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IA
FE
B
dTyp
E E IJ
COMPONENT & CLADDING PRESSURE
ROOF PRESSURES
10 SF
50 SF
100 SF
CORNER (A)
PERIMETER (B)
FIELD (C)
61 PSF/i6 PSF
41 PSF/i6 PSF
24 PSF/16 PSF
52 PSF/i6 PSF
34 PSF/i6 PSF
23 PSF/16 PSF
40 PSF/16 PSF
30 PSF/16 PSF
22 PSF/16 PSF
WALL PRESSURE
EDGE
FIELD
35 PSF/26 PSF
28 PSF/26 PSF
29 PSF/23 PSF
25 PSF/23 PSF
27 PSF/22 PSF
24 PSF/22 PSF
EDGE DISTANCE a
8 FT
NOTES:
1. ALL VALUES LISTED IN ABOVE TABLE ARE ULTIMATE LEVEL WIND PRESSURES.
2. ## PSF/## PSF INDICATES NEGATIVE/POSITIVE PRESSURES
3. JOIST DESIGNER TO ASSUME DEAD LOAD OF 8 PSF RESISTING UPLIFT FORCES.
WIND LOADING DIAGRAM
N.T.S.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 06/07/19
NOTE: REFERTO
1 PROVIDE 1 I/2" - 22 GA. METAL DECK. ATTACH TO SUPPORTS WSW ARCHITECTURAL DRAWINGS
PUDDLE WELD IN 36/5 PATTERN, AND AT 6" O.C. AT PERIMETER. FASTEN FOR ATTACHING OF ROOFING Q UNIFORM SNOW LOAD = 17 PSF
SIDELAPS w/4-#10 TEK SCREWS PER SPAN. COMPONENTS TO METAL
DECK. ®1 UNIFORM SNOW LOAD = 60 PSF
®2 UNIFORM SNOW LOAD = 44 PSF
OMETAL ROOF ATTACHMENT DIAGRAM _ ^} SNOW LOAD DIAGRAM
NTS N.TTS.
STANDARD
ABBREVIATIONS
ABBREV. MEANING
ABBREV.
MEANING
&
AND
I.D.
INSIDE DIAMETER
@
AT
I.F.
INSIDE FACE
#
POUNDS (LBS.)
IN.
INCH
A.B.
ANCHOR BOLT
INSUL.
INSULATION
A/C
AIR CONDITIONING
INT.
INTERIOR
ADD.
ADDENDUM
JNT.
JOINT
ADD'L
ADDITIONAL
JST.
JOIST
AESS
ARCH. EXPOSED STRUCT.
STL.
K
KIP (1000 LB.)
AFF
ABOVE FINISH FLOOR
KSF
KIPS PER SQUARE FOOT
AHU
AIR HANDLING UNIT
LAM.
LAMINATED
ALT.
ALTERNATE
LBS.
POUNDS
ARCH.
ARCHITECT
LDG.
LANDING
B.L.
BRICK LEDGE
LGTH.
LENGTH
BLDG.
BUILDING
LOC.
LOCATION
BLKG.
BLOCKING
LT.
UGHT
BM.
BEAM
L.W.C.
LW.CONCRETE
BOT.
BOTTOM
MAIL.
MATERIAL
BRDG.
BRIDGING
MAX.
MAXIMUM
BRG.
BEARING
MECH.
MECHANICAL
BTWN.
BETWEEN
MFR.
MANUFACTURER
C/C
CENTER TO CENTER
M.O.
MASS OPENING
C.I.P.
CAST IN PLACE
MTL.
METAL
C.J.
CONTROL JOINT
N/A
NOTAPPLICABLE
C.J.
CONSTRUCTION JOINT
N.I.C.
NOT IN CONTRACT
CHAN.
CHANNEL
NO.
NUMBER(#)
CL.
CENTERLINE
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.A.
OVERALL
CLR.
