Amendment 0003 Revised P1360 DWGS.pdf
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- N6247026R0011
About this file
This document is Amendment 002 to the Joint Maritime Facility (P1360) contract, dated March 27, 2026, issued by Naval Facilities Engineering Systems Command Atlantic for the Department of the Navy. The amendment modifies the original architectural and engineering design drawings and specifications for a new maritime facility construction project.
The amendment revises multiple design sheets across all disciplines including structural (S-001 through S-504), architectural (A-001 through A-606), civil/site (C-101 through CU-202), landscape (L-001 and LS-101 through LS-501), fire protection (F-001, FA-101, FK-101, FX-101, FX-401), plumbing (P-102, P-104), mechanical HVAC (M-101, M-502), and electrical (EL-101, EP-101 through EP-607, EG-101, TN-101, TY-101). Key revisions include updated slab locations and keynotes on foundation plans, revised wall sections and details, modified electrical panel schedules and power distributions, and relocated clean agent suppression equipment. The facility includes operational areas with raised access floors, multiple pump rooms, mechanical and electrical equipment spaces, fire suppression and alarm systems, backup power generation (750 kW generators), uninterruptible power supplies (UPS A and B at 400 kW each), HVAC systems with chilled water loops, and comprehensive security and telecommunications infrastructure. The design incorporates precast concrete walls, structural steel framing, metal deck roofing, and extensive utility distribution systems throughout the approximately 4,300 square meter facility. All work must comply with Canadian standards and codes including CSA specifications for structural design, concrete construction, and electrical installations.
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G-001
P1360 JOINT MARITIME FACILITY
AMENDMENT 002
27 March 2026
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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NAVFAC
DWG NO. SHEET NO. SHEET TITLE
GENERAL
1 14157063 G-001 COVER SHEET
2 14157064 G-002 INDEX OF DRAWING
3 14157065 G-007 CODE COMPLIANCE SUMMARY
4 14157066 G-008 BUILDING CODE SITE PLAN
5 14157067 G-101 LIFE SAFETY PLAN
6 14157068 G-201 AIR BARRIER SYSTEM KEY PLAN
7 14157069 G-202 AIR BARRIER SYSTEM BUILDING SECTIONS
GEOTECHNICAL
8 14157070 B-001 NOTES AND LEGEND
9 14157071 B-101 SUBSURFACE EXPLORATION LOCATION PLAN
10 14157072 B-201 FOOTING UNDERCUT EXCAVATION
11 14157073 B-601 SUBSURFACE EXPLORATION RECORDS
12 14157074 B-602 SUBSURFACE EXPLORATION RECORDS
13 14157075 B-603 SUBSURFACE EXPLORATION RECORDS
14 14157076 B-604 SUBSURFACE EXPLORATION RECORDS
15 14157077 B-605 SUBSURFACE EXPLORATION RECORDS
16 14157078 B-606 SUBSURFACE EXPLORATION RECORDS
17 14157079 B-607 SUBSURFACE EXPLORATION RECORDS
CIVIL
18 14157080 C-001 LEGEND, NOTES & ABBREVIATIONS
19 14157081 C-002 CIVIL NOTES
20 14157082 VF101 EXISTING CONDITIONS PLAN
21 14157083 CE101 EROSION AND SEDIMENT CONTROL PLAN PHASE I
22 14157084 CE102 EROSION AND SEDIMENT CONTROL PLAN PHASE II
23 14157085 CS101 CIVIL SITE AND LAYOUT PLAN
24 14157086 CS401 CONCRETE JOINTING PLAN
25 14157087 CG101 GRADING PLAN
26 14157088 CU101 UTILITY PLAN
27 14157089 CU201 STORM SEWER AND WATER LINE PROFILES
28 14157090 CU202 STORM SEWER PROFILES
29 14157091 C-501 DETAILS - EROSION AND SEDIMENT CONTROL
30 14157092 C-502 DETAILS - EROSION AND SEDIMENT CONTROL
31 14157093 C-503 DETAILS - SITE
32 14157094 C-504 DETAILS - SITE
33 14157095 C-505 DETAILS - UTILITY
34 14157096 C-506 DETAILS - UTILITY
35 14157097 C-507 DETAILS - UTILITY
36 14157098 C-508 DETAILS - UTILITY
37 14157099 C-509 DETAILS - UTILITY
38 14157100 C-510 DETAILS - FENCING
39 14157101 C-511 DETAILS - FENCING
LANDSCAPE
40 14157102 L-001 LANDSCAPE NOTES, LEGEND, AND ABBREVIATIONS
41 14157103 LS101 LANDSCAPE SITE PLAN
42 14157104 LS501 LANDSCAPE DETAILS
STRUCTURAL
43 14157105 S-001 GENERAL STRUCTURAL NOTES
44 14157106 S-002 LEGENDS AND ABBREVIATIONS
45 14157107 S-003 LOADING DIAGRAMS
46 14157108 S-101 FOUNDATION PLAN
47 14157109 S-102 LOW ROOF FRAMING PLAN
48 14157110 S-103 HIGH ROOF FRAMING PLAN
49 14157111 S-301 SECTIONS
50 14157112 S-302 SECTIONS
51 14157113 S-401 FUEL TANK ROOM FRAMING PLAN
52 14157114 S-501 FOUNDATION DETAILS
53 14157115 S-502 SOG DETAILS
54 14157116 S-503 STEEL DETAILS
55 14157117 S-504 WALL DETAILS
ARCHITECTURAL
56 14157118 A-001 GENERAL NOTES LEGENDS AND ABBREVIATIONS
57 14157119 A-101 WORK KEYNOTES - PLANS
58 14157120 A-105 FLOOR PLAN
59 14157121 A-106 REFLECTED CEILING PLAN
60 14157122 A-107 ROOF PLAN
61 14157123 A-201 WORK KEYNOTES - ELEVATIONS
62 14157124 A-205 ELEVATIONS
63 14157125 A-206 ELEVATIONS
64 14157126 A-301 WORK KEYNOTES - BUILDING SECTIONS
65 14157127 A-302 WORK KEYNOTES WALL - SECTIONS
66 14157128 A-305 BUILDING SECTIONS
67 14157129 A-306 WALL SECTIONS
68 14157130 A-307 WALL SECTIONS
69 14157131 A-401 KEYNOTES - ENLARGED PLAN & INTERIOR ELEVATIONS
70 14157132 A-405 ENLARGED FLOOR PLANS
71 14157133 A-406 INTERIOR ELEVATIONS AND TOILET ACCESSORIES SCHEDULES
72 14157134 A-407 CASEWORK SECTIONS
73 14157135 A-501 WORK KEYNOTES - EXTERIOR DETAILS
74 14157136 A-502 WORK KEYNOTES CEILING, PENETRATION, FIRE RATED PARTITION AND RAISED ACCESS FLOOR DETAILS
75 14157137 A-505 ROOF DETAILS
76 14157138 A-506 EXTERIOR DETAILS
77 14157139 A-507 CEILING DETAILS
78 14157140 A-508 FIRE RATED PENETRATION DETAILS
79 14157141 A-509 FIRE RATED PARTITION DETAILS
80 14157142 A-510 RAISED ACCESS FLOOR DETAILS
81 14157143 A-601 WORK KEYNOTES - DOORS, LOUVERS, TRANS. PANEL DETAILS
82 14157144 A-605 PARTITION TYPES
83 14157145 A-606 DOOR AND WINDOW SCHEDULES AND TYPES
84 14157146 A-607 DOOR DETAILS
85 14157147 A-608 PIPE PENETRATION AND LOUVER DETAILS
INTERIORS
86 14157148 IF101 INTERIOR FURNITURE PLAN
87 14157149 IF601 FURNITURE SCHEDULE AND DETAILS
88 14157150 IG101 INTERIOR SIGNAGE PLAN
89 14157151 IG601 INTERIOR SIGNAGE SCHEDULE AND DETAILS
90 14157152 IN601 INTERIOR FINISH LEGEND AND SCHEDULE
FIRE PROTECTION
91 14157153 F-001 FIRE PROTECTION LEGEND AND NOTES
92 14157154 F-002 FIRE PROTECTION NOTES CONTINUED
93 14157155 FA101 FIRE ALARM FLOOR PLAN
94 14157156 FA501 FIRE ALARM DETAILS
95 14157157 FA502 FIRE ALARM RISER DIAGRAM AND MATRIX
96 14157158 FX101 FIRE SUPRESSION FLOOR PLAN
97 14157159 FX401 FIRE PUMP PLAN VIEW
98 14157160 FK101 CLEAN AGENT SUPRESSION FLOOR PLAN
99 14157161 FK501 CLEAN AGENT RISER DIAGRAM AND MATRIX
PLUMBING
100 14157162 P-001 GENERAL NOTES, SYMBOLS, AND LEGENDS
101 14157163 P-101 DOMESTIC WATER - FLOOR PLAN
102 14157164 P-102 SANITARY/VENT - FLOOR PLAN
103 14157165 P-103 RADON - FLOOR PLAN
104 14157166 P-104 FUEL LINE - FLOOR PLAN
105 14157167 P-401 ENLARGED FLOOR PLANS
106 14157168 P-501 PLUMBING DETAILS
107 14157169 P-502 PLUMBING DETAILS
108 14157170 P-601 PLUMBING SCHEDULES
109 14157171 P-602 PLUMBING SCHEDULES
110 14157172 P-701 WATER RISER DIAGRAM
111 14157173 P-702 WATER RISER DIAGRAM
112 14157174 P-703 RADON MITIGATION RISER DIAGRAM
