PN69251_RTA_PLANS_VOL2.pdf
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PLANS - Volume 2 of 2
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SHEET ID. TITLE
INDEX OF DRAWINGS - VOLUME 2
SHEET ID. SHEET ID.TITLE TITLE
SHEET ID
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U .S
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C O
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C H
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US Army Corps of Engineers ®
D
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C O
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AN
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F
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2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
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C:\Users\K6ENDKRW\Documents\FY19PN69251_PROJ_R18_K6ENDKRW.rvt
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PN
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ISSUED FOR CONSTRUCTION
A-703 LIFE SAFETY PLANS - THIRD FLOOR
A-704 LIFE SAFETY PLAN - FOURTH FLOOR
A-705 LIFE SAFETY PLAN - PENTHOUSE
A-801 PERSPECTIVE VIEWS
A-802 PERSPECTIVE VIEWS
FA001 FIRE ALARM LEGEND, GENERAL NOTES & OPERATIONS MATRIX
FA101 FIRE ALARM FLOOR PLANS
FA102 FIRE ALARM FLOOR PLANS
FA601 FIRE ALARM SYSTEM ONE-LINE DIAGRAM
FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES
FX101 FIRST FLOOR FIRE PROTECTION PLAN
FX102 SECOND FLOOR FIRE PROTECTION PLAN
FX103 THIRD FLOOR FIRE PROTECTION PLAN
FX104 FOURTH FLOOR AND ROOF LEVEL FIRE PROTECTION PLAN
FX501 FIRE PROTECTION DETAILS I
FX502 FIRE PROTECTION DETAILS II
FX503 FIRE PROTECTION DETAILS III
M-001 HVAC LEGEND
MH101 FIRST FLOOR HVAC PLAN
MH102 SECOND FLOOR HVAC PLAN
MH103 THIRD FLOOR HVAC PLAN
MH104 FOURTH FLOOR HVAC PLAN
MH105 PENTHOUSE HVAC PLAN
MH501 HVAC DETAILS
MH502 HVAC DETAILS
MH503 HVAC DETAILS
MH601 HVAC SCHEDULES
E-001 ELECTRICAL LEGEND & GENERAL NOTES
E-002 ELECTRICAL ABBREVIATIONS & MOUNTING DIAGRAM
EG101 LIGHTNING PROTECTION & GROUNDING PLANS
EG501 LIGHTNING PROTECTION DETAILS
EG502 GROUNDING DETAILS
EL101 LIGHTING PLANS - 1ST & 2ND FLOOR
EL102 LIGHTING PLANS - 3RD FLOOR - ROOF
EL401 ENLARGED LIGHTING PLANS
EL501 LIGHT FIXTURE SCHEDULE & DETAILS
EL601 LIGHTING CONTROL STRATEGY SCHEDULE & DETAILS
EP101 POWER & EQUIPMENT PLANS - 1ST & 2ND FLOOR
EP102 POWER & EQUIPMENT PLANS - 3RD FLOOR - ROOF
EP401 ENLARGED POWER & EQUIPMENT PLAN
EP601 POWER ONE-LINE DIAGRAMS
EP602 FEEDER SCHEDULES
EP603 PANEL SCHEDULES
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-003 GENERAL NOTES, ABBREVIATIONS
S-001 GENERAL STRUCTURAL NOTES
S-002 DESIGN DATA
SB101 FOUNDATION PLAN
SB102 MISC PLANS AND ELEVATIONS
SB501 FOUNDATION DETAILS
SB502 MASONRY DETAILS
SB601 FOUNDATION & WALL SCHEDULES
SB602 FOUNDATION & WALL SCHEDULES
SF101 SECOND FLOOR FRAMING PLAN
SF102 THIRD FLOOR FRAMING PLAN
SF103 FOURTH FLOOR FRAMING PLAN
SF104 PENTHOUSE FRAMING PLAN
SF201 FRAMING ELEVATIONS
SF202 FRAMING ELEVATIONS
SF203 FRAMING ELEVATIONS
SF204 FRAMING ELEVATIONS
SF401 INTERIOR STAIR FRAMING
SF402 INTERIOR STAIR FRAMING
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF504 FRAMING DETAILS
SF505 FRAMING DETAILS
SF506 BALLISTIC WALL PANEL BRACING
SF507 COLD-FORMED STEEL DETAILS
SF601 FRAMING SCHEDULES
SF801 FRAMING PERSPECTIVE
A-001 GENERAL ABBREVIATIONS AND LEGENDS
A-101 FIRST FLOOR PLAN
A-102 SECOND FLOOR PLAN
A-103 THIRD FLOOR PLAN
A-104 FOURTH FLOOR PLAN
A-105 PENTHOUSE PLAN
A-110 FIRST FLOOR REFLECTED CEILING PLAN
A-111 SECOND FLOOR REFLECTED CEILING PLAN
A-112 THIRD FLOOR REFLECTED CEILING PLAN
A-113 FOURTH FLOOR REFLECTED CEILING PLAN
A-114 PENTHOUSE REFLECTED CEILING PLAN
A-120 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 WALL SECTIONS
A-303 WALL SECTIONS AND DETAILS
A-304 WALL DETAILS
A-401 ENLARGED STAIR PLANS
A-402 ENLARGED STAIR PLANS
A-403 ENLARGED STAIR SECTIONS
A-404 ENLARGED STAIR SECTIONS
A-405 ENLARGED STAIR PLANS & SECTION
A-406 ENLARGED STAIR PLANS & SECTIONS
A-407 ENLARGED ELEVATOR SHAFT PLANS AND SECTIONS
A-408 ENLARGED STAIR SECTIONS AND DETAILS
A-409 ENLARGED STAIR SECTIONS AND DETAILS
A-410 ENLARGED STAIR DETAILS
A-501 ROOF AND BALCONY DETAILS
A-502 COURTYARD PLAN, SECTIONS, AND DETAILS
A-601 PARTITION TYPES AND MISCELLANEOUS DETAILS
A-602 DOOR AND CASED OPENINGS - SCHEDULES, TYPES, AND DETAILS
A-603 OPENING DETAILS
A-604 OPENING DETAILS
A-605 LOUVER SCHEDULES AND DETAILS
A-610 FINISH SCHEDULES
A-701 LIFE SAFETY PLAN - FIRST FLOOR
A-702 LIFE SAFETY PLAN - SECOND FLOOR
M
AR
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SHEET LOGICMATERIALS
EARTH
DRAWING ABBREVIATIONS GENERAL NOTES
C (cont) ---------------------
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE, CONTINUOUS
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION
AND FINISH SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED, EXPANSION
EXT EXTERIOR, EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR
PANEL
FAS BD FASCIA BOARD
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FED FEDERAL
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED
GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED
PLASTIC
FRTW FIRE RETARDANT
TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GEJ GUTTER EXPANSION JOINT
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-
REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GWB GYPSUM WALL BOARD
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H -------------
HB HOSE BIBB
HC HANDICAPPED
HDPE HIGH DENSITY
POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY
PARTICULATE AIR (FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING
CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
JT JOINT
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LG LIGHT GAUGE
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTD MOUNTED
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE
WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE
PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION
COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL
JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GLPLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PLPUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PREFIN PREFINISHED
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER
AND RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK
MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
R (cont) --------------------
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL SHEET METAL
FLASH (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SS STAINLESS STEEL
SSMR STANDING SEAM METAL ROOF
ST STAIRS
STC SOUND TRANSMISSION
COEFFICIENT
STD STANDARD
STL STEEL
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
STRUC STRUCTURAL
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
TH THICK
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
TYP TYPICAL
U --------------------
UG UNDERGROUND
UH UNIT HEATER
UL UNDERWRITER
LABORATORIES
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER
SYSTEM
V --------------------
VAV VARIABLE AIR VOLUME/UNIT
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VTR VENT THRU ROOF
W --------------------
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
W/O WITHOUT
WWF WELDED WIRE FABRIC
X --------------------
XFMRTRANSFORMER
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ABV ABOVE
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL
SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH
DISABILITIES ACT
ADJ ADJACENT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED
CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AWT ACOUSTICAL WALL
TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BD BOARD
BDRY BOUNDARY
BEJ BRICK EXPANSION JOINT
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S
ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BRG BEARING
BRKT BRACKET
BSMTBASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER)
BOARD
CD CONSTRUCTION
DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CFCI CONTRACTOR
FURNISHED/CONTRACTOR
INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL
FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
0 GRID/COLUM
N LINE
DESIGNATOR
INTERIOR ELEVATION
SECTION
ROOM
NAME/NUMBE
R
REVISION
TAG
PLAN, BLOW-UP
DETAIL
PLAN NORTH
NORTH ARROW
w/ TRUE NORTH
INDICATION
SPOT ELEVATION
Name Elevation REFERENCE LEVEL
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
A-101
SIM
EXTERIOR ELEVATION
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
A-101
SYMBOLS
INTERIOR ELEVATION
SYMBOL
EXTERIOR ELEVATION
SYMBOL
SECTION SYMBOL
CALLOUT SYMBOL
ELEVATION SYMBOL
LEVEL SYMBOL
GENERAL SYMBOLS
Room name
Room name
150 SF
ROOM
NAME/NUMBER
W/ AREA
CENTERLINE
INDICATOR
1/2 1 21
SCALE: 1"=1'-0"
SCALE BAR
1 View Name 1/8" = 1'-0"R101
MATCHLINE INDICATOR
VIEW TITLE BAR
1 / A-101
1 / A-102
REFERENCE
SHEETS
SAND
CONCRETE/ PRECAST
CONCRETE
STONE
BRICK
CMU
PLYWOOD
RIGID INSULATION
BATT INSULATION
GYPSUM BOARD,
PLASTER
EIFS
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS
ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE
SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.
AE201
DISCIPLINE*:
G - GENERAL
C - CIVIL
L - LANDSCAPE
S - STRUCTURAL
A - ARCHITECTURE
DISCIPLINE DESIGNATOR
SHEET TYPE
DESIGNATOR
SHEET SEQUENCE
NUMBER
F- FIRE PROTECTION
P - PLUMBING
M - MECHANICAL
E - ELECTRICAL
T-
TELECOMMUNICATIONS
*ADDITIONAL DISCIPLINES MAY BE USED
IN THIS DRAWING SET.
DRAWING NAMING CONVENTION
SHEET ID
SHEET ID
D R
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B Y:
D
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B Y:
SU
BM
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D B
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SI
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IS
SU
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C O
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N O
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N N
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U .S
. A R
M Y
C O
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PS
O F
EN
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IN
EE
R S
C H
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D B
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US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
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C O
D E:
AN
SI
D
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F
G
2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
R
O
FF
IC
IA
L U
SE
O
N
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(F O
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C:\Users\K6ENDKRW\Documents\FY19PN69251_PROJ_R18_K6ENDKRW.rvt
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G-003
G
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W
IL
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IN
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TO
N D
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N G
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N
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N U
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IL
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IN
TO
N , N
C
U .S
. A R
M Y
C O
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O F
EN
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IN
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R S
SA
VA
N N
AH
D
IS
TR
IC
T
W
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T O
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TH
O
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A
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N U
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SA
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N
N
AH
, G A
FO
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BR
AG
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, N O
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C
AR
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N A
SO
F, R
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LA
C
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AZ
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TO
W
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PN
J.
S
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IN
ISSUED FOR CONSTRUCTION
M
AR
K D
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C
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N D
GENERAL NOTES:
G-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.
G-2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO CONTRACTING
OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.
G-3. DETAILS TITLED 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.
G-4. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE
STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND
AND/OR CONSTRUCTION LOADS.
G-5. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM
ELEVATION.
G-6. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY
CIRCUMSTANCE.
FOUNDATION AND SLAB NOTES:
F-1. FOUNDATIONS FOR THIS PROJECT ARE DESIGNED IN ACCORDANCE WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT
TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, SOTF REPLACE MAZE
AND TOWER, FY 19, LI 69521, FT BRAGG, NC", DATED SEPTEMBER 2018.
F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 5000 PSF, PENDING COMPLETION AND VERIFICATION OF SOIL IMPROVEMENT
REQUIREMENTS OF SPECIFICATION 31 00 00, EARTHWORK.
F-3. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE THE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE BEEN FOLLOWED AND ACCOMPLISHED.
F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND
EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS
REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL
OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER CONDITIONS WHICH MIGHT BE
ENCOUNTERED DURING EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO SPECIFICATION SECTION 31 00 00, EARTHWORK, AND TO SHEET B-301 FOR ADDITIONAL EXCAVATION
REQUIREMENTS.
F-5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.
F-6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESSES INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS
SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.
F-7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH
ADJACENT UNDERGROUND UTILITIES.
F-8. PLACE 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-ON-GRADE.
CONCRETE CONSTRUCTION NOTES:
C-1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE" (ACI 318-14) AND THE SPECIFICATIONS FOR
STRUCTURAL CONCRETE (ACI 301-16) OF THE AMERICAN CONCRETE INSTITUTE (ACI).
C-2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c)
OF 4000 PSI.
C-3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF UNLESS
NOTED OTHERWISE ON PLANS. CONCRETE NOTED TO BE LIGHTWEIGHT SHALL HAVE DENSITY OF
105 PCF TO 115 PCF.
C-4. CONCRETE REINFORCING STEEL 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.
C-5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED
WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 2".
C-6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED.
CONTINUOUS REINFORCING STEEL SHALL BE SPLICED AS SHOWN INSCHEDULE ON SB601 UNO ON PLANS. REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X
BAR DIAMETER.
C-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. SLABS AND WALLS 1"
C-8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90° HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUPS, TIES, AND 180° HOOKS SHALL
CONFORM TO THE REQUIREMENTS OF ACI 318.
