VOL 4_LEE_DFAC_16May2016.pdf

US Army Corps of Engineers ®

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PROJECT NO. 041449

NORFOLK DISTRICT

"BUILDING STRONG"

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

INDEX OF DRAWINGS.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED

CHIEF, ENGINEERING BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

FY 15

CONTRACT NO.

AIT BARRACKS COMPLEX, PHASE 3

VOLUME 4

DINING FACILITY

FORT LEE, VIRGINIA

VOLUME 1 SITE

VOLUME 2 600 MAN BARRACKS

VOLUME 3 300 MAN BARRACKS

VOLUME 4 DINING FACILITY

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INDEX OF DRAWINGS

SHEET ID

SHEET

NUMBER SHEET TITLE

MECHANICAL

M-001 145 HVAC LEGEND & GENERAL NOTES

MH101 146 FLOOR PLAN - AREA 'A' - HVAC

MH102 147 FLOOR PLAN - AREA 'B' - HVAC

MH103 148 PARTIAL ROOF PLAN - HVAC

MP101 149 FLOOR PLAN - AREA 'A' - HVAC PIPING

MP102 150 FLOOR PLAN - AREA 'B' - HVAC PIPING

M-301 151 SECTIONS

M-401 152 ENLARGED PLANS

M-501 153 DETAILS

M-502 154 DETAILS

M-601 155 SCHEDULES

M-602 156 SCHEDULES

M-701 157 DIAGRAMS

MI801 158 CONTROLS

MI802 159 CONTROLS

MI803 160 CONTROLS

MI804 161 CONTROLS

MI805 162 CONTROLS

MI806 163 CONTROLS

ELECTRICAL

E-001 164 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES

EL101 165 FLOOR PLAN - AREA 'A' - LIGHTING

EL102 166 FLOOR PLAN - AREA 'B' - LIGHTING

EL103 167 ROOF PLAN - LIGHTING

EL501 168 LIGHTING FIXTURE SCHEDULE

EL502 169 LIGHTING FIXTURE DETAILS

EL601 170 LIGHTING CONTROL DIAGRAMS

EP101 171 FLOOR PLAN - AREA '1' - POWER

EP102 172 FLOOR PLAN - AREA '2' - POWER

EP103 173 FLOOR PLAN - AREA '3' - POWER

EP104 174 FLOOR PLAN - AREA '4' - POWER

EP105 175 FLOOR PLAN - AREA '5' - POWER

EP106 176 FLOOR PLAN - AREA '6' - POWER

EP107 177 ROOF PLAN - POWER

EP108 178 LIGHTNING PROTECTION PLAN

EP401 179 ENLARGED PLANS

EP501 180 LIGHTNING PROTECTION SYSTEM DETAILS

EP502 181 ELECTRICAL DETAILS

EP601 182 PANELBOARD SCHEDULES

EP602 183 PANELBOARD SCHEDULES

EP603 184 PANELBOARD SCHEDULES

EP604 185 PANELBOARD SCHEDULES

EP605 186 PANELBOARD SCHEDULES

EP606 187 KITCHEN EQUIPMENT SCHEDULES

EP607 188 KITCHEN EQUIPMENT SCHEDULES

EP608 189 MECHANICAL EQUIPMENT SCHEDULES

EP701 190 POWER RISER DIAGRAM

ESS101 191 FLOOR PLAN - AREA 'A' - SPECIAL SYSTEMS

ESS102 192 FLOOR PLAN - AREA 'B' - SPECIAL SYSTEMS

ESS501 193 SPECIAL SYSTEMS RISER DIAGRAM

TELECOMMUNICATIONS

T1-1 194 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS, AND NOTES

T2-1 195 FLOOR PLAN - AREA 'A' - TELECOMMUNICATIONS DROP LOCATIONS

T2-2 196 FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS DROP LOCATIONS

T3-1 197 TELECOMMUNICATIONS ROOM

T3-2 198 TELECOMMUNICATIONS ROOM

T4-1 199 TELECOMMUNICATIONS DETAILS

TS101 200 TELECOMMUNICATIONS SITE PLAN

INDEX OF DRAWINGS

SHEET ID

SHEET

NUMBER SHEET TITLE

I-500 75 SIGNAGE SCHEDULE, EXTERIOR SIGNAGE AND DETAILS

I-501 76 INTERIOR SIGNAGE AND DETAILS

I-502 77 INTERIOR FINISH DETAILS

I-503 78 NOT USED

I-504 79 FLOOR TILE PATTERNS AND DETAILS

FOODSERVICE

QF001 80 FOODSERVICE ABBREVIATIONS, NOTES, REMARKS, DRAWING INDEX

QF100 81 FOODSERVICE EQUIPMENT PLAN - OVERALL

QF101 82 FOODSERVICE EQUIPMENT PLAN - AREA 1

QF102 83 FOODSERVICE EQUIPMENT PLAN - AREA 2

QF103 84 FOODSERVICE EQUIPMENT PLAN - AREA 3

QF104 85 FOODSERVICE EQUIPMENT PLAN - AREA 4

QF105 86 FOODSERVICE EQUIPMENT PLAN - AREA 5

QF106 87 FOODSERVICE EQUIPMENT PLAN - ROOF

QF200 88 FOODSERVICE PLUMBING ROUGH-INS PLAN - SODA LINES

QF201 89 FOODSERVICE EQUIPMENT PLUMBING & VENTILATION ROUGH-INS PLAN - AREA 1

QF202 90 FOODSERVICE EQUIPMENT PLUMBING & VENTILATION ROUGH-INS PLAN - AREA 2

QF203 91 FOODSERVICE EQUIPMENT PLUMBING & VENTILATION ROUGH-INS PLAN - AREA 3

QF204 92 FOODSERVICE EQUIPMENT PLUMBING & VENTILATION ROUGH-INS PLAN - AREA 4

QF205 93 FOODSERVICE EQUIPMENT PLUMBING & VENTILATION ROUGH-INS PLAN - AREA 5

QF206 94 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - AREA 1

QF207 95 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - AREA 2

QF208 96 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - AREA 3

QF209 97 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - AREA 4

QF210 98 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - AREA 5

QF211 99 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-INS PLAN - ROOF

QF500 100 FOODSERVICE DETAILS

QF501 101 FOODSERVICE DETAILS

QF502 102 TRAY CONVEYOR DETAILS - ITEM 101

QF503 103 TRAY CONVEYOR DETAILS - ITEM 101

QF504 104 HOOD DETAILS - ITEM 39

QF505 105 HOOD DETAILS - ITEM 39

QF506 106 HOOD DETAILS - ITEM 41

QF507 107 UDS DETAILS - ITEM 166

QF508 108 UDS DETAILS - ITEM 166

QF509 109 HOOD DETAILS - ITEM 39a QF510 110 HOOD DETAILS - ITEM 39a

QF511 111 HOOD DETAILS - ITEM 53 & 55

QF512 112 HOOD DETAILS - ITEM 71

QF513 113 HOOD DETAILS - ITEM 72

QF514 114 HOOD DETAILS - ITEM 71

QF515 115 HOOD DETAILS

QF516 116 HOOD DETAILS

QF517 117 HOOD DETAILS

QF518 118 HOOD DETAILS

QF519 119 DIGESTER DETAILS

QF601 120 FOODSERVICE EQUIPMENT SCHEDULE

QF602 121 FOODSERVICE EQUIPMENT PLUMBING SCHEDULE

QF603 122 FOODSERVICE EQUIPMENT VENTILATION & ELECTRICAL SCHEDULE PART I

QF604 123 FOODSERVICE EQUIPMENT ELECTRICAL SCHEDULE PART II

FIRE PROTECTION / FIRE ALARM

FP001 124 FIRE PROTECTION LEGEND, ABBREVIATIONS, AND SCHEDULES

FP101 125 FLOOR PLAN - AREA 'A' - SPRINKLER

FP102 126 FLOOR PLAN - AREA 'B' - SPRINKLER

FP501 127 DETAILS

FA001 128 FIRE ALARM LEGEND, ABBREVIATIONS, AND DETAILS

FA101 129 FLOOR PLAN - AREA 'A' - FIRE ALARM & MASS NOTIFICATION SYSTEM

FA102 130 FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM

FA103 131 ROOF PLAN - FIRE ALARM & MASS NOTIFICATION SYSTEM

FA601 132 FIRE ALARM & MNS RISER DIAGRAM AND SEQUENCE OF OPERATION

PLUMBING

P-001 133 GENERAL NOTES, LEGEND & SCHEDULES

P-101 134 FLOOR PLAN - AREA 'A' - FOUNDATION

P-102 135 FLOOR PLAN - AREA 'B' - FOUNDATION

P-103 136 FLOOR PLAN - AREA 'A' - PLUMBING

P-104 137 FLOOR PLAN - AREA 'B' - PLUMBING

P-105 138 PARTIAL ROOF PLAN - PLUMBING

P-501 139 DETAILS

P-502 140 DETAILS

P-701 141 SANITARY RISER DIAGRAM

P-702 142 GREASE RISER DIAGRAM

P-703 143 DOMESTIC COLD WATER RISER DIAGRAM

P-704 144 DOMESTIC HOT WATER RISER DIAGRAM

INDEX OF DRAWINGS

SHEET ID

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 1 COVER SHEET

G-002 2 INDEX OF DRAWINGS

LIFE SAFETY

LS100 3 BUILDING AND LIFE SAFETY CODE ANALYSIS

LS101 4 BUILDING AND LIFE SAFETY CODE PLAN

STRUCTURAL

S-001 5 STRUCTURAL NOTES

S-002 6 SEISMIC DETAILS

SB101 7 FOUNDATION PLAN - AREA 'A'