113 14157175 P-704 FUEL - OIL SCHEMATICS
MECHANICAL
114 14157176 M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND LEGENDS
115 14157177 M-101 FLOOR PLAN - MECHANICAL HVAC
116 14157178 M-102 FLOOR PLAN - MECHANICAL PIPING
117 14157179 M-401 ENLARGED FLOOR PLAN - MECHANICAL ROOM DUCTWORK
118 14157180 M-402 ENLARGED FLOOR PLAN - MECHANICAL ROOM PIPPING
119 14157181 M-403 MECHANICAL SECTION PLANS
120 14157182 M-501 MECHANICAL DETAILS
121 14157183 M-502 MECHANICAL DETAILS
122 14157184 M-503 MECHANICAL DETAILS
123 14157185 M-504 MECHANICAL DETAILS
124 14157186 M-505 MECHANICAL DETAILS
125 14157187 M-506 MECHANICAL DETAILS
126 14157188 M-507 MECHANICAL DETAILS
127 14157189 M-601 MECHANICAL SCHEDULES
128 14157190 M-602 MECHANICAL SCHEDULES
129 14157191 M-603 MECHANICAL SCHEDULES
130 14157192 M-701 MECHANIAL CONTROLS
131 14157193 M-702 CHILLED WATER CONTROL
132 14157194 M-703 MECHANICAL CONTROLS
133 14157195 M-704 MECHANICAL CONTROLS
134 14157196 M-705 MECHANICAL CONTROLS
ELECTRICAL
135 14157197 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS
136 14157198 ES101 ELECTRICAL DEMOLITION SITE PLAN
137 14157199 ES102 ELECTRICAL SITE PLAN
138 14157200 ES501 ELECTRICAL SITE DETAILS
139 14157201 ES502 ELECTRICAL SITE DETAILS
140 14157202 ES503 OVERHEAD ELECTRICAL SITE DETAILS
141 14157203 ES504 OVERHEAD ELECTRICAL SITE DETAILS
142 14157204 EL101 ELECTRICAL LIGHTING PLAN
143 14157205 EL501 LUMINAIRE DETAILS
144 14157206 EL502 LUMINAIRE DETAILS
145 14157207 EL601 LUMINAIRE SCHEDULE AND CONTROL TABLE
146 14157208 EP101 ELECTRICAL POWER PLAN
147 14157209 EP102 ELECTRICAL POWER PLAN - MECHANICAL EQUIPMENT
148 14157210 EP201 ELECTRICAL SWITCHBOARD GS1 ELEVATION AND SCHEDULE
149 14157211 EP202 ELECTRICAL SWITCHBOARD ES1 ELEVATION AND SCHEDULE
150 14157212 EP601 ELECTRICAL ONE-LINE DIAGRAM
151 14157213 EP602 ELECTRICAL PANELBOARD SCHEDULES
152 14157214 EP603 ELECTRICAL PANELBOARD SCHEDULES
153 14157215 EP604 PDU-1A PANELBOARD SCHEDULES
154 14157216 EP605 PDU-2A AND PDU-AB PANELBOARDS SCHEDULES
155 14157217 EP606 PDU-1B PANELBOARD SCHEDULES
156 14157218 EP607 PDU-2B AND GL115 PANELBOARD SCHEDULES
157 14157219 EG101 ELECTRICAL GROUNDING PLAN
158 14157220 EG102 LIGHTNING PROTECTION SYSTEM ROOF PLAN
159 14157221 EG201 EXTERIOR LPS ELEVATIONS
160 14157222 EG202 EXTERIOR LPS ELEVATIONS
161 14157223 EG501 GROUNDING AND LPS DETAILS
162 14157224 EG502 GROUNDING AND LPS DETAILS
163 14157225 TN101 TELECOMMUNICATIONS AND OVERHEAD CABLE TRAY PLAN
164 14157226 TN401 ENLARGED TELECOMMUNICATIONS PLANS
165 14157227 TN501 TELECOMMUNICATIONS WORKSTATION OUTLET DETAILS
166 14157228 TN601 TELECOMMUNICATIONS RISER DIAGRAMS
167 14157229 TY101 ELECTRONIC SECURITY SYSTEM PLAN
168 14157230 TY501 ELECTRONIC SECURITY SYSTEM DOOR ELEVATIONS
169 14157231 TY601 ACCESS CONTROL AND INTRUSION DETECTION SYSTEM RISER DIAGRAMS
170 14157232 TY602 VIDEO SURVEILLANCE SYSTEM RISER DIAGRAM
GRAPHIC SCALE
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GENERAL SHEET NOTES
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CJOINT LEGEND
GENERAL NOTES
CONCRETE SIDEWALK AND HEAVY DUTY PCCA1
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UTILITY PLAN
GRAPHIC SCALE
GENERAL NOTES
CONSTRUCTION KEYNOTES
UTILITY PLAN
CU101
(CONTINUED)
SCALE:
200 WATER LINE "A"A3 1 = 30 VERTICAL
1 = 300 HORIZONTAL
SCALE:
200 WATER LINE "B"A5 1 = 30 VERTICAL
1 = 300 HORIZONTAL
SCALE:
STORM PROFILE "A"C5 1 = 30 VERTICAL
1 = 300 HORIZONTALSCALE:
STORM PROFILE "B"C3 1 = 30 VERTICAL
1 = 300 HORIZONTAL
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SCALE:
STORM PROFILE "C"C5 1 = 30 VERTICAL
1 = 300 HORIZONTAL
SCALE:
STORM PROFILE "D"A2 1 = 30 VERTICAL
1 = 300 HORIZONTAL SCALE:
STORM PROFILE "E"A4 1 = 30 VERTICAL
1 = 300 HORIZONTAL
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B1 ASPHALT PAVEMENT
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THICKENED EDGE EXPANSION JOINT (TEJ)
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B3 CONTRACTION JOINT (CJ)
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MATERIALS LEGEND
GENERAL NOTES
NAME
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ENLARGED PLAN
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LANDSCAPE ARCHITECTURAL SYMBOLOGY ABBREVIATIONS
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WORK KEYNOTES
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GENERAL SHEET NOTES
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DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
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S-001
14157105
1838720
GENERAL NOTES
1. USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE DRAWINGS OF
ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. VERIFY THE
REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS,
INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE
STRUCTURAL WORK.
2. ALL DIMNENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
3. COMPLY WITH SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK.
THE STRUCTURAL ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS
TO SAFETY PRECAUTIONS AND PROGRAMS.
4. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.
PROVIDE TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD
THE STRUCTURE IN PROPER ALIGNMENT UNTIL STRUCTURAL WORK AND
CONNECTIONS HAVE BEEN COMPLETED. INVESTIGATE, DESIGN, VERIFY
SAFETY, VERIFY ADEQUACY AND INSPECT ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY SHORING AND
BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER
ALIGNMENT UNTIL PERMANENT SUPPORT, LATERAL BRACING, AND ROOF
DIAGRAM ARE IN PLACE.
6. STRUCTURAL SYSTEMS WHICH CONSIST OF FIELD ERECTED COMPONENTS
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
THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF
THIS STRUCTURE ARE INDICATED IN THE "DESIGN LOADS". DO NOT APPLY
CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY
CONNECTED AND UNTIL TEMPORARY BRACING IS IN PLACE.
8. SHOULD DISCREPANCIES ARISE BETWEEN THE DRAWINGS AND THE
SPECIFICATIONS, NOTIFY THE CONTRACTING OFFICER AND OBTAIN A WRITTEN
DETERMINATION BEFORE PROCEEDING WITH CONSTRUCTION. SHOULD
DISCREPANCIES ARISE BETWEEN THE DRAWINGS, NOTES, SPECS, AND/OR
DETAILS, THE MOST STRINGENT REQUIREMENTS APPLY. NOTIFY THE
CONTRACTING OFFICER OF SUCH DISCREPANCIES PRIOR TO PROCEEDING
WITH CONSTRUCTION.
9. DETAILS LABELED AS “TYPICAL” OR TYP” APPLY TO ALL SITUATIONS THAT ARE
THE SAME OR SIMILAR TO THESE SPECIFICALLY DETAILED. SUCH DETAILS
APPLY WHEATHER OR NOT THEY ARE KEYED IN AT EACH LOCATION ON THE
DRAWINGS. DIRECT QUESTION REGARDING APPLICABILITY OF TYPICAL
DETAILS TO THE CONTRACTING OFFICER.
10. GROUND FLOOR ELEVATION FOR THE MAIN FACILITY ARE REFERENCED FROM
0.00mm = 4500mm PER CIVIL DRAWINGS UNO.
11. REPRODUCTION OF CONTRACT DRAWINGS MUST NOT BE USED AS SHOP
DRAWINGS UNDER ANY CIRCUMSTANCE.
12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUPPORT FOR ALL
EQUIPMENT AND MISCELLANEOUS HANGING ITEMS. COORDINATE. SIZE AND
LOCATION WITH DELEGATED DESIGN AS REQUIRED PER SPECIFICATIONS.
