION - MECHANICAL PLAN - BASE BID
111 MD106 12928067 ROOF - DEMOLITION - MECHANICAL PLAN - OPT 1
112 MD107 12928068 ROOF - DEMOLITION - MECHANICAL PLAN - OPT 2 & 3
113 MD401 12928069 ENLARGED 6TH FLOOR - DEMOLITION - MECHANICAL PLAN - OPT 3
114 MD701 12928070 MECHANICAL PHOTOS
115 MH101 12928071 6TH FLOOR - MECHANICAL DUCTWORK PLAN - BASE BID
116 MH102 12928072 6TH FLOOR - MECHANICAL DUCTWORK PLAN - OPT 1
117 MH103 12928073 6TH FLOOR - MECHANICAL DUCTWORK PLAN - OPT 2 & 3
118 MH104 12928074 ROOF - MECHANICAL DUCTWORK PLAN - BASE BID
119 MH105 12928075 ROOF - MECHANICAL DUCTWORK PLAN - OPT 1
120 MH106 12928076 ROOF - MECHANICAL DUCTWORK PLAN - OPT 2 & 3
121 MP101 12928077 6TH FLOOR - MECHANICAL PIPING PLAN - BASE BID
122 MP102 12928078 6TH FLOOR - MECHANICAL PIPING PLAN - OPT 1
123 MP103 12928079 6TH FLOOR - MECHANICAL PIPING PLAN - OPT 2 & 3
124 MP104 12928080 ROOF - MECHANICAL PIPING PLAN - BASE BID
125 MP105 12928081 ROOF - MECHANICAL PIPING PLAN - OPT 1
126 MP106 12928082 ROOF - MECHANICAL PIPING PLAN - OPT 2 & 3
127 M-301 12928083 MECHANICAL SECTIONS
128 M-501 12928084 MECHANICAL DETAILS
129 M-502 12928085 MECHANICAL DETAILS
130 M-503 12928086 MECHANICAL DETAILS
131 M-504 12928087 MECHANICAL DETAILS
132 M-505 12928088 MECHANICAL DETAILS
133 M-601 12928089 MECHANICAL SCHEDULES
134 M-602 12928090 MECHANICAL SCHEDULES
135 MI801 12928091 MECHANICAL CONTROLS
136 MI802 12928092 MECHANICAL CONTROLS
137 MI803 12928093 MECHANICAL CONTROLS
ELECTRICAL
138 E-001 12928094 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
139 ED101 12928095 6TH FLOOR DEMOLITION PLAN - LIGHTING
140 ED102 12928096 6TH FLOOR DEMOLITION PLAN - POWER
141 ED401 12928097 ENLARGED ROOF DEMOLITION PLAN - POWER
142 EL101 12928098 6TH FLOOR PLAN - LIGHTING
143 EP401 12928099 3RD & 5TH FLOOR PLANS - POWER
144 EP402 12928100 6TH FLOOR PLAN - POWER
145 EP403 12928101 ENLARGE KITCHEN PLAN - POWER
146 EP404 12928102 ENLARGED ROOF PLAN - POWER
147 EP501 12928103 ELECTRICAL DETAILS
148 EP701 12928104 PANELBOARD SCHEDULES
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 G-001 12927957 COVER SHEET
2 GI002 12927958 LIST OF SHEETS
3 GI003 12927959 GENERAL PROJECT SYMBOLS
4 GI101 12927960 SIXTH FLOOR PLAN - LIFE SAFETY
STRUCTURAL
5 S-001 12927961 STRUCTURAL SYMBOLS, LEGENDS, ABBREVAITIONS AND NOTES
6 S-002 12927962 STRUCTURAL NOTES
7 SD101 12927963 DEMOLITION FRAIMING PLAN - SIXTH FLOOR
8 SD401 12927964 ENLARGED DEMO PLAN - BASE BID AND BID 3 OPTION
9 SD901 12927965 DEMOLITION STRUCTURAL PHOTOS
10 SF101 12927966 FRAMING PLAN - SIXTH FLOOR
11 SF102 12927967 FRAMING PLAN - ROOF
12 SF401 12927968 ENLARGED FRAMING SECTIONS AND DETAILS
13 SF402 12927969 ENLARGED FRAMING PLANS
14 SF501 12927970 FRAMING DETAILS
15 SF502 12927971 FRAMING DETAILS
ARCHITECTURE
16 A-001 12927972 ARCHITECTURAL NOTES AND SYMBOLS
17 A-002 12927973 OVERALL BUILDING PLAN - SIXTH FLOOR
18 A-003 12927974 OVERALL BUILDING PLAN - ROOF PLAN
19 A-004 12927975 BID OPTION BREAKDOWN
20 AD101 12927976 OVERALL DEMO 6TH FLOOR - AREA OF WORK
21 AD102 12927977 OVERALL DEMO ROOF - AREA OF WORK
22 AD401 12927978 ENLARGED DEMO - BASE BID
23 AD402 12927979 ENLARGED DEMO - BID OPTION 1
24 AD403 12927980 ENLARGED DEMO - BID OPTION 2 & 3
25 AD404 12927981 ENLARGED DEMO - BID OPTION 3
26 AD405 12927982 ENLARGED DEMO - WALL CONDITIONS - BASE BID
27 AD406 12927983 ENLARGED DEMO - WALL CONDITIONS - BID OPTION 1
28 AD407 12927984 ENLARGED DEMO - WALL CONDITIONS - BID OPTION 2 & 3
29 AD408 12927985 ENLARGED DEMO - WALL CONDITIONS - BID OPTION 3
30 AD409 12927986 ENLARGED DEMO - RCP - BASE BID
31 AD410 12927987 ENLARGED DEMO - RCP - BID OPTION 1
32 AD411 12927988 ENLARGED DEMO - RCP - BID OPTION 2 & 3
33 AD412 12927989 ENLARGED DEMO - RCP - BID OPTION 3
34 AD900 12927990 PHOTO REFERENCE PLAN - ROOF EXISTING
35 AD901 12927991 PHOTO REFERENCE PLAN - BASE BID
36 AD902 12927992 PHOTO REFERENCE PLAN - BID OPTION 1
37 AD903 12927993 PHOTO REFERENCE PLAN - BID OPTIONS 2 & 3
38 AD904 12927994 PHOTO SHEET - EXISTING CONDITIONS 1
39 AD905 12927995 PHOTO SHEET - EXISTING CONDITIONS 2
40 AD906 12927996 PHOTO SHEET - EXISTING CONDITIONS 3
41 AD907 12927997 PHOTO SHEET - EXISTING CONDITIONS 4
42 AD908 12927998 PHOTO SHEET - EXISTING CONDITIONS 5
43 AE101 12927999 OVERALL NEW 6TH FLOOR - AREA OF WORK
44 AE102 12928000 OVERALL NEW ROOF - AREA OF WORK
45 AE401 12928001 ENLARGED NEW - BASE BID
46 AE402 12928002 ENLARGED GALLEY KITCHEN PLAN - BASE BID
47 AE403 12928003 ENLARGED NEW - BID OPTION 1
48 AE404 12928004 ENLARGED NEW - BID OPTIONS 2 & 3
49 AE405 12928005 ENLAGED NEW - BID OPTION 3
50 AE406 12928006 ENLARGED NEW - WALL CONDITIONS - BASE BID
51 AE407 12928007 ENLARGED NEW - WALL CONDITIONS - BID OPTION 1
52 AE408 12928008 ENLARGED NEW - WALL CONDITIONS - BID OPTION 2 & 3
53 AE409 12928009 ENLARGED NEW - WALL CONDITIONS - BID OPTION 3
54 AE410 12928010 ENLARGED NEW - RCP - BASE BID
55 AE411 12928011 ENLARGED NEW - RCP - BID OPTION 1
56 AE412 12928012 ENLARGED NEW - RCP - BID OPTION 2 & 3
57 AE413 12928013 ENLARGED NEW - RCP - BID OPTION 3
58 AE414 12928014 INTERIOR ELEVATIONS - RESTROOM
59 AE415 12928015 INTERIOR ELEVATIONS - CASEWORK
60 AE501 12928016 DOOR SCHEDULE AND DETAILS
61 AE502 12928017 STOREFRONT DETAILS
62 AE503 12928018 STOREFRONT DETAILS
63 AE504 12928019 STOREFRONT DETAILS
64 AE505 12928020 STOREFRONT DETAILS
65 AE506 12928021 DOOR DETAILS
66 AE507 12928022 DOOR DETAILS
67 AE508 12928023 ILTUO WALL DETAILS
68 AE509 12928024 WINDOW SILL DETAILS
69 AE510 12928025 WINDOW SCREEN DETAILS
70 AE511 12928026 ROOF DETAILS
71 AE601 12928027 PARTITION TYPES
72 AE602 12928028 PARTITION TYPES
73 AF601 12928029 INTERIOR FINISH SCHEDULE
FIRE PROTECTION
74 FA001 12928030 FIRE ALARM SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
75 FA101 12928031 6TH FLOOR PLAN - FIRE ALARM/ MASS NOTIFICATION
76 FD101 12928032 6TH FLOOR DEMO PLAN - FIRE PROTECTION
A WHERE EXISTING CONSTRUCTION IS DAMAGED BY
CONSTRUCTION REQUIRED BY THESE DOCUMENTS. REPAIR
THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE
ADJACENT MATERIAL, TEXTURE AND COLOR.
B FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING
MATERIALS OR BEGINNING DEMOLITION.
C ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED
AND INSTALLED UNDER THE REQUIREMENTS OF THIS
CONTRACT.
D COORDINATE LAY DOWN AREA WITH THE CONTRACTING
OFFICER PRIOR TO THE PRECONSTRUCTION MEETING. THE
ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE
CONTRACTING OFFICER.
E MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED
TO BE PROPRIETARY. PRODUCTS OF OTHER
MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY
MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF
THE MANUFACTURER LISTED, AND MEET THE TECHNICAL
REQUIREMENTS OF THE SPECIFICATIONS.
F OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING
OFFICER.
G CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND
AREAS WHICH WILL REMAIN OPERATIONAL. AVOID
INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.
H ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR
SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING
OFFICER FOR APPROVAL TO COMMENCEMENT OF RELATED
WORK.
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (20 JUNE 2016)
UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2016)
UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)
ACCESSIBILITY CODE:
UNIFORM ACCESSIBILITY STANDARDS (UFAS)
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES
(ADAAG)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2009
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2009
FIRE PREVENTION & LIFE SAFETY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2009)
NFPA 101, LIFE SAFETY CODE
GENERAL NOTES
GOVERNING REGULATIONS
MA
RK
D
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CR
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TI
ON
DOOR NUMBER
(REFER TO DOOR SCHEDULE)
DOOR TAG
GENERAL PROJECT SYMBOLS
WINDOW TYPE LETTER
WINDOW TYPE TAG
SPECIALITY ITEM NUMBER
SPECIALITY ITEM TAG
PARTITION TYPE DESIGNATION
(REFER TO PARTITION SCHEDULE)
PARTITION TYPE
INDICATOR
PARTITION IN PLAN
A1 A-301
- - - - - - - - - - - - - - - - - - - - - - - - - - - - A-401 INTERIOR ELEVATION
INDICATOR
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
EXTERIOR ELEVATION
INDICATOR
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1 A-301
WALL / PARTIAL
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-301
BUILDING SECTION
INDICATORA1
A-301
BUILDING
A1
A1
A1
234B
A1
ROOM
101 ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL
INDICATOR
ROOM NAME
ROOM NUMBER
A-901 PHOTOGRAPH
INDICATOR
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
A-501
VIEW NUMBERSHEET
BACK-REFERENCE
VIEW BACK-REFERENCE
ENLARGED PLAN NUMBERSHEET
BACK-REFERENCE
VIEW BACK-REFERENCE
KEYNOTE INDICATOR
KEYNOTE NUMBER
PLAN NUMBER
A1 SCALE: 1/8" = 1'-0"
PLAN TITLE A1A1
A-101
ENLARGED PLAN
SCALE: 1/4" = 1'-0" A1 DETAIL/SECT/ELEV
SCALE: 1/8" = 1'-0"
A1
A-101
SECTION NUMBER
SHEET WHERE DRAWNNAVAL SUPPORT
ACTIVITY
U.S. NAVAL STATION
SEWELLS POINT
PROJECT SITE
WILLOUGHBY BAY
U.S. NAVAL
AIR STATION
LITTLE CREEK
U.S. NAVAL
AMPHIBIOUS BASE
CHESAPEAKE BAY
NORFOLK
EASTERN BRANCH
VA BEACH
OCEANA
NAVAL AIR
STATION
CHESAPEAKE
PORTSMOUTH
NANSEMOND RIVER
CRANEY
ISLAND NAVY
DEPOT
ST. JULIEN'S CREEK
U.S. NAVAL ANNEX
NORTH
NORTH
Y-109
W-143
PIER 9
PIER 8
PIER 7
PIER 6
W ADMIRAL TAUSSIG BLVD
VI
RG
IN
IA
A
VE
MA
RY
LA
ND
A
VE
MORRIS ST
GILBERT ST
POWHATAN ST
MONSOOR MANOR
X-70
X-73
X-1 PARKING
X-2
DECATUR HALL
A-51
DE
CA
TU
R
AV
E
P
OW
HA
TA
N
ST
MANCON - SERVMART
Z-309
LARGE PARKING LOTS
Z-133
TRUXTON ST
PIERSEY ST
Z-138
Z-140
PARKING LOT
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
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M S
C O
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AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
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TI
ES
E
NG
IN
EE
RI
NG
S
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TE
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C
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MA
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MI
D-
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1834937
N/A
N O
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FO
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IA
N
AV
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N O
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J. MILLER, P.E.
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NAVSUP
A WHERE EXISTING CONSTRUCTION IS DAMAGED BY
CONSTRUCTION REQUIRED BY THESE DOCUMENTS. REPAIR
THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE
ADJACENT MATERIAL, TEXTURE AND COLOR.
B FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING
MATERIALS OR BEGINNING DEMOLITION.
C ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED
AND INSTALLED UNDER THE REQUIREMENTS OF THIS
CONTRACT.
D COORDINATE LAY DOWN AREA WITH THE CONTRACTING
OFFICER PRIOR TO THE PRECONSTRUCTION MEETING. THE
ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE
CONTRACTING OFFICER.
E MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED
TO BE PROPRIETARY. PRODUCTS OF OTHER
MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY
MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF
THE MANUFACTURER LISTED, AND MEET THE TECHNICAL
REQUIREMENTS OF THE SPECIFICATIONS.
F OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING
OFFICER.
G CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND
AREAS WHICH WILL REMAIN OPERATIONAL. AVOID
INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.
H ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR
SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING
OFFICER FOR APPROVAL TO COMMENCEMENT OF RELATED
WORK.