SB102 8 FOUNDATION PLAN - AREA 'B'

SB301 9 FOUNDATION SECTIONS

SB501 10 TYPICAL FOUNDATION DETAILS

SB502 11 TYPICAL FOUNDATION DETAILS

SF101 12 ROOF FRAMING PLAN - AREA 'A'

SF102 13 ROOF FRAMING PLAN - AREA 'B'

SF103 14 MANSARD SUPPORT FRAMING PLAN - AREA 'A'

SF104 15 MANSARD SUPPORT FRAMING PLAN - AREA 'B'

SF301 16 FRAMING SECTIONS

SF302 17 FRAMING SECTIONS

SF501 18 TYPICAL FRAMING DETAILS

SF901 19 ISOMETRIC FRAMING VIEWS

ARCHITECTURAL

A-001 20 ARCHITECTURAL ABBREVIATIONS AND LEGENDS

A-002 21 AIR BARRIER EXTENTS - OVERALL PLAN AND SECTIONS

A-003 22 AIR BARRIER EXTENTS - DETAILS

A-004 23 AIR BARRIER DETAILS

A-101 24 OVERALL ARCHITECTURAL BUILDING PLAN

A-102 25 FLOOR PLAN - AREA 'A'

A-103 26 FLOOR PLAN - AREA 'B'

A-104 27 REFLECTED CEILING PLAN - AREA 'A'

A-105 28 REFLECTED CEILING PLAN - AREA 'B'

A-106 29 CANOPY PLAN AND REFLECTED CEILING PLAN - AREA C

A-107 30 CANOPY PLAN AND REFLECTED CEILING PLAN - AREA D

A-108 31 OVERALL ROOF PLAN

A-109 32 LOW SLOPE ROOF PLAN

A-110 33 MANSARD STANDING SEAM METAL ROOF PLAN

A-201 34 NORTH ELEVATION

A-202 35 SOUTH ELEVATION

A-203 36 EAST ELEVATION

A-204 37 WEST ELEVATION

A-301 38 BUILDING CROSS SECTIONS

A-302 39 WALL SECTIONS

A-303 40 WALL SECTIONS

A-304 41 WALL SECTIONS

A-305 42 SECTION DETAILS

A-306 43 SECTION DETAILS

A-401 44 ENLARGED TOILET PLAN, SCHEDULE AND NOTES

A-402 45 INTERIOR ELEVATIONS

A-403 46 TYPICAL TOILET ROOM & ACCESSIBILITY DETAILS

A-404 47 DISHWASHING AREA LAYOUT

A-501 48 WALL TYPES AND WALL DETAILS

A-502 49 WALL DETAILS

A-503 50 ROOF DETAILS

A-504 51 ROOF DETAILS

A-505 52 SUSPENDED CEILING DETAILS

A-506 53 INTERIOR AND MISCELLANEOUS DETAILS

A-507 54 INTERIOR AND MISCELLANEOUS DETAILS

A-508 55 INTERIOR AND MISCELLANEOUS DETAILS

A-509 56 CEILING DETAILS

A-510 57 INTERIOR AND MISCELLANEOUS DETAILS

A-511 58 DUMPSTER LAYOUYT, ELEVATIONS, AND DETAILS

A-601 59 DOOR SCHEDULE AND DOOR AND FRAME TYPES

A-602 60 DOOR DETAILS

A-603 61 DOOR AND WINDOW DETAILS

A-604 62 LOUVER DETAILS

A-701 63 ENLARGED PLAN LOADING DOCK RAMP AND SECTIONS

A-702 64 LOADING DOCK RAMP AND STAIR SECTIONS AND DETAIL

INTERIORS

F-100 65 FURNITURE PLAN - AREA 'A'

F-101 66 FURNITURE PLAN - AREA 'B'

I-001 67 INTERIOR FINISH LEGEND

I-002 68 FINISH SCHEDULE, LEGEND, AND REMARKS

I-101 69 FLOOR FINISH PLAN - AREA 'A'

I-102 70 FLOOR FINISH PLAN - AREA 'B'

I-103 71 WALL FINISH PLAN - AREA 'A'

I-104 72 WALL FINISH PLAN - AREA 'B'

I-105 73 SIGNAGE PLAN - AREA 'A'

I-106 74 SIGNAGE PLAN - AREA 'B'

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BUILDING AND LIFE SAFETY CODE ANALYSIS

TOPIC DESIGN REFERENCE DESCRIPTION

1. GOVERNING CODES AND CRITERIA UFC 3-600-01 UNIFIED FACILITIES CRITERIA, FIRE PROTECTION ENGINEERING

FOR FACILITIES, CHANGE 3, 2013

IBC INTERNATIONAL BUILDING CODE, 2012 EDITION

NFPA 70

NATIONAL FIRE PROTECTION ASSOCIATION, NATIONAL

ELECTRICAL CODE, 2014 EDITION

NFPA 90A

STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS, 2012 EDITION

NFPA 96

STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION

OF COMMERCIAL COOKING OPERATIONS, 2014 EDITION

NFPA 101 LIFE SAFETY CODE, 2012 EDITION

ABA (FOR DOD) ARCHITECTURAL BARRIERS ACT FOR DEPARTMENT OF DEFENSE FACILITIES

2. OCCUPANCY CLASSIFICATION GROUP A-2 ASSEMBLY IBC, 303.1 ASSEMBLY USES INTENDED FOR FOOD AND/OR DRINK CONSUMPTION

GROUP S-2 STORAGE IBC, 311.3 INCLUDES STORAGE OF FOOD PRODUCTS, FROZEN FOODS, BEVERAGES

3. ACCESSORY OCCUPANCIES GROUP B BUSINESS IBC, 508.2 AGGREGATE IS LESS THAN 10 PERCENT OF BUILDING AREA

4. CONSTRUCTION TYPE TYPE II-B IBC, 602.2, TABLE 601 NONCOMBUSTIBLE, UNPROTECTED CONSTRUCTION

5. AREA LIMITATIONS A-2: 24,769 SF

INCLUDES COVERED ASSEMBLY

IBC TABLE 503, 506 ALLOWABLE: 9,500 SF X 4.75 (SPRINKLER AND FRONTAGE) = 45,125 SF

S-2: 2,566 SF IBC TABLE 503, 506 ALLOWABLE: 26,000 SF X 4.75 (SPRINKLER AND FRONTAGE) = 123,500 SF

THESE CALCULATIONS ARE FOR IBC PURPOSES ONLY AND SHOULD

NOT BE USED FOR ANY OTHER PURPOSE.