DESIGN LOADS
1. RISK CATEGORY III
2. LIVE LOADS
a. ROOF 1.0 kPa (20 PSF)
b. GROUND FLOOR 4.8 kPa (100 PSF)
c. MECHANICAL ROOMS 7.2 kPa (150 PSF)
d. ACCESS FLOOR 12 kPa (300 PSF)
3. SNOW DATA
a. GROUND SNOW LOAD, PG 4.8 KPa (100 PSF)
b. EXPOSURE FACTOR, CE 0.9
c. ROOF THERMAL FACTOR, CT 1.0
d. IMPORTANCE FACTOR, IS 1.1
4. WIND DATA
a. BASIC WIND SPEED, V 235 KM/H (146 MPH)
b. NOMINAL WIND SPEED 182 KM/H (113 MPH)
c. EXPOSURE D
d. INTERNAL PRESSURE COEFF. GCPI ±0.18
(ENCL BUILDING)
e. REFER TO SHEET S-003 FOR DESIGN ULTIMATE COMPONENTS AND
CLADDING WIND PRESSURE FOR ROOFS AND WALLS
5. SEISMIC DATA
a. SS 0.14G
b. S1 0.05G
c. SDS 0.15
d. SD1 0.08
e. IE 1.25
f. SITE CLASS D
g. SEISMIC DESIGN CATEGORY B
h. LATERAL FORCE RESISTING SYSTEM: ORDINEARY
PRECAST REINFORCED
CONCRETE SHEAR
WALLS
i. R 3
j. CD 3
k. ANALYSIS PROCEDURE ELF
l. CS 0.062
DOD CODES AND CRITERIA
THE APPLICABLE DESIGN STANDARDS AND/OR CRITERIA ARE AS FOLLOWS:
• UFC 1-200-01 – UNIFIED FACILITIES CRITERIA DOD BUILDING CODE, WITH
CHANGE 2, LAST UPDATED JUNE 12, 2023
• UFC 3-301-01 - UNIFIED FACILITIES CRITERIA STRUCTURAL ENGINEERING WITH
CHANGE 1, LAST UPDATED OCTOBER 02, 2023
• IBC 2021 – INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE
• ASCE 7-16 – AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES, 2016
• AISC 360-16 – AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, 2016
• ACI 318-19 – AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENT
FOR STRUCTURAL CONCRETE, 2019
• SDI RD-2017 – STEEL DECK INSTITUTE, STANDARD FOR STEEL DECKS, 2010
CANADIAN CODES AND CRITERIA
THE APPLICABLE DESIGN STANDARDS AND/OR CRITERIA ARE AS FOLLOWS:
• NBC-2020 - NATIONAL BUILDING CODE OF CANADA, 2020
• CSA A23.1/A23.2: 19 - CONCRETE MATERIALS AND METHODS OF CONCRETE
CONSTRUCTION
• CSA A23.3:19 - DESIGN OF CONCRETE STRUCTURES
• CSA A23.4:19 - PRECAST CONCRETE – MATERIALS AND CONSTRUCTION
• CSA G30.18:09 - CARBON STEEL BARS FOR CONCRETE REINFORCEMENT
• CSA S16:19 - DESIGN OF STEEL STRUCTURES
• CSA S136:16 - COLD FORMED STEEL
• CSA S304:14 - DESIGN OF MASONRY STRUCTURES
• CSSBI CANADIAN SHEET STEEL BUILDING INSTITUTE
CANADIAN DESIGN LOADS
1. BUILDING IMPORTANCE HIGH
2. WIND DESIGN DATA
A. q 1/50 0.75 kPa B. V 123 km/hr C. Iw 1.15 D. Open Exposure
3. SNOW DESIGN DATA
A. Ground snow load 2.4 kPa B. Rain 0.7 kPa C. Is 1.15
4. SEISMIC DESIGN DATA
A. SITE CLASIIFICATION D
B. Sa(0.2) 0.261 C. Sa(0.5) 0.296 D. Sa(1.0) 0.193 E. Sa(2.0) 0.0989 F. Sa(5.0) 0.0282 G. Sa(10.0) 0.00908 H. PGA 0.136g I. PGV 0.205g
J. IE 1.3
K. Sesmic Catagory SC3
FOUNDATIONS
1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE
WITH THE DATA PROVIDED IN THE GEOTECHNICAL EXPLORATION REPORT,
PROVIDED BY AECOM-BAKER JF, DATED MARCH 29, 2024 AND THE
RECOMMENDATION OF THE GEOTECHNICAL ENGINEER OF RECORD FOR
NAVFAC ATLANTIC.
2. FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF 143 kPa
BOTTOM OF FOOTING MUST REST ON APPROVED SUBGRADE OR STRUCTURAL
FILL, REFER TO GEOTECHNICAL UNDERCUT PLAN ON B-201.
3. ACTIVE LATERAL EARTH PRESSURE ON WALLS = 6.3 kPa/M.
4. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS
MUST BE INSPECTED BY THE CONTRACTOR’S SPECIAL INSPECTOR.
5. PLACE FOUNDATION CONCRETE THE SAME DAY AS EXCAVATIONS ARE MADE
OR AS SOON AS PRACTICAL THEREAFTER.
6. BACKFILL UNDER ANY PORTION OF THE STRUCTURE MUST BE COMPACTED IN
200mm LIFTS.
7. FILL AND BACKFILL MUST BE COMPACTED TO A MINIMUM OF 95% ASTM D-698
DENSITY.
8. NO UNBALANCED BACKFILLING MUST BE DONE AGAINST WALLS UNLESS THEY
ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY
CONSTRUCTION BRACING OR BY PERMANENT CONSTRUCTION.
SLAB ON GRADE
1. COMPACT SOIL TO PROVIDE A SATISFACTORY SUBGRADE FOR THE CONCRETE
SLAB-ON-GRADE. BACKFILL MATERIAL MUST BE GRAVELY SOIL, WELL-GRADED
SANDS, AND SAND GRAVEL MIXTURES RELATIVELY FREE OF PLASTIC FINED.
2. PROVIDE MINIMUM 200mm THICK POROUS FILL DIRECTLY UNDER VAPOR
RETARDER TO PREVENT WATER CAPILLARY ACTION. CAPILLARY WATER
RETARDER MUST BE NO 57 STONE MEETING THE REQUIERMENTS OF ASTM C33.
POROUS FILL MUST BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM
D 698.
3. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS,
USE 12mm THICK PREMOLDED JOINTS FULL DEPTH OF SLAB.
4. VAPOR RETARDER, OVERLAPPED 150mm AT JOINTS, AND WITH A PERMEANCE
OF LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-96. PROVIDE VAPOR
RETARDER WITH A MINIMUM THICKNESS OF 15 MILLS UNDER INTERIOR SLAB.
5. PROVIDE CONTROL JOINTS ON SLAB SURFACE, SEE PLAN FOR JOINT SPACING
AND LOCATIONS. JOINTS MUST BE SAWED WITHIN 24 HOURS AFTER CONCRETE
PLACEMENT.
6. ANY STRUCTURAL MEMBER PENETRATING SLAB IS TO BE SURROUNDED WITH
12mm PRE-MOLDED JOINT FILLER COMPLYING WITH ASTM D-1752, TYPE 1.
7. SEE THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS
OF DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN.
8. SLAB FINISH TYPE: INSIDE BUILDING – STEEL TROWELED, OUTSIDE SLAB –
BROOMED, UNLESS NOTED OTHERWISE.
CONCRETE
1. CONCRETE MUST BE NORMAL WEIGHT UNO AND CONFORM TO THE
FOLLOWING COMPRESSIVE STRENGTH REQUIREMENTS:
A. FOUNDATIONS C1 F’C = 35 MPa B. SLAB-ON-GRADE (OUTSIDE BUILDING) C2 F’C = 32 MPa C. SLAB-ON-GRADE (INTERIOR) N-CF F'C = 35 MPa1 D. ALL OTHER CONCRETE C2 F'C = 32 MPa
2. PROVIDE REINFORCING THAT MEETS THE FOLLOWING CRITERIA:
A. CSA G30.18, DEFORMED FY = 400 MPa B. WELDED WIRE REINFORCEMENT CSA G30.15 FY = 400 MPa
3. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH REINFORCING
STEEL INSTITUTE OF CANADA (RSIC) MANUAL. 1
4. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER
MUST BE PROVIDED FOR REINFORCEMENT:
A. CONCRETE DEPOSITED AGAINST THE GROUND 75mm B. CONCRETE EXPOSED TO EARTH OR WEATHER 60mm C. 15M AND SMALLER 40mm D. 20M AND LARGER 50 mm
E. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
F. SLABS AND WALLS 40mm
5. PROVIDE DOWELS TO MATCH REINFORCEMENT SIZE AND SPACING INDICATED
FOR ALL STRUCTURAL ELEMENTS, UNO.
6. PROVIDE WATERSTOPS IN ALL CONSTRUCTION JOINTS AT OR BELOW GRADE.
7. CONCRETE WALLS MUST BE TEMPORARILY BRACED AGAINST EARTH
PRESSURE AND WIND FORCED UNTIL ROOF STRUCTURE AND DIAPHRAGM IS IN
PLACE.