GENERAL NOTESVICINITY MAP
LOCATION MAP
MA
RK
D
ES
CR
IP
TI
ON
ROOM / ZONE AREA
OCCUPANT LOAD
FACTOR
OCCUPANT
OCCUPANCY, TYPE
A - ASSEMBLY
B - BUSINESS
K - KITCHEN
L - LOCKER ROOMS
M - MERCANTILE
S - STORAGE
1500 SF
B 150
N: EXIT NUMBER
W: NET EXIT WIDTH (INCHES)
C: CAPACITY (PEOPLE)
P: EXIT WIDTH PER PERSON
A: ACTUAL EGRESS (PEOPLE)
2 HOUR FIRE BARRIER
SYMBOL DESCRIPTION
AREA NOT IN CONTRACT
COMMON PATH OF TRAVEL
MAXIMUM TRAVEL DISTANCE
MTD = X'-XX"
DEAD -END CORRIDOR
DE = X'-XX"
W
C
P
A
N
CPT = X'-XX"
OCCUPANT LOAD
FACTOR (SF/PERSON)
OCCUPANCY/ USE GROUP KEY AND OCCUPANT LOAD FACTORS
OCCUPANCY/ USE GROUP
50 NETCLASSROOM - VOCATIONAL
KEY
500 GROSSSTORAGE
100 GROSS
KITCHEN
60 GROSS
MERCANTILE
SYMBOL DESCRIPTIONQUANTITY
FIRE EXTINGUISHER SCHEDULE
K-CLASS KITCHEN EXTINGUISHER
FIRE EXTINGUISHER - 10 LB. 4A:80BC
CASUAL DINING
TRAINING
MECHANICAL
CONSUMABLES
ROOM
HALL B
FOOD SERVICE
OFFICE
GALLEY
FREEZER BOX 1
HALL A
WOMEN'S
LOCKER ROOM
FREEZER BOX 2
JANITORIAL
ROOM
MEN'S LOCKER
ROOM
LINEN STORAGE
SCULLERY
SERVING LINE
TRAINING
FORMAL DINING
TRAINING
MECHANICAL
DEMONSTRATION
AREA
CASUAL DINING
TRAINING
MECHANICAL
DRY FOOD
STORAGE
TENANT UPFIT
SPACE
UTILITY CLOSET
RESTROOM
CHILL BOX 1
S
TD1
112' - 0"
TD2
244' - 6"TD3
292' - 0"
41 0.3
41 0.3
ABC
ABC ABC
ABC
S
K
C
M
APPLICABLE CODES, STANDARD, AND DESIGN CRITERIA
STANDARD TITLE REVISION DATE
UFC 1-200-01 DOD BUILDING CODE 26 FEBRUARY 2024
FC 1-300-09N NAVY AND MARINE CORPS DESIGN PROCEDURES 17 MAY 2024
IBC INTERNATIONAL BUILDING CODE 2021
NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022
NFPA 101 LIFE SAFETY CODE (LSC) 2024
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES 6 MAY 2021
NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS
CONSTRUCTION TYPE - IA
FLOORS, COLUMNS - 2 HR FIRE RATED CONSTRUCTION
ROOF DECK - 1 HR FIRE RATED CONSTRUCTION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
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M E
N T
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A V
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A V
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M S
C O
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DRAWFORM REVISION: 14 SEP 2023
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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05/27/25
ALP/SLG
1834937
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HPN
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NAVSUP
TRAVEL DISTANCE SUMMARY
ID ACTUAL MAXIMUM
TD1 112' - 0" 300'
TD2 244' - 6" 300'
TD3 292' - 0" 300'
EXIT CAPACITY SCHEDULE
EXIT
NUMBER
NET CLEAR EXIT
WIDTH (INCHES)
EXIT WIDTH PER
PERSON (EGRESS
FACTOR)
EXIT
CAPACITY
(PEOPLE)
ACTUAL
PERSONS
USING EXIT
1 41 0.3 137 82
2 41 0.3 137 82
TOTAL 274 164
OCCUPANT LOAD SUMMARY
USE
OCCUPIED
AREA
OCCUPANT LOAD
FACTOR (SF PER
OCCUPANT)
OCCUPANT
LOAD
STORAGE 1073 SF 500 1
KITCHEN 2952 SF 100 30
CLASSROOM 4187 SF 50 84
MERCANTILE 2934 SF 60 49
TOTAL 164
GENERAL NOTES GRAPHIC SCALE(S)
KEY PLAN
LIFE SAFETY LEGEND
SCALE: 1" = 10'-0"
B1
NEW WORK - 6TH FLOOR PLAN - LIFE SAFETY
6TH FLOOR AREA OF WORK
OVERALL 6TH FLOOR AREA OF WORK - INCLUDES ALL BID OPTIONS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1" = 10' - 0" 0 5' 10' 40'20'
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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GENERAL NOTES DESIGN CRITERIA NOTES
1 STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH DRAWINGS
OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. VERIFY REQUIREMENTS
OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,
HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK
AS WELL AS TO BE TEMPORARILY DISCONNECTED AND RECONNECTED TO
ALLOW FOR THE INSTALLATION OF THE STRUCTURAL WORK.
2 THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH SAFETY
PRECAUTIONS AND REGULATIONS DURING THE WORK. THE STRUCTURAL
ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION AS TO SAFETY
PRECAUTIONS AND PROGRAMS.
3 STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.
PROVIDE ALL TEMPORARY SHORING, TEMPORARY SUPPORTS, GUYING AND
BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER
ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN
COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND
INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS,
ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE METHODS,
TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK.
SUPERVISION OF WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE SIMILAR DETAILS
OF CONSTRUCTION, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
6 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS
TO BE FIELD ERECTED MUST BE SUPERVISED BY THE SUPPLIER DURING
MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN
ACCORDANCE WITH THE SUPPLIER’S INSTRUCTIONS AND REQUIREMENTS.
7 LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF
CONSTRUCTION MUST NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF
STRUCTURAL MEMBERS. LIVE LOADINGS USED IN DESIGN OF THIS
STRUCTURE ARE INDICATED IN "DESIGN CRITERIA NOTES". DO NOT APPLY
ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY
CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.
8 ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF
THESE STANDARDS, UNLESS OTHERWISE NOTED.
9 SHOP DRAWINGS AND OTHER ITEMS MUST BE SUBMITTED FOR REVIEW BY
THE GENERAL CONTRACTOR PRIOR TO FABRICATION. ALL SHOP DRAWINGS
MUST BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL.
THE REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND
GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE
REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE
RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP
DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY
RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE
PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,
DETAILS, DIMENSIONS, ETC. ANY PROPOSED CHANGES MUST BE SUBMITTED
IN A LETTER OR DETAIL TO THE CONTRACTING OFFICER FOR APPROVAL.
10 IN NO CASE MAY REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS
SHOP DRAWINGS. SUBCONTRACTOR / FABRICATOR MUST PROVIDE
INDEPENDENTLY CREATED DRAWINGS BASED ON THE PLANS AND DETAILS.
11 IN ACCORDANCE WITH THE IBC, SPECIAL INSPECTIONS WILL BE REQUIRED
FOR THIS PROJECT. SPECIAL INSPECTIONS MUST BE PERFORMED IN
ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS". THE
CONTRACTOR MUST NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN
ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. IF
REQUIRED, THE CONTRACTOR MUST EMPLOY THIRD PARTY SPECIAL
INSPECTOR.
12 CONTRACTOR MUST VISIT THE SITE PRIOR TO BID TO ASCERTAIN
CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.
13 CONTRACTOR MUST FIELD VERIFY DIMENSIONS, ELEVATIONS,
INTERFERENCES AND OTHER REQUIREMENTS NECESSARY FOR THE PROPER
CONSTRUCTION AND ALIGNMENT OF NEW PORTIONS OF THE STRUCTURE TO
EXISTING. MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND
ERECTION OF STRUCTURAL MEMBERS. DISCREPANCIES MUST BE BROUGHT
TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO ORDERING
MATERIALS OR BEGINNING WORK (CONSTRUCTION OR DEMOLITION).
14 ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED WILL BECOME THE
CONTRACTOR'S PROPERTY, UNLESS NOTED OTHERWISE. DISPOSITION OF
THE ITEMS / MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND
MUST ADHERE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS.
15 TAKE CARE NOT TO DAMAGE THE EXISTING STRUCTURE. WHERE EXISTING
CONSTRUCTION IS DAMAGED BY THE CONSTRUCTION REQUIRED BY THESE
DOCUMENTS, REPAIR THE DAMAGE ITEM(S) WITH MATERIALS TO MATCH THE
ADJACENT MATERIAL, TEXTURE, AND COLOR.