6. HEIGHT LIMITATIONS 28 FEET IBC TABLE 503, 504.2 ALLOWABLE: 75 FEET WITH SPRINKLER INCREASE

7. NUMBER OF STORIES

NON-SEPARATED OCCUPANCIES

IBC TABLE 503, 504.2 ALLOWABLE: 3 STORIES WITH SPRINKLER INCREASE

8. OCCUPANCY SEPARATIONS IBC TABLE 508.4 NONE REQUIRED BETWEEN ASSEMBLY AND STORAGE SINCE SPRINKLERED

9. FIRE RESISTIVE REQUIREMENTS SEE DESCRIPTION IBC TABLE 601, 602 PRIMARY STRUCTURAL FRAME: 0 HOURS

BEARING WALLS, EXTERIOR: 0 HOURS

BEARING WALLS, INTERIOR: 0 HOURS

NONBEARING WALLS AND PARTITIONS, EXTERIOR: 0 HOURS

NONBEARING WALLS AND PARTITIONS, INTERIOR: SEE ITEM 12 BELOW

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS

10. AUTOMATIC SPRINKLERS PROVIDED UFC 3-600-01, 4-2.2 REQUIRED IN ALL NEW DOD FACILITIES

11. PORTABLE FIRE EXTINGUISHERS PROVIDED, KITCHEN AREAS NFPA 96, 10.10 REQUIRED IN KITCHEN AREAS ONLY

PROVIDED, OTHER AREAS NFPA 101, CHAPTER 12 NOT REQUIRED

12. ENCLOSURE PROTECTION MECHANICAL ROOMS: 1 HOUR NPFA 101, 12.3.2.1.2 NOT REQUIRED SINCE NO BOILER OR FURNACE

ELECTRICAL ROOMS: 1 HOUR NPFA 70, 450.21 REQUIRED BASED ON SIZE OF TRANSFORMERS EXCEEDING 112.5 KVA

13. FIRE AND SMOKE DAMPERS NOT PROVIDED NFPA 90A, 4.3.10.2.2, 5.3.1.1 NOT REQUIRED

14. FIRE DETECTION, ALARM AND EVACUATION PROVIDED NFPA 101, 12.3.4.1.1 REQUIRED, BASED ON OCCUPANCY

15. INTERIOR FINISHES CORRIDORS, WALLS AND CEILINGS NFPA 101, 12,3,3.2 CLASS A OR B

CORRIDORS, FLOORS NFPA 101, 12.3.6 CLASS II

ASSEMBLY AREAS, WALLS AND

CEILINGS NFPA 101, 12.3.3.3 CLASS A OR B

ASSEMBLY AREAS, FLOORS NFPA 101, 12.3.6 CLASS II

STORAGE AREAS, WALLS AND

CEILINGS NFPA 101, 42.3.3.2 CLASS A, B, OR C

STORAGE AREAS, FLOORS NFPA 101, 42.3.3.3.2 NONE REQUIRED

16. MEANS OF EGRESS, OCCUPANT LOAD BUSINESS NFPA 101, TABLE 7.3.1.2 BUSINESS USE, 100 SF/OCCUPANT 1,192 SF = 12 PERSONS

KITCHEN NFPA 101, TABLE 7.3.1.2 KITCHENS, 100 SF/OCCUPANT 6,019SF = 61 PERSONS

DISHWASHING NFPA 101, TABLE 7.3.1.2 KITCHENS, 100 SF/OCCUPANT 916 SF = 10 PERSONS

STORAGE NFPA 101, TABLE 7.3.1.2 STORAGE USE, 500 SF/OCCUPANT 2,566 SF = 6 PERSONS

SERVING/QUEING NFPA 101, TABLE 7.3.1.2 ASSEMBLY USE, 7 SF/OCCUPANT 1,253 SF = 178 PERSONS

DINING NFPA 101, TABLE 7.3.1.2 ASSEMBLY USE, LESS CONCENTRATED, 15 SF/OCCUPANT 8,169 SF = 546 PERSONS

TOTAL = 823 PERSONS DOES NOT INCLUDE MECH/ELEC SPACES WITH DIRECT ACCESS TO

EXTERIOR. THESE CALCULATIONS ARE FOR TOTAL EGRESS PURPOSES

ONLY AND SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

17. NUMBER OF MEANS OF EGRESS 7 PROVIDED NFPA 101, 7.4.1.2 3 REQUIRED

18. EGRESS DISTANCE LIMITATIONS COMMON PATH NFPA 101, Table A.7.6 75 FEET OR LESS

DEAD END NFPA 101, Table A.7.6 20 FEET OR LESS TRAVEL DISTANCE NFPA 101, Table A.7.6 250 FEET OR LESS

19. MINIMUM EGRESS WIDTH VARIES, GREATER THAN 44 INCHES NFPA 101, 12.2.3.8 44 INCHES

IBC TABLE 508.3 ASSEMBLY AND BUSINESS; STORAGE AND BUSINESS

1 STORY

SEPARATED OCCUPANCIES

20. HOOD EXTINGUISHING SYSTEMS REQUIRED NFPA 96, 10.1.2 PROVIDED OVER ALL EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS.

NON-SEPARATED OCCUPANCIES NFPA 101, 6.1.14.3 ENTIRE BUILDING, ASSEMBLY OCCUPANCY

US Army Corps of Engineers ®

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35 30

35 30

1 HOUR RATED FIRE BARRIER

TYPE ABC FIRE EXTINGUISHER CABINET

TYPE K FIRE EXTINGUISHER CABINET

TYPE ABC FIRE EXTINGUISHER BRACKET MOUNTED

EXIT EGRESS CAPACITY

PATH OF TRAVEL

FIRE DEPARTMENT KEY BOX

OCCUPANT LOAD

OCCUPANT LOAD FACTOR (NFPA 101-TABLE 7.3.1.2)

FEC

K

FE

LIFE SAFETY LEGEND

FEC-K

SMOKE PARTITION

1 2 3 4

5 6 7 8 9 10 11 12

A

B

C

D

E

G

H

J

K

F

DINING

AREA A

DINING

AREA B

DISHWASHING

SALAD BAR

SERVICE

AREA #2

SERVICE

AREA #3

SERVICE

AREA #1

HEAD

COUNT

HEAD

COUNT

102 VESTIBULE

100CORRIDORS

VESTIBULE

MEN

WOMEN

DETERGENT

STORAGE

MEN

WOMEN

SYRUP &

CO2

ELECTRICAL

ROOM

FIELD

FEEDING

MECHANICAL

ROOM

STORAGE

COMM.

ROOM

BREAD

STORAGE

130KITCHEN

148OFFICE

142 OFFICE

JAN.

CLOSET

172PAPER

STORAGE

WOMEN'S

LOCKER

ROOM

141A

MEN'S

LOCKER

ROOM

MEN

WOMEN

FREEZER

THAW

REFRIG.

DRY

STORAGE

CAN WASH

LOADING

DOCK

RECEIVING

RECYCLING

INSUL.

CONTAINER

DROP OFF

FECFEC

FEC

FEC

FEC

FEC-KFEC-K

FEC

FEC

FEC-K

FEC-K

FEC-K

FEC-K

FEC-K FEC

1FEC

EXIT CAPACITY BASED ON

VESTIBULE WIDTH AT

NARROWEST POINT 5'-0"

FE

FE

FEC

FEC

TRAVEL DISTANCE = 80'

TRAVEL DISTANCE = 103' 2

TRAVEL DISTANCE = 168'

TRAVEL DISTANCE = 151'

TRAVEL DISTANCE = 117'

K

VESTIBULE

D.8

D.7

E.7

E.8

C2

C1

REFRIG.

ELECTRICAL

ROOM

STORAGE

VESTIBULE

113A

TRAY

RETURN

114A

TRAY

RETURN

7 7

C.1

C.9

D.9

NOTES:

TYPE 'ABC' FIRE EXTINGUISHER TO BE

INSTALLED IN SEMI-RECESSED MOUNTED FEC.

TYPE 'K' FIRE EXTINGUISHER TO BE INSTALLED

IN SEMI-RECESSED MOUNTED FEC.

KEY BOX (FIRE) - MONITORED BY FIRE ALARM

SYSTEM. COORDINATE FINAL LOCATION WITH

INSTALLATION AHJ/ FIRE CHIEF.

BACK FLOW TEST ASSEMBLY.4

EDGE OF CONCRETE SLAB.5

TYPE 'ABC' FIRE EXTINGUISHER TO BE

INSTALLED IN SURFACE MOUNTED FEC.

OUTLINE OF EXHAUST HOOD.7

OUTLINE OF CONDENSATE HOOD.8

US Army Corps of Engineers ®

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BUILDING AND LIFE SAFETY CODE PLAN

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SCALE: 1/8" = 1' - 0"

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1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE

THE WORK OF OTHER TRADES INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS FOR

SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [+/-X'-X"] REFERENCE

TO THE FINISHED FLOOR TOP OF SLAB ELEVATION DATUM SET AT 0'-0". THIS DATUM IS

EQUIVALENT TO THE TOP OF SLAB ELEVATION INDICATED ON THE CIVIL DRAWINGS.

3. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY

INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF

THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL

DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION

CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR

REFERENCED.

5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISH STRUCTURE.

PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE

STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK, INCLUDING

CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY AND

INSPECTION OF ERECTION BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS

ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SUPERVISION OF

THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS

UNDER ANY CIRCUMSTANCES.

GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS:

A. 2012 INTERNATIONAL BUILDING CODE

B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES

C. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED 2010

D. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

E. SJI "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES", EFFECTIVE

F. UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (OCT 2013)

G. UFC 3-310-04 SEISMIC DESIGN OF BUILDINGS (2012)

H. UFC 3-301-01 STRUCTURAL ENGINEERING (2013)

2. DESIGN LOAD CRITERIA:

A. OCCUPANCY/RISK CATEGORY II

B. DEAD LOAD

MANSARD ROOF 10 PSF

FLAT ROOF 35 PSF

C. LIVE LOADS:

ROOF 20 PSF

KITCHEN AREA 250 PSF

DISHWASHING AREA 300 PSF

PROVISION STORAGE (NOT REFRIGERATED) 200 PSF

COLD STORAGE (FROZEN) 400 PSF

REFRIGERATION (DAIRY) 200 PSF

REFRIGERATION (MEAT) 250 PSF

REFRIGERATION (VEGETABLE) 275 PSF

PREPARATION ROOM (MEAT) 250 PSF

PREPARATION ROOM (VEGETABLE) 100 PSF

STORAGE/MECHANICAL 125 PSF

ALL OTHER AREAS 100 PSF

D. SNOW LOAD:

GROUND SNOW LOAD, Pg 20 PSF

SNOW LOAD IMPORTANCE FACTOR, I 1.0

SNOW EXPOSURE FACTOR, Ce 0.9 THERMAL FACTOR, Ct 1.0

E. WIND LOADS:

BASIC WIND SPEED, V 115 MPH

WIND EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENTS, GCpi +/-0.18

F. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR, I 1.0

SPECTRAL RESPONSE ACCELERATION, Ss 0.16g SPECTRAL RESPONSE ACCELERATION, S1 0.06g

SITE CLASS D

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL STEEL MOMENT FRAME

RESPONSE MODIFICATION FACTOR, R 8.0

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

DESIGN NOTES

1. THE DESIGN LEVEL OF THREAT IS LOW.

2. DESIGN LEVEL OF PROTECTION IS LOW.

3. EACH BUILDING HAS BEEN DESIGNED PER CRITERIA SET FORTH IN UFC 4-010-01.

4. SEE SF-302 FOR TYPICAL ELEVATIONS AND DETAILS AT WALL OPENINGS.

5. THE MINIMUM STANDOFF DISTANCE PROVIDED IS 75'. MINIMUM EXTERIOR METAL STUD

PROPERTIES INDICATED IN COLD-FORMED METAL FRAMING CONSTRUCTION NOTE 14

ACCOUNT FOR THE REDUCED STANDOFF DISTANCE.

ATFP CONSTRUCTION NOTES

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF

THE AMERICAN CONCRETE INSTITUTE (ACI)

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE MINIMUM 28-DAY COMPRESSIVE

STRENGTHS (f'c) OF:

4000 PSI FOOTINGS, MAT FOUNDATION SLABS, SLABS ON GRADE AND FLOOR

SLABS

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UON ON DRAWINGS

4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO

ASTM A615/A615M, GRADE 60.

5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. PROVIDE SHEET-

TYPE WWF. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.

6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE

INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED WITH TYPE "B"

SPLICES IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.