8. SEE ARCHITECTURAL, MECHANICAL, AND OTHER DISCIPLINES FOR LOCATIONS
OF OPENINGS AND SLEEVES IN CONCRETE WALLS AND SLAB. SPREAD
REINFORCEMENT AT OPENINGS AND SLEEVES, UNO DO NOT CUT
REINFORCEMENT. SEE TYPICAL REINFORCEMENT DETAILS FOR OPENINGS IN
SLABS AND WALLS FOR ADDITIONAL REQUIREMENTS.
9. CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES 20mm, UNO.
STRUCTURAL STEEL
1. STRUCTURAL STEEL MUST CONFORM TO CSA S16.
2. MATERIALS: MUST CONFORM TO CSA G40.21 UNLESS OTHERWISE NOTED, WITH
THE FOLLOWING GRADES,
A. WIDE FLANGE SHAPES – GRADE 50W, FY = 345 MPa B. ANGLES, CHANNELS - GRADE 44W, FY = 300 MPa C. HSS RECTANGULAR – GRADE 50W, FY = 345 MPa D. HSS ROUND – GRADE 50W, FY = 345 MPa E. PLATES – GRADE 44W, FY = 300 MPa
F. WELDING ELECTRODES – AWS D1.1, E70XX, FILLET WELD SIZE TYPICAL
6mm, UNO.
3. UNLESS OTHERWISE NOTED, STEEL PERMANENTLY EXPOSED TO THE
WEATHER MUST BE GALVANIZED OR PAINTED.
4. THE CENTER LINES OF ALL COLUMNS AND BEAMS SHALL BE LOCATED ON
COLUMN LINES UNO.
5. USE 20mm HIGH STRENGTH BOLT PER ASTM F3125 GRADE A325. PROVIDE
STANDARD OR SHORT SLOTTED HOLES UNO.
6. ERECT ALL BEAMS WITH NATURAL CAMBER UP.
7. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD
STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY
BRACING AND SUPPORT MUST NOT BE REMOVED UNTIL PERMANENT BRACING
HAS BEEN INSTALLED AND ROOF DECK IS INSTALLED.
8. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF
STRUCTURAL STEEL MUST NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL
BY CONTRACTING OFFICER FOR EACH SPECIFIC CASE
9. ANCHORS SHALL CONFORM TO ASTM F1554, GRADE 55, UNO.
10. NON-SHRINK GROUT TYPICAL FOR BASE PLATES TO COMPLY WITH ASTM C1107
WITH MINIMUM COMPRESSIVE STRENGTH 48 MPa AT 28 DAYS.
11. STEEL BEAM CONNECTIONS SHOWN ARE FULLY DESIGNED. CONTRACTOR HAS
THE OPTION TO SUBMIT ALTERNATE CONNECTION DETAILS AT NO ADDITIONAL
COST FOR APPROVAL. CONNECTION DESIGNS MUST BE DESIGNED PER CSA
S16 USING THE END REACTIONS PROVIDED ON S-003. SUBMIT DESIGNS IN SHOP
DRAWINGS WITH CALCULATIONS THAT ARE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN CANADA.
METAL DECK
1. ROOF DECK MUST BE G90 GALVANIZED STEEL CONFORMING TO CSA S136 WITH
A MINIMUM YIELD STRENGTH OF 345 MPa. STEEL ROOF DECK MUST BE 38mm
DEEP TYPE B DECK WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:
A. T= 1.2mm (18 GAGE) B. IP= 370 x 103 mm4/m C. SP=16.45 x 103 mm3/m D. SN= 17.10 x 103 mm3/m
2. ROOF DECK MUST BE FASTENED TO THE SUPPORTING STRUCTURE WITH
16mmØ PUDDLE WELDS CREWS AT 914/5 PATTERN. SIDE LAP CONNECTIONS
MUST BE MADE WITH #10 SELF TAPPING SCREWS AT QUARTER POINTS
BETWEEN SUPPORTS NO FURTHER THAN 300mm ON CENTER. FASTEN
DISCONTINUOUS SIDE OF ROOF DECK TO BENT PLATE STRUCTURE WITH
16mmØ PUDDLE WELDS AT 304mm ON CENTER.
3. STEEL DECKS ARE PART OF THE LATERAL LOAD SYSTEM.
4. WHERE 4 OR MORE SUPPORTS ARE PROVIDED, STEEL DECK SHALL SPAN
CONTINUOUSLY OVER A MINIMUM OF 3 SUPPORTS (2-SPAN CONDITION),
UNLESS OTHERWISE NOTED.
5. PROVIDE 1.5mm THICK RIDGE PLATES, VALLEY PLATES AND MISCELLANEOUS
METAL DECK ACCESSORIES MUST BE PROVIDED AND INSTALLED BY THE
CONTRACTOR IN ACCORDANCE WITH THE DECK MANUFACTURER’S
RECOMMENDATIONS.
6. PERMANENT SUSPENDED LOADS MUST NOT BE SUPPORTED BY STEEL ROOF
DECK.
7. DECKS, FASTENERS AND ACCESSORIES MUST BE HOT DIP GALVANIZED, G90.
8. DECK SUPPLIER MUST DESIGN AND PROVIDE REINFORCING FOR ALL ROOF
DECK OPENINGS BETWEEN 150 AND 300 WIDE, REFER TO ARCHITECTURAL AND
MECHANICAL DRAWINGS FOR LOCATIONS. CLEAR SPACING BETWEEN
ADJACENT OPENINGS TO BE MIN. 3 TIMES THE WIDTH OF THE LARGER
OPENING. FOR LARGER OPENINGS REFER TO DETAIL ON S-503.
9. CONTRACTOR HAS THE OPTION TO USE POWDER ACTUATED FASTENERS IN
PLACE OF WELD AT NO ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR MUST SUBMIT CALCULATIONS THAT ARE SIGNED AND SEALED BY
AN ENGINEER LICENSED IN CANADA THAT DEMONSTRATE THE POWDER
ACTUATED FASTENERS PROVIDE THE SAME OR GREATER DECK SHEAR
CAPACITY AS THE WELDS.
SPECIAL INSPECTIONS
1. SPECIAL INSPECTION AND TESTING MUST CONFORM TO SECTION 1704 OF THE
INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY UFC 1-200-1 AND UFC
3-301-01.
2. ONE OR MORE QUALIFIED SPECIAL INSPECTION & TESTING AGENCIES MUST BE
EMPLOYED BY THE CONTRACTOR TO PERFORM THE NECESSARY INSPECTION
OF IBC SECTION 1705, AS APPLICABLE. QUALIFICATIONS FOR SPECIAL
INSPECTION AND TESTING AGENCIES AND INSPECTORS MUST BE SUBMITTED
TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
3. SPECIAL INSPECTOR QUALIFICATIONS MUST MEET THE REQUIREMENTS OF
SPECIFICATION SECTION 01 45 35.
4. FOR STATEMENT OF SPECIAL INSPECTION SEE PROJECT SPECIFICATIONS.
PRECAST CONCRETE WALLS
1. DESIGN PRECAST CONCRETE MEMBERS AND CONNECTIONS IN ACCORDANCE
WITH CSA-A23.1 AND CSA-A23.4.
2. PRECAST MANUFACTURERS MUST HAVE PRECAST CERTIFICATION WITH CPCI
OR CSA.
3. PRIOR TO FABRICATION THE CONTRACTOR MUST SUBMIT THE FOLLOWING TO
THE CONTRACTING OFFICER. DOCUMENTS MUST BE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN CANADA.
A. DESIGN CALCULATIONS INCLUDING DESIGN CRITERIA, REACTION
FORCES, LOAD CAPACITIES, AND CONNECTIONS.
B. SHOP DRAWINGS SHOWING ERECTION PLANS, REINFORCEMENT LAYOUT,
CONNECTIONS, DETAILS, DIMENSIONS, AND OPENING SIZES AND
LOCATIONS.
4. PRECAST WALLS ARE PART OF THE LATERAL FORCE RESISTING SYSTEM AND
MUST MEET THE DETAILING REQUIREMENTS OF LOAD BEARING ORDINARY
PRECAST CONCRETE SHEAR WALLS.
5. DESIGN PRECAST LOAD BEARING WALLS AND CONNECTION FOR LOADING
GIVEN IN THE CONTRACT DOCUMENTS INCLUDING DEAD LOAD OF THE ROOF
AND WALL, ROOF LIVE LOAD, SNOW LOAD, ROOF AND WALL WIND LOAD, OUT
OF PLANE SEISMIC LOAD, AND IN PLANE SHEAR WALL WIND AND SEISMIC
LOADS. DESIGN WALLS USING THE MOST UNFAVORABLE LOAD COMBINATION.
6. CONNECTIONS AND WALL REINFORCEMENT SHOWN PROVIDE MINIMUM
REQUIREMENTS, AND ANY DEVIATION FROM PROVIDED DETAILS MUST BE
APPROVED BY THE CONTRACTING OFFICER. SUGGESTED DETAILS ON THE
DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF
DESIGNING THE PRECAST WALLS AND CONNECTIONS.
