File No CITY OF RICHLAND Determination of Non-Significance
24
File No. EA2020-116 CITY OF RICHLAND Determination of Non-Significance Description of Proposal: Construction of an approximately 46,500 s.f. addition to an existing corn processing transfer terminal. Proponent: Central Washington Corn Processing Attn: Chad Walters 5207 E. 3 rd Ave. Spokane Valley, WA 99212 Location of Proposal: The project site is located at 2900 Logston Blvd., Richland, WA 99352. Lead Agency: City of Richland The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ( ) There is no comment for the DNS. ( X ) This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for fourteen days from the date of issuance. ( ) This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the DNS. Responsible Official: Mike Stevens Position/Title: Planning Manager Address: 625 Swift Blvd., MS #35, Richland, WA 99352 Date: July 16, 2020 Signature______________________________
File No CITY OF RICHLAND Determination of Non-Significance
CITY OF RICHLAND Determination of Non-Significance
Description of Proposal: Construction of an approximately 46,500 s.f. addition to an
existing corn processing transfer terminal.
Proponent: Central Washington Corn Processing Attn: Chad Walters 5207 E. 3rd Ave. Spokane Valley, WA 99212