C-9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL
SURFACES.
C-10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED
SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
C-11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, ANCHORS, RECESSES AND OTHER EMBEDDED
ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE
PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.
C-12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE CONTRACTING OFFICER'S DESIGNATED
REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.
C-13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.
C-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.
C-15. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION. SLAB PANELS BETWEEN JOINTS SHALL BE EQUALLY SPACED OR NEARLY SO, WITH A MAXIMUM SPACING OF 18'-0". SLAB PANELS BETWEEN JOINTS SHALL BE SQUARE OR NEARLY SO AND SHALL NOT EXCEED AN ASPECT RATIO WITH PANEL
LENGTH GREATER THAN 1.5 TIMES THE PANEL WIDTH.
C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED
TO, COLUMNS AND SLAB RECESSES.
C-17. IN ADDITION, CONTRACTOR SHALL COORDINATE SLAB ON GRADE JOINT REQUIREMENTS WITH SLAB-
ON-GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SHOW JOINT LAYOUT ON
REINFORCING SHOP DRAWING SUBMITTAL FOR APPROVAL.
STEEL CONSTRUCTION NOTES:
S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED JUNE 22, 2010 AND AISC 303-10, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES" DATED
APRIL 14, 2010. THE STRUCTURAL STEEL MEMBERS SHOWN IN THESE DRAWINGS HAVE BEEN
ANALYZED AND DESIGNED USING AISC 360-10, LRFD METHOD.
S-2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ABOVE-LISTED
AISC SPECIFICATION AND THE FOLLOWING:
A. WIDE FLANGE SHAPES (50 KSI) ASTM A992, GRADE B
B. HSS HOLLOW SHAPES (50 KSI) ASTM A500, GRADE C
C. PLATES AND ANGLES ASTM A36
D. PIPES ASTM A53, GRADE B
E. HIGH STRENGTH BOLTS ASTM A325
F. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 55, 1-1/2" DIA
S-3. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER. SIGNED AND SEALED CALCULATIONS
FOR CONNECTION DESIGNS SHALL BE SUBMITTED FOR SIMULTANEOUSLY WITH FABRICATION
DRAWINGS FOR REVIEW. UNLESS NOTED OTHERWISE ON PLANS, ALL SHEAR CONNECTIONS FOR
SIMPLY SUPPORTED BEAMS SHALL BE DESIGNED TO DEVELOP THE REACTION OF THE MAXIMUM
ALLOWABLE UNIFORM LOAD CAPACITY FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL
LATERAL SUPPORT, AS TABULATED IN THE ALLOWABLE UNIFORM LOAD TABLES OF THE AISC MANUAL, 14TH EDITION.
S-4. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS
STANDARDS. USE E70XX ELECTRODES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE FOR
STRUCTURAL STEEL IS 3/16 IN FILLET, UNLESS OTHERWISE NOTED. CURRENT AWS CERTIFICATIONS
SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE OWNERS' REPRESENTATIVE.
S-5. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH
BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS.
S-6. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE IS NOT PERMITTED. BOLT HOLES
SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.
S-7. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.
S-8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY
ALTERNATE DETAILS AND MEMBER SPLICES.
S-9. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND
AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.
S-10. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.
S-11. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE BLAST CLEANED AND COATED IN ACCORDANCE WITH THE
STRUCTURAL STEEL AND PAINT SPECIFICATIONS. COORDINATE ALL STEEL FINISHES WITH
ARCHITECTURAL DRAWINGS AND SPECIFICATIONS
S-12. REFER TO SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.
COLD-FORMED STEEL NOTES:
CF-1. THE CONTRACTOR SHALL SUBMIT COMPLETE PRODUCT CATALOGS FROM THE MATERIAL
MANUFACTURER FOR REVIEW PRIOR TO FABRICATION. THE CATALOGS SHALL INDICATE
QUALIFICATION, MATERIAL SPECIFICATIONS, DESIGN REFERENCES, ETC.
CF-2. ALL COLD-FORMED STEEL MEMBERS, THEIR COMPONENTS, AND CONNECTION MATERIAL SHALL BE
GALVANIZED. PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON FABRICATED AND
INSTALLED LIGHT GAUGE METAL FRAMING WITH GALVANIZING REPAIR PAINT ACCORDING TO ASTM
A780 AND/OR THE MANUFACTURER'S RECOMMENDATIONS.
CF-3. COLD-FORMED STEEL MEMBERS SHALL BE Fy=33KSI FOR MEMBERS 43 MILS (18 GA) AND Fy=50KSI
FOR MEMBERS 54 MILS (16 GA) AND HEAVIER.
CF-4. ALL WELDING OF LIGHT GAUGE STEEL SHALL COMPLY WITH AWS D1.1 AND AWS D1.3 FOR WELDING
BASE MATERIAL LESS THAN 1/8" THICK.
STEEL DECK NOTES:
SD-1. COMPOSITE FLOOR DECK FOR SHALL BE GALVANIZED STEEL CONFORMING TO ASTM 653 WITH A MINIMUM YIELD STRENGTH OF 50 KSI. COMPOSITE STEEL FLOOR DECK SHALL BE AS SHOWN ON
DRAWINGS. COMPOSITE FLOOR DECK SHALL BE FASTENED TO THE SUPPORTING STRUCTURE
WITH 5/8" DIAMETER PUDDLE WELDS AT A 36/4 PATTERN AND WELDED SIDELAPS AT A MINIMUM OF 4 LOCATIONS. FASTEN DISCONTINUOUS SIDE OF FORM DECK TO SUPPORTING STRUCTURE WITH 5/8"
DIAMETER PUDDLE WELDS UNLESS NOTED OTHERWISE.
SD-2. PROVIDE ALL CLOSURE PLATES, POUR STOPS, AND ALL OTHER ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN ACCORDANCE WITH THE DECK MANUFACTURER'S RECOMMENDATIONS.
SD-3. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.
SD-4. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.
SD-5. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.
MASONRY CONSTRUCTION NOTES:
M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS
FOR MASONRY STRUCTURES" (ACI 530-13/ASCE 5-13/TMS 402-13) AND "SPECIFICATION FOR
MASONRY STRUCTURES" (ACI 530.1-13/ASCE 6-13/TMS 602-13).
M-2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2000 PSI. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2800 PSI AND SHALL UTILIZE TYPE S MORTAR.
M-3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH NORMAL
WEIGHT AGGREGATE.
M-4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL
ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI.
M-5. 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.
M-6. LOCATE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND ADDITIONALLY AT THE
TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL
OPENINGS, EXTENDING A MINIMUM OF 24 INCHES BEYOND THE JAMB ON EACH SIDE.
M-7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL OR PVC
SLEEVES OR CORED HOLES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
M-8. 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.
M-9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE
NONMETALLIC BAR POSITIONERS.
M-10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME SIZE AND SPACING
AS VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT PER SCHEDULE ON SB601.