7. EACH PANEL MUST HAVE A MINIMUM OF TWO POINTS TO TRANSFER GRAVITY
LOADS, FOUR POINTS TO TRANSFER LATERAL LOADS AND TWO POINTS TO
TRANSFER LONGITUDINAL LOADS. EACH CONNECTION MAY SERVE TO RESIST
MORE THAN ONE TYPE OF LOADING.
8. COORDINATE WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE PROTECTION, LANDSCAPING AND CIVIL DRAWINGS FOR
LOCATIONS OF EMBEDS, OPENINGS AND POCKETS IN MEMBERS. PROVIDE
SLEEVES FOR MECHANICAL PIPES AND ELECTRICAL CONDUITS THROUGH THE
PRECAST MEMBERS. CONTRACTOR MUST VERIFY SIZE AND LOCATIONS OF
OPENINGS IN PRECAST MEMBERS WITH THE TRADE REQUIRING THE SLEEVE.
9. GALVANIZE ALL STEEL PLATES, SHAPES, AND ANCHORS USED FOR PRECAST
WALLS UNLESS NOTED OTHERWISE. PAINT ALL WELDS WITH ZINE RICH REPAIR
PAINT AFTER WELDING. CONNECTIONS BELOW GRADE THAT ARE EXPOSED
MUST BE PAINTED WITH COAL TAR EPOXY.
10. PRECAST CONCRETE SUPPLIER MUST FURNISH ALL LOOSE CLIP ANGLES,
INSERTS, AND WELD PLATES NECESSARY FOR PROPER INSTALLATION.
11. PRECAST CONCRETE SUPPLIER MUST LOCATE PICKUP POINTS, SELECT PICKUP
HARDWARE, SELECT TEMPORARY BRACING AND BE RESPONSIBLE FOR
DESIGNING AND SUPPLYING ANY ADDITIONAL REINFORCING, SHORING, ETC. AS
REQUIRED FOR ERECTION PURPOSES.
12. PRECAST CONCRETE STRENGTH F'C =35 MPa, MINIMUM.
COLD FORMED METAL FRAMING
1. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR COLD-FORMED
METAL FRAMING MEMBERS LOCATIONS, SIZES AND PROPERTIES.
2. LIGHT GAGE MEMBERS AND DETAILS SHOWN ON THE ARCHITECTURAL OR
STRUCTURAL DRAWINGS ARE FOR BID PURPOSES ONLY. STRUCTURAL
STUD AND/OR SOFFIT FRAMING MEMBERS AND CONNECTIONS ARE TO BE
ENGINEERED BY THE MANUFACTURE. DESIGN CALCULATIONS AND SHOP
DRAWINGS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR
REVIEW. DESIGN IN ACCORDANCE WITH CSA S136 USING LOADS PROVIDED.
3. ALL COLD-FORMED STEEL TO BE FORMED FROM CORROSION RESISTANT
STEEL CONFORMING TO CSA-S136-16 (R2021) WITH A MINIMUM YIELD
STRESS OF 345 MPA AND MINIMUM THICKNESS OF 1.5MM.
4. FRAMING COMPONENTS ARE TO BE CUT SQUARELY FOR ATTACHMENT TO
PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT
AGAINST ABUTTING MEMBERS.
5. FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING,
TORCH CUTTING OF COLD-FORMED MEMBERS IS UNACCEPTABLE.
6. PROVIDE VERTICAL SLIDE TRACKS OR SLIDE CLIPS WHERE INDICATED ON
THE DRAWINGS OR OTHERWISE REQUIRED TO ALLOW FOR VERTICAL
STRUCTURAL MOVEMENT. MAXIMUM EXPECTED STRUCTURAL LIVE LOAD
DEFLECTION IS L/240 FOR ROOFS.
7. DESIGN ROOF OVERHANGS FOR 1.0 KPA LIVE LOAD, 3.4 KPA SNOW LOAD,
AND C&C WIND LOADS INDICATED ON S-003.
A
M E
N D
M E
N T
3/
/2
R E
V
IS
E D
N O
T
S
W305x35
TOS XXX
FRAMING SIZE
X
TOP OF STEEL
COLUMN GRID MARK
KEY NOTE
T/WALL XXX
TOP OF WALL
T/SLAB XXX
TOP OF SLAB
XXXX
TOP OF SLAB SPOT ELEVATION
X:Y
CHANGE IN ROOF/SLAB ELEVATION
SLAB-ON-GRADE JOINT
NORMAL ROOF SLOPE
DECK/SLAB SPAN DIRECTION
WORK POINT
FD FLOOR DRAIN
30 MPa 32MPa
Ld Ls
BAR
SIZE
OTHER
78010M
15M
20M
25M
30M
35M
TOP BAR
45M
55M
Ldh
EMBEDMENT AND LAP SPLICE LENGTHS
CASE 2CASE 1 CASE 2CASE 1
OTHERTOP BAR
CASE 2CASE 1 CASE 2CASE 1
Ld Ls
OTHERTOP BAR Ldh
CASE 2CASE 1 CASE 2CASE 1
OTHERTOP BAR
CASE 2CASE 1 CASE 2CASE 1
35 MPa
NOTES:
1. VALUES ARE BASED ON FY = 400 MPa REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
2. CASE 1 IS APPLICABLE WHEN ONE OF THE FOLLOWING CONDITIONS ARE SATISFIED:
A. CLEAR COVER ≥ 1.0 db, CENTER TO CENTER SPACING ≥ 2db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM.
B. CLEAR COVER ≥ 1.0 db AND CENTER TO CENTER SPACING ≥ 3.0 Db
3. CASE 2 IS APPLICABLE WHEN CASE 1 CONDTITIONS ARE NOT MET.
4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 300mm OF FRESH CONRETE PLACED BELOW.
5. FOR 35M B2ARS AND SMALLER Ldh MAY BE MULTIPLIED BY 0.63 IF CENTER TO CENTER SPACING IS ≥ 6db
6. FOR 35M BARS AND SMALLER Ldh MAY BE MULTIPLIED BY 0.8 IF SIDE COVER NORMAL TO PLANE OF HOOK ≥ 6db.
7. THE TOTAL REDUCED DEVELOPMENT Ldh FOR NOTES 5 AND 6 MUST NOT BE LESS THAN THE GREATER OF 8db AND 150mm.
600400 1010680 780520 480220 370720 630560 480940 210720
1100740 850570 1430960 1100740 680360 5601020 890790 6801330 3601020
1340900 1030690 17401160 1340900 830480 6401240 1080960 8301610 4801240
21701450 16701110 28101880 21701450 1340700 10302010 17401540 13402610 7002010
25701710 19801320 33402230 25701710 1590910 12202380 20601830 15903090 9102380
30602040 23501570 39702650 30602040 18901180 14502830 14502180 18903680 11802830
37502500 28901930 -- -- 23201600 17803470 -2670 -- 1600-
48403230 37202480 -- -- 29902340 23004480 -2300 -- 2340-
L1
L2
Ldh Ldh
D1 D1
D1
180° HOOK 90° HOOK BEND
135° HOOK
D2
L3
STANDARD HOOKS AND BEND LENGTHS
STANDARD 90 AND 180
DEGREE HOOKS
STIRRUPS, TIES,
AND HOOPS
BAR
SIZE L1 L2 D2 L1 L2 L3
1407010M 50 70 80 80
15M
20M
25M
30M
35M
D1
45M
55M
Ls
Ld
STRAIGHT BAR
20080 65 70 100 100100
24090 120 80 240 120120
300120 150 100 300 150150
360140 180 120 360 220240
430160 220 150 430 270285
530200440
680250565
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
A T
LA
N
TI
C
P
LA
N N
IN
G
, D E
S
IG
N A
N D
C O
N S
T R
U C
T
IO
N N
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FO
LK
, V A
D E
P A
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M E
N T
O F
T H
E N
A V
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A V
A L
F A
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S E
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IN
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S Y
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N A
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A C
IL
IT
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S
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IN
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IN
G S
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T E
M S
C O
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DSN
01/15/2026
D. EVANS VIA EMAIL
C U s e rs
\m a tt h e w .w
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R s tr u c t_ m a tt h e w .w
.w ild e m a tt h e w
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LMMMWW MWW
MJD/ATP
RLS
JTW
J O
IN
T
M A
R
IT
IM
E
F A
C
IL
IT
Y
L E
G E
N D
S A
N D
A B
B R
E V
IA
T
IO
N
S
V A
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U S
L O
C A
T
IO
N S
V A
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IO
U S
L O
C A
T
IO
N S
S-002
14157106
1838720
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AR ANCHOR ROD
ARCH ARCHITECTURE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN STANDARDS OF TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
CANT CANTILEVER
CL CETNER LINE
CONT CONTINUOUS
CSA CANADIAN STANDARDS ASSOCIATION
CSSBI CANADIAN SHEET STEEL BUIDLING INSTITUTE
CJ CONSTRUCTION JOINT
DIA DIAMETER
EA EACH
EF EACH FACE
ELF EQUIVALENT LATERAL FORCE
ENCL ENCLOSED
EW EACH WAY
F'C CONCRETE COMPRESSIVE STRENGTH
FY STEEL YIELD STRENGTH
GB GRADE BEAM
IBC INTERNATIONAL BUILDING CODE
IJ ISOLATION JOINT
JT JOINT
kN KILO NEWTON kPa KILO PASCAL
LD DEVELOPMENT LENGTH
LW LONG WAY
MIN MINIMUM
MFR MANUFACTURER
NBC NATIONAL BUILDING CODE
Ø DIAMETER
OC ON CENTER
OPNG OPENING
PL PLATE
REINF REINFORCEMENT
REQD REQUIRED
SDI STEEL DECK INSTITUTE
SF STEPPED FOOTING
SIM SIMILAR
SM SQUARE METER
SOG SLAB-ON-GRADE
SPA SPACED
SW SHORT WAY
TOF TOP OF FOOTING
T/SLAB TOP OF SLAB
TOW TOP OF WALL
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
WHS WELD HEADED STUD
ABBREVIATIONS ABBREVIATIONS TYPICAL REINFORCEMENT BEND AND SPLICE DETAILS
A
M E
N D
M E
N T
3/
/2
U P
D A
T E
D L
A P
S P
LI
C
E T
A B
LE
A
D
B
C
4 5 6
9430 9720 9970 9970 6250
C1
S-301
C2
S-301
A1
S-301
C3
S-301
WF900
W F
WF1000
W F
W F
W F
W F
W F
WF900
WF1000
CF 2500 CF 2500
C1 C1
W F
TYP
T/SLAB= -1200
T/SLAB= -1200T/SLAB= 0
TOF= -1800
TOF= -1000
TOF= -1800TOF= -1000
C4
S-301
CF 2500
C1C1
CF 2500
TYP
SF
SF
A4
S-501
2.00°
170 170
TYP
A2
S-301
WF900B
W F
0B
W F
0B
B4
S-301
A4
S-301
TYP
WF2100
48710
2.
