W912QR21R0015Plans_Vol2-0000.pdf
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- Ft. Campbell Vehicle Maintenance Shop
- Solicitation number
- W912QR21R0015
About this file
This document provides details on a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Louisville is soliciting proposals to construct a new Vehicle Maintenance Shop at Fort Campbell, Kentucky with an estimated construction cost between $25-100 million. The NAICS code for this opportunity is 236220 with a size standard of $39.5 million. This is a full and open procurement that requires a 10% price evaluation for HUBZone businesses. The response deadline will be provided on the formal solicitation release scheduled for April 16, 2021, at which time additional pre-proposal and question submission details will be available. Interested offerors must comply with System for Award Management registration requirements.
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STEIN.JEFFREY.1232249877 Digitally signed by STEIN.JEFFREY.1232249877 Date: 2020.12.15 11:54:53 -05'00'
FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2020.12.15 12:20:54 -05'00'
HENDREN.TRACY.LEE.1229932868
2020.12.15 12:55:31 -05'00'
W
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
16 March 2021
W912QR21R0015
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TITLETITLE
G-001 COVER SHEET
GI001 INDEX OF DRAWINGS
GI002 GENERAL NOTES, ABBREVIATIONS
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
SB101 COMPOSITE PLANS
SB102 FOUNDATION PLAN - AREA A
SB103 FOUNDATION PLAN - AREA B
SB104 SLAB PLAN - AREA A
SB105 SLAB PLAN - AREA B
SB501 FOUNDATION DETAILS
SB502 FOUNDATION DETAILS
SB503 FOUNDATION DETAILS
SB504 FOUNDATION DETAILS
SB505 MASONRY DETAILS
SB506 MASONRY DETAILS
SB601 FOUNDATION SCHEDULES
SF100 MASONRY FRAMING
SF101 SECOND FLOOR FRAMING PLAN
SF102 COMPOSITE ROOF FRAMING PLAN
SF103 HIGH ROOF FRAMING PLAN - AREA A
SF104 LOW ROOF FRAMING PLAN - AREA B
SF201 MASONRY DETAILS
SF301 FRAMING ELEVATIONS
SF302 FRAMING ELEVATIONS
SF303 FRAMING ELEVATIONS
SF304 FRAMING ELEVATIONS
SF401 ENLARGED MAINTENACE PIT PLAN AND DETAILS
SF402 ENLARGED MAINTENANCE PIT PLAN AND DETAILS
SF403 CONCRETE VAULT SECTION AND DETAILS
SF404 FRAMING SECTIONS AND DETAILS
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF504 FRAMING DETAILS
SF505 LADDER AND CATWALK DETAILS
A-001 GENERAL NOTES AND SYMBOLS
A-100 COMPOSITE FLOOR PLANS
A-101 FIRST FLOOR PLAN - AREA A
A-102 FIRST FLOOR PLAN - AREA B
A-103 SECOND FLOOR PLAN
A-104 CLERESTORY PLAN
A-105 COMPOSITE ROOF PLAN
A-106 ROOF PLAN - AREA A
A-107 ROOF PLAN - AREA B
A-110 COMPOSITE REFLECTED CEILING PLANS
A-111 REFLECTED CEILING PLANS - FIRST FLOOR
A-112 REFLECTED CEILING PLANS - FIRST FLOOR
A-113 REFLECTED CEILING PLANS - SECOND FLOOR
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-203 EXTERIOR ELEVATIONS
A-204 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS AND DETAILS
A-314 WALL SECTIONS AND DETAILS
A-401 ENLARGED STAIR AND ELEVATOR PLANS
A-402 ENLARGED STAIR SECTIONS
A-403 ENLARGED STAIR SECTIONS
A-404 ENLARGED ELEVATOR SECTIONS
A-405 STAIR DETAILS
A-406 ENLARGED RESTROOM PLANS AND ELEVATIONS
A-407 ENLARGED RESTROOM PLANS AND ELEVATIONS
A-408 ENLARGED TRAINING ROOM AND CASEWORK ELEVATIONS AND SECTIONS
A-409 ENLARGED MAINTENANCE PIT DETAILS
A-501 ROOF DETAILS
A-502 ROOF DETAILS
A-503 ROOF DETAILS
A-504 ROOF DETAILS
A-505 PARTITION TYPES
A-506 PARTITIONS TYPES AND DETAILS
A-507 EXTERIOR DETAILS
A-508 EXTERIOR DETAILS
A-509 INTERIOR DETAILS
A-510 INTERIOR DETAILS
A-601 ROOM FINISH SCHEDULE
A-602 DOOR SCHEDULE AND DETAILS
A-603 DOOR DETAILS
A-604 DOOR DETAILS
A-605 WINDOW TYPES AND DETAILS
A-606 WINDOW DETAILS
A-607 LOUVER SCHEDULE AND DETAILS
A-701 LIFE SAFETY DATA
A-702 LIFE SAFETY PLANS
A-801 AIR BARRIER TESTING BOUNDARIES
A-802 AIR BARRIER SECTIONS AND DETAILS
I-100 FIRST FLOOR FURNITURE PLAN PART A
I-101 FIRST FLOOR FURNITURE PLAN PART B
I-102 SECOND FLOOR FURNITURE PLAN
I-500 SIGNAGE TYPICALS
I-501 FINISH LEGENDS & DETAILS
I-502 FINISH DETAILS
I-600 ROOM FINISH SCHEDULE
I-601 SIGNAGE SCHEDULE & DETAILS
FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX
FA101 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR, AREA A
FA102 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR, AREA B
FA103 FIRE ALARM AND MNS FLOOR PLAN - 2ND FLOOR
FA501 FIRE ALARM AND MNS DETAILS
FA601 FIRE ALARM, MNS DIAGRAM AND NOTES
FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES
FX101 FIRE PROTECTION FLOOR PLAN - FIRST FLOOR, AREA A
FX102 FIRE PROTECTION PLAN - FIRST FLOOR, AREA B