DESIGN CODE NOTES:
D-1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS:
A. IBC 2015, INTERNATIONAL BUILDING CODE
B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES
C. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
D. ACI 530-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
E. AISC 341-10, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
F. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
G. AISI S100-12, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD
FORMED STEEL STRUCTURAL MEMBERS
H. SDI, STEEL DECK INSTITUTE: DESIGN MANUAL FOR COMPOSITE DECK,
FORM DECK, & ROOF DECK
I. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, (20 JUNE 2016)
J. UFC 3-301-01, STRUCTURAL ENGINEERING, (12 SEPTEMBER 2016)
K. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, (20 JUNE 2016)
L. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS,
(9 JANUARY 2015)
DESIGN LOAD CRITERIA:
D-2. COLLATERAL DEAD LOADS:
EXTERIOR ONE SIDED BALLISTIC WALL 560 PSF
INTERIOR TWO SIDED BALLISTIC WALL 480 PSF
D-3. FIRST FLOOR LIVE LOADS:
FIRST FLOOR SLAB ON GRADE 150 PSF
D-4. ELEVATED FLOOR LIVE LOADS:
ELEVATED SLAB UNO 100 PSF
CATWALK 80 PSF
STAIRS 100 PSF
D-5. SNOW LOADS:
RISK CATEGORY II
SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 10 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.2 ROOF SLOPE FACTOR, Cs 1.0 MINIMUM LOW SLOPE SNOW LOAD, Pm 10 PSF
D-6. WIND LOADS:
RISK CATEGORY II
WIND IMPORTANCE FACTOR, Iw 1.0
BASIC WIND SPEED, V 119 MPH (ULTIMATE)
92 MPH (SERVICE)
WIND EXPOSURE CATEGORY C
GUST EFFECT FACTOR, G 0.85
INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18
D-7. SEISMIC LOADS:
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.21
MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.10
SITE CLASS D
DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.224 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.160
SEISMIC DESIGN CATEGORY C
SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
SEISMIC-FORCE RESISTING SYSTEM ORDINARY CONCENTRICALLY BRACED FRAMES
RESPONSE MODIFICATION FACTOR, R 3.25
SYSTEM OVERSTRENGTH FACTOR 2
DEFLECTION AMPLIFICATION FACTOR, Cd 3.25 SEISMIC RESPONSE COEFFICIENT, Cs 0.069
D-8. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:
NEW BUILDING LOCATION PARKING AND ROADWAYS WITHIN
A CONTROLLED PERIMETER
BUILDING CATEGORY LOW OCCUPANCY BUILDING
DESIGN LEVEL OF PROTECTION (LOP) EXEMPT
CONVENTIONAL CONSTR STANDOFF DISTANCE 13 FT
APPLICABLE EXPLOSIVE WEIGHT CLASS N/A
STEEL DOORS AND FRAMES EXEMPT
ALUMINUM DOORS AND FRAMES EXEMPT
ALUMINUM WINDOWS EXEMPT
GLAZING EXEMPT
PROGRESSIVE COLLAPSE CRITERIA APPLIES EXEMPT
SHEAR STUD CONNECTOR NOTES:
SS-1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1
"STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING.
SS-2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL
STUD.
SS-3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 65,000 PSI AND
SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS.
SS-4. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH INDICATES THE
SIZE, LENGTH, AND LOCATION OF SHEAR CONNECTOR STUDS.
SPECIAL INSPECTION NOTES:
SI-1. INSPECTION OF FABRICATORS SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1704.2.5.
SI-2. INSPECTION OF STEEL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1705.2.
SI-3. INSPECTION OF CONCRETE CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1705.3 AND TABLE 1705.3.
SI-4. INSPECTION OF MASONRY CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1705.4.
SI-5. INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE AS PER IBC 2015,
SECTION 1705.11 AND 1705.12.
SI-6. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY
CONTROL (CQC) PLAN.
SI-7. THE CONTRACTOR SHALL RETAIN THIRD PARTY QUALITY ASSURANCE AGENCIES TO
CONDUCT SPECIAL INSPECTIONS REQUIRED BY IBC. INSPECTING AGENCY SHALL PROVIDE
REPORTS OF SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.
SHEET ID
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ENCLOSED STRUCTURE
COMPONENT AND CLADDING WIND PRESSURES (PSF)
10 SF
EFFECTIVE
WIND AREA 1
WALLOVERHANG
1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND PRESSURE DIAGRAMS
SHOWN BELOW.
2. EDGE ZONES 'a' = 6'-0" 1/4 / 12 SLOPE
3. WIND PRESSURES SHOWN SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS
SPECIFIED IN SECTIONS 2.3 AND 2.4 OF ASCE 7-10.
4. NEGATIVE WIND PRESSURES REPRESENT GOVERNING WIND PRESSURES ACTING AWAY FROM
THE COMPONENT AND CLADDING SURFACES.
20 SF
50 SF
100 SF
+21 / -36
+19 / -34
+16 / -33
+23 / -64
+21 / -58
+19 / -51
+16 / -47
+23 / -95
+21 / -89
+19 / -81
+16 / -75
+40 / -44
+38 / -42
+36 / -40
+34 / -36
+40 / -54
+38 / -51
+36 / -46
+34 / -44
-81
-81
-81
-81
-133
-119
-105
-92
ZONE 2 ZONE 3 ZONE 4 ZONE 5ZONE 2 ZONE 3
+28 / -28
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ROOF
OPEN COVERED AREA
UPLIFT WIND PRESSURES (PSF)
36 SF
EFFECTIVE
WIND AREA 1
36-144 SF
144 SF
+43 / -43
+43 / -43
+28 / -29
+56 / -56
+43 / -43
+28 / -28
ZONE 2 ZONE 3
+28 / -28
+28 / -28
SUPPORT FASTENERS
LAP
FASTENERS
METAL DECK
METAL DECK
GAUGE
MOMENT OF INERTIA OF
STEEL SECTION, Ip (IN4)
(FORM DECK) - 1.5C18 (COMPOSITE DECK) - 1.5VL18
MINIMUM PROPERTIES OF METAL DECK
SECTION MODULUS OF
STEEL SECTION
POSITIVE BENDING, Sn (IN3)
0.295
0.272
0.324
0.311
0.272
0.295
0.311
0.324
MOMENT OF INERTIA OF
STEEL SECTION, In (IN4)
SECTION MODULUS OF
STEEL SECTION
POSITIVE BENDING, Sp (IN3)
FV (KSI) 50 50
STRUCTURAL ABBREVIATIONS
SYMBOL DESCRIPTION
AFF ABOVE FINISHED FLOOR
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
BOC BOTTOM OF CONCRETE
BOF BOTTOM OF FOOTING
BOM BOTTOM OF MASONRY
BOS BOTTOM OF STEEL
BOT BOTTOM
BRG BEARING
CC CENTER TO CENTER
CJ CONSTRUCTION JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONN CONNECTION