2.
2.
2.
2.
200 3891560
TOF= -1000TOF= -1800
TOF= -1000TOF= -1800
SF
SF
WF1000
WF1000
WF900
TYP
TYP
SF
SF
TOF= -1800
TOF= -1000
TOF= -1800
TOF= -1000
WF2100
S-502 A3
TYP
WF900
B3
S-501
TYP
B1
S-501
TYP
S-502 B1
TYP
A3
S-401
TS900
T S
T S
TOF= -1800 TOF= -1800 TOF= -1800 TOF= -1800
TYP
-25
TYP
TYP
TYP
2.00°
W F
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
A T
LA
N
TI
C
P
LA
N N
IN
G
, D E
S
IG
N A
N D
C O
N S
T R
U C
T
IO
N N
O R
FO
LK
, V A
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
S Y
S T
E M
S C
O M
M A
N D
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
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IN
G S
Y S
T E
M S
C O
M M
A N
D A
T L A
N T
IC
DSN
01/15/2026
D. EVANS VIA EMAIL
C U s e rs
\m a tt h e w .w
.w ild e \D o c u m e n ts \P
R s tr u c t_ m a tt h e w .w
.w ild e m a tt h e w
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LMMMWW MWW
MJD/ATP
RLS
JTW
J O
IN
T
M A
R
IT
IM
E
F A
C
IL
IT
Y
F O
U N
D A
T
IO
N P
L A
N
V A
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U S
L O
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IO
N S
V A
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U S
L O
C A
T
IO
N S
S-101
14157108
1838720
1:100 0 1000 5000 10000mm
FOUNDATION SHEET NOTES
GRAPHIC SCALE(S)
FOUNDATION KEYNOTES
1 : 100
FOUNDATION PLAN
1 150mm CONCRETE SLAB-ON-GRADE REINFORCED WITH ONE LAYER OF M10 @ 300mm OC EACH WAY REFER TO S-502 FOR DETAILS.
2 250mm CONCRETE SLAB-ON-GRADE REINFORCED WITH TWO LAYERS OF M10 @ 300 mm OC REFER TO S-502 FOR DETAILS. PROVIDE EQIPOTENTIAL GROUND PLANE IN
SLAB. COORDINATE WITH ELECTRICAL, SEE EG101.
3 PROVIDE CONSTRUCTION JOINT OR CONTROL JOINT IN AREAS INDICATED.
CONSTRUCTION JOINT LOCATIONS ARE AT CONTRACTOR'S DISCRETION.
4 450mm THICK PRECAST CONCRETE INSULATED WALL. REFER TO S-504 FOR
DETAILS.
5 250mm THICK PRECAST CONCRETE WALL. REFER TO S-504 FOR DETAILS.
6 SOLID PRECAST CONCRETE WALL/JAMB.
7 200mm THICK PRECAST CONCRETE FENCE WALL. REFER TO S-301 FOR DETAILS
AND LA DWGS FOR LOCATION.
8 150mm EQUIPTMENT PAD, SEE DETAIL ON S-502, COORDINATE SIZE WITH MANUF.
9 TANK SADDLE SUPPORT PIER, COORDINATE WITH TANK SADDLE LOCATION.
10 APPROXIMATE UTILITY LOCATION. COORDINAT EXACT LOCATION WITH CIVIL,
PLUMBING, AND ELECTRICAL DRAWINGS. PROVIDE PIPE SLEEVES IN PRECAST
WALLS AS REQUIRED.
11 APPROXIMATE LOCATION OF SET OF (3) CONDUITS, COORDINATE EXACT LOCATION
WITH ELECTRICAL.
12 PROVIDE SUFFICIENT OPENING IN WALL FOR BASEPLATE INSTALLATION.
13 DROPPED SLAB SEE ARCH. COORDINATE LOCATION WITH SHOWER.
14 LADDER SUPPORT/DOOR JAMB, SEE DETAIL ON S-504.
15 EQUIPOTENTIAL GROUND PLANE COORDINATE WITH ELECTRICAL, SEE EG101.
A. REFER TO S-001 FOR GENERAL NOTES AND S-501 AND S-502 FOR
MISCELLANEOUS FOUNDATION DETAILS.
B. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO A
REFERENCE ELEVATION OF 0.00 T/SLAB (TOP OF GROUND FLOOR SLAB).
C. TOP OF FOOTING ELEVATION = -1000 UNO AS TOF. APPROXIMATE STEPPED
FOOTING LOCATIONS ARE INDICATED AS "SF" ON PLAN. REFER TO TYPICAL
STEPPED FOOTING DETAIL ON S-501.
D. “CF _” REFERENCES A CONCRETE COLUMN FOOTING. REFER TO SCHEDULE ON
S-501.
E. “WF_” REFERENCES A CONCRETE WALL FOOTING. REFER TO SCHEDULE ON
S-501.
F. “C_” REFERENCES A STEEL COLUMN. REFER TO COLUMN SCHEDULE ON S-503.
G. SEE ARCH FOR DIMENSIONS NOT SHOWN.
PLAN
NORTH
A
M E
N D
M E
N T
3/
/2
R E
V
IS
E D
S
LA
B L
O C
A T
IO
N
A N
D K
E Y
N O
T
GROUND FLOOR
TOP OF FOOTING
-1000
D
PRECAST CONCRETE
WALL
SLAB-ON-GRADE
EXTERIOR
GRADE/PAVEMENT,
SEE CIVIL
FOOTING
PRECAST CONCRETE WALL
CONNECTION PROVIDED BY
PRECAST MANUFACTURER.
CONTRACTOR MUST
COORDINATE EMBEDS WITH
WITH MANUFACTURER PRIOR
TO PLACING FOOTING. STEEL
PLATES AND ANCHORS BELOW
GRADE MUST BE COATED WITH
HEAVY BLACK ASPHALTUM.
12mm PREMOLDED
JOINT FILLER AT
WALL, TYP
INSULATION, SEE ARCH
HYDROPHILIC
WATERSTOP, TYP
GROUND FLOOR
TOP OF FOOTING
-1000
D
EXTERIOR PAVEMENT,
SEE CIVIL SLAB-ON-GRADE
CIP OR PRECAST
CONCRETE WALL AT
DOOR OPENING
FOOTING
15M @ 300 EW
WALL BEYOND
GROUND FLOOR
TOP OF FOOTING
-1000
D
PRECAST CONCRETE BEAM
DESIGN FOR GRAVITY
LOADS AND OUT OF PLANE
WALL LOADS ON S-003
PRECAST
CONCRETE WALL
CIVIL PAVEMENT
SLAB-ON-GRADE
FOOTING
INSULATED METAL PANEL, SEE ARCH
CONTRACTOR MUST DESIGN FOR 20
PSF LIVE LOAD
SLAB-ON-GRADE
T/WALL 3250
WALL BEYOND
L127X127X9.5 EDGE ANGLE AROUND
PERIMETER W/ 20mmØ POST INSTALLED THREADED RODS 200mm EMBED @600mm O.C.
C
12mm PREMOLDED
JOINT FILLER
GROUND FLOOR
C
-1200
-1800
SLAB-ON-GRADE
SLAB-ON-GRADE
FOOTING
PRECAST CONCRETE WALL
T/SLAB =
TOF=
GROUND FLOOR
SLAB-ON-GRADE
SLAB-ON-GRADE
FOOTING
CIP OR PRECASTCONCRETE
WALL AT DOOR OPENING
DOWELS TO MATCH
SIZE AND SPACING OF
VERTICAL REINF.