7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN

NO CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF

ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND: 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2"

C. INTERIOR SLAB CONCRETE: TOP 3/4"

BOT 1 1/2"

8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-

DEGREE HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE

HOOKS AND 90-DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI

318.

9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON

GRADE ABUT VERTICAL SURFACES.

10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED,

AND MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE

PLACEMENT.

11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND

OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT

SHALL NOT BE CUT TO FACILIATE PLACEMENT OF EMBEDDED ITEMS.

12. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE

CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL

EMBEDDED WORK, INCLUDING REINFORCEMENT.

13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UON.

14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS

EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE

REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

CONCRETE CONSTRUCTION NOTES

1. K-SERIES OPEN WEB STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE 2005 EDITION OF

THE STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL

JOISTS, K-SERIES" AND "STANDARD LOAD TABLE, K-SERIES." JOISTS SHALL BE HANDLED

AND ERECTED IN ACCORDANCE WITH SJI TECHNICAL DIGEST #9 THIRD EDITION DATED

MARCH 2008.

2. JOIST BRIDGING SHALL CONFORM TO SJI SPECIFICATIONS, INCLUDING BRIDGING

REQUIRED FOR UPLIFT RESISTANCE. CROSS BRIDGING IS REQUIRED AT CHANGES IN JOIST

DEPTHS AND WHERE BRIDGING LINES ARE INTERRUPTED BY STRUCTURAL STEEL BEAMS

SPANNING PARALLEL TO THE JOISTS. WHERE BRIDGING TERMINATES INTO A WALL,

PROVIDE HORIZONTAL BRIDGING IN THE SPACE BETWEEN THE WALL AND FIRST JOIST.

3. NO LOADS ARE PERMITTED TO BE SUPPORTED FROM JOIST BRIDGING.

4. JOISTS WITH CONCENTRATED LOADS ON THE TOP OR BOTTOM CHORDS NOT LOCATED AT

A PANEL POINT SHALL BE REINFORCED WITH A FIELD INSTALLED MEMBER. THE FIELD

INSTALLED MEMBER SHALL BE LOCATED AT THE CONCENTRATED LOAD AND SHALL BRACE

THE CHORD BACK TO A PANEL POINT IN ACCORDANCE WITH DETAIL 1/SF501.

5. NON-SLOPING STANDARD JOIST SEAT IS TO BE 2 1/2" DEEP.

STEEL JOIST CONSTRUCTION NOTES

1. COLD-FORMED STEEL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE (AISI) "COLD-FORMED STEEL DESIGN MANUAL",

2002 EDITION, INCLUDING THE TRUSS DESIGN MANUAL AND THE NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 2001

EDITION INCLUDING 2004 SUPPLEMENT.

2. COLD-FORMED STEEL ROOF TRUSS FRAMING, ROOF OVER-FRAMING AND ROOF FRAMING

CONNECTION DESIGN SHALL BE DELEGATED TO THE CONTRACTOR. SUBMIT

CALCULATIONS ALONG WITH THE SHOP DRAWINGS. DESIGN SHALL BE IN ACCORDANCE

WITH AISI SG03-3 AND AISI S214. SEALED CALCULATIONS AND DRAWINGS SHALL BE

SUBMITTED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF

VIRGINIA AND APPROVED PRIOR TO ORDERING MATERIALS.

3. ALL MATERIAL 18 GAGE OR LESS IN THICKNESS SHALL HAVE A MINIMUM YIELD STRENGTH

OF Fy= 50 KSI.

4. ALL MATERIAL 16 GAGE OR GREATER IN THICKNESS SHALL HAVE A MINIMUM YIELD

STRENGTH OF Fy = 50 KSI.

5. MEMBER DESIGNATIONS SHALL BE AS FOLLOWS: A B C - D

A = WEB DEPTH (DECIMAL INCHES) X 100

B = SECTION TYPE

C = FLANGE WIDTH (DECIMAL INCHES) X 100

D = BASE METAL THICKNESS (MILS)

SECTION TYPES (B):

S = STUD AND JOIST SECTION WITH FLANGE STIFFENING RETURN LIPS

T = TRACK SECTIONS (NO STIFFENING RETURN LIPS)

U = CHANNEL AND CHANNEL STUDS (NO STIFFENING RETURN LIPS)

F = FURRING CHANNEL

EXAMPLES:

MEMBER WEB SECTION FLANGE BASE METAL

DESIGNATION DEPTH TYPE WIDTH THICKNESS

362S162-33 3-5/8" S 1-5/8" 33 MILS

400T125-68 4" T 1-1/4" 68 MILS

MINIMUM CONNECTION REQUIREMENTS FOR COLD-FORMED WALL MEMBERS ARE AS

FOLLOWS, UNLESS OTHERWISE NOTED:

CONDITION CONNECTION

STUD TO TRACK (2) #10-16 SELF-DRILLING SCREWS WITH STUD

SECURELY SEATED INTO TRACK

TRACK TO STEEL BEAM 1/8" WELD EACH SIDE, 2" LONG SPACED AT 32" OC OR

(2) 0.145" DIAMETER POWDER ACTUATED

FASTENERS AT 16" OC

EXTERIOR STUD TRACK AISI 1021 3/16" DIAMETER CONCRETE SCREWS @

TO CONCRETE SLAB OR 2'-8" THROUGH TRACK. PROVIDE 1 1/2" MINIMUM

FOUNDATION FOUNDATION EMBEDMENT. MINIMUM SPACING = 4".

CONCRETE EDGE DISTANCE = 3"

6. DEFLECTION OF WALL STUD SPANS FOR LATERAL LOADS SHALL NOT EXCEED A LIMIT OF L/600.

7. ALL CONNECTION SCREWS SHALL BE ZINC COATED.

8. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET

STEEL."

9. PROVIDE TEMPORARY BRACING AND GUYING OF COLD-FORMED METAL FRAMING TO PROVIDE

FOR THE SAFETY OF THE STRUCTURE AND WORK PERSONNEL. BRACING SHALL REMAIN UNTIL

NO LONGER REQUIRED FOR SAFE SUPPORT OF FRAMING.

10. FIELD MODIFICATIONS OF COLD-FORMED STEEL SYSTEMS SHALL NOT BE ALLOWED WITHOUT

PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD.

11. MAINTAIN 3/4" MINIMUM DISTANCE BETWEEN CENTERS OF CONNECTION SCREWS AND 3/4"

MINIMUM DISTANCE FROM THE CENTER OF SCREW TO EDGE OF CONNECTED PART. INSTALL

FASTENERS FROM THINNER THROUGH THICKER MATERIAL.

12. MECHANICAL BRIDGING SHALL BE PLACED AT A MINIMUM OF THIRD POINTS ALONG STUD SPAN

FOR ALL LOAD BEARING, SHEAR AND EXTERIOR WALLS LESS THAN 15 FEET TALL. BRIDGING

SHALL BE IN PLACE PRIOR TO PLACING ANY LOADS ON THE STUD WALLS.

13. THE CONNECTION OF NONSTRUCTURAL COLD-FORMED STEEL FRAMING SHALL BE PROVIDED

WITH SLIP TYPE CONNECTION WHICH WILL ALLOW FOR DEFLECTION OF THE BUILDING FRAME.

14. TYPICAL EXTERIOR WALL STUD SHALL BE 6" DEEP. DUE TO ATFP STANDOFF DISTANCE

PROVIDED, MINIMUM EXTERIOR WALL STUD SECTION PERMITTED SHALL BE 600S162-33

(50KSI YIELD).

COLD-FORMED METAL FRAMING

CONSTRUCTION NOTES

1. THE FOUNDATIONS CONSIST OF A SYSTEM OF SHALLOW SPREAD FOOTINGS.

2. NET ALLOWABLE DESIGN BEARING PRESSURE: 3000PSF

3. DO NOT CONSTRUCT FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED

WITH UNDERGROUND UTILITIES AND STRUCTURES.

4. COORDINATE AND VERIFY ALL FOOTING LOCATIONS WITH CIVIL, PLUMBING, AND

ELECTRICAL DRAWINGS.

GEOTECHNICAL & FOUNDATION NOTES

1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530.1-05/ASCE 6-05/TMS 402-05).

2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 1500 PSI. NET AREA

COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM

OF 1900 PSI.

3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE

MANUFACTURED WITH LIGHT WEIGHT AGGREGATE.

4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES.

GROUT SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI.

5. GROUT POURS SHALL BE STOPPED 1-1/2 INCHES BELOW THE TOP OF A COURSE

TO FORM A KEY AT POURED JOINTS.

6. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M,

GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI

315. SHOP FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR

HOOKED.

7. LOCATED JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY. PROVIDE

ADDITIONAL REINFORCEMENT AT THE TOP OF ALL FOUNDATIONS AND IN THE TWO

JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS. EXTEND JOINT

REINFORCEMENT A MINIMUM OF 24 INCHES BEYOND THE OPENING ON

EACH SIDE.

8. PLACES PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN

STEEL, PVC SLEEVES OR CORED HOLES UON ON THE DRAWINGS.

9. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN

MASONRY GROUT, OR MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO

PREVENT ALUMINUM-CEMENT CHEMICAL REACTION OR ELECTROLYTIC REACTION

BETWEEN ALUMINUM AND STEEL.

10. UON OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. A MINIMUM

OF 1/2" CLEARANCE IS TO BE PROVIDED BETWEEN REINFORCEMENT AND BLOCK

CELL WALL. USE GALVANIZED "Z" TYPE BAR POSITIONERS AT A MAXIMUM SPACING

OF 2'-0" OC TO SECURE THE VERT REINF STEEL PRIOR TO GROUTING THE CELL.