CONC CONCRETE
CONT CONTINUOUS
CONSTR CONSTRUCTION
DCJ DOWELED CONSTRUCTION JOINT
DEG DEGREE
DIA DIAMETER
DN DOWN
DWG(S) DRAWING(S)
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
EOS EDGE OF SLAB
EST ESTIMATED
EQ EQUAL
EW EACH WAY
FF FINISHED FLOOR
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GOVT GOVERNMENT
HORIZ HORIZONTAL
KIP (k) 1000 POUNDS
LG LONG
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAX MAXIMUM
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFR MANUFACTURER
MIN MINIMUM
NTS NOT TO SCALE
NW NORMAL WEIGHT
OC ON CENTER
OPP OPPOSITE
PJF PREMOLDED JOINT FILLER
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
REINF REINFORCEMENT
REQD REQUIRED
SCHED SCHEDULE
SJ SAWED CONTRACTION JOINT
SJI STEEL JOIST INSTITUTE
SIM SIMILAR
SL SLOPE(D)
SOG SLAB ON GRADE
STD STANDARD
T&B TOP AND BOTTOM
TO TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOS TOP OF SLAB
TS THICKENED SLAB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
WP WORKING POINT
WWF WELDED WIRE FABRIC
STRUCTURAL LEGEND
SLOPE DIRECTION
INDICATES ELEVATION REFERENCED
TO FINISHED FLOOR
KEYED PLAN NOTE
COLUMN REFERENCE LINE
(CENTER LINE OF COLUMN)
SPOT ELEVATION
SLAB DEPRESSION
BRICK WALL
CONCRETE ELEMENT
EARTH FILL
GROUT
CONCRETE MASONRY UNIT (CMU)
POROUS FILL
WELDED WIRE FABRIC (WWF)
DN
X
[+/- X’-X”]
X
[+/- X’-X”]
AISC SHAPE
DESIGNATIO
N
INDICATES # OF SHEAR STUDS
WELDED TO TOP FLANGE OF BEAM
PER GENERAL NOTES
W XxX
X
BPX
AISC SHAPE
DESIGNATION
BASE PLATE
SIZE
STEEL
COLUMN BRACED FRAME
MOMENT FRAME
WXxXX [XX]
STEEL FRAMING REFERENCE
5 5
OPEN
SHEET ID
D R
AW
N
B Y:
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B Y:
SU
BM
IT
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D B
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SI
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AM
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IS
SU
E D
AT
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C O
N
TR
AC
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N O
SO
LI
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AT
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N N
O
U .S
. A R
M Y
C O
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PS
O F
EN
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IN
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R S
C H
EC
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D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
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TK
IN
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IN
C
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C O
D E
S-002
D
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N
D
AT
A
SA
VA
N N
AH
D
IS
TR
IC
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Sa va nn ah
, G eo rg ia
FO
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BR
AG
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, N O
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TH
C
AR
O
LI
N A
SO
F, R
EP
LA
C
E M
AZ
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TO
W
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PN
J.
W
H
IT
TA
KE
R
ISSUED FOR CONSTRUCTION
M
AR
K D
ES
C
R
IP
TI
O
N D
A
B
109' - 1"
542 3
9' - 1" 16' - 3" 20' - 8" 19' - 10" 21' - 8" 21' - 7"
HSS10X10X3/8
BP2
P1 F7
HSS8X8X1/2
BP1
P1 F7
HSS8X8X1/2
BP4
P4
HSS12X12X1/2
BP5
P3 F12
HSS8X8X1/2
BP6
P5
HSS10X10X3/8
BP2
P1 F7
HSS8X8X1/2
BP1
P1 F7
HSS8X8X1/2
BP1
P1 F7
HSS12X12X1/2
BP5
P3 F12
HSS12X12X1/2
BP5
P3 F12
HSS8X8X1/2
BP1
P1 F8
A.7
HSS12X12X1/2
BP3
P2 (TOP 0'-0")
SB501
1.3
HSS8X8X1/2
BP1A
P2
HSS10X10X3/8
BP2A
P2 (TOP 0'-0")
HSS10X10X3/8
BP2
P2 (TOP 0'-0")
HSS8X8X1/2
BP4
P4 (TOP 0'-0")
SB102
1'
4"
F10x24.75
6'
0" 5'
6"
5' - 0"5' - 0"
6'
0"
F25.3x35.4
6'
0"
SB502
SB501
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJSJSJSJSJ
SJSJSJSJSJSJ
SE 1'
4"
SE
1' - 0"
SE 1'
4"
SE
1' - 0"
BF #1
BF #2
BF
BF
BF
SIM
W1
W1
SE 5'
4"
2' - 2 1/2"
PIPE 6 STD
PIPE 4 STD
PIPE 4 STD
SB501
SB501
1. FOR GENERAL STRUCTURAL NOTES, SEE S-001.
2. SEE SB501 AND FOLLOWING FOR FOUNDATION DETAILS.
3. SEE SB601 FOR BASE PLATE, PIER, AND FOOTING DETAILS.
4. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.
5. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0". ALL
ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL FOR EXACT
ELEVATION.
6. BOT OF FTG = (-) 4' - 6" UNO
TOP OF PIER = (+) 0' - 8" UNO
7. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS.
8. F-X INDICATES FOUNDATIONS THAT HAVE BEEN DESIGNED TO BEAR
ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING
PRESSURE OF 5000 PSF, PENDING COMPLETION AND VERIFICATION
OF SOIL IMPROVEMENT REQUIREMENTS OF SPECIFICATION 31 00 00,
EARTHWORK. SEE FOOTING SCHEDULE ON SB601 FOR SIZE AND
REINFORCEMENT.
9. SLAB-ON-GRADE SHALL CONSIST OF 8" THICK CONCRETE
REINFORCED WITH #4 BARS @ 16" OC EW LOCATED 2" FROM TOP
OF SLAB.
10. SLAB-ON-GRADE SHALL BE PLACED ON A 4" LAYER OF COMPACTED
GRANULAR FILL.
11. PROVIDE (1) #5 X 4'-0" LONG AT TOP AND BOTTOM IN SLAB-ON-
GRADE AT ALL RE-ENTRANT CORNERS AND WHERE A CONTROL
JOINT TERMINATES AT A CONTROL JOINT.
12. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC ONLY AND
DO NOT REPRESENT ALL JOINTS REQUIRED FOR SLAB
CONSTRUCTION. CONTRACTOR SHALL COORDINATE SLAB-ON-
GRADE REQUIREMENTS WITH SLAB-ON-GRADE CONSTRUCTION
SEQUENCING AND SLAB DETAILS ON SB501. JOINT SPACING SHALL
NOT EXCEED MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.
13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL, PLUMBING,
AND FIRE PROTECTION DRAWINGS PRIOR TO CONSTRUCTION OF
FOOTINGS AND SLABS-ON-GRADE.
14. PRE-FABRICATED METAL STAIRS, LANDINGS, AND CONNECTIONS TO
THE BUILDING STRUCTURE SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER EMPLOYED BY THE STAIR FABRICATOR.
COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL
DRAWINGS. SEE 6/SB501 FOR THICKENED SLAB DETAIL AT
COLUMN/STRINGER BASE.
CASED OPENING, SEE SF203
RE-ENTRANT CORNER REINFORCEMENT
CMU WALL, SEE SB601
CMU WALL, SEE SCHEDULE ON SB601W1
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
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D B
Y:
SI
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FI
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AM
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IS
SU
E D
AT
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C O
N
TR
AC
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N O
SO
LI
C
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AT
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N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
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SB101
FO
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AT
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N P
LA
N
SA
VA
N N
AH
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AG
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J.
W
H
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TA
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ISSUED FOR CONSTRUCTION
TRUE NORTH
FOUNDATION PLAN NOTES
LEGEND
SCALE: 3/16"=1'-0"
48 8FOUNDATION PLAN1
M
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B
A.7
9'
4" 6'
4"
9'
4"
14' - 4"
4"
W1
WF2.0
WF2.0
W1
SB502
01 F.F.
0' - 0"
PH F.F.
54' - 0"
04 F.F.
40' - 6"
03 F.F.
27' - 0"
02 F.F.
13' - 6"
1 2
CAP BRG
64' - 0"
CMU L2
CMU L1
16" DEEP BOND BEAM
AT TOP OF WALL,
W/ (2)#4 HORZ TOP
AND BOTTOM
3' - 4" 5' - 4" 11' - 10" 3' - 6" 2' - 8"
4'
8" 2'
8"
9'
4"
CMU L1
8" LIGHTWEIGHT
CONCRETE CAP
4' - 0"
PIPE 6 STD
16" DEEP, 8' LONG
MIN BOND BEAM FOR
PIPE ATTACHMENT,
REINF W/ (2)#4 HORIZ
TOP AND BOTTOM,
8'-0" OC MAX
VERTICALLY
W3
W3W3
W3W3
W3
W2
W2
W2
W2
W2
W2
W2
W2
B.O.F -4' - 6"
SF505
COORD W/ PREFAB FIRE PUMP HOUSING
EST 19' - 4"
2'
8"WF3.0
SB102
PROVIDE MIN 6" CLR OF PREFAB FIRE PUMP HOUSING
EST 18' - 0"
01 F.F.
0' - 0" T.O.F -2' - 0"
8" THICK NW CONCRETE WALL W/
#6 @ 12" OC EW, CENTERED IN WALL
VERTICAL DOWEL TO MATCH WALL
REINFORCING SIZE AND SPACING,
LAP SPLICE PER SCHEDULE ON SB601,
90 DEG STANDARD HOOK AT BASE
CONCRETE FOOTING -
SEE PLAN AND SCHEDULE
FOR SIZE AND REINFORCING
EXTERIOR CONCRETE
PAVEMENT, SEE CIVIL
1/2" PREMOLDED
JOINT FILLER
EXTERIOR EQUIPMENT PAD, SEE 8/SB501
1/2" PREMOLDED JOINT FILLER
T/WALL
10'-0" AFF
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
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D B
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SI
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FI
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N
AM
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IS
SU
E D
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C O
N
TR
AC
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N O
SO
LI
C
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N N
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U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
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M
IS
C P
LA
N
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AN
D E
LE
VA
TI
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SA
VA
N N
AH
D
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TR
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Sa va nn ah
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FO
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AG
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N A
SO
F, R
EP
LA
C
E M
AZ
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TO
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PN
J.
W
H
IT
TA
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R
ISSUED FOR CONSTRUCTION
TRUE NORTH
WEST COURTYARD PLAN1 CLIMBING WALL ELEVATION2
M
AR
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C
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IP
TI
O
N D
AT
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SOUTH SCREEN WALL PLAN3
SOUTH SCREEN WALL SECTION4
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SCALE: 3/16"=1'-0"
48 80
SCALE: 3/16"=1'-0"
48 8
PROVIDE SUPPORTS FOR REINFORCEMENT OF
PLASTIC COATED STEEL FABRICATED WITH
BEARING PLATES OR PRECAST CONCRETE
BLOCK (4000 PSI)
4" CAPILLARY
BARRIER
CONCRETE SLAB-ON-GRADE
SLAB ON GRADE
REINFORCEMENT, SEE PLAN
FF
T
COMPACTED
SUBGRADE
NOTES:
1. POSITION DOWELS PERPENDICULAR TO JOINT AND
PARALLEL TO TOP OF SLAB.
2. SUPPORT DOWELS INDEPENDENTLY OF
REINFORCEMENT.
NEW POUR PREVIOUS POUR
1/8" RADIUS TOOLED EDGE,
(TYP)
3/4"Ø x 16" LONG SMOOTH
DOWEL AT 12" OC CENTERED IN SLAB
AND COATED TO PREVENT BOND CONCRETE SLAB-ON-GRADE
APPLY CURING COMPOUND ALONG
ENTIRE FACE OF PREVIOUS POUR
TO PREVENT BOND
FF
T/
T/
T
4" CAPILLARY
BARRIER
COMPACTED
SUBGRADE
3/4" CHAMFER, TYP
#4 @ 12" OC EW
TOP & BOT WITH 90 DEG
HOOKS AT EACH ENDFACE OF EQUIPMENT
1'
0"
1' - 0"
1'
0" 6"
6" MIN.
1' - 0"
(2) #5 CONT.
CONCRETE SLAB-ON-GRADE
FF
4" CAPILLARY
BARRIER
COMPACTED
SUBGRADE
SAWCUT JOINT, DEPTH EQUAL TO 1/4
OF SLAB THICKNESS AND CUTS MADE
WITHIN 8 HOURS OF PLACEMENT
1/8"
C
LR4"
C
LR3"
(1)#5 x 4'-0" TOP AND BOTTOM, SHOWN
OFFSET FOR CLARITY
SLAB JOINT
SL
AB
J O
IN
T
2"
2'
- 0
2'
- 0
(3) #5 CONT
#4 HORIZONTAL
BARS @ 12" OC
L4X4X1/4 W/ (1) 1/2" DIA POST
INSTALLED SCREW ANCHOR
8" 2' - 0" 8"
THICKEN SLAB AS SHOWN
UNDER STAIR STRINGER.
THICKENED SLAB SHALL EXTEND AT
LEAST 12" BEYOND EACH SIDE OF
STAIR STRINGER WIDTH.
FF
NON-SHRINK
GROUT BED
PRE-ENGINEERED METAL
STAIR TO BE DESIGNED BY
STAIR SUPPLIER
" M
IN
1/2" PREMOLDED
JOINT FILLER
SLOPE 1/4"/FT.