15M @ 300 EA WAY,
CENTER
GROUND FLOOR
A
EXTERIOR GRADE
SEE CIVIL
150mmØ DRAIN PIPE
SEE CIVIL
#57 STONE
SLAB-ON-GRADE
PRECAST WALL
FOOTING
MIN
M
IN
POROUS FILL
CONTINUOUS
FILTER CLOTH
FILTER CLOTH
GROUND FLOOR
TANK SADDLE BY
MANUFACTURER
ANCHOR ROD BY TANK
MANUFACTURER
COORDINATE PRIOR TO
PLACING CONCRETE
15M @ 300mm
(4) 15M LONG
GROUND FLOOR
TOP OF FOOTING
-1000
EXTERIOR GRADE/PAVEMENT,
SEE CIVIL
MECHANICAL YARD, SEE CIVIL
PRECAST CONCRETE WALL
CONNECTION BY MANUFACTURER
MU = 6.0 kN*M/M
FOOTING
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
A T
LA
N
TI
C
P
LA
N N
IN
G
, D E
S
IG
N A
N D
C O
N S
T R
U C
T
IO
N N
O R
FO
LK
, V A
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
S Y
S T
E M
S C
O M
M A
N D
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 A
T L A
N T
IC
DSN
01/15/2026
D. EVANS VIA EMAIL
C U s e rs
\m a tt h e w .w
.w ild e \D o c u m e n ts \P
R s tr u c t_ m a tt h e w .w
.w ild e m a tt h e w
.w .w ild e
.r v t
LMMMWW MWW
MJD/ATP
RLS
JTW
J O
IN
T
M A
R
IT
IM
E
F A
C
IL
IT
Y
S E
C T
IO
N
S
V A
R
IO
U S
L O
C A
T
IO
N S
V A
R
IO
U S
L O
C A
T
IO
N S
S-301
14157111
1838720
1 : 20 (S-101) C1
SECTION
1 : 20 (S-101)
C2
SECTION
1 : 20 (S-101) A1
SECTION
1 : 20 (S-101) C3
SECTION
1 : 20 (S-101)
C4
SECTION
1 : 20 (S-101) A2
SECTION
1 : 20 (S-101) A4
SECTION
1 : 20 (S-101) B4
SECTION
A
M E
N D
M E
N T
3/
/2
R E
V
IS
E D
S E
C T
IO
N
STEEL
DECK
ROOF BEAM
SEE SHEAR TAB
CONNECTION DETAIL
STEEL DECK
PRECAST
CONCRETE WALL
EDGE ANGLE W/
EMBED PLATE,
SEE PLAN
T/WALL = SEE PLAN
ELEVATION VARIES, SEE PLAN
C
D
STEEL DECK
PRECAST CONCRETE
WALL
ROOF BEAM
SEE TYPICAL SHEAR TAB
CONNECTION DETAIL
ROOFING, SEE ARCH
PRECAST COPING, SEE ARCH FOR DIMENSIONS
SEE PLAN
TOS
SEE PLAN
TOW
D
EDGE ANGLE W/ EMBED
ROD, SEE PLAN
STEEL DECK
PRECAST CONCRETE WALL
SEE PLAN
TOS
A
HIGH ROOF
SEE PLAN
COLD-FORMED STEEL
ROOF OVERHANG - SEE
DETAIL A3/S-504
STEEL DECK
ROOF BEAM
PRECAST
CONCRETE WALL
SEE CONNECTION
DETAIL
CONT 9.5mm EMBED PLATE W/ 12mm Ø WHS
150 EMBED @ 600 OC
WELD DECK TO
PLATE PER
NOTES ON S-001
STEEL DECK
ROOF BEAMPRECAST CONCRETE WALL
COLD FORMED STEEL
ROOF OVERHANG -
SEE DETAIL A3/S-504
TYP
CONT 9.5mm EMBED PLATE W/ 12mm Ø WHS 150 EMBED
@ 600 OC
TYP
TYP
A
A
B
STEEL DECK
9.5mm CAP PLATE
GIRDER
ROOF BEAM
SEE CONNECTION
DETAIL ON S-503
PRECAST CONCRETE
WALL
HSS COLUMN
STEEL DECK
ROOF BEAM
GIRDER
SEE CONNECTION
DETAIL
CONT 9.5mm EMBED PLATE W/ 12mm Ø WHS
150 EMBED @ 600 OC
9.5mm PLATE W/(2) 25MM Ø
THRU BOLTS FINGER TIGHT
W/LONGSLOTTED HOLES IN
PLATE. SPOIL THREADS
AFTER INSTALL.
SEE PLAN
12mm EBED PLATE W/(4) Ø12mm WHS
Ø5 SDS @ 150OC
HSS 51X38X5 AT 915 OC (MAX)
IN FLUTE. COORDINATE WITH
DECK INSTALLER
C
SEE PLAN
PRECAST WALL
STEEL BEAM
STEEL BEAM
SEE PLAN
TOS
ROOF DECK
9.5mm FULL DEPTH STIFFENER
C310
ROOF BEAM
(2) 20mm BOLTS
PRECAST JAMB/COLUMN
SEE PLAN
PRECAST CONCRETE
HEADER BEAM
WALL JAMB
PRECAT WALL
BEARING PAD
BEARING PAD
CONCRETE CORBEL
BY PRECASTER
DESGIN FOR:
DL = 65kN LL = 16 kN SL = 65kN
CONNECTION
WALL
NOTE:
DESIGN HEADER BEAM, CORBEL, BEARING PAD, JAMBS, COLUMNS, AND CONNECTIONS FOR GRAVITY AND LOADS AND
OUT OF PLANE WALL LOADS ON S-003 AND BEARING LOADS IN THIS DETAIL.
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
A T
LA
N
TI
C
P
LA
N N
IN
G
, D E
S
IG
N A
N D
C O
N S
T R
U C
T
IO
N N
O R
FO
LK
, V A
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
S Y
S T
E M
S C
O M
M A
N D
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 A
T L A
N T
IC
DSN
01/15/2026
D. EVANS VIA EMAIL
C U s e rs
\m a tt h e w .w
.w ild e \D o c u m e n ts \P
R s tr u c t_ m a tt h e w .w
.w ild e m a tt h e w
.w .w ild e
.r v t
LMMMWW MWW
MJD/ATP
RLS
JTW
J O
IN
T
M A
R
IT
IM
E
F A
C
IL
IT
Y
S E
C T
IO
N
S
V A
R
IO
U S
L O
C A
T
IO
N S
V A
R
IO
U S
L O
C A
T
IO
N S
S-302
14157112
1838720
1 : 20 (S-102) A2
SECTION
1 : 20 (S-102) C1
SECTION
1 : 20 (S-102)
C2
SECTION
NOT TO SCALE (S-103)
B1
SECTION
1 : 20 (S-103)
B2
SECTION
1 : 20 (S-103) C3
SECTION
NOT TO SCALE
A1
SECTION
1 : 10
A-A
NOT TO SCALE
B4
SECTION
NOT TO SCALE
C4
SECTIONS
1 : 20 (S-102) A4
SECTION
A
M E
N D
M E
N T
3/
/2
R E
V
IS
E D
S E
C T
IO
D /3
D /3
D /3
D
NEW POURPREVIOUS POUR
WIDTH OF FOOTING
50 KEY FULL
(3) 15M x 1200 TOP
CENTERED ON JOINT
BOTTOM REINFORCEMENT
CONTINUOUS THRU JOINT
100100
TO
P
C
LE
A
R
TIE BAR EACH SIDE OF
CONSTRUCTION JOINT
NOTE: PROVIDE VERTICAL HYDROPHILIC WATERSTOP IN
JOINT BELOW WALL.
0m m M
A X
M
IN
200mm STEP
400mm MIN
CONTINUOUS WALL
FOOTING
REINFORCEMENT
CONTINUOUS WALL
FOOTING REINFORCEMENT
'Z' BARS SAME SIZE AND
NUMBER AS
CONTINUOUS FOOTING
REINFORCEMENT, BEND
AS SHOWN
DIAMETER
16 x BAR
DIAMETER16 x BAR
75 C
LEAR
'D
D E
P
TH
'D
LAP SPLICE
0" T
Y P
ONE TIE EACH END
OF FOOTING STEP
(TYPICAL)
50m m
C
LEAR
m m C
LE
A
R
UTILITY PERPENDICULAR TO AND BELOW FOOTING
0m m M
A X
M
IN
(TYPICAL)
300mm MIN
M
IN
10 MPa LEAN CONCRETE, WIDTH
EQUAL TO CONTINUOUS FOOTING
WIDTH, PLACED BEFORE FOOTING IS
PLACED
NON-CORROSIVE METAL PIPE
SLEEVE (INSIDE Ø = OUTSIDE PIPE Ø
+ 50mm MIN)
CONTINUOUS
WALL FOOTING
CONTINUOUS
REINFORCEMENT
MIN
UTILITY PARALLEL TO FOOTING
FOUNDATION WALL
AND FOOTING BACKFILL
PIPE/CONDUIT IN TRENCH
NO TRENCH EXCAVATION PARALLEL
TO FOOTING BELOW THIS LINE. STEP
FOOTING PER DETAIL TO ENSURE
LINE IS BELOW EXCAVATION
NO TRENCH EXCAVATION PARALLEL TO
FOOTING BELOW THIS LINE. STEP
FOOTING PER DETAIL TO ENSURE LINE IS
BELOW EXCAVATION
WHEN PIPE/CONDUIT TRENCH
FALLS BELOW THE 2:1 PLANE BUT IS
ABOVE THE 1:1 PLAN, FILL TRENCH
WITH 10 MPa LEAN CONCRETE
NOTES:
1. PERPENDICULAR PIPE SLEEVE THROUGH / BELOW FOOTING MUST EXTEND TO EDGE OF 1:1 BEARING ZONE ON EACH SIDE OF FOOTING UNLESS OTHERWISE NOTED.