FX103 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR
FX501 FIRE PROTECTION DETAILS I
FX502 FIRE PROTECTION DETAILS II
FX503 FIRE PROTECTION DETAILS III
FX901 FIRE PUMP ISOMETRIC
PL001 PLUMBING LEGEND AND GENERAL NOTES
PL101 DOMESTIC WATER FIRST FLOOR PLAN AREA A
PL102 DOMESTIC WATER FIRST FLOOR PLAN AREA B
PL103 DOMESTIC WATER SECOND FLOOR PLAN
PL104 SANITARY FIRST FLOOR PLAN AREA A
PL105 SANITARY FIRST FLOOR PLAN AREA B
PL106 SANITARY SECOND FLOOR PLAN
PL107 COMPRESSED AIR FIRST FLOOR PLAN AREA A
PL108 COMPRESSED AIR FIRST FLOOR PLAN AREA B
PL109 POL FIRST FLOOR PLAN AREA A
PL110 POL FIRST FLOOR PLAN AREA B
PL401 PLUMBING ENLARGED PLANS
PL402 PLUMBING ENLARGED PLANS
PL501 PLUMBING DETAILS I
PL502 PLUMBING DETAILS II
PL503 PLUMBING DETAILS III
PL504 PLUMBING DETAILS IV
PL505 PLUMBING DETAILS V
PL506 PLUMBING DETAILS VI
PL507 PLUMBING DETAILS VII
PL601 PLUMBING SCHEDULES
PL703 POL SUPPLY RISER DIAGRAM
PL704 COMPRESSED AIR RISER DIAGRAM
PL701 DOMESTIC WATER RISER DIAGRAMS
PL702 SANITARY RISER DIAGRAMS
M-001 HVAC LEGEND
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-507 MECHANICAL DETAILS
M-508 HVAC DETAILS
M-509 HVAC DETAILS
MH101 HVAC FIRST & SECOND FLOOR PLANS - OVERALL
MH102 HVAC FIRST FLOOR PLAN (AREA A)
MH103 HVAC FIRST FLOOR PLAN (AREA B)
MH104 HVAC SECOND FLOOR PLAN
MH105 1ST & 2ND HVAC - THERMOSTAT & SENSOR LOCATION PLANS
MH301 HVAC SECTIONS
MH401 HVAC ENLARGED PLANS
MH601 HVAC SCHEDULES (TEMF)
MH602 HVAC SCHEDULES (TEMF)
MH603 HVAC SCHEDULES (TEMF)
MI001 CONTROLS LEGEND
MI002 HVAC CONTROLS GENERAL NOTES
MI003 HVAC SCHEDULING INSTRUCTIONS
MI801 AHU-1&2 CONTROLS SCHEMATIC
MI802 AHU-1&2 SEQUENCE
MI803 DOAS-1 CONTROLS SCHEMATIC
MI804 DOAS-1 SEQUENCE OF OPERATION
MI805 HVU CONTROL SCHEMATIC
MI806 HVU SEQUENCE OF CONTROL
MI807 B-1&2 BOILER CONTROLS SCHEMATIC AND SEQUENCE
MI808 MISC CONTROL SCHEMATICS
MI809 MISC CONTROL SEQUENCES
MI810 AHU-1 & 2 POINTS SCHEDULE
MI811 DOAS-1 POINTS SCHEDULE
MI812 HVU POINTS SCHEDULE
MI813 B-1&2 POINTS SCHEDULE
MI814 MISC POINTS SCHEDULES
MI815 MISC POINTS SCHEDULE
MI816 MISC POINTS SCHEDULES
MI817 DWH-1 CONTROL SCHEMATIC, POINTS & SEQUENCE
MI818 CONTROL SENSOR, VALVE, AND DAMPER SCHEDULES
MP101 HVAC HYDRONIC OVERHEAD PIPING PLAN - OVERALL
MP102 HVAC HYDRONIC OVERHEAD PIPING PLAN - 1ST FLOOR (AREA A)
MP103 HVAC HYDRONIC OVERHEAD PIPING PLAN - 1ST FLOOR (AREA B)
MP104 HVAC HYDRONIC OVERHEAD PIPING PLAN - 2ND FLOOR
MP105 HVAC HYDRONIC IN-FLOOR PIPING PLAN - OVERALL
MP106 HVAC HYDRONIC IN-FLOOR PIPING PLAN (AREA A)
MP107 HVAC HYDRONIC IN-FLOOR PIPING PLAN (AREA B)
E-001 LEGEND AND NOTES
E-101 ELECTRICAL HAZARD CLASSIFICATION PLAN
EL101 REPAIR BAY LIGHTING PLAN
EL102 LIGHTING FLOOR PLAN - 1ST FLOOR AREA B
EL103 LIGHTING FLOOR PLAN - 2ND FLOOR
EL401 ENLARGED LIGHTING PLANS
EL501 LIGHT FIXTURE SCHEDULE AND DETAILS
EL502 LIGHT FIXTURE DETAILS
EL601 LIGHTING CONTROL SCHEDULES AND DIAGRAMS
EL602 LIGHTING CONTROL DIAGRAMS & STRATEGIES
EL603 LIGHTING CONTROL PANEL DIAGRAMS
EP101 POWER FLOOR PLAN - 1ST FLOOR, AREA A
EP102 POWER FLOOR PLAN - 1ST FLOOR, AREA B
EP103 POWER FLOOR PLAN - 2ND FLOOR
EP104 POWER EQUIPMENT PLAN - 1ST FLOOR, AREA A
EP105 POWER EQUIPMENT PLAN - 1ST FLOOR, AREA B
EP106 POWER EQUIPMENT PLAN - 2ND FLOOR
EP401 ENLARGED POWER PLANS
EP501 POWER DETAILS
EP502 POWER DETAILS
EP601 POWER RISER DIAGRAM & ONE-LINE DIAGRAM
EP602 PANEL SCHEDULES
EP701 PANEL SCHEDULES
EP702 PANEL SCHEDULES
EP703 PANEL SCHEDULES
EP704 PANEL SCHEDULES
EP705 PANEL SCHEDULES
EP706 PANEL SCHEDULES
EG101 LIGHTNING PROTECTION PLAN AREA A
EG102 LIGHTNING PROTECTION PLAN AREA B
EG501 GROUNDING DETAILS
EG502 GROUNDING DETAILS
T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES
TN101 COMMUNICATIONS FLOOR PLAN - 1ST FLOOR, AREA A
TN102 COMMUNICATIONS FLOOR PLAN - 1ST FLOOR, AREA B
TN103 COMMUNICATIONS FLOOR PLAN - 2ND FLOOR
TN401 ENLARGED TELECOMMUNICATIONS ROOMS
TN501 COMMUNICATIONS DETAILS
TN601 COMMUNICATIONS DIAGRAMS
TN601X COMMUNICATIONS DIAGRAMS
TN602 COMMUNICATIONS DIAGRAM
S-101X ORGANIZATIONAL STORAGE BUILDING - PLAN AND DETAILS
A-101X ORGANIZATIONAL STORAGE BUILDING - OVERALL PLANS AND ELEVATIONS
A-102X ORGANIZATIONAL STORAGE BUILDING - PLAN, ELEVATIONS, AND SECTIONS
A-201X ORGANIZATIONAL STORAGE BUILDING - DOOR SCHEDULE & DETAILS, AND LOUVER SCHEDULE
FA001X FIRE ALARM LEGEND AND OPERATIONS MATRIX
FA101X ORGANIZATIONAL STORAGE BUILDING - FIRE ALARM AND MNS FLOOR PLAN
FA601X ORGANIZATIONAL STORAGE BUILDING - FIRE ALARM AND MNS DIAGRAM
FX101X ORGANIZATIONAL STORAGE BUILDING - FIRE PROTECTION FLOOR PLAN
FX501X ORGANIZATIONAL STORAGE BUILDING - FIRE SPRINKLER RISER DETAIL