11. PROVIDE DOWEL REINFORCEMENT FROM FOUNDATION OF SAME SIZE AND

SPACING AS VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT A

MINIMUM OF 72 BAR DIAMETERS.

12. PROVIDE INSPECTION OPENINGS AT THE BOTTOM OF ALL GROUTED CELL

LOCATIONS.

MASONRY CONSTRUCTION NOTES

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS

SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS" DATED MARCH 9, 2005 AND THE AISC "CODE OF STANDARD PRACTICE

FOR BUILDINGS AND BRIDGES", DATED MARCH 18, 2005.

2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH

THE ABOVE LISTED AISC SPECIFICATION AND THE FOLLOWING:

A. SQUARE AND RECTANGULAR HSS ASTM A500, GRADE B, Fy = 46 KSI B. ROUND HSS ASTM A500, GRADE B, Fy = 42 KSI

C. WIDE-FLANGE SHAPES AND TEES ASTM A992

D. CHANNELS AND S-SHAPES ASTM A36/A36M

E. PLATES AND ANGLES ASTM A36/A36M

F. HIGH STRENGTH BOLTS ASTM 325

G. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36

H. THREADED ROD ASTM A36/A36M

3. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL

CONFORM TO AWS STANDARDS. USE E70XX ELECTRODES UNLESS NOTED

OTHERWISE. CURRENT AWS CERTIFICATIONS SHALL BE AVAILABLE AT THE JOB SITE

FOR REVIEW BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. UNLESS OTHERWISE NOTED MINIMUM WELD SIZE TO BE 1/4" FILLET WELD.

5. ALL BOLTED CONNECTIONS, UON, SHALL USE HIGH STRENGTH BOLTS WITH

HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTON LOADS.

6. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE

PERMITTED. BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN

THE FIELD.

7. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE FULLY TENSIONED

CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

8. CONNECTIONS FOR AXIAL, SHEAR AND BENDING FORCES SHALL BE DESIGNED FOR

THE FACTORED CAPACITY OF THE CONNECTED MEMBER.

9. THE MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED.

10. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED

EXCEPT AS SPECIFICALLY PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON

APPROVED SUBMITTALS, AND AS SPECIFICALLY APPROVED ON SHOP DRAWINGS

PRIOR TO FABRICATION.

11. PAINT ALL STEEL BELOW GRADE WITH TWO COATS OF COAL TAR EPOXY IN

ACCORDANCE WITH SSPC PAINT 16.

12. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING MISCELLANEOUS

STEEL REQUIRED TO SUPPORT DRAINS, FAN CURBS, OVERFLOW DRAINS, ACCESS

HATCHES, ACCESS PANELS, ETC. COORDINATE WITH ARCHITECTURAL DRAWINGS.

13. POST INSTALLED ANCHOR BOLTS SHALL BE ASTM A193, GRADE B7 OR APPROVED

EQUAL. ANCHORS MAY BE UNDERCUT OR EPOXY ADHESIVE TYPE. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS. ANCHORS SHALL WITHSTAND LOAD

INDICATED ON THE PLANS. CONTRACTOR TO SUBMIT MANUFACTURER'S ANALYSIS

AND DESIGN DATA SHOWING THAT THE ANCHOR BOLT SYSTEMS MEET THE

ANCHOR FORCE REQUIREMENTS IN ACCORDANCE WITH ACI 318 WITH APPENDIX D.

STEEL CONSTRUCTION NOTES

STEEL DECK CONSTRUCTION NOTES

1. ROOF DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653-94 WITH A MINIMUM

YIELD STRENGTH OF 33 KSI.

2. ROOF DECK SHALL BE 20 GAGE 1-1/2" DEEP GALVANIZED WIDE RIB DECK.

3. ROOF DECK SHALL BE FASTENED WITH 5/8 INCH PUDDLE WELDS AT 36/7 WELD PATTERN

WITH TEN (10) #12 TEK SCREW SIDELAP FASTENERS BETWEEN SUPPORTS.

4. WHERE 4 OR MORE SUPPORTS ARE PROVIDED, STEEL DECK SHALL SPAN CONTINUOUSLY

OVER A MINIMUM OF 2 INTERIOR SUPPORTS (3-SPAN CONDITION), UON.

5. PROVIDE 18 GAGE RIDGE PLATES, VALLEY PLATES AND MISCELLANEOUS METAL DECK

ACCESSORIES IN ACCORDANCE WITH THE DECK MANUFACTURER'S RECOMMENDATIONS.

6. SUSPENDED LOADS SHALL NOT BE SUPPORTED BY STEEL ROOF DECK.

SLOPE DIRECTION

DECK SPAN

INDICATES ELEVATION

REFERENCED TO FINISH

FIRST FLOOR

GRID REFERENCE LINE

STEEL

BRICK

CONCRETE MASONRY UNIT

CONCRETE

GROUT

CAPILLARY WATER

BARRIER

EARTH FILL

CFMF OVER-FRAMING

INTERIOR LOAD BEARING

CFMF WALL

STRUCTURAL LEGEND

SYMBOL DESCRIPTION

1. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 01 45 35.

2. SPECIAL INSPECTION REQUIREMENTS ARE IDENTIFIED IN SECTION 01 45 35 AND IN THE

SCHEDULE OF SPECIAL INSPECTIONS APPENDED TO SECTION 01 45 35.

SPECIAL INSPECTION NOTES

US Army Corps of Engineers ®

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ABBREVIATIONS

ABBREVIATION DESCRIPTION

AB ANCHOR BOLT

AFF ABOVE FINISHED FLOOR

ANR ANCHOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BM BEAM

BOC BOTTOM OF CONCRETE

BOS BOTTOM OF STEEL

BRG BEARING

CFS COLD-FORMED STEEL

CJ SLAB CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

DE DECK EDGE

DIA DIAMETER

DIM DIMENSION

DN DOWN

EA EACH

EF EACH FACE

EJ EXPANSION`` JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FTG FOOTING

GA GAGE

HORIZ HORIZONTAL

JBE JOIST BEARING ELEVATION

JS JOIST SUBSTITUTE

JT JOINT

KIPS (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

PL PLATE

PL POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

SCHED SCHEDULE

SF STEPPED FOOTING

SHT SHEET

SIM SIMILAR

SJ SLAB SAWED JOINT

SOG SLAB ON GRADE

SPA SPACES/SPACED

STD STANDARD

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

WT WEIGHT

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3/4

5/

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1 3/8"

2"

2 1

/4"PL 1-1/4" CONTINUITY PLATES,

BOTH SIDES TOP AND BOTTOM

PL 5/8" DOUBLER PLATES,

ONE EACH SIDE OF WEB

NOTE A: MATCH JOIST

SEAT DEPTH, EXCEPT

COLUMNS WHICH FORM

MANSARD ROOF

SUPPORTS (SEE SF103,

SF104).

NOTE B: USE OF ERECTION

BOLTS PERMITTED.

3"

1 1 /4"

NOTE B

PL 1-1/4" CONTINUITY PLATES,

BOTH SIDES TOP AND BOTTOM

PL 5/8" DOUBLER PLATES,

ONE EACH SIDE OF WEB

US Army Corps of Engineers ®

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SCALE: 3" = 1' - 0"

6" 6"

1 1/2" = 1'-0"

TYPICAL SSMF RBS SINGLE PLATE MOMENT

CONNECTION

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C

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C1

C2

SB301

B

CL COL

(TYP)

SJ (TYP)

F1 F1

C3

SB301

C1

SB301

SF

A3

SB301

WF2.5 [-2'-0"]

(TYP, UON)

WF3.0 [-6'-0"]

SF

SF

SF

F1

F1F1 F1F1

F1

F1 F1

F1

B1

SB301

B1

SB301

WF3.0

[-6'-0"]

WF3.0

[-6'-0"]

C2

SB301

WF3.0

[-6'-0"]

MATCHLINE SEE SB102 MATCHLINE SEE SB102

F1

F199 9 9

WF3.0 [-6'-0"]

FACE OF

CONC WALL

SL SL SL SL SL SL SL SL

(TYP)[0'-0"]

[-0'-1 1/4"] [-0'-1 1/4"]

[0'-0"] [0'-0"]

[-0'-1"] [-0'-1 3/8"]

SL

3 6

(TYP)

FREEZER

SLAB SEE

B1/SB301

SLSL SL SL

SLSLSLSL

25' - 0" 23' - 4" 22' - 2" 22' - 0" 16' - 6" 10' - 10" 22' - 0" 12' - 10" 9' - 4" 23' - 4"

C2

C1 C1

C2

C1C1C1

C2 C2

C1C1C1

C1

C1

C1 C1 C1 C1 C1 C1

C2 C2 C2 F2

F1 F1 F1

F1

C2

C2

C2

AT

FP

AT

FP

ATFP 4

ATFP 7 AT

FP

AT

FP

AT

FP

SF

SF

SF

SF

[-6'-0"][-1'-4"]

[-1'-4"]

F1

F3 F1P2

P2

P1

P1P1

P2P2

P1

3' - 0" 3' - 6"

3'

- 0

0"

COMBINED

SLAB FTG

[-6'-0"] SEE

A3/SB301

FOR REINF.