2. IF UTILITY LINE IS IN PLACE PRIOR TO PLACING CONCRETE, WRAP UTILITY WITH 25mm THICK COMPRESSIBLE MATERIAL BEFORE PLACING CONCRETE IN LIEU OF SLEEVE.
3. FOR UTILITIES BELOW FOOTING WHERE CONCRETE ENCASEMENT IS NOT FEASIBLE, DESIGN PIPE AND PIPE JOINTS TO ADEQUATELY RESIST ALL SUPERIMPOSED LOADS INCLUDING SOIL SURCHARGE PRESSURES.
PLAN AT CORNER PLAN AT INTERSECTION
NOTE:
1. WHERE THREE OR MORE BARS OCCUR, MIDDLE BAR(S) SHALL BE TREATED
AS INNER FACE BAR.
2. TRANSVERSE BARS NOT SHOWN FOR CLARITY.
BARS (TYPICAL)
0" BETWEEN
TYPICAL FOOTING
REINFORCEMENT
CENTERLINE OF COLUMN AND
FOOTING UNLESS OTHERWISE NOTED
12mm PREMOLDED JOINT FILLER AT IJ
ALL AROUND COLUMN (TYPICAL)ANCHOR ROD AND BASE PLATE
CONCRETE SLAB-ON-GRADE.
CONTINUE SLAB CONTRACTION
JOINTS TO SLAB EDGE AT FACE
OF COLUMN
SLAB
REINFORCEMENT
COLUMN FOOTING
SEE PLAN
TOP OF SLAB
-1800
TOP OF FOOTING
D E
P
TH
WIDTH/LENGTH
CONCRETE INFILL, PLACE
CONCRETE AFTER ANCHOR RODS
HAVE BEEN INSPECTED
GROUND FLOOR
CONDUIT, SEE ELECTRICAL
PRECAST WALL
FLOOR SLAB
FLOOR SLAB
FILL OPENING WITH GROUT
AFTER INSTALLING CONDUIT
MAX WIDTH 300mm
O P
E N
SLEEVE OPENING, COORDINATE
WITH ELECTRICAL
FACE OF EQUIPMENT
FINISH GRADE, SEE CIVIL
10M @ 300 EACH WAY
(1) 10m CONTINUOUS BOTTOM
CONCRETE PAD
POROUS FILL,
SEE S-001
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
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A P
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PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
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14157114
1838720
COLUMN FOOTING SCHEDULE
MARK
DIMENSIONS
REINFORCING STEELWIDTH LENGTH DEPTH
CF 2500 2500 2500 800 (9)25M EACH DIRECTION TOP AND BOTTOM
WALL FOOTING SCHEDULE
MARK
DIMENSIONS
REINFORCINGWIDTH DEPTH
WF900 900 300 (3)15M CONTINUOUS BOTTOM WITH 15M TIES AT 300 ON CENTER
WF900B 900 450 (3)15M CONTINUOUS TOP & BOTTOM WITH 15M TIES AT 300 ON CENTER
WF1000 1000 450 (4)20M CONTINUOUS BOTTOM WITH 20M TIES AT 300 ON CENTER
WF2100 2100 450 (7)20M CONTINUOUS BOTTOM WITH 20M TIES AT 300 ON CENTER TOP AND BOTTOM
NOT TO SCALE
C3
CONTINUOUS FOOTING CONSTRUCTION JOINT
NOT TO SCALE
B3
TYPICAL FOOTING DETAILS
NOT TO SCALE
A1
TYPICAL FOOTING DETAILS
NOT TO SCALE
C4
CONTINUOUS REINFORCING AT CORNERS AND INTERSECTIONS
NOT TO SCALE
B1
TYPICAL FOOTING DETAILS
NOT TO SCALE
A4
TYPICAL OPENING AT CONDUIT
NOT TO SCALE
B4
EXTERIOR EQUIPMENT PAD
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TOP OF WALL
HEADER REINF.
10M CORNER BARS
900 LONG TYP
WALL CONNECTION TO FOOTING
WALL PANEL CONNECTIONS
INSIDE FACE
OUTSIDE FACE
15M @300 HORIZ EF
15M @300 VERT EF
WELDED WIRE AS REQ'D FOR
TEMP AND SHRINKAGE
INSULATION
15M @300 HORIZ EF
15M @300 VERT EF
CAULKING AND
BACKER ROD
EMBED PLATE W/WHS
ANGLE
HYDROPHOLIC WATER STOP
BELOW GRADE, EXTEND
300MM ABOVE GRADE
(2) 10M DBE BARS EACH SIDE
9.5mm CONNECTION PLATE
EMBED ANGLE
CAULKING
HYDROPHOLIC WATER STOP
BELOW GRADE, EXTEND
300MM ABOVE GRADE
16 GAUGE CONT
BENT PLATE
#8 SCREWS SELF DRILLING
CONCRETE WALL
L100X100X6
STEEL DECK
6.5mm CONT BENT
PLATE 100X100
100mm METAL
STUD @ 400 OC
CONCRETE WALL
STUD TRACK
9.5mm BENT CONT
BENT PLATE 100X100
100mm METAL
STUDS @ 400 OC
METAL DECK
METAL DECK/
STEEL TUBE
FURRING CHANNELS,
SEE ARCH
STUD TRACK
SEE PLAN
COORDINATE WITH ARCH
ROOF BEAM
ROOF DECK
HA150X150X8 TYP
SLAB-ON-GRADE
12X250X150 BASE PLATE
W/ (2) 20mm POST
INSTALLED ANCHORS
TYP
NOTE:
1. COORDINATE LOCATION WITH LADDER AND DOORS, SEE ARCH.
2. ENSURE BEAM SUPPORTS AND BASE PLATES FIT WITHIN INTERIOR WALL
TYP
TYP
HA150X150X8
L125X125X8 150 LONG W/ 20Ø THRU BOLT
PROVIDE VERTICAL SLOTTED HOLE
A
B
C
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1 2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
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A P
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PM/DM
BRANCH MANAGER
DES PROD DIR
FIRE PROTECTION ENGINEER
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APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
DES DRW CHK
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 03 MARCH 2024
AS NOTED
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1838720
NOT TO SCALE
A1
TYPICAL WALL REINFORCEMENT AT OPENINGS AND EDGES
NOT TO SCALE
D1
TYPICAL 450mm WALL SECTION
NOT TO SCALE
C1
TYPICAL 250mm WALL SECTION
A. REFER TO PRECAST CONCRETE NOTES ON S-001 AND LOADING ON S-002.
B. TYPICAL REINFORCEMENT AND CONNECTIONS SHOWN ARE THE MINIMUM
REQUIRED, PROVIDE ADDITIONAL REINFORCEMENT AS REQUIRED BY
PRECAST MANUFACTURERS DESIGN AT NO ADDITIONAL COST.
C. SIGNIFICANT DEVIATION FROM THE TYPICAL DETAILS MUST BE APPROVED
BY CONTACTING OFFICER.
SHEET NOTES
NOT TO SCALE
D2
WALL CORNERS DETAILS
NOT TO SCALE
C2
WALL CONNECTION
NOT TO SCALE
A3
ROOF OVERHANGS
1 : 10 B4
LADDER SUPPORT/DOOR JAMBS
A
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WORK KEYNOTES - FLOOR PLAN WORK KEYNOTES - ROOF PLANWORK KEYNOTES - REFLECTED CEILING PLAN
A-105
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A1 FLOOR PLAN
A-606
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DOOR SCHEDULE
MARK
W HT THK
SIZE
MATL
DOOR
TYPE GLZ
DOOR
MATL
FRAME
TYPE GLZ
HEAD JAMB THRESHOLD
DETAILS
FRAME
FIRE
RATING
(MIN.)
SET
NO KEYSIDE
RM NO
HARDWARE
NOTES MARK
LOUVER SCHEDULE
MARK ON DWGS DESCRIPTION BOTTOM OF LOUVER
ROUGH OPENING
GLAZING SCHEDULE
MARK ON DWGS DESCRIPTION
A2 LOUVER TYPES
B1 DOOR TYPES B2 DOOR TYPES
DOOR SCHEDULE NOTES
SCHEDULE ABBREVIATIONS
GENERAL DOOR NOTES
F-001
LEGEND:
PUMP SCHEDULE
SPRINKLER SYSTEM DESIGN DATA
A1 ZONE CONTROL VALVE ASSEMBLY
JO
IN
T M
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N A
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C O
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D
A
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TI
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B2 FIRE SPRINKLER RISER
FIRE ALARM GENERAL NOTES:
FA101
SHEET KEYNOTES
A1 FIRE ALARM FLOOR PLAN A3
FIRE ALARM PUMP ROOM 113
JO
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N G
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