PL101X PLUMBING FLOOR PLAN - NATURAL GAS
MH101X ORGANIZATIONAL STORAGE BUILDING - HVAC FLOOR PLAN
MH301X ORGANIZATIONAL STORAGE BUILDING - HVAC SECTIONS
MH601X ORGANIZATIONAL STORAGE BUILDING - HVAC SCHEDULES (OSB)
E-001X LEGEND AND NOTES
EL101X LIGHTING PLAN
EL501X LIGHT FIXTURE SCHEDULE AND DETAILS
EP101X POWER PLAN
EP601X PANEL SCHEDULES
EG101X LIGHTNING PROTECTION PLAN
EG501X MISC GROUNDING DETAILS
T-001X ORGANIZATIONAL STORAGE BUILDING - COMMUNICATIONS LEGEND & GENERAL NOTES
TN101X ORGANIZATIONAL STORAGE BUILDING - COMMUNICATIONS PLAN
TN501X COMMUNICATIONS DETAILS
S-101Y POL/HW STORAGE BUILDING - PLAN
A-101Y POL / HW STORAGE BUILDINGS - PLAN
W
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
SHEET LOGICMATERIALS
EARTH
DRAWING ABBREVIATIONS GENERAL NOTES
C (cont) ---------------------
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
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
DN DOWN
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
DWGS DRAWING/DRAWINGS
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
EQUIP EQUIPMENT
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
FEB FIRE EXTINGUISHER BRACKET
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
FRT FIRE RETARDANT TREATED
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET / FOOT
FTG FOOTING
FV FIELD VERIFY
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GA GAUGE
GALV GALVANIZED
GB GRAB BAR / GYPSUM BOARD
GEJ GUTTER EXPANSION JOINT
GFCI GOVERNMENT FURNISHED /
CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED /
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-REINFORCED
GYPSUM
GL GLASS / GLAZING
GR GRADE
GR FL GROUND FLOOR
GUT GUTTER
GWB GYPSUM WALL BOARD
GYP BD GYPSUM BOARD
H -------------
H HIGH
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
ID INSIDE DIAMETER
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
MBM METAL BUILDING
MANUFACTURER
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
OH OVERHEAD
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
OSF OUTSIDE FACE
P --------------------
PA PUBLIC ADDRESS
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PEMB PRE-ENGINEERED METAL
BUILDING
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/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 --------------------
R RISER
RAD RADIUS
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 --------------------
SAB SOUND ATTENUATION BLANKET
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SECT SECTION
SF SQUARE FOOT (FEET)
SGL SINGLE
SHT MTL SHEET METAL FLASHING
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SOG SLAB ON GRADE
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 CLASS
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
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TB TACKBOARD
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICK / THICKNESS
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 WIDTH
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
W/O WITHOUT
WWF WELDED WIRE FABRIC
X --------------------
XFMR TRANSFORMER
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 ANODIZED
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECTURAL
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
BM BEAM
BN BULLNOSE
BO BOTTOM OF
BOS BOTTOM OF STEEL
BOT BOTTOM
BRG BEARING
BRKT BRACKET
BSMT BASEMENT
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
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
COMM COMMUNICATION
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
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
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
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GENERAL NOTES:
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. STRUCTURE SHALL BE DESIGNED TO BE SELF SUPPORTING.
2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO OWNER'S
REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. CONTRACT
DOCUMENTS DO NOT INDICATE MEANS AND METHODS.
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.
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.
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.
6. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY
CIRCUMSTANCE.
7. NON-STRUCTURAL ELEMENTS OF THE BUILDING (ARCHITECTURAL FINISHES, MASONRY, VENEER AND ASSOCIATED TIES, INSULATION, SHEATHING, DUCTWORK, PIPING, ETC.) ARE TYPICALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS, THEY ARE SHOWN FOR REFERENCE AND DESIGN INTENT ONLY. NON-
STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED AS SHOWN ON THE OTHER DISCIPLINE DRAWINGS.