CLEAR
O.C.
ON CENTER
CMU.
CONC. MAS. UNIT
O.D.
OUTSIDE DIA.
COL.
COLUMN
O.F.
OUTSIDE FACE
CONC.
CONCRETE
O.F.D.
OVERFLOW DRAIN
CONN.
CONNECTION
O.H.
OPPOSITE HAND
CONS.
CONSTRUCTION
OPNG.
OPENING
CONT.
CONTINUOUS
O.S.B.
ORIENTED STRAND BOARD
CONTR.
CONTRACTOR
PAF
POWDER ACTUATED FASTENER
CTR.
CENTER
P.C.
PRECAST
d
PENNY
PEMB
PRE-ENGINEERED MTL. BLDG.
DBA
DEFORMED BAR ANCHOR
PG.
PAGE
DER
DEPRESSION
P.L.
PROPERTY LINE
DIA.
DIAMETER(D)
PL.
PLATE
DIAG.
DIAGONAL
PLBG.
PLUMBING
DIM.
DIMENSION
PLWD
PLYWOOD
DN.
DOWN
PNL.
PANEL
DTL.
DETAIL
PRELIM.
PRELIMINARY
DWG.
DRAWING
PSF
LBS. PER SO. FT.
DWL.
DOWEL
PSI
LBS. PER SQ. IN.
EA.
EACH
P.T.
POST TENSION
E.F.
EACH FACE
PTD.
PAINTED
E.J.
EXPANSION JOINT
RAD.
RADIUS (R)
EL.
ELEVATION
R.C.P.
REINF. CONIC. PIPE
ELEV.
ELEVATOR
R.D.
ROOF DRAIN
EMBED
EMBEDMENT (OR EMBEDDED)
REINF.
REINFORCING(ED)
ENG.
ENGINEER
REQ'Q.
REQUIRED
ESC.
ESCALATOR
REV.
REVISION
EQ.
EQUAL
FIND.
ROUND
EQUIP.
EQUIPMENT
RTU
ROOF TOP UNIT
E.W.
EACH WAY
SECT.
SECTION
EXIST.
EXISTING
SHT.
SHEET
EXH.
EXHAUST
SIM.
SIMILAR
EXP.
EXPANSION
SPA.
SPACE(S)(ING)
EXT.
EXTERIOR
SPEC.
SPECIFICATION
F.D.
FLOOR DRAIN
STD.
STANDARD
F.F.
FINISHED FLOOR
STIFF.
STIFFENER
FIN.
FINISH
STL.
STEEL
FK
FOOT KIPS
STRUCT.
STRUCTURE
FLR.
FLOOR
SQ.
SQUARE
FIND.
FOUNDATION
SUSP.
SUSPENDER
FT.
FEET
T/FTG
TOP OF FOOTING
FTG.
FOOTING
T/JST
TOP OF JOIST
F.V.
FIELD VERIFY
T/PIER
TOP OF PIER
GA.
GAUGE
T/PNL
TOP OF PANEL
GALV.
GALVANIZED
T/STL
TOP OF STEEL
GRDR.
GIRDER
TAVALL
TOP OF WALL
GYP.
GYPSUM
U.N.O.
UNLESS NOTED OTHERWISE
GYP.BQ.
GYPSUM BOARD
VERT.
VERTICAL
HCA
HEADED CONCRETE ANCHOR
W/
WITH
HORIZ.
HORIZONTAL
WD
WOOD
H.P.
HIGH POINT
W.F.
WIDE FLANGE
H.R.
HANDRAILS
W/o
WITHOUT
HT.
HEIGHT
W.W.F.
WELDED WIRE FABRIC
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No
Revision
Late
Project Number'.
3018082
Date'.
02/26/2019
Shee[Thle and Number'.
HART GAUGLER + ASSOCIATES
�Calia T�w7543
S130
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DIAGRAMS &ABBREVIATIONS
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