EXTERIOR CONC. PAVEMENT,
SEE CIVIL
SLAB ON GRADE
REINFORCEMENT, SEE PLAN
EXTERIOR BALLISTIC WALL
ASSEMBLY
1' - 4"
8"
(2) #5 BOTT CONT, HOOKED AT CORNERS
& #4 @ 12" OC TRANS
1'
4"
4" CAPILLARY BARRIER
COMPACTED SUBGRADE
1/2" PREMOLDED JOINT FILLER
SLAB-ON-GRADE, SEE PLAN
CONCRETE FOOTING - SEE PLAN
AND SCHEDULE FOR SIZE AND
REINFORCEMENT
RE-ENTRANT CORNER BARS
SE
E
SC
H
ED
U
LE
"D
"W" (x L) - SEE SCHEDULE
CONT 8" CMU BOND BEAM AT TOP OF
WALL REINFORCED WITH (2)#4 CONT
IN GROUT FILLED CELLS
T/WALL
4'-0"
90 DEG STANDARD HOOK
PRECAST CONCRETE CAP, SEE ARCH FOR PROFILE,
SLOPE AWAY FROM BUILDING
DRILL AND EPOXY DOWELS INTO CONCRETE,
LOCATE (2) DOWELS AT 24" OC MAX
(3) #5 BOTT CONT, HOOKED AT CORNERS
& #4 @ 12" OC TRANS
4" CAPILLARY BARRIER
COMPACTED SUBGRADE2' - 0"
1'
4"
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
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IS
SU
E D
AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
FO
R
O
FF
IC
IA
L U
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AT
C O
D E
SB501
FO
U
N D
AT
IO
N D
ET
AI
LS
SA
VA
N N
AH
D
IS
TR
IC
T
Sa va nn ah
, G eo rg ia
FO
R
T
BR
AG
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, N O
R
TH
C
AR
O
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N A
SO
F, R
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E M
AZ
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TO
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PN
J.
W
H
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TA
KE
R
ISSUED FOR CONSTRUCTION
TYPICAL SLAB-ON-GRADE (SOG) DETAIL2
TYPICAL SOG DOWELED CONSTR JOINT DETAIL (DCJ)4
PREFABRICATED FIRE PUMP HOUSING PAD DETAIL8
TYPICAL SOG SAWED JOINT DETAIL (SJ)3
SLAB JOINT AND RE-ENTRAINT CORNER DETAIL5
THICKENED SLAB AT METAL STAIRS7
TYPICAL THICKENED SLAB EDGE1
M
AR
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C
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TI
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AT
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TYP INTERIOR COLUMN DETAIL9
SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2
NORTHEAST COURTYARD MASONRY WALL6
MASONRY CONTROL JOINT
BOND BREAKER
24" BEARING
ADDITIONAL VERTICAL WALL
REINFORCING IN CELLS
ADJACENT TO WALL
OPENINGS
SP
LI
C E
M
IN
IM
U
M
BA
R D
IA
M
ET
ER
L
AP
GROUT SOLID 1ST CELL AT
EACH SIDE OF WALL
OPENING
GROUT SOLID 1ST CELL AT
EACH SIDE OF WALL
OPENING
SOLID GROUTED AND REINFORCED
LINTEL - SEE LINTEL SCHEDULE FOR
SIZE AND REINFORCING
SOLID GROUTED AND
REINFORCED LINTEL - SEE LINTEL
SCHEDULE FOR SIZE AND
REINFORCING
NOT AT CONTROL JOINT
AT CONTROL JOINT
BOTTOM OF LINTEL
SEE ARCH
SE
E
SC
H
ED
U
LE
VERTICAL WALL REINF
PER PLANS
CMU MASONRY LINTEL SCHEDULE
WALL
SIZE
LINTEL
DEPTH
OPENING
WIDTH
REINF
REQ'D COMMENTS
8" 8" 4'-0" (2)#4
8" 16" 6'-0" (2)#5
8" 24" 10'-0" (2)#6 #3 TIES @ 16" O.C.
REINF REQ'D PER LINTEL
SCHEDULE
SHEAR TIES (IF REQ'D PER
LINTEL SCHEDULE)
NOTES:
1. LINTEL SCHEDULE APPLIES TO ALL OPENINGS IN ALL MASONRY WALLS.
2. PROVIDE (1)#5 VERTICAL FULL HEIGHT IN THE CELL DIRECTLY ADJACENT TO
OPENINGS LESS THAN OR EQUAL TO 6'-8" ON BOTH SIDES OF OPENING.
3. PROVIDE (2)#5 VERTICAL FULL HEIGHT IN THE CELL DIRECTLY ADJACENT TO
OPENINGS GREATER THAN 6'-8" ON BOTH SIDES OF OPENING.
8" BEARING
LINTEL
MARK
L1
L2
L3
WALL CONTROL JOINT
(1) FULL HEIGHT VERTICAL BAR IN GROUT FILLED
CELLS ON EACH SIDE OF JOINT TO MATCH WALL
REINFORCING
CONTROL JOINT WITH FULL HEIGHT BACKER ROD
AND SEALANT - REFER TO ARCHITECTURAL DWGS
FOR DETAILS
NOTES:
1. HORIZONTAL CONTROL JOINT SPACING SHALL NOT EXCEED 2X WALL HEIGHT OR 20'-0" MAX.
2. CONTROL JOINTS SHALL EXTEND FULL HEIGHT OF CMU WALL.
3. BOND BEAM REINFORCING AT OR NEAREST ROOF OR FLOOR ABOVE SLABS ON GRADE SHALL BE CONTINUOUS THROUGH
CONTROL JOINTS.
4. JOINT REINFORCEMENT SHALL BE DISCONTINUOUS AT CONTROL JOINTS UNLESS NOTED OTHERWISE ON PLANS AND
DETAILS.
5. BACKER ROD MAY BE OMITTED IF FULL WIDTH PREMOLDED CONTROL JOINT KEY IS EMPLOYED. COORDINATE JOINT
DETAILS WITH ARCHITECTURAL REQUIREMENTS.
EQ
EQ
CMU WALL
PREMOLDED CONTROL
JOINT KEY
3/8" JOINT
DISCONTINUOUS BOND BEAM
REINFORCEMENT, (TYP)
WALL CORNER
OPENING - WALL TERMINATION
VERTICAL WALL
REINFORCING
WALL INTERSECTION
VERTICAL WALL
REINFORCING
NOTES:
1. INTERMEDIATE HORIZONTAL BOND BEAM REINFORCING SHALL TERMINATE AT CMU CONTROL JOINTS. REINFORCING FOR
BOND BEAMS AT TOP OF WALLS SHALL BE CONTINUOUS.
2. HORIZONTAL BARS SHALL BE ANCHORED AROUND VERTICAL BARS WITH A STANDARD HOOK.
VERTICAL WALL
REINFORCING
EQ EQ
EQEQ EQEQ
EQ EQ
SEE PLAN
WALL
OPENING
EQ EQ
HORIZONTAL BOND BEAM
REINFORCING WITH 90 DEGREE
SPLICE BAR
HORIZONTAL BOND BEAM
REINFORCING WITH 90 DEGREE
SPLICE BAR
HORIZONTAL BOND BEAM
REINFORCING WITH 180 DEGREE HOOKS
AT WALL ENDS
BOND BEAM AT TOP OF WALL - SEE PLAN AND
DETAILS FOR REINFORCING
PLACE METAL LATH OR WIRE SCREEN OVER
CORES NOT TO BE FILLED (SHEET METAL AND FELT
PROHIBITED)
VERTICAL REINFORCING WITH MATCHING DOWELS INTO
FOUNDATION. SEE PLAN FOR SIZE AND LOCATION.