DESIGN CODE NOTES:
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS:
A. IBC 2015, INTERNATIONAL BUILDING CODE
B. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES
C. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
D. ACI 360R-10, DESIGN OF SLABS ON GRADE
E. ACI 530-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
F. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
G. AISI S100-07/S2-10, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 2, DATED 2010.
H. SDI, STEEL DECK INSTITUTE: DESIGN MANUAL FOR COMPOSITE DECK, FORM DECK, & ROOF
DECK
I. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
J. UFC 3-301-01, STRUCTURAL ENGINEERING
K. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS
L. UFC 3-320-06A, CONCRETE FLOOR SLABS SUBJECTED TO HEAVY LOADS
M. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
N. UFC 4-214-02, TACTICAL EQUIPMENT MAINTENANCE FACILITIES (TEMF)
STANDARD DESIGN
O. METAL BUILDING SYSTEM MANUAL (MBMA) 2012,
DESIGN LOAD CRITERIA:
2. FIRST FLOOR LIVE LOADS:
OFFICES 50 PSF
FIRST FLOOR SLAB ON GRADE UNO 100 PSF
FIRST FLOOR SLAB ON GRADE UNO (OSB/POL) 125 PSF
MECHANICAL/ELECTRICAL ROOMS 125 PSF
STORAGE ROOMS 125 PSF
HAZMAT/OIL STORAGE FLOOR 250 PSF
REPAIR BAY/MAINTENANCE AREA 1000 PSF
VAULT ROOMS 150 PSF
3. SECOND FLOOR LIVE LOADS:
PARTITION WALLS 20 PSF
OFFICES 50 PSF
CORRIDORS 80 PSF
TRAINING ROOMS 100 PSF
BREAK/TRAINING CONFERENCE ROOMS 100 PSF
STAIRS 100 PSF
CATWALKS FOR MAINTENANCE ACCESS 40 PSF
LATRINE 75 PSF
COLLATERAL LOADS 20 PSF
4. ROOF LIVE LOAD: 20 PSF
5. SNOW LOADS:
RISK CATEGORY II
SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 15 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.0 ROOF SLOPE FACTOR, Cs 1.0
FROST PENETRATION DEPTH 22 IN
BALANCED SNOW LOADING:
MINIMUM LOW SLOPE ROOF SNOW LOAD, Pm 15 PSF
UNBALANCED SNOW LOADING: SEE S-002
SNOW DRIFT LOADING: SEE S-002
6. WIND LOADS:
RISK CATEGORY II
WIND IMPORTANCE FACTOR, Iw 1.0
BASIC WIND SPEED, V 115 MPH (ULTIMATE)
WIND EXPOSURE CATEGORY C
GUST EFFECT FACTOR, G 0.85
INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18
7. SEISMIC LOADS:
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.50
MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.20
SITE CLASS D
DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.47 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.27
SEISMIC DESIGN CATEGORY D
SEISMIC ANALYSIS PROCEDURE BY MBM
SEISMIC-FORCE RESISTING SYSTEM (TEMF) BY MBM
RESPONSE MODIFICATION FACTOR, R (TEMF) BY MBM
SEISMIC RESPONSE COEFFICIENT, Cs (TEMF) BY MBM
SEISMIC-FORCE RESISTING SYSTEM (OSB) BY MBM
RESPONSE MODIFICATION FACTOR, R (OSB) BY MBM
SEISMIC RESPONSE COEFFICIENT, Cs (OSB) BY MBM
8. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:
NEW BUILDING LOCATION GREATER THAN 20 FT FROM INSTALLATION
PERIMENTER
BUILDING CATEGORY INHABITED BUILDING
DESIGN LEVEL OF PROTECTION (LOP) VERY LOW (VLOP)
CONVENTIONAL CONSTR STANDOFF DISTANCE 56 FT
APPLICABLE EXPLOSIVE WEIGHT CLASS II
PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (<3 STORIES)
FOUNDATION AND SLAB NOTES:
1. FOUNDATIONS FOR THIS PROJECT ARE DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT EVALUATION PROVIDED BY THE LOUISVILLE DISTRICT, DATED JULY 2020.
PRIOR TO CONSTRUCTION, A FINALIZED REPORT STATING THE FINAL FOUNDATION AND SOIL
RECOMMENDATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW.
SEE NOTE MB-7 ON THIS SHEET FOR PEMB FOUNDATION REQUIREMENTS.
2. BASED ON THE FOUNDATION REPORT, THE FOUNDATIONS SHALL BE DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING A MAXIMUM NET ALLOWABLE BEARING PRESSURE OF 3,000 POUNDS PER SQUARE (PSF) FOOT FOR COLUMN FOOTINGS AND 1,500 PSF IN FILL AREAS TO CONTROL SETTLEMENT.
CONTINUOUS WALL FOOTINGS SHALL BE SIZED FOR A MAXIMUM NET ALLOWABLE BEARING PRESSURE OF 2,500 PSF. WHERE A TOP OF FOOTING ELEVATION IS NOT SHOWN ON PLANS, ALL FOUNDATION WORK SHALL BE CONSTRUCTED TO BEAR AT OR BELOW THE FROST DEPTH OF 22" AS INDICATED IN
UFC 3-301-01.
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 PLANS AND SPECIFICATIONS HAVE BEEN FOLLOWED AND ACCOMPLISHED.
4. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND 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 SUBGRADE SOILS REMAINING DRY AND
FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF SURFACE WATER,
GROUNDWATER, AND ANY PERCHED WATER CONDITIONS THAT MIGHT BE ENCOUNTERED DURING
EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO SPECIFICATION 31 00 00, EARTHWORK, FOR ADDITIONAL REQUIREMENTS.
5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.
6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESS
INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS
SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.