16 DO NOT HANG ITEMS FROM EXISTING STRUCTURE, UNLESS NOTED
OTHERWISE.
1 THE STRUCTURAL WORK TO BE PERFORMED UNDER THIS CONTRACT MUST
BE DESIGNED TO THE APPLICABLE DESIGN STANDARD AND / OR CRITERIA
OF THE FOLLOWING, UNLESS NOTED OTHERWISE:
A. ACI 318-19, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE”
B. UFC 3-301-01 (11 APRIL 2023, CH2 4 SEPTEMBER 2024), "STRUCTURAL
ENGINEERING"
C. AISI 100-16, "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS"
D. ANSI/AISC 360-22, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”
E. ASCE 7-22, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES”
F. INTERNATIONAL BUILDING CODE 2021
G. INTERNATIONAL EXISTING BUILDING CODE 2021
H. SDI RD-2017, "STEEL DECK INSTITUTE STANDARD FOR STEEL ROOF DECK"
I. SJI 100-15, "STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT
TABLES
FOR STEEL JOISTS AND JOIST GIRDERS"
J. UFC 1-200-01 (08 OCTOBER 2019, CH4 17 DECEMBER 2024),
“DOD BUILDING CODE”
K. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF
THESE STANDARDS AT THE CONTRACT AWARD DATE
2 LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURAS ARE AS
FOLLOWS:
MAU-1 HVAC UNIT..................................6000 LBS
DOAU-1 HVAC UNIT................................5000 LBS
RTU-1 HVAC UNIT...................................5000 LBS
ROOF LIVE LOAD......................................150 PSF
3 WIND DESIGN CRITERIA:
A. BUILDING CRITERIA: RISK CATEGORY = II
B. WIND LOADS:
- BASIC WIND SPEED, V (ULTIMATE) = 118 MPH
- BASIC WIND SPEED, V (NOMINAL) = 92 MPH
- EXPOSURE CATEGORY = C
- PRESSURE COEFFICIENT, GCPI = ±0.18
C. SEISMIC LOADS:
- SITE CLASS = D
- SEISMIC DESIGN CATEGORY = A
-SHORT PERIOD SPECTRAL RESPONSE ACCEL, SS = 0.11
- 1.0 SEC SPECTRAL RESPONSE ACCELERATION, S1 = 0.04
D. SNOW LOADS:
-GROUND SNOW LOAD = 118 MPH
- EXPOSURE FACTOR, CE = 1.0
- THERMAL FACTOR, CT = 1.2
CAST-IN-PLACE CONCRETE NOTES
1 CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 301-16,
"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". MIXING
OPERATIONS, ETC. MUST CONFORM TO ASTM C94. CONCRETE MUST BE
MECHANICALLY VIBRATED IN ACCORDANCE WITH ASTM 309R.
2 CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY
COMPRESSIVE STRENGTH (UNLESS OTHERWISE NOTED):
A. FOUNDATION, GRADE BEAM, PILE CAP 4,000 PSI, 4 1/2"
B. EXTERIOR WALL 5,000 PSI, 4 1/2" WITH AIR
C. ELEVATED SLAB 5,000 PSI, 4 1/2" WITH AIR
D. INTERIOR SLAB ON GRADE 4,000 PSI, 4 1/2"
E. CONCRETE NOT OTHERWISE NOTED 3,000 PSI
F. SLUMP ±1/2" (MEASURED PRIOR TO SUPERPLASTICIZER, WHERE
OCCURS)
3 CONCRETE EXPOSED TO FREEZE/THAW CYCLE MUST HAVE 6% (±1 1/2%)
ENTRAINED AIR.
4 ALL EMBEDDED ITEMS MUST BE PROPERLY LOCATED, POSITIONED, AND
SECURED PRIOR TO PLACEMENT OF CONCRETE OR GROUT. NO "WET
SETTING" IS ALLOWED. DO NOT FIELD BEND BAR PARTIALLY EMBEDDED IN
HARDENED CONCRETE UNLESS INDICATED OR APPROVED BY THE
CONTRACTING OFFICER.
5 CONSTRUCTION JOINTS (CJ) AND SAWCUT JOINTS (SC) MUST BE LOCATED
AS SHOWN ON DRAWINGS. CJ'S MUST HAVE FORMED POUR STOPS. CJ'S IN
WALLS & FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION.
DEVIATIONS WILL ONLY BE PERMITTED PENDING CONTRACTING OFFICER'S
REVIEW.
6 SLAB JOINTS MUST BE FILLED WITH AN APPROVED MATERIAL. THIS MUST
TAKE PLACE AS LATE AS POSSIBLE, PREFERABLY 4 TO 6 WEEKS AFTER THE
SLAB AS BEEN CAST. PRIOR TO FILLING, REMOVE ALL DEBRIS FROM THE
SLAB JOINTS.
7 INTERIOR FINISHED FLOOR MUST BE MOIST CURED OR SPRAYED WITH A
DISPLACING / REMOVABLE CURING COMPOUND. SLAB FINISH TOLERANCE
MUST BE IN ACCORDANCE WITH ACI 301, CLASS A, UNLESS OTHERWISE
NOTED.
8 EXPOSED CONCRETE WALL SURFACES MUST RECEIVE A FINISH,
COORDINATE WITH ARCHITECTURAL.
9 FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT
LEAST 70% OF ITS 28 DAY COMPRESSIVE STRENGTH. CONTRACTOR TO
PROVIDE ALL SHORING AND RESHORING.
10 EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE
CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
STRUCTURAL SCOPE OF WORK
1 THE STRUCTURAL WORK CONSISTS OF WALL CRACK REPAIRS, WALL JOINT
REPAIRS, CONCRETE REPAIRS, BOLT GRINDING AND REPAIRS, AND THE
PROVISION OF A ROOF-MOUNTED STRUCTURAL STEEL SUPPORT FRAME
FOR (3) LARGE HVAC UNITS. WORK MUST BE COORDINATED W/ THE ARCH,
MECH, & ELECT DWGS. BRING ANY DISCREPANCIES TO THE ATTENTION OF
THE CONTRACTING OFFICER PRIOR TO BEGINNING FABRICATION OF THE
STRUCTURAL STEEL.
2 THE PROJECT INCLUDES MULTIPLE OTHER DEMOLITION & NEW WORK
TASKS WHICH ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS.
REFERENCE ALL THE OTHER DISCIPLINE DRAWINGS FOR THIS PROJECT.
SPECIAL INSPECTION NOTES
1 CONTRACTOR MUST NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN
ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING.
CONTRACTOR MUST EMPLOY THIRD PARTY SPECIAL INSPECTOR.
2 SPECIAL INSPECTIONS MUST BE COMPLETED FOR THE FOLLOWING
ELEMENTS ACCORDING TO IBC SECTION 1704.
3 CONCRETE AND ELEMENTS EMBEDDED IN CONCRETE MUST BE SPECIAL
INSPECTED PRIOR TO AND DURING PLACEMENT OF CONCRETE. SPECIAL
INSPECTIONS MUST INCLUDE THE FOLLOWING:
A. PERIODIC INSPECTION:
1. REINFORCING STEEL SIZE AND PLACEMENT
2. VERIFY USE OF APPROVED MIX DESIGN
3. AFTER PLACEMENT TO ENSURE ADEQUATE CURING AND
WEATHER PROTECTION PROCEDURES
B. CONTINUOUS INSPECTION:
1. BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING
PLACEMENT OF CONCRETE
2. DURING PLACEMENT OF CONCRETE
4 STRUCTURAL STEEL FABRICATION AND ERECTION MUST BE SPECIAL
INSPECTED AS FOLLOWS:
A. PERIODIC INSPECTION:
1. HIGH-STRENGTH BOLTS, NUTS AND WASHERS ACCORDING TO
AISC 360-10
5 POST-INSTALLED ANCHORS, INCLUDING BUT NOT LIMITED TO EXPANSION
ANCHORS, ADHESIVE ANCHORS, AND LOW VELOCITY FASTENERS MUST BE
SPECIAL INSPECTED ACCORDING TO THE RELEVANT ANCHOR CODE
EVALUATION REPORTS.
A. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION
OF POST-INSTALLED ANCHORS. SPECIAL INSPECTOR MUST VERIFY
THE FOLLOWING:
1. ANCHOR SIZE AND STEEL GRADE
2. HOLE DIAMETER, LOCATION AND TYPE OF DRILL BIT
3. COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING HOLE
AND ANCHOR CLEANLINESS, AND ADHESIVE APPLICATON
4. ANCHOR EMBEDMENT DEPTH
6 SEE THE IBC AND OTHER DISCIPLINE'S DRAWINGS FOR NON-STRUCTURAL
ITEMS REQUIRED TO BE SPECIAL INSPECTED.
REINFORCING STEEL NOTES
1 REINFORCING MATERIALS MUST BE AS FOLLOWS:
A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED
2 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER
MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS WELL
AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE WITH
RECOMMENDATIONS IN ACI 318:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:
I. STRUCTURAL SLAB ON GRADE = 2”
II. #6 AND LARGER BARS = 2”
III. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"
IV. COLUMNS, GIRDERS AND BEAMS = 1-1/2"
V. INTERIOR WALLS AND SLABS = 1-1/2"
3 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION
AND DELIVERY OF REINFORCING STEEL.
4 LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF:
A. CONCRETE - 36 X BAR DIAMETER OF SMALLER BAR BEING LAPPED
B. MASONRY - 48 X BAR DIAMETER OF SMALLER BAR BEING LAPPED
5 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM
SPACING OF 2’-0” ON CENTER.
6 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION.
PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN
POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS MUST BE PROVIDED
FOR ALL REINFORCING STEEL TO INSURE MINIMUM CONCRETE COVER. BAR
SUPPORTS MUST BE PLASTIC TIPPED OR STAINLESS STEEL.
7 USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED WIRE FABRIC) IS
PROHIBITED.
8 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.
REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE, CLAY,
OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND. REMOVE
LOOSE RUST PRIOR TO PLACEMENT.
9 UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC MUST BE
BLOCKED INTO THE POSITION INDICATED WITH PRECAST CONCRETE BLOCKS
HAVING A COMPRESSIVE STRENGTH EQUAL TO THAT OF THE SLAB (4,000 PSI).
10 ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER HARDWARE
TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO THE PLACEMENT
OF CONCRETE TO PREVENT DISPLACEMENT BEYOND PERMITTED
TOLERANCES.
11 ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.
MA
RK
D
ES
CR
IP
TI
ON
W12X26
W12X26
TOF X' - X"
FRAMING SIZE
EXISTING FRAMING SIZE
X
BEAM TO BEAM
MOMENT CONNECTIONTOP OF FOUNDATION
COLUMN GRID MARK
BEAM TO HSS COLUMN
MOMENT CONNECTION
TOC X' - X" TOP OF CONCRETE
TOS X' - X" TOP OF STEEL
TOM X' - X" TOP OF MASONRY
X" TOP OF SLAB
SPOT ELEVATION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
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ADB
12927962
CAH CAH
5/27/25
ALP/SLG
1834937
N/A
N O
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FO
LK
, V
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J. MILLER, P.E.
ALP
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S-
NAVSUP
STRUCTURAL STEEL NOTES STRUCTURAL STEEL NOTES (CONT'D)
LIGHT GAUGE STEEL FRAMING NOTES
14 REFER TO DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL STEEL (IF
ANY) NOT SHOWN ON THE STRUCTURAL DRAWINGS.
15 UNLESS OTHERWISE NOTED, THE TOP AND BOTTOM OF ALL EXTERIOR
STEEL COLUMNS OR OPEN ENDED STEEL BEAMS MUST HAVE A STEEL CAP
PLATE. UNLESS OTHERWISE DETAILED OR NOTED, MINIMUM CAP PLATE
DIMENSIONS MUST MATCH MEMBER WIDTH AND DEPTH, WITH A THICKNESS
MATCHING THE MEMBER WEB THICKNESS (1/4" MINIMUM).
1 ALL STRUCTURAL STEEL MUST CONFORM TO THE FIFTEENTH EDITION OF
THE ALLOWABLE STRESS DESIGN "STEEL CONSTRUCTION MANUAL" OF THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).
2 UNLESS OTHERWISE NOTED, ALL MATERIALS MUST BE IN ACCORDANCE WITH
THE FOLLOWING ASTM SPECIFICATIONS:
MEMBER, ALL GALVANIZED ASTM MIN. STRENGTH
STAINLESS STEEL (SS) MEMBER ASTM
3 HIGH STRENGTH BOLTS AND NUTS MUST BE SHIPPED TOGETHER IN THE
SAME SHIPPING CONTAINER. FASTENER COMPONENTS MUST BE
PROTECTED FROM DIRT AND MOISTURE IN CLOSED CONTAINERS AT THE
SITE OF THE INSTALLATION. FASTENER COMPONENTS THAT ARE NOT
INCORPORATED INTO THE WORK MUST BE RETURNED TO PROTECTED
STORAGE AT THE END OF THE WORK SHIFT. HIGH STRENGTH BOLTS MAY BE
TIGHTENED TO "SNUG FIT" CONDITION IN LIEU OF FULL PRETENSIONING.
4 UNLESS NOTED OTHERWISE, ALL CONNECTIONS MUST BE AISC TYPE 2
“STANDARD FRAMED BEAM CONNECTIONS” WITH ASTM A325 BOLTS,
DESIGNED FOR THE UNIFORM LOAD CONSTANTS FOR LATERALLY
SUPPORTED BEAMS GIVEN IN THE “CONNECTIONS” SECTION OF THE
“MANUAL OF STEEL CONSTRUCTION”.
5 ALL INTERIOR STEEL MUST BE SHOP PAINTED, HOWEVER GALVANIZED IS
ENCOURAGED. EXTERIOR EXPOSED STEEL MUST BE HOT DIPPED
GALVANIZED IN ACCORDANCE WITH ASTM A153 OR A123 AS APPLICABLE.
REPAIR DAMAGE TO GALVANIZED COATINGS USING ASTM A780 ZINC RICH
PAINT FOR GALVANIZING DAMAGED BY HANDLING, TRANSPORTING,
CUTTING, WELDING, BOLTING, ETC. DO NOT HEAT SURFACES TO WHICH
REPAIR PAINT HAS BEEN APPLIED. ZINC RICH COMPOUND MUST BE 95%
METALLIC ZINC, BY WEIGHT IN DRIED FILM CONFORMING TO FED. SPEC.
DOD-P-21035A AND MEETING MIL SPEC. MIL-P-26915A. PROVIDE TWO COATS
WITH 2 MIL THICKNESS PER COAT FOR A TOTAL OF 4 MILS. GALVANIZE
STRUCTURAL STEEL AFTER FABRICATION WHERE PRACTICAL. FINIAL FINISH
MUST BE UNIFORM.
6 HARDENED STEEL SCREWS CANNOT BE HOT DIPPED GALVANIZED. USE
MANUFACTURER'S PROPRIETARY EPOXY COATING SYSTEM OR
MECHANICALLY GALVANIZE SUCH FASTENERS IN ACCORDANCE WITH ASTM
B695, CLASS 55 OR C-3 MECHANICALLY GALVANIZED.