PROVIDE BAR POSITIONERS PER PROJECT
SPECIFICATIONS SECTION 04 20 00.
HORIZONTAL JOINT REINFORCING @ 16" OC STARTING AT
FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 8".
USE PREFABRICATED L'S AND T'S AT WALL
INTERSECTIONS.
GROUT FILLED CELL AT REINFORCING LOCATIONS -
PLACE AND CONSOLIDATE GROUT IN 5 FOOT LIFTS
(MAX)
MORTAR CROSS WEBS ADJACENT TO FILLED CELLS
ASTM C90 CMU UNITS
FOUNDATION OR THICKENED SLAB
SET FIRST COURSE IN FULL
MORTAR BEDDING
PROVIDE CLEAN OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS, SEE SPEC 04 20 00
FOR REQUIREMENTS OF FULLY GROUTED
WALLS
CONT. 8" CMU BOND BEAM AT TOP OF WALL
REINFORCED WITH (2) #4 CONT IN GROUT FILLED CELLS
T/ CMU WALL
VERTICAL DOWEL TO MATCH WALL REINFORCING
SIZE AND SPACING,
LAP SPLICE PER SCHEDULE ON SB601
CONCRETE FOOTING - SEE PLAN AND
SCHEDULE FOR SIZE AND
REINFORCING
T/FTG
(-)2'-0"
1/2" PREMOLDED JOINT FILLER
EXTERIOR CONCRETE PAVEMENT,
SEE CIVIL
2'-8"
SLOPE 1/4"/FT.
EXTERIOR CONCRETE PAVEMENT,
SEE CIVIL
SLOPE 1/4"/FT.
FENCE POST W/ 4X4X1/4" BASE PLATE
W/ (4) 1/2" DIA SCREW ANCHORS
PRECAST CONCRETE CAP, NOTCHED TO RECEIVE
FENCE POST AND BASE PLATE, SEE ARCH
FOR PROFILE, DRILL AND EPOXY DOWELS INTO
CONCRETE, LOCATE (2) DOWELS AT 24" OC MAX
CONT 8" CMU BOND BEAM AT TOP OF
WALL REINFORCED WITH (2)#4 CONT
IN GROUT FILLED CELLS
T/WALL
4'-0"
1/2" PREMOLDED
JOINT FILLER
SLOPE 1/4"/FT.
EXTERIOR CONCRETE
PAVEMENT, SEE CIVIL
1' - 4"
1'
4"
90 DEG STANDARD HOOK
PRECAST CONCRETE CAP, SEE ARCH FOR PROFILE,
SLOPE AWAY FROM BUILDING
DRILL AND EPOXY DOWELS INTO CONCRETE,
LOCATE (2) DOWELS AT 24" OC MAX
(2) #5 BOTT CONT, HOOKED AT CORNERS
& #4 @ 12" OC TRANS
4" CAPILLARY BARRIER
COMPACTED SUBGRADE
NOTES:
1. WHERE THREE BARS OCCUR, CENTER BAR SHALL BE HAVE 90 DEGREE STANDARD HOOK.
TYPICAL FOOTING OR WALL
REINFORCING, (TYP)
PLAN AT
CORNER
PLAN AT
INTERSECTION
BARS, (TYP)
0" BETWEEN
3' - 0"
3'
0"
'L' BAR TO MATCH
HORIZONTAL
REINFORCING
BA
R
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YP
0" B
ET
W
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TYPICAL FOOTING OR WALL
REINFORCING, (TYP)
1'
6"
HOOKED SPLICE BAR TO MATCH
HORIZONTAL FOOTING OR WALL
REINFORCING
BARS, (TYP)
0" BETWEEN
1' - 6" 1' - 6"1' - 6"
TYPICAL FOOTING OR WALL REINFORCING
CONTINUOUS THROUGH COLUMN FOOTING
OR COLUMN
PLAN AT
COLUMN FOOTING
PLAN AT CORNER
COLUMN FOOTING
COLUMN FOOTING, SEE PLAN FOR SIZE
AND REINFORCEMENT
SHEET ID
D R
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FOR OFFICIAL USE ONLY (FOUO)
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ISSUED FOR CONSTRUCTION
TYPICAL CMU BOND BEAM LINTEL SCHEDULE7
TYPICAL CMU WALL CONTROL JOINT DETAIL3TYPICAL CMU WALL REINFORCING DETAIL2TYPICAL MASONRY CONSTRUCTION DETAIL1
WEST COURTYARD MASONRY WALL4 SOUTHEAST COURTYARD MASONRY WALL5
TYPICAL CONT. FTG REINFORCING DETAIL W/ PAD6
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SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2 0
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 2
CONCRETE PIER SCHEDULE
MARK
P1
PIER DIMENSIONS
DEPTH VERITCAL BARS
24" 24" (12)#8 CONTINUOUS BARS
PIER REINFORCING
STIRRUPS / CROSS TIES
#4 @ 9" OC
P5 39" 38" (24)#8 CONTINUOUS BARS #4 @ 9" OC
WIDTH
P2 32" 32" (16)#8 CONTINUOUS BARS #4 @ 9" OC
COLUMN FOOTING SCHEDULE
MARK
DIMENSIONS
WIDTH LENGTH DEPTH
F7 7' - 0" (8) #6 EW
REINFORCING
BOTTOM TOP
7' - 0" 1' - 6"
F8 8' - 0" 8' - 0" 1' - 6"
F12 12' - 0" 12' - 0" 2' - 0"
F25.3X35.4 25' - 3" 35' - 4" 2' - 6"
(9) #6 EW
(9) #8 EW
#6 OC EW
(9) #8 EW
COUNT
P4 39" 32" (20)#8 CONTINUOUS BARS #4 @ 9" OC
F10X24.75 10' - 0" 24' - 9" 2' - 6" (8) #8 LONG, (25) #8 SHORT 1
P3 32" 38" (20)#8 CONTINUOUS BARS #4 @ 9" OC ADD. STIRRUPS/CROSS TIES T/PIER
(8) #4 LONG, (25) #8 SHORT
#6 OC EW
N/A
(6)#4 LEGS
(8)#4 LEGS
(8)#4 LEGS EW
N/A
SHEAR
ANCHOR REINF
ADD. STIRRUPS/CROSS TIES T/PIER
ADD. STIRRUPS/CROSS TIES T/PIER
N/A
N/A
COMMENTS
(4)#6 U-BARS
(3)#8 U-BARS
(4)#6 U-BARS
(8)#6 U-BARS
N/A
TENSION
NOTES:
1. LENGTHS SHOWN IN THIS SCHEDULE SHALL BE USED UNLESS…
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