7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT
UNDERGROUND UTILITIES.
8. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. IN LIEU OF STEPPED FOOTINGS, PIPE SLEEVES THROUGH FOOTINGS MAY BE PROVIDED AS NECESSARY ACCORDING TO ACI 318-14.
9. PLACE 10 MIL VAPOR RETARDER AND 6" CAPILLARY WATER BARRIER UNDER ALL SLABS-ON-GRADE.
10. ALL 8" SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE DOWELED CONSTRUCTION JOINTS.
SEE DOWELED CONSTRUCTION JOINT DETAILS.
11. WHERE SLABS OF VARYING THICKNESS ABUT AND SLAB SAW JOINTS ARE WITHIN 24" OF DETAIL
CENTERLINE, LOCATE SLAB SAW JOINT IN SLAB OF LESSER THICKNESS.
12. DURING CONSTRUCTION, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE, CONCRETE CONSTRUCTION NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) AND THE SPECIFICATIONS FOR
STRUCTURAL CONCRETE (ACI 301-16) OF THE AMERICAN CONCRETE INSTITUTE (ACI).
2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000
PSI.
3. CONCRETE SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF UNLESS NOTED
OTHERWISE ON PLANS.
4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M.
SHOP FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.
5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064/A1064M. PROVIDE SHEET-TYPE WELDED WIRE REINFORCEMENT. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING
PLUS 2".
6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED.
CONTINUOUS REINFORCING STEEL SHALL BE SPLICED AS INDICATED ON DRAWINGS. REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS NOT GREATER THAN OR EQUAL TO 2h or 18".
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 (NOT EXPOSED TO EARTH OR WEATHER) 1"
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.
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, ANCHORS, RECESSES AND OTHER EMBEDDED
ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE
PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.
12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE OWNER'S DESIGNATED
REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.
13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.
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.
15. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF
THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION.
16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED TO, PIERS (AS SHOWN IN TYPICAL COLUMN ISOLATION JOINT), SLAB RECESSES, AROUND ALL TRENCH DRAIN RE-ENTRANT CORNERS (INCLUDING BETWEEN MAINTENANCE PIT AND TRENCH DRAIN, ENDS OF
TRENCH DRAINS TO PERIMETER PIERS, AND END OF TRENCH DRAIN TO INTERIOR PIPES.)
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.
MASONRY CONSTRUCTION NOTES:
1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13/ASCE 5-11/TMS 402-13) AND "SPECIFICATION FOR MASONRY
STRUCTURES" (ACI 530.1-13/ASCE 6-13/TMS 602-13).
2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2,500 PSI. NET AREA COMPRESSIVE STRENGTH OF
CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2650 PSI. UTILIZE TYPE, S MORTAR.
3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH NORMAL
WEIGHT AGGREGATE.
4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. S-TYPE GROUT SHALL
ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI.
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.
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.
7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL OR PVC SLEEVES
OR CORED HOLES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
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.
9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE
NONMETALLIC BAR POSITIONERS,
10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME SIZE AND SPACING AS
VERTICAL WALL REINFORCEMENT. WHERE VERTICAL REINFORCEMENT IS NON-CONTINUOUS,
PROVIDE SPLICE LENGTH AS SHOWN IN SCHEDULE ON SB601.
CRANE DESIGN NOTES:
1. DOUBLE GIRDER OVERHEAD BRIDGE CRANE SHALL BE TOP RUNNING WITH CAPACITY OF 10 TONS
(IMPERIAL).
2. CRANE SHALL HAVE HOOK CLEARANCE HEIGHT OF 20’-0” ABOVE FINISHED FLOOR.
3. CRANE SHALL BE DESIGNED FOR A CRANE SERVICE DUTY CLASSIFICATION OF CLASS C (MODERATE
SERVICE) AS DEFINED BY THE CRANE MANUFACTURER’S ASSOCIATION OF AMERICA (CMAA).
4. STRUCTURE SUPPORTING THE BRIDGE CRANE SHALL BE DESIGNED FOR THE TOTAL VERTICAL LOAD FROM THE WEIGHT OF THE BRIDGE, TROLLEY HOIST, AND RATED CAPACITY OF THE CRANE. TOTAL VERTICAL LOAD SHALL BE ADJUSTED FOR THE FOLLOWING IMPACT LOAD FACTOR EXPRESSED AS A PERCENTAGE OF THE TOTAL VERTICAL LOAD. CRANE RUNWAY BEAMS AND RAILS SHALL ALSO BE DESIGNED FOR A LATERAL AND LONGITUDINAL FORCE EQUIVALENT TO A PERCENTAGE OF THE TOTAL
VERTICAL LOAD AS SHOWN BELOW. SEE ASCE 7-10, SECTION 4.9 FOR DETAILS.
VERTICAL IMPACT FORCE 10%
LATERAL FORCE 20%
LONGITUDINAL FORCE 10%
5. PROVIDE END STOPS AT EACH END OF CRANE RAIL. END STOPS SHALL BE DESIGNED FOR LOADS
REQUIRED FOR THE CRANE PROVIDED.
METAL BUILDING:
1. THE METAL BUILDING SYSTEM HAS BEEN PLANNED TO CONSIST OF A RIGID CLEAR SPAN STRUCTURE IN THE PLAN NORTH-SOUTH DIRECTION AND PORTAL FRAMES IN THE PLAN EAST-WEST DIRECTION.
THE LATERAL FORCE RESISTING SYSTEM AND ALL LATERAL BRACING SHALL BE DESIGNED BY THE METAL BUILDING MANUFACTURER (MBM). DESIGN BUILDING SYSTEM(S) IN ACCORDANCE WITH THE LATEST EDITIONS OF IBC, ASCE, AISC, UFC, AND THE MBMA METAL BUILDING SYSTEMS MANUAL.