7 WELDING OF STRUCTURAL STEEL MUST BE IN ACCORDANCE WITH AWS D1.1
"STRUCTURAL WELDING CODE - STEEL". WELD ELECTRODES MUST BE
E70XX. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS
WITH MINIMUM SIZE REQUIRED BY TABLE J2.4 OF THE “MANUAL OF STEEL
CONSTRUCTION, ALLOWABLE STRESS DESIGN”. ALL FILLER MATERIAL MUST
HAVE A MINIMUM YIELD STRENGTH OF 58 KSI.
8 PRIOR TO WELDING, THE CONTRACTOR MUST SUBMIT CERTIFICATION FOR
EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED
FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, DATE QUALIFIED, AND
THE FIRM AND INDIVIDUAL CERTIFYING THE QUALIFICATION TESTS.
9 HOLES IN STEEL MUST BE DRILLED OR PUNCHED. BURNING OF HOLES AND
TORCH CUTTING AT THE SITE IS PROHIBITED.
10 SPLICING OF STEEL MEMBERS IS PROHIBITED.
11 USE LEVELING GROUT AS REQUIRED UNDER BASE PLATES TO A DEPTH OF
1". FILL WITH GROUT ANY HOLES, OPENINGS, OR CRACKS WITHIN EXISTING
CONCRETE LEFT BY THE REMOVAL OF THE OLD. NON-SHRINK GROUT MUST
CONFORM TO ASTM C1107, WITH NO ASTM C827 SHRINKAGE (GROUT MUST
BE NON-METALLIC).
12 PROPRIETARY FRAMING CONNECTIONS MAY BE CONSIDERED FOR USE AT
THE CONTRACTORS OPTION AND EXPENSE. THE CONTRACTOR MUST
SUBMIT COMPLETE PRODUCT DATA FOR ALL COMPONENTS PRIOR TO
ORDERING MATERIALS.
13 COORDINATE WITH ARCHITECTURAL DRAWINGS FOR STEEL MEMBERS TO
RECEIVE PAINT AND PREPARE STEEL AS REQUIRED.
W-SHAPES A992 (GRADE 50) / A572 50 KSI
OTHER ROLLED PLATES / SHAPES A36 36 KSI
PIPES A63 (GRADE B) 35 KSI
CONNECTION BOLTS A325 (TYPE I) 60 KSI
NUTS A563 (GRADE TO MATCH BOLT)
WASHERS F436
ANCHOR BOLTS / THREADED
RODS
F1554 36 KSI
SS BOLTS F593 (TYPE 316)
SS NUTS F594 (TYPE 316)
SS WASHER ANSI B18.22.1 (TYPE A PLAIN)
(FOR DIMENSIONAL
REQUIREMENTS)
1 ALL COLD-FORMED STEEL FRAMING MEMBERS, THEIR DESIGN, FABRICATION,
AND ERECTION MUST CONFORM TO THE "SPECIFICATION FOR THE DESIGN OF
COLD-FORMED STEEL STRUCTURAL MEMBERS" OF THE AISI. THIS INCLUDES
STUDS, TRACKS, SECTIONS, SLIDE CLIPS, AND BRIDGING.
2 ALL FRAMING MEMBERS MUST BE FORMED FROM STEEL CONFORMING TO
ASTM A446 WITH A MINIMUM YIELD STRENGTH AS FOLLOWS:
A. 12, 14, 16 GAUGE MEMBERS FY=50 KSI (GRADE D)
B. 18, 20 GAUGE MEMBERS FY=33 KSI (GRADE A)
3 ALL FRAMING MEMBERS MUST BE GALVANIZED WITH A G-90 COATING
MEETING THE REQUIREMENTS OF ASTM A525.
4 GAUGE OF ALL TRACKS MUST BE NO LIGHTER THAN THE FRAMING BEING
CONNECTED.
5 WELDING MUST BE IN CONFORMANCE WITH AMERICAN WELDING SOCIETY
SPECIFICATION D1.3. WELDS MUST BE TOUCHED UP WITH ZINC RICH PAINT.
6 ALL STRUCTURAL MEMBERS MUST BE PROPERLY CONNECTED TO EACH
OTHER AND TO THE SUPPORTING BACK-UP FRAMING. FASTENINGS MUST BE
MADE WITH SELF TAPPING SCREWS OR WELDS OF SUFFICIENT SIZE TO
INSURE THE CONNECTION STRENGTH. UNLESS OTHERWISE NOTED,
CONNECT ALL INTERIOR STUDS BASED ON A 10 PSF HORIZONTAL LOAD.
7 COMPONENTS ARE TO BE CUT SQUARELY FOR ATTACHMENT TO
PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINST
ABUTTING MEMBERS. FIELD CUTTING OF LIGHT GAUGE MEMBERS MUST BE
DONE BY SAWING OR SHEARING. TORCH CUTTING IS NOT ACCEPTABLE.
8 PROVIDE VERTICAL SLIDE TRACKS OR SLIDE CLIPS, WHERE INDICATED ON
THE DRAWINGS, TO ALLOW FOR VERTICAL STRUCTURAL MOVEMENTS.
MAXIMUM EXPECTED LIVE LOAD DEFLECTION IS L/240 AT ROOFS.
9 PROVIDE BRIDGING FOR STUDS AND JOIST AT MIDSPAN AND AT A MAXIMUM
SPACING NOT TO EXCEED 6'-0".
10 PROVIDE THE MANUFACTURER'S STANDARD TRACK, CLIP ANGLES, BRACING,
REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY
THE MANUFACTURER FOF THE APPLICATION INDICATED AND AS NEEDED TO
PROVIDE A COMPLETE FRAMING SYSTEM. UNLESS OTHERWISE NOTED,
INSTALL METAL FRAMING SYSTEM IN ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
11 PIECE DESIGNATION NUMBERS, AS INDICATED ON DRAWINGS, ARE TAKEN
FROM STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG
(WWW.SSMA.COM).
12 SEE ARCHITECTURAL DRAWINGS FOR NON-LOAD BEARING METAL STUD
PARTITIONS, REQUIRED SHEETING, FINISHES, INSULATION, AND THE
LOCATION OF ANY OPENINGS NOT SHOWN.
15 MECHANICAL SCREW ANCHORS MUST BE SCREW ANCHORS WITH 360
DEGREE CONTACT WITH THE BASE MATERIAL AND MUST NOT REQUIRE
OVERSIZED HOLES FOR INSTALLATION. FASTENERS MUST BE
MANUFACTURED FROM CARBON STEEL, AND MUST BE HEAT-TREATED.
ANCHORS MUST BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR
MECHANICALLY GALVANIZED IN ACCORDANCE WITH ASTM B695. ANCHORS
ARE NOT TO BE RE-USED AFTER INITIAL INSTALLATION.
16 ANCHOR BAR MUST HAVE AN EMBEDMENT DEPTH AND HOLE DIAMETER
CAPACITY OF DEVELOPING 125% OF THE ANCHOR BAR ULTIMATE TENSILE
CAPACITY. ALL ANCHORAGE STRENGTH MUST BE BASED ON TESTING PER
ASTM E488, WITH ALLOWABLE LOADS NOT GREATER THAN 25% OF
ULTIMATE LOADS. ADHESIVE MATERIAL MUST COMPLY WITH AC308,
"ACCEPTANCE CRITERIA FOR POST-INSTALLED ADHESIVE ANCHORS IN
CONCRETE ELEMENTS", ISSUED BY THE INTERNATIONAL CODE COUNCIL
EVALUATION SERVICE (ICC-ES). OTHER ADHESIVE TYPES WILL BE
EVALUATED BASED ON EQUIVALENT PERFORMANCE.
17 REBAR IS BELIEVED TO BE PRESENT IN THE EXISTING CONCRETE. PRIOR
TO DRILLING ANY HOLES, SCANNING TOOLS AND METHODS MUST BE USED
TO IDENTIFY THE LOCATION OF EXISTING REBAR. ADJUST ANCHOR
POSITION AS NECESSARY TO FACILITATE CORE DRILLING WHILE
MAINTAINNING MINIMUM COVER REQUIREMENTS.