A1

SB301

NOTE: FOR DOCK, STAIR,

AND RAMP DIMENSIONS

NOT SHOWN SEE A-701

[-6'-0"][-6'-0"]

[-6'-0"]

[-6'-0"]

DOCK

LEVELLER

8"

0"

0"

C.1

C.9

2'

- 4

4'

- 2

7'

- 0

2"

NON SHRINK

NON METALLIC

GROUT

ANCHOR ROD

W/ HEAVY HEX

NUT

LEVELING NUT

AND WASHER

TOF

NUT & WASHER

P E

WELD SEE BASE

PLATE DETAILS

SEE PLAN

E, P SEE BASE

PLATE SCHEDULE

1/

2" T

YP

B/2 B/2

N /2

N /2

3 1/2" TYP

3 EQ SPA

3 1/2"

1/

2"

SEE BASE PL

SCHEDULE

ANCHOR RODS SEE BASE

PLATE SCHEDULE

COL SEE

PLAN

1/2

1/2

DC

7/8

7/8

7/8

7/8

2" TYP

2"

COL SEE PLAN

SEE BASE PL

SCHEDULE

N /2

N /2

B/2 B/2

1/2

DC C5

ANCHOR RODS

SEE BASE PLATE

SCHEDULE

2"

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1/8" = 1'-0"

FOUNDATION PLAN - AREA 'A'

PLAN NOTES

1. TOP OF SLAB-ON-GRADE SHALL BE REFERENCE

ELEVATION [0'-0'], UNLESS OTHERWISE NOTED.

2. TOP OF FOOTING ELEVATIONS SHALL BE [-2'-0"],

UNLESS OTHERWISE NOTED ON PLAN THUS: [-X'-X"].

3. SLAB-ON-GRADE SHALL BE 5" THICK CAST-IN-PLACE

CONCRETE REINFORCED WITH 6x6-W2.1xW2.1 WWF.

PLACE SLAB ON 10 MIL VAPOR RETARDER OVER 6"

CAPILLARY WATER BARRIER.

4. CENTERLINES OF FOOTINGS AND COLUMNS ARE

COINCIDENT, UNLESS OTHERWISE NOTED.

5. COORDINATE THE LOCATION OF STEPPED FOOTINGS

WITH CIVIL, ELECTRICAL, AND PLUMBING DRAWINGS.

6. ALL WINDOWS AND STOREFRONTS SHALL BE

REINFORCED PER ATFP FRAME DETAILS ON

SHEET SF302.

7. SEE SHEET SB501 FOR TYPICAL SLAB JOINT DETAILS.

CONTRACTOR SHALL COORDINATE JOINT

REQUIREMENTS WITH CONSTRUCTION SEQUENCING.

JOINTS INDICATED ON PLAN TO BE SLAB

CONTRACTION JOINTS (SJ) MAY BE CONSTRUCTION

JOINTS (CJ) AT THE CONTRACTOR'S OPTION. JOINT

SPACING SHALL NOT EXCEED 15'-0". ASPECT RATIO

FOR SLAB PANELS SHALL NOT EXCEED 1.5 TO 1.

0' 8'

SCALE: 1/8" = 1' - 0"

8' 16'

COLUMN FOOTING SCHEDULE

MARK QTY LENGTH WIDTH THICKNESS REINFORCEMENT

F1 41 9'-0" 9'-0" 1'-4" 10 - #7 EW, T&B

F2 18 8'-0" 8'-0" 1'-2" 8 - #7 EW, BOTTOM

F3 5 6'-0" 6'-0" 1'-2" 6 - #7 EW, BOTTOM

COLUMN SCHEDULE

MARK SIZE BASEPLATE

C1 W14X132 BP1

C2 W8X31 BP2

PIER SCHEDULE

MARK W L

P1 2'-6" 2'-6" P2 1'-10" 1'-10"

8. PROVIDE 3'-0" LONG #5 DIAGONAL BARS 2" FROM THE

TOP OF THE SLAB-ON-GRADE AT RE-ENTRANT

CORNERS WHERE NO SLAB JOINT OCCURS.

1" = 1'-0"

TYP BASE PLATE ANCHORAGE - FOOTING

1 1/2" = 1'-0"

BP1

1 1/2" = 1'-0"

BP2

BP2 18" 18" 1" 1" 12" 8"

BP1 26" 26" 1-3/4" 1" 12" 8"

MARK WIDTH

"B"

LENGTH

"N"

THICKNESS

"T"

ROD

DIA.

EMBED.

"E"

PROJECT.

"P"

COLUMN BASEPLATE SCHEDULE

WALL FOOTING SCHEDULE

MARK WIDTH THICKNESS LONGITUDINAL TRANSVERSE

WF2.5 2'-6" 1'-0"

WF3.0 3'-0" 1'-0" 3 - #5 CONT #5 @ 6" O.C.

(KEY NOTES SEE SHEET SB102)

A

B

KEY PLAN

NO SCALE

NORTH

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1 2 3 5 7 9 11 12

E

F

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D.8

E.8

C2

CL COL

(TYP)

F2

SJ (TYP)

SJ (TYP)

TU

RN

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D

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N

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GE

SE

E

TY

PI

CA

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AI

L

ON

S

HE

ET

S B5

SEE SHEET

SB103 FOR

CANOPY

FOUNDATION

F1

F1

F2

F1

MATCHLINE SEE SB101 MATCHLINE SEE SB101

F1

F1F1F1 F1 F1

WF2.5

(TYP, UON)

SF

F2

F2

[-3'-4"]

TOF

SFF1

F2 F2

F1F1

F2

F1 F1 F1 F1

F2F2 F2 F2

F2 F2 F2F2

F1

F2F2

F1

F1

F1

F1

F1

SF

SF

[-3'-4"]

TOF

[-2'-8"]

TOF

SL SL SL SL

(TYP)

[0'-0"]

[-0'-1 3/8"] [-0'-1 3/8"]

SL TYP

SLSL

SLSL

TOP OF SLAB

EL [-0'-4 3/16"]

TOP OF SLAB

EL [-0'-4 3/16"]

F1F1 C2 C1 C1

C2 C2 C1 C1

C2 F2

C1C1C1C1C1C1

C2

C2

C2 C2 C1 C1

C2 C2

C1

C2 F2

C2C2C1C1C2C2C1

C1 C1 C1 C1 C1 C1 C1 C1

C2 F3

C2 F3

C2 F3

C2 F3

C2 C2

FOR GRID DIMENSIONS

NOT SHOWN SEE SB101

F1F1

C2

C2

AT

FP

ATFP 2

ATFP 2

AT

FP

W

AT

FP

W

AT

FP

W

AT

FP

W

ATFP W1ATFP W2ATFP W1ATFP W2ATFP W1ATFP W1ATFP W2ATFP W1ATFP W2ATFP W1

AT

FP

W

AT

FP

W

AT

FP

W

AT

FP

W

ATFP 2

ATFP 2

AT

FP

ATFP 5 ATFP 5

D.7

E.7

2"

8"

4"

0"

6"

6"

8" 9'

- 8

25' - 0"

C2

7'

- 2

7'

- 4

6' - 0"

7'

- 0

NOTE A

NOTE A: COMBINED FOOTING,

3'-0" DEEP, DIMENSIONS AS

SHOWN. REINFORCE 5 - #9

CONT T&B W/ #4 STIRRUPS @

1'-6" O.C.

NOTE A, DIM

SEE OPP

HAND

C2

C2

C2

C2

C2

SL TYP

SJ (TYP)

D.9

C.9 2'

- 4

4'

- 8

US Army Corps of Engineers ®

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1/8" = 1'-0"

FOUNDATION PLAN - AREA 'B'

PLAN NOTES

SEE SHEET SB101 FOR FOUNDATION

PLAN NOTES.

FOUNDATION KEY NOTESX

8 SEE CIVIL DRAWINGS FOR EXTERIOR PAVING AT

LOADING DOCK.

9 TRENCH DRAIN, SEE ARCHITECTURAL AND

PLUMBING DRAWINGS.

10 SLAB DEPRESSION, COORDINATE WITH FOOD

SERVICE DRAWINGS.

6 SEE 'TYPICAL PIPE SLEEVE BENEATH FOOTING' ON

SHEET SB502.

7 SLOPE SLAB AS REQUIRED TO FLOOR DRAIN.

FLOOR DRAINS THAT DO NOT REQUIRE A SLOPED

SLAB HAVE NOT BEEN SHOWN ON PLAN. SEE

OTHER DISCIPLINE'S DRAWINGS FOR ALL FLOOR

DRAIN LOCATIONS.

4 1 3/4" SLAB DEPRESSION FOR RECESSED FLOOR

MAT. COORDINATE EXTENTS WITH ARCHITECTURAL

DRAWINGS. SEE 'TYPICAL SLAB DEPRESSION (SD)'

DETAIL ON SHEET SB501.

5 DOOR BOLLARD, SEE ARCHITECTURAL DRAWINGS

FOR LOCATIONS AND CIVIL DRAWINGS FOR

FOOTING DETAIL.

1 CONCRETE PIER INDICATED THUS: PX. SEE

'TYPICAL COLUMN PIER' DETAIL ON SHEET SB502.

2 COLUMN WRAP, SEE TYPICAL DETAIL ON SHEET

SB502.

3 UNDERGROUND UTILITY. COORDINATE WITH OTHER

DISCIPLINE'S DRAWINGS.

0' 8'

SCALE: 1/8" = 1' - 0"

8' 16'

A

B

KEY PLAN

NO SCALE

NORTH

M

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C

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2x4 CONT KEY

(TYP)

#4 AT 12" OC

EW, EF

5" MIN

1'-6"

1'-6"

#4 HORIZ AT 6" OC

MIDDLE OF WALL

#4 AT 12" OC

#4 DOWELS

AT 12" OC

-SEE SHEET AE402

8"

1'- 6"

3'-0"

#4 AT 12" OC

STD 90° HOOK

(TYP)

#4 CONT

(TYP)

[SEE PLAN]

TOF

8"

COMBINED FTG #7 AT 12" OC, EW T&B

NOTES:

1. SEE SECTION C1/SB301 FOR

DETAILS NOT NOTED.