2. *THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FULL DESIGN OF THE METAL BUILDING
AND INTERIOR 2ND FLOOR SYSTEM AND IT VERTICAL AND LATERAL SUPPORTS. CMU STAIRWELLS AND ELEVATOR WALLS BETWEEN METAL BUILDING COLUMNS WILL BE DESIGNED AS SELF SUPPORTING.
3. DESIGN BUILDING SYSTEM FOR LIVE LOADS INDICATED AND A COLLATERAL DEAD LOAD OF 20 PSF IN
ADDITION TO BUILDING DEAD LOADS, WIND LOADS AND SEISMIC LOADS. PARAMETERS FOR
DEVELOPMENT OF WIND AND SEISMIC LOADS ARE LISTED IN THE GENERAL NOTES. INCLUDE THE
EFFECTS OF WINDWARD AND LEEWARD WIND PRESSURE AND SUCTION LOADS. USE SPREADER
BEAMS WHERE CONCENTRATED LOADS EXCEED PURLIN CAPACITY.
4. LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH LATEST EDITION OF IBC UNLESS THE MBMA METAL BUILDING SYSTEMS MANUAL (LATEST EDITION) LOAD COMBINATIONS ARE MORE STRINGENT.
5. LIMIT THE STORY DRIFT OF THE STRUCTURE IN BOTH DIRECTIONS TO H/400 FOR THE TEMF FOR
SERVICE WIND LOADS OF A 50-YEAR MEAN RECURRENCE INTERVAL AND H/240 FOR ALL OTHER
BUILDINGS FOR SERVICE WIND LOADS OF A 10-YEAR MEAN RECURRENCE INTERVAL.
6. THE STANDING SEAM ROOFING SHALL NOT BE PERMITTED TO ACT AS A DIAPHRAGM TO TRANSFER THE LATERAL LOADS. INSULATED WALLS AND ROOF PANELS BE FOR ATFP DESIGN LOADS (UFC 4-0140-01).
7. REDUNDANCY SHALL BE PROVIDED TO THE VERTICAL AND HORIZONTAL BRACING SYSTEMS BY USING
MULTIPLE BAYS OF LATERAL MEMBERS.
8. FOUNDATIONS AND PIERS SHOWN ARE PRICING ESTIMATES FOR THE BUILDING AND ARE TO BE USED AS A GUIDE FOR THE BUILDING. THE CONTRACTOR SHALL HIRE A PROFESSIONAL ENGINEER TO REDESIGN THE METAL BUILDING FOUNDATIONS AND PIERS FOR ACTUAL BUILDING LOADS PROVIDED
BY METAL BUILDING MANUFACTURER. THE DESIGN SHALL BE BASED ON THE SOIL PARAMETERS
SPECIFIED IN NOTE F-1 ON THIS SHEET AND THE FINAL COLUMN REACTIONS REPORTED BY THE MBM.
THE FOUNDATION DESIGN SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. FOUNDATIONS FOR ELEMENTS
OTHER THAN MBM COLUMN FOUNDATIONS WILL BE CONSTRUCTED AS SHOWN. SEE PLAN FOR
LOCATIONS.
9. THE CONTRACTOR SHALL COORDINATE THE COLUMN ANCHOR BOLT LAYOUT WITH THE MBM. AT LEAST FOUR (4) ANCHOR BOLTS ARE REQUIRED FOR COLUMN BASE PLATES UNO. ANCHOR BOLTS SHALL NOT BE LESS THAN 3/4" NOMINAL SIZE. ANCHOR BOLTS SHALL BE DESIGNED BY THE MBM.
COLUMN ANCHOR BOLTS SHALL BE POSITIVELY LOCATED USING 1/8" SHEET METAL TEMPLATES FOR ALL COLUMN BASE PLATES. BASE PLATE TEMPLATE ANCHOR BOLT HOLES SHALL NOT EXCEED BOLT DIA. +/- 1/6”. PROVISION SHALL BE MADE FOR ALL ANCHOR BOLTS TO BE RIGIDLY HELD IN POSITION TO
PREVENT MOVEMENT DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL NOT BE TIGHTENED
PRIOR TO 14 DAYS FOLLOWING CONCRETE PLACEMENT.
10. THE CONTRACTOR SHALL DESIGN, PROVIDE, AND COORDINATE STRUCTURAL FRAMING MEMBERS FOR THE SUPPORT OF ALL FALL PROTECTION, CATWALKS, OPERABLE PARTITIONS, HVAC UNITS, DUCTS, FANS, PIPING, ELECTRICAL COMPONENTS, ETC.
11. THE MBM IS RESPONSIBLE FOR PROVIDING ADDITIONAL STRUCTURAL MEMBERS AND CONNECTIONS TO BUILDING SUB-FRAMING AS NECESSARY AROUND WINDOW AND SKYLIGHT OPENINGS SUCH THAT
FRAME ATTACHMENTS MEET ANTITERRORISM/FORCE PROTECTION CRITERIA PER UFC 4-010-01.
DOOR/WINDOW/SKYLIGHT CONNECTIONS TO SUPPORT STRUCTURE, AND SUPPORTING FRAMING
MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ATFP CRITERIA FOR A 3 SECOND EQUIVALENT LOAD OF 55 PSF APPLIED UNIFORMLY TO DOOR, WINDOW, AND SKYLIGHT AREAS. WALL PANELS AS
INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE EVALUATED TO MEET ATFP LOAD
REQUIREMENTS.
12. THE METAL BUILDING SHALL BE DELEGATED THE DESIGNED FOR A 10 TON CAPACITY BRIDGE CRANE.
SUPPORT STRUCTURE (CRANE RUNWAY BEAMS AND RAILS) SHALL BE DESIGNED AND PROVIDED BY
THE MBM AND SHALL INCLUDE ACCOMMODATIONS FOR THE WEIGHT OF THE CRANE AND SUPPORT
RAILS. SEE DRAWINGS FOR CRANE EXTENTS.