18 ANCHOR BAR HOLES MUST BE DRILLED TO A DEPTH AND DIAMETER AS
RECOMMENDED BY THE ADHESIVE MANUFACTURER, BUT NOT LESS THAN
4-INCH EMBEDMENT, UNLESS OTHERWISE NOTED.
19 EDGE DISTANCE FOR ADHESIVE BAR ANCHORS MUST BE 4-INCH MINIMUM,
UNLESS OTHERWISE NOTED.
1 ALL POST INSTALLED ANCHORS MUST BE SUITABLE AND INDEPENDENTLY
TESTED FOR USE IN CRACKED AND UNCRACKED CONCRETE.
2 ANCHOR CAPACITIES MUST BE DETERMINED PER AN INDEPENDENT
TESTING LABORATORY AND ANCHORS MUST MEET THE ASSESSMENT
CRITERIA OF ACI 355.2, ACI 355.4, OR HAVE AN ICC-ES EVALUATION REPORT
INDICATING CONFORMANCE WITH THE CONTRACT DOCUMENTS.
3 ANCHORS TO BE EXTERIOR TO THE STRUCTURE MUST BE HOT DIPPED
GALVANIZED PER ASTM A153 OR MECHANICALLY GALVANIZED.
4 INSTALLATION MUST BE PERFORMED BY PERSONNEL TRAINED TO INSTALL
POST INSTALLED ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS.
5 SPECIAL INSPECTOR MUST PERFORM PERIODIC SPECIAL INSPECTION OF
POST INSTALLED ANCHORS. WHERE ANCHORS ARE INSTALLED IN
HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS, INSTALLATION MUST BE CONTINUOUSLY
INSPECTED. SPECIAL INSPECTOR MUST SUBMIT A REPORT OF ANCHORS
FAILING INSPECTIONS TO THE CONTRACTING OFFICER IN ACCORDANCE
WITH THE SPECIFICATIONS.
6 POST INSTALLED ANCHORS MUST BE PULL TESTED, IN ACCORDANCE WITH
THE SPECIFICATIONS. RESULTS MUST BE SUBMITTED TO THE ENGINEER OF
RECORD, THROUGH THE CONTRACTING OFFICER. ANCHORS THAT CANNOT
PHYSICALLY BE PULL TESTED, IN ACCORDANCE WITH THE SPECIFICATIONS,
MUST BE CONTINUOUSLY INSPECTED.
7 ADHESIVE ANCHOR BAR MUST CONSIST OF A REINFORCING BAR AND AN
INJECTABLE ADHESIVE CAPSULE(S).
8 WHEN PROVIDED IN NON-CAPSULE FORM, EPOXY ADHESIVE MUST BE
CONDITIONED, PROPORTIONED, MIXED AND APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS.
9 EXISTING REINFORCING MUST NOT BE DAMAGED DURING INSTALLATION OF
POST INSTALLED ANCHORS. ANY HOLES MADE FOR ANCHORS THAT ARE
NOT USED MUST BE FILLED WITH HIGH STRENGTH, NON-SHRINK,
NON-METALLIC EPOXY GROUT.
10 CHEMICAL ANCHORS MUST BE A TWO-COMPONENT, 100% SOLIDS EPOXY
BASED SYSTEM SUPPLIED IN MANUFACTURER’S STANDARD CARTRIDGE
AND DISPENSES THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE
MANUFACTURER.
11 DRILL HOLES INTO THE EXISTING CONCRETE USING A ROTARY
(NON-HAMMERING) DRILL. HOLES MUST HAVE A ROUGHENED INTERIOR
SURFACE IN ACCORDANCE WITH ADHESIVE MANUFACTURERS
RECOMMENDATIONS.
12 VACUUM DUST FROM THE BOTTOM AND SIDES OF EACH HOLE USING A
NOZZLE THAT WILL REACH THE BOTTOM OF THE HOLE. INSPECT EACH
HOLE WITH A LIGHT TO ENSURE THAT ALL DUST IS REMOVED.
13 EPOXY BONDING COMPOUND MUST CONFORM TO ASTM C881/C881M.
PROVIDE TYPE II FOR BONDING FRESHLY MIXED CONCRETE TO HARDENED
CONCRETE. PROVIDE GRADE 1 OR 2 FOR HORIZONTAL SURFACES AND
GRADE 3 FOR VERTICAL SURFACES. PROVIDE CLASS A IF PLACEMENT TEMP
IS <40 DEGREES F; CLASS B IF PLACEMENT TEMP IS BETWEEN 40 AND 60
DEGREES F; OR CLASS C IF PLACEMENT TEMP IS <60 DEGREES F. EPOXY
MUST DEVELOP A MINIMUM OF 12,650 PSI F’C (YIELD) AFTER 7 DAY CURE.
EPOXY MUST HAVE A HEAT DEFLECTION TEMPERATURE OF A MINIMUM OF
136 DEGREES FAHRENHEIT.
14 ANCHORS MUST HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH
ICC-ES ESR-4945 CRITERIA FOR WIND / SEISMIC LOADING, LONG-TERM
CREEP AT ELEVATED TEMPERATURES, AND STATIC LOADING AT ELEVATED
TEMPERATURES. ADHESIVE MUST BE EPOXY-TIE SET ADHESIVE FROM
SIMPSON STRONG-TIE, PLEASANTON, CA OR CONTRACTING OFFICER
APPROVED EQUIVALENT. ANCHORS MUST BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER’S INSTRUCTIONS.
POST-INSTALLED & ADHESIVE ANCHOR
NOTES
POST-INSTALLED & ADHESIVE ANCHOR
NOTES (CONT'D)
PLAN LEGEND
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECT, -URAL
B.P. BASE PLATE
BLDG BUILDING
BOD BOTTOM OF DECK
BOF BOTTOM OF FOOTING
BOT BOTTOM
C CHANNEL
CFMF COLD FORMED METAL FRAMING
CFS COLD FORMED STEEL
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DEMO DEMOLISH
DIA (OR) Ø DIAMETER
DIM(S) DIMENSION(S)
DWGS DRAWINGS
E, EXIST EXISTING
E.W. EACH WAY
EA EACH
EF EACH FACE
EL, ELEV ELEVATION
EQ, EQUIV EQUAL, EQUIVALENT
F'C COMPRESSIVE STRESS
FDN FOUNDATION
FF EL FINISHED FLOOR ELEVATION
FOS FACE OF SLAB
FY ALLOWABLE YIELD STRESS
GA GAUGE
HDG, GALV HOT DIPPED GALVANIZED
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SHAPES
IAW IN ACCORDANCE WITH
INFO INFORMATION
INT INTERIOR
JBE JOIST BEARING ELEVATION
KSI KILOPOUNDS (KIPS) PER SQUARE INCH
L ANGLE
LB, LBS POUNDS
LF LINEAR FEET
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MOS MID-DEPTH OF SLAB
MPH MILES PER HOUR
NTS NOT TO SCALE
OC ON CENTER
OPH OPPOSITE HAND
P.A.F. POWDER ACTUATED FASTENER
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
RE, REF REFERENCE
REINF REINFORCE, -MENT
REQD REQUIRED
SF SQUARE FEET
SIM SIMILAR
SPA SPACING
SPEC CONTRACT SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
T&B TOP AND BOTTOM
THK THICKNESS
TOC TOP OF CONCRETE
TOF TOP OF FOOTING / FOUNDATION
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/, W/O WITH, WITHOUT
WWF WELDED WIRE FABRIC
~ , APPROX APPROXIMATELY
STRUCTURAL ABBREVIATIONS
MA
RK
D
ES
CR
IP
TI
ON
B3
SD401
A1
SD401
25 26 27 28 29 30 31 32 33 34 35 36
E
D
C
B
2 3
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
F
AC
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C O
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AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
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E
NG
IN
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C
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ADB
12927963
CAH CAH
5/27/25
ALP/SLG
1834937
N/A
N O
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LK
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J. MILLER, P.E.