[SEE PLAN]

TOF

[VARIES]

TOC

[VARIES]

[VARIES]

TOC

SEE ARCH DWGS (TYP)

3/4" CHAMFER (TYP)

FINISHED GRADE

#4 AT 24" OC (TYP)

#4 CONT (TYP)

STD 90° HOOK (TYP)

TY

P8"

TY

P

1'-

6" 0" TYP

8"

NOTES:

1. SEE SECTION C1/SB301 FOR

REINFORCEMENT NOT

IDENTIFIED.

2. PROVIDE TEMPORARY

SHORING AS REQUIRED TO

BRACE TOP OF WALL UNTIL

CONCRETE SLAB-ON-GRADE

AND REINFORCEMENT ARE IN

PLACE.

TYP

1'-6"

SEE CIVIL

DWGS

PJF

L3x3x1/4 GALV CONT WITH 1/2" DIA x6" LONG HEADED

STUDS AT 24" OC

0"

LOW VOLUME CHANGE

MATERIAL (TYP)

#4 HORIZ AT 12" OC, EF

#5 AT 12" OC

1 1/2" CLR

(1) #5 CONT

SLOPE

1'- 6"

3'-0"

8"

1"

EQ 8" EQ

CONCRETE

SLAB-ON-GRADE

CAPILLARY WATER

BARRIER

[SEE PLAN]

TOF

FOOTING, SEE PLAN

AND SCHEDULE FOR

SIZE AND

REINFORCING

3" CLR

(TYP)

2x4 CONT KEY (TYP)

WELDED

WIRE FABRIC

NOTE:

PROVIDE TEMPORARY

SHORING AS REQUIRED

TO BRACE TOP OF

WALL UNTIL

REINFORCED CONCRETE

SLAB-ON-GRADE IS

IN PLACE.

2" CLR (TYP, EF)

CAST-IN-PLACE

CONCRETE

WALL

#5 VERT AT 12" OC, EF

(STD 90° HOOK)

2x4 CONT KEY (TYP)

#4 HORIZ AT 12" OC, EF

#5 AT 12" OC

L3x3x1/4 GALV CONT WITH 1/2" DIA x6"

LONG HEADED STUDS

AT 24" OC (TYP)

1 1/2" CLR (TYP)

SLOPE

WELDED WIRE FABRIC

(2) #5 CONT

#4 AT 18" OC

1'- 0"

1'-6"

(1) #5 CONT (TYP)

#5 AT 12" OC

NOTE #1

NO

TE

#1

EQ

TYP

8" EQ

8" 1'-

6" 3'-0"

8"

3'-0"#4 AT 12" OC

6"

NOTES:

1. COORDINATE DOCK LEVELER

DIMENSION WITH MANUFACTURER.

2. PROVIDE TEMPORARY SHORING AS

REQUIRED TO BRACE TOP OF WALL

UNTIL REINFORCED CONCRETE

SLAB-ON-GRADE IS IN PLACE.

3. SEE SECTION C1/SB301 FOR DETAILS

NOT NOTED.

#5 VERT AT 12" OC, EF

(STD 90° HOOK)

SLOPE

TOF @ LD

-6'-0"

CL OF

COLUMN BEYOND

#4 CONT

[SEE PLAN]

TOF

[SEE PLAN]

TOC

VAPOR

RETARDER

#4 AT 12" OC, EW

MIDDLE OF SLAB

COORDINATE WITH

KITCHEN EQUIPMENT

DRAWINGS

GRID

1'-0" 3'-0" NTS

#4 AT 24" OC

#4 CONT

SLAB, WOOD BREAKER,

INFILL AND INSULATION, SEE

FOOD SERVICE DRAWINGS

SECTION 1/QF500

2" C

LR

NOTE:

SEE 'TYPICAL SECTION AT EXTERIOR

WALL' ON SHEET SB502 FOR DETAILS

NOT NOTED.

5 1 /2"

(2) #4 CONT

8"

1'-3" 7"

FOUNDATION SEE "TYPICAL

SECTION AT EXTERIOR WALL"

SHEET S-502

B

[SEE PLAN]

TOC

PJF (TYP)

2'-0"

SLAB-ON-GRADE

OR PAVING,

SEE PLAN

EQ 1'-5" EQ

GRID

#4 CONT

VAPOR

RETARDER

PERIMETER INSULATION

#5 VERT AT 12" OC, EF

(STD 90° HOOK)

2x6 CONT KEY

#4 HORIZ

AT 12" OC, EF

[SEE PLAN]

TOF

NOTE:

SEE SECTION C1/SB301

FOR DETAILS NOT NOTED.

SLOPE SLAB-ON-GRADE

TO DRAIN AT SIM

INSULATION,

SEE ARCH

DWGS

US Army Corps of Engineers ®

SHEET OF

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VOLUME 4

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1-

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3/4" = 1'-0"SB101

A3 SECTION

3/4" = 1'-0"SB101

A1 SECTION

3/4" = 1'-0"SB101

C1 SECTION

3/4" = 1'-0"SB101

C3 SECTION

3/4" = 1'-0"SB101

B1 SECTION

3/4" = 1'-0"SB101

C2 SECTION

0' 8'

SCALE: 1/8" = 1' - 0"

8' 16'

0'

SCALE: 3/4" = 1' - 0"

1' 1' 2' 3'

M

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N D

NOTE:

WALL REINFORCING NOT

SHOWN FOR CLARITY

SEE CIVIL

DWGS

WELDED WIRE FABRIC

CONCRETE

SLAB-ON-GRADE

#4 AT 12" OC WITH

STD 90° HOOK

1'-4" 2" CLR

3'- 0"

SEE ARCH DWGS

WALL OPENING

PLAN

#4 AT 12" OC TOP

WITH STANDARD

90° HOOK

MIN

12" LAP

#5 AT 32" OC WITH

STD 90° HOOK (TYP)

CONCRETE

SLAB-ON-GRADE

SECTION (TYP, UON)

BEYOND

WALL

GROUT CAVITY

AND CMU SOLID

BELOW TOP OF

SLAB

FOOTING, SEE 'TYPICAL

SECTION AT EXTERIOR

WALL' ON SHEET SB502

(1) #4 AT RE-ENTRANT

CORNER, MIDDLE OF

SLAB, EACH SIDE

(1) #4

[SEE PLAN]

TOC

EDGE

OF SLAB

WALL (TYP)

3/ 4"

(1) #4 CONT

3/4" CLR

8" CMU

VA

RI

ES

6"

1/2" PJF

3'-0"

SEE CIVIL

DWGS

1/8" RADIUS

TOOLED EDGE (TYP)

#4 AT 12" OC WITH

STD 90° HOOK

BEYOND

WALL

GROUT CAVITY

AND CMU SOLID

BELOW TOP OF

SLAB

[SEE PLAN]

TOF

(1) #4 CONT

3/4" CLR

6"

3'-0"

[SEE PLAN]

TOC

MIN

1'-0"

4"

SECTION AT RECESSED ENTRANCE MAT

[SEE PLAN]

TOF

8" CMU

#5 AT 32" OC WITH

STD 90° HOOK (TYP)

FOOTING, SEE 'TYPICAL

SECTION AT EXTERIOR

WALL' ON SHEET SB502

1/2" PJF CONCRETE

SLAB-ON-GRADE WELDED WIRE FABRIC

CONCRETE

SLAB-ON-GRADE

#4 AT 12" OC WITH

STD 90° HOOK

SECTION AT LOADING DOCK

BEYOND

WALL

[SEE PLAN]

TOC

3/ 4"

(1) #4 CONT

3/4" CLR

CAST-IN-PLACE

CONCRETE WALL

1/2" PJF

[SEE PLAN]

TOF

SLOPE

2x6 CONT

KEY (TYP)

WELDED

WIRE FABRIC

SUPPORTS FOR

WELDED WIRE FABRIC

AT 3' - 0" OC MAX

EACH WAY

CONCRETE

SLAB-ON-GRADE

VAPOR RETARDERCAPILLARY WATER

BARRIER

T [SEE PLAN]

TOC

SEE PLAN

1/

2" 1 1

/2"

LOW VOLUME

CHANGE MATERIAL

CONCRETE

SLAB-ON-GRADE

VAPOR RETARDER LOW VOLUME

CHANGE MATERIAL

SAWCUT JOINT, DEPTH

EQUAL TO 1/4 OF

SLAB THICKNESS

1/

2"

2"

T

WELDED WIRE

FABRIC (TYP)

[SEE PLAN]

TOC

SEE PLAN

2"2" CLR END

OF WWF

1 1 /2"

CAPILLARY WATER BARRIER

2x4 CONT KEY

APPLY LIQUID CURING

COMPOUND TO ENTIRE

FACE OF PREVIOUS POUR

TO PREVENT BONDING

WELDED WIRE

FABRIC (TYP)

PREVIOUS POUR NEW POUR

CONCRETE

SLAB-ON-GRADE

2"2"

6" T1

1/ 2"

6"8" 6" 8"

SEE PLAN

2" END

OF WWF

VAPOR RETARDER

CAPILLARY

WATER

BARRIER

[SEE PLAN]

TOC

1 1 /2"

UO

N

LOW VOLUME

CHANGE MATERIAL

SEE ARCHITECTURAL

DRAWINGS FOR

EXACT LOCATION

WELDED WIRE

FABRIC

VAPOR RETARDER

CAPILLARY WATER

BARRIER

2"

[SEE PLAN]

TOC

1/8" RADIUS TOOLED EDGE

CONCRETE

SLAB-ON-GRADE

SEE PLAN FOR

DEPTH OF SLAB

DEPRESSION

T

MIN

1'-0"