SPECIAL INSPECTION NOTES:
1. INSPECTION OF FABRICATORS SHALL BE CONDUCTED IN ACCORDANCE WITH IBC 2015,
SECTION 1704.2.5
2. INSPECTION OF STEEL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH IBC
2015, SECTION 1705.2
3. INSPECTION OF CONCRETE CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1705.3 AND TABLE 1705.3.
4. INSPECTION OF MASONRY CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH
IBC 2015, SECTION 1705.4.
5. INSPECTIONS FOR SEISMIC RESISTANCE SHALL BE AS PER IBC 2015, SECTION 1704.3.2
6. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY CONTROL
(CQC) PLAN.
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.
STEEL CONSTRUCTION NOTES:
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.
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
B. HSS HOLLOW SHAPES (46 KSI) ASTM A500, GRADE B
C. PLATES AND ANGLES ASTM A36
D. HIGH STRENGTH BOLTS ASTM A325
E. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36
3. 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" FILLET, UNLESS OTHERWISE NOTED ON PLANS. CURRENT AWS
CERTIFICATIONS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE OWNERS'
REPRESENTATIVE.
4. 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. IF LOADS ARE NOT INDICATED ON THE DRAWINGS, STEEL FABRICATOR SHALL SIZE CONNECTIONS FOR A MINIMUM OF 3/4 OF THE UNIFORM LOAD CAPACITY OF THE BEAM AS INDICATED IN THE AISC MANUAL.
5. 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.
6. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE. BOLTED CONNECTIONS FOR METAL BUILDING PER METAL
BUILDING MANUFACTURER AND SPEC 13 34 19.
7. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY ALTERNATE DETAILS AND MEMBER SPLICES. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN
ENGINEER LICENSED IN THE STATE OF THE PROJECT.
8. 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.
9. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.
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
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
EOF EDGE OF FOUNDATION
EST ESTIMATED
EQ EQUAL
EW EACH WAY
FF FINISHED FLOOR
FDN FOUNDATION
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GOVT GOVERNMENT
HORIZ HORIZONTAL
KIP (k) 1000 POUNDS
SYMBOL DESCRIPTION
LG LONG
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAX MAXIMUM
MBM METAL BUILDING MANUFACTURER
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFR MANUFACTURER
MIN MINIMUM
NTS NOT TO SCALE
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
SE SLAB EDGE
SJ SAWED CONTRACTION JOINT
SJI STEEL JOIST INSTITUTE
SIM SIMILAR
SL SLOPE(D)
SOG SLAB ON GRADE
SPCG SPACING
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
DN
X
[+/- X’-X”]
X
[+/- X’-X”]
SLAB DEPRESSION
BRICK WALL
CONCRETE ELEMENT
COMPACTED EARTH FILL
GROUT
CONCRETE MASONRY UNIT
(CMU)
POROUS FILL
WELDED WIRE FABRIC (WWF)
METAL BUILDING:
13. APPROXIMATE WEIGHT AND LOCATIONS OF ERV AND VEF EQUIPMENT ARE SHOWN ON ROOF PLANS.
VERIFY UNIT SIZE AND WEIGHT WITH EQUIPMENT MANUFACTURER. SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS. MBM SHALL DESIGN THE ROOF STRUCTURE TO ACCOMMODATE THE WEIGHT
OF MECHANICAL EQUIPMENT AND CATWALK TO BE SUSPENDED FROM ROOF MEMBERS. CATWALK
SYSTEM AND BRACING SHALL ALSO BE DESIGNED AND PROVIDED BY THE MBM AT APPROXIMATE
LOCATIONS SHOWN ON PLANS.
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SLOPE:1/2:12
ROOF ZONE 1
WALL ZONE 4
ROOF ZONE 2e,2n,2r
WALL ZONE 5
ROOF ZONE 3e,3r
POL HAZARDOUS MATERIAL BUILDING
ORGANIZED STORAGE BUILDING
TEMF BUILDING
(NOT TO SCALE)
(NOT TO SCALE)
(NOT TO SCALE)
a a a a a a
+21 /-65
ROOF ZONES
TEMF HIGH ROOF
C AND C WIND PRESSURES (PSF)
ULTIMATE
10 SF
EFFECTIVE
WIND
AREA 1&2e
WALLOVERHANG ZONES
1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND
PRESSURE DIAGRAMS.
2. EDGE ZONES 'a' = 10'-0"
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 WIND PRESSURES ACTING AWAY
FROM THE COMPONENT AND CLADDING SURFACES.
20 SF
50 SF
100 SF
+21 / -94 +21 /-112 +35 / -38
+33 / -34
+31 / -33
+35 / -47
+33 / -44
+31 / -39
+30 / -36
- 145
2n,2r,3e 3r ZONE 4 ZONE 5
2 SF +26 / - 65 +26 / - 94 +26 / - 112
1 &2e 2n,2r 3e 3r
- 79 - 109 - 127
- 79 - 99 - 110 - 123+19 /-79 +19 /-81 +19 /-96
+16 /-39 +16 /-65 +16 /-75
+16 /-20 +16 /-52 +16 /-59
- 63 - 87 - 88 - 95
- 50 - 77 - 72 - 73 +30 / -33
+19 /-58
ROOF ZONES
TEMF LOW ROOF
C AND C WIND PRESSURES (PSF)
ULTIMATE
10 SF
EFFECTIVE
WIND
AREA 1&2e
WALLOVERHANG ZONES
20 SF
50 SF
100 SF
+19 / -84 +19 /-100 +31 / -34
+30 / -29
+28 / -29
+31 / -42
+30 / - 39
+28 / -35
+27 / -33
- 130
2n,2r,3e 3r ZONE 4 ZONE 5
2 SF +23 / - 58 +23 / - 84 +23 / - 100
1 &2e 2n,2r 3e 3r
- 71 - 98 - 114
- 71 - 89 - 99 - 110+17 /-58 +17 /- 63 +17 /-86
+16 /-35 +16 /- 35 +16 /-67
+16 /-18 +16 /- 31 +16 /-53
- 56 - 78 - 79 - 85
- 45 - 69 - 64 - 66 +27 / - 29
+25 / -23
1 &2e
ROOF ZONES
OPEN CANOPIES
C AND C WIND PRESSURES (PSF)
ULTIMATE
9 SF
EFFECTIV
E WIND
AREA
1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND
TO WIND PRESSURE DIAGRAMS SHOWN BELOW.