ALP
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C C
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SD
NAVSUP
SCALE: 1/8" = 1'-0"A1 DEMOLITION FRAMING PLAN - SIXTH FLOOR
1 REMOVE ANY LOSE DEBRIS OR DUST FROM WALL CRACK, SEE SD401 FOR
DETAILS.
2 REMOVE ANY LOSE DEBRIS OR DUST FROM JOINT BETWEEN CMU
WALLS..SEE SD401 FOR DETAILS.
3 REMOVE ANY LOSE DEBRIS OR DUST. CUT REBAR 1/4" BELOW WALL
SURFACE. SEE SD401 FOR DETAILS.
4 GRIND EXISTING BOLTS 1/4" BELOW FINISHED FLOOR SURFACE SMOOTH.
SEE SD401 FOR LOCATION, AND SD901 FOR REFERENCE PHOTO.
A REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND.
B REFER TO SD901 FOR STRUCTURAL DEMOLITION PHOTOS.
C DEMOLITION PLAN SHOWS EXTENT OF STRUCTURAL AND SOME
ARCHITECTURAL DEMOLITION. REFER TO OTHER DISCIPLINE DRAWINGS
FOR ADDITIONAL ARCHITECTURAL DEMOLITION AND DEMOLITION OF
MECHANICAL, ELECTRICAL, CIVIL AND OTHER DEMOLITION REQUIREMENTS.
D ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO A
REFERENCE ELEVATION OF 0'-0" THAT CORRESPONDS TO AN ELEVATION
FROM TOP OF FINISH FLOOR.
E ALL DIMENSIONS OF EXISTING ELEMENTS ARE APPROXIMATE AND ARE THE
RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY.
KEYPLANKEYNOTES
PLAN
NORTH
GENERAL SHEET NOTES # (THIS SHEET ONLY)
PLAN
NORTH
GRAPHIC SCALE(S)
4' 8' 16'0' 1/8" =1'-0"
AREA OF WORK
MA
RK
D
ES
CR
IP
TI
ON
A
REMOVE MORTAR TO A DEPTH
OF 1/2". ANY LOSE DEBRIS OR
DUST FROM JOINT BETWEEN
CMU WALLS SHOULD BE
REMOVED.
GRIND EXISTING
CUTOUT BOLTS 1/8"
BELOW SURFACE
SMOOTH.
REMOVE MORTAR TO A DEPTH OF
3/8". AFTER TAKING OUT OLD
MORTAR, LOOSE PARTICLES SHOULD
BE REMOVED FROM THE JOINT.
25 26 27 28 29
E
D
C
B
SAWCUT AROUND
SPALL. CUT REBAR 1"
PAST WALL
CRACK/SPALL. SEE
SF501 C1 FOR DETAILS
SD901
D1
SD901D2
D3
D4
SD901
D5
A
A3
SD401
- - - - - - - - - - - - - - - - - - - - - - - - - - - - SAWCUT AND REMOVE BRICK WALL
FROM FLOOR TO ROOF SLAB. SEE
ARCHITECTURAL DWG FOR
LOCATION, AND SIZE OF OPENING.
± 3' - 6"
DEMO AND REMOVE EXIST.
DRYWALL WALL, SEE
ARCHITECTURAL DRAWINGS FOR
LOCATION AND EXTENTS.
EXIST. BRICK AND DRYWALL, TO
REMAIN, UON, TYP.
± 1' - 10"
EXIST. BRICK AND DRYWALL, TO
REMAIN, UON, TYP.
± 5
3 1 /2"
SIXTH FLOOR
54' - 0"
B.O.SLAB ROOF
65' - 11 7/8"
EXISTING ROOF
SLAB, TO REMAIN
EXISTING FLOOR
SLAB, TO REMAIN.
SAWCUT AND REMOVE
BRICK BETWEEN ROOF
AND FLOOR SLAB. SEE
ARCHITECTURAL DWGS
FOR SIZE AND LOCATION
REFER TO OTHER
DISCIPLINES DWGS
FOR COORDINATION
PURPOSES.
± 4' - 8"
0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
2:
:2
PM
C :\R ev it
L oc al M od el s\ W
3_
7_
S_ R
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SD401
BU
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-1
C
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EN
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D
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BA
SE
B
ID
A N
D B
ID
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ADB
12927964
CAH CAH
5/27/25
ALP/SLG
1834937
N/A
N O
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FO
LK
, V
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IA
N
AV
AL
S
TA
TI
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N O
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LK
J. MILLER, P.E.
ALP
M
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LA
N
T D
C C
O R
E
SD
NAVSUP
SCALE: 1/8" = 1'-0"A1 DEMOLITION FRAMING PLAN - SIXTH FLOOR - BASE BID
SCALE: 1/2" = 1'-0"B3 DEMOLITION FRAMING PLAN - SIXTH FLOOR - BID OPT 3
SCALE: 1/2" = 1'-0"
B3
SD401 A3 BRICK WALL - DOOR OPENING - BID OPTION 3
PLAN
NORTH
PLAN
NORTH
1' 2' 4'0' 1/2" =1'-0"
1' 2' 4'0' 1/2" =1'-0"
4' 8' 16'0' 1/8" =1'-0"
MA
RK
D
ES
CR
IP
TI
ON
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
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SD901
BU
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IN
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S
BI
ST
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TI
O
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TR
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C
TU
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P H
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ADB
12927965
CAH CAH
5/27/25
ALP/SLG
1834937
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
J. MILLER, P.E.
ALP
M
ID
LA
N
T D
C C
O R
E
SD
NAVSUP
SCALE: 12" = 1'-0"D1 REFERENCE PHOTO
SCALE: 12" = 1'-0"D2 REFERENCE PHOTO
1 REMOVE MORTAR TO A DEPTH OF 1/2". ANY LOSE DEBRIS OR DUST FROM
JOINT BETWEEN CMU WALLS SHOULD BE REMOVED. USE 30 LF FOR BIDDING
PURPOSES. SEE SD401/A1 FOR DETAILS.
2 REMOVE MORTAR TO A DEPTH OF 3/8". AFTER RAKING OUT OLD MORTAR,
LOOSE PARTICLES SHOULD BE REMOVED FROM THE JOINT. USE 60LF FOR
BIDDING PURPOSES.
3 EXISTING COLUMN TO REMAIN, UON.
4 SAWCUT AND REMOVE DAMAGED CONCRETE PER SF501 DETAILS. USE 3SF
FOR BIDDING PURPOSES.
5 GRIND (3) BOLTS 1/4" BELOW FINISHED FLOOR SURFACE.
KEYNOTES
GENERAL SHEET NOTES
SCALE: 12" = 1'-0"D3 REFERENCE PHOTO
SCALE: 12" = 1'-0"D4 REFERENCE PHOTO
A REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND.
B REFER TO SD101 FOR DEMOLITION FRAMING PLAN.
C REFER TO SD401 FOR ENLARGED DEMOLITION FRAMING PLAN - BASE BID
AND BID 3 OPTION.
D DEMOLITION PHOTOS SHOW EXTENT OF STRUCTURAL DEMOLITION. REFER
TO OTHER DISCIPLINE DRAWINGS FOR DEMOLITION OF ARCHITECTURAL,
MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND OTHER DEMOLITION
REQUIREMENTS.
SCALE: 12" = 1'-0"D5 REFERENCE PHOTO
SCALE: 12" = 1'-0"D6 REFERENCE PHOTO
MA
RK
D
ES
CR
IP
TI
ON
25 26 27 28 29 30 31 32 33 34 35 36
E
D
C
B
2 3 4
C4
SF501
A1
SF501
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
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