T

SEE PLAN

1 1 /2"

UO

N

LOW VOLUME

CHANGE MATERIAL

DENOTED ( ) ON PLAN

WELDED WIRE FABRIC

CONCRETE

SLAB-ON-GRADE

TT/

[SEE PLAN]

TOC

3'- 0"

SEE CIVIL

DWGS

3'-0"

1/8" RADIUS

TOOLED EDGE

(2) #5 CONT

(1) #5 CONT

#4 AT 24" OC

3/ 4"

C

LR

VAPOR RETARDER

CAPILLARY

WATER

BARRIER

T/

UO

N

1'-0"

3/4" CLR

LOW VOLUME

CHANGE MATERIAL

#4 AT 1'-0" OC EACH WAY

CONCRETE

SLAB-ON-GRADE

1/2" PREMOLDED

JOINT FILLER

FACE OF

EQUIPMENT EQUIPMENT PAD

3/4" CHAMFER (TYP)

6"

[SEE PLAN]

TOC

2" C

LR

MIN

6"

CAPILLARY WATER

BARRIER

VAPOR RETARDERLOW VOLUME

CHANGE MATERIAL

8" M

IN (TYP)

CORNER EDGE

INTERIOR

EOS

EO

S CJ

EOS

8" M

IN (TYP)

CJ

8" M

IN (TYP)

CJ

SJ

8" M

IN (TYP)

CJ

CJ

CJ

CJCJ

OR

C

J

SJ

OR

C J

SJ

OR CJ

SJ

OR CJ

SJ OR

C

J

SJ

OR

C J

SJ

OR CJ

SJ

OR CJ

SJ OR

C

J

2'-6"

NTS

SE

E

FO

OD

SE

RV

IC

E

DW

GS

7"

4" 4"

- SEE FOOD

SERVICE DWGS

PREFABRICATED

TRENCH DRAIN.

COORDINATE WITH

ARCHITECTURAL AND

FOOD SERVICE DWGS

(2) #4 CONT

EACH SIDE

OF DRAIN

#4 AT 24" OC

4"

SE

E

PL

AN

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

20010

SB501

VOLUME 4

TY

PI

C A L

F O

U N

D

AT

IO

N

D

ET

AI

L S

A

IT

B A

R

RA

C K

S

CO

M

PL

EX

P H

A

SE

D

IN

IN

G

F A

C I L

IT

Y

N O

R

FO

LK

D

I S

TR

IC

T

N O

R

FO

LK

, V

A

W

KM

C

ES

LW

M

LW

M

A

PR

PR

O

JE

C T

N U

M

BE

R

C O

N

TR

AC

T

N O

SB

1-

F O R

T L E

E, V

I R G

IN

I A

3/4" = 1'-0"

TYPICAL SLAB AT EXTERIOR OPENING

3/4" = 1'-0"

TYPICAL SLAB-ON-GRADE (SOG)

3/4" = 1'-0"

TYPICAL SLAB-ON-GRADE

SAWED (CONTRACTION) JOINT (SJ)

3/4" = 1'-0"

TYPICAL SLAB-ON-GRADE

CONSTRUCTION JOINT (CJ)

3/4" = 1'-0"

TYPICAL SLAB DEPRESSION (SD)

3/4" = 1'-0"

TYPICAL TURNED DOWN SLAB-ON-GRADE AT CANOPY

3/4" = 1'-0"

TYPICAL CONCRETE

SLAB-ON-GRADE EQUIPMENT PAD

1/4" = 1'-0"

TYPICAL COLUMN ISOLATION JOINT

3/4" = 1'-0"

TYPICAL TRENCH DRAIN

0' 4'

SCALE: 1/4" = 1' - 0"

4' 8'

0'

SCALE: 3/4" = 1' - 0"

1' 1' 2' 3'

M

AR

K D

ES

C

R

IP

TI

O

N D

[SEE PLAN]

TOC

CL OF

COLUMN BEYOND

COLD-FORMED

STEEL FRAMING

1/2" PJF (TYP)

CONCRETE

SLAB-ON-GRADE

FACE OF VENEER

VENEER AND

INSULATION, SEE

ARCH DWGS

6" WIDE x 8" DEEP

CMU BOND BEAM

WITH (1) #4 CONT

BOTTOM

GROUT CAVITY AND

CMU SOLID BELOW

TOP OF SLAB

SEE CIVIL DWGS

VAPOR

RETARDER

CAPILLARY WATER BARRIER

PERIMETER INSULATION

LOW VOLUME CHANGE MATERIAL6" CMU

[SEE PLAN]

TOF

FOOTING, SEE PLAN AND

SCHEDULE ON SHEET SB101

FOR SIZE AND REINFORCING

2'-0"

GRID

1'-3"

3" CLR

(TYP)

#5 AT 32" OC WITH

STD 90° HOOK

8" CMU

CONCRETE

SLAB-ON-GRADE

SEE BASE PLATE

ANCHORAGE AND BASE

PLATE DETAILS ON SHEET

SB101 CL COLUMN AND FOOTING,

UNLESS OTHERWISE NOTED

CONSTRUCTION JOINT

WELDED WIRE FABRIC-

CAPILLARY

WATER

BARRIER

VAPOR

RETARDER CONCRETE FOOTING, SEE

SCHEDULE ON SHEET SB101

FOR SIZE AND REINFORCING

[SEE PLAN]

TOC

T

SEE PLAN

[SEE PLAN]

TOF

3"

MIN

CONT BOND

BREAKER

CONCRETE

SLAB-ON-GRADE

SEE BASE PLATE

ANCHORAGE AND BASE

PLATE DETAILS ON

SHEET SB101

CL COLUMN, PIER AND FOOTING,

UNLESS OTHERWISE NOTED

FOOTING, SEE PLAN AND

SCHEDULE ON SHEET SB101

FOR SIZE AND REINFORCING

[-0'-8"]

TOP OF PIER

[0'-0"]

TOC

SEE PLAN

[SEE PLAN]

TOF

2"

STANDARD 90°

HOOK (TYP)

2"

/1

6" 0" TY

P

T

CONSTRUCTION JOINT

3"

MIN

CONCRETE INFILL,SEE

'TYPICAL COLUMN ISOLATION

JOINT' ON SHEET SB501-

#4 TIES

AT 12" OC

CP1

2'- 0"

3'-0"

(12) #8 VERT

#4 TIES

AT 12" OC

CP2

1'- 6"

1'-6"

(8) #6 VERT

PLAN VIEWSECTION

1'-6"

- 2" CLR TO

TIES (TYP)

- 2" CLR TO

TIES (TYP)

(4) TIES

AT 3" OC

LAP (TYP)

36 BAR DIAMETER

8" STEP

16" MIN FOR

16" STEP

32" MIN FOR

MIN

12"

CONTINUOUS WALL

FOOTING

REINFORCING,

SEE SCHEDULE ON

SHEET SB101

'Z' BARS SAME SIZE AND

NUMBER AS CONTINUOUS

FOOTING REINFORCING,

BEND AS SHOWN

'A' BARS

'B' BARS

CONTINUOUS WALL

FOOTING REINFORCING

3" CLR

(TYP)8"

M

IN

" M

AX

BOTTOM REINFORCING

CONTINUOUS THRU JOINT

TIE BAR EACH SIDE OF

CONSTRUCTION JOINT

(3) #5x4'-0" TOP

CENTERED ON JOINT

T

PREVIOUS POUR NEW POUR

T/

T/

T/

SEE PLAN

4" 4"

2" C

LR

TO

P

- 1 1/2" KEY

FULL WIDTH

OF FTG

PLAN AT INTERSECTIONPLAN AT CORNER

NOTES:

1. WHERE THREE BARS OCCUR,

CENTER BAR SHALL BE TREATED

AS AN INNER FACE BAR.

2. 'B' AND 'D' BARS NOT SHOWN

FOR CLARITY.

3'-0" 3'-

0"

CONTINUOUS WALL

FOOTING

REINFORCING,

SEE SCHEDULE ON

SHEET SB101 (TYP).

1'-6"1'-6"

1'-6"

0" TYP0" TYP

0" T

YP

1'-6" (TYP)

CONTINUOUS WALL FOOTING,

SEE PLAN AND SCHEDULEPVC OR GALV

STEEL PIPE SLEEVE.

DIA = PIPE DIA + 2" MIN

1'-0" MIN (TYP)

8" MIN

1500 PSI LEAN CONCRETE,

WIDTH EQUAL TO

CONTINUOUS FOOTING WIDTH

2" M

IN

" M

AX

CONTINUOUS REINFORCING

3/4" CHAMFER (TYP)

-2" CLR

1/3 1/3

1/3

EXTERIOR FACE

KEY

W

AL

L T

HI

CK

NE

SS

SE

E

PL

AN

SEE CIVIL

DWGS (TYP)

DWGS

SEE ARCH

GROUT CAVITY

AND CMU

SOLID BELOW

TOP OF SLAB

VENEER, SEE

ARCH DWGS

COLUMN, SEE

SCHEDULE

4" CMU (TYP)

6" CMU (TYP)

FOR FOOTING SIZE AND REINFORCING

SEE PLANS SB101, SB102

#4 VERT WITH

STD 90° HOOK.

PLACE IN FOUR

CORNERS OF

COLUMN WRAP

PLAN AT INTERSECTIONPLAN AT CORNER

NOTE:

WHERE THREE BARS OCCUR,

CENTER BAR SHALL BE TREATED

AS AN INNER FACE BAR

36 BAR DIA

12" MIN

24 BAR DIA

B

AR

D

IA

" M

IN

B

AR

D

IA…