2. EDGE ZONES 'a' = 3'-0"
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.
36 SF
>36 SF
+25 / -23
+25 / -23
+38 / -36
+38 / -36
+25 / -23
+51 / -69
+38 / -36
+25 / -23
2n,2r,3e 3r
+18 / -55
1 &2e
ROOF ZONES
ORG STORAGE BUILDING
C AND C WIND PRESSURES (PSF)
ULTIMATE
10 SF
EFFECTIVE
WIND
AREA
WALLOVERHANG
1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND
PRESSURE DIAGRAMS.
2. EDGE ZONES 'a' = 3'-0"
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 WIND PRESSURES ACTING AWAY
FROM THE COMPONENT AND CLADDING SURFACES.
20 SF
50 SF
100 SF
+16 / -68
+16 / -33
+16 / -17
+30 / -32
+28 / -29
+27 / -28
+22 / -25
+30 / -40
+28 / -37
+27 / -34
+25 / -31
- 68 - 93
- 85
- 74
- 66
2n, 2r,2e 3r ZONE 4 ZONE 51 & 2e 2n,2r
- 68
- 53
- 42
3e 3r
+18 / -80
+16 / -69
+16 / - 55
+16 / -30
+18 / -95
+16 / -95
+16 / - 64
+16 / -50
- 108
- 94
- 75
- 61
-123
-105
-81
-63
+18 / -55
1 &2e
ROOF ZONES
HAZ/POL
C AND C WIND PRESSURES (PSF)
ULTIMATE
10 SF
EFFECTIVE
WIND
AREA
WALLOVERHANG
20 SF
50 SF
100 SF
+16 / -68
+16 / -33
+16 / -17
+30 / -32
+28 / -29
+27 / -28
+22 / -25
+30 / -40
+28 / -37
+27 / -34
+25 / -31
- 68 - 93
- 85
- 74
- 66
2n, 2r,2e 3r ZONE 4 ZONE 51 & 2e 2n,2r
- 68
- 53
- 42
3e 3r
+18 / -80
+16 / -69
+16 / - 55
+16 / -30
+18 / -95
+16 / -95
+16 / - 64
+16 / -50
- 108
- 94
- 75
- 61
-123
-105
-81
-63
15 PSF
31.11 PSF
4.5 PSF
FROM RIDGE
10' - 10"
UNBALANCED SNOW LOAD
(NOT TO SCALE)
18' - 0"
15 PSF
15 PSF
69 PSF MAX INTENSITY OF SURCHARGE LOAD
SNOW DRIFT LOADING
(HIGH ROOF / LOW ROOF)
NOTE: THIS LOAD CASE SHALL BE MIRRORED ABOUT RIDGE.
(NOT TO SCALE)
SHEET ID
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COMPONENT AND CLADDING WIND PRESSURES2UNBALANCED SNOW LOADING DIAGRAMS1
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2 3 4 5 7 111098
33' - 0" 33' - 0" 32' - 4" 23' - 5" 34' - 6"
G
23' - 3"
B
C
D
E
B.2
D.1
* 9 5'
35' - 11" 7' - 7" 24' - 10"
P1
P1
P1
P1
P2 P4 P4 P4
P4 P4 P4 P3 P3 P3 P4 P4 P2
P1
P1
P1
P1
P2 P4P4P3
P2
2'
8"
270' - 11"
7.5
12' - 2" 11' - 0"
SF403
A
F
2 3 4 5 7
* 9 5'
111098
G
B
C
D
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B.2
D.1
23' - 3" 34' - 6"35' - 11" 33' - 0" 33' - 0" 32' - 4" 7' - 7" 24' - 10" 23' - 5"
2'
8"
270' - 11"
7.5
12' - 2" 11' - 0"
SF403
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001.
2. SEE SF301 AND FOLLOWING FOR FRAME SECTIONS.
3. SEE SB501 AND FOLLOWING FOR SLAB AND FOUNDATION
SECTIONS AND DETAILS.
4. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON
SB503 FOR SIZE AND REINFORCEMENT.
5. CF-X.Y INDICATES COLUMN FOOTING FOUNDED IN SOIL
WITH AN ALLOWABLE BEARING CAPACITY OF 3000 PSF AS
DEFINED IN THE FOUNDATION NOTES ON S-001. SEE
FOOTING SCHEDULE ON SB601 FOR SIZE AND
REINFORCEMENT.
6. TOP OF INT FTG = (-) 2'-0" UNO
TOP OF EXT FTG = (-) 4'-0" UNO
7. * INDICATES DIMENSION SHALL BE COORDINATED WITH
METAL BUILDING MANUFACTURER.
8. PIERS AND FOUNDATIONS SUPPORTING MB COLUMNS ARE
PRELIMINARY FOR ESTIMATING PURPOSES ONLY AND ARE
NOT FINAL. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FINAL DESIGN OF MB PIERS AND FOUNDATIONS
BASED ON FINAL MB REACTIONS. SEE GENERAL NOTES
FOR ADDITIONAL INFORMATION.
9. INDICATES FOOTING STEP. SEE DETAIL 3/SB504
10. WF INDICATES WALL FOOTING. SEE SCHEDULE ON SB601
AND SECTIONS AND DETAILS.
11. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,
ELECTRICAL PLUMBING, AND FIRE PROTECTION
DRAWINGS PRIOR TO CONSTRUCTION OF FOOTINGS AND
SLABS-ON-GRADE. .
12. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE
PREFORMED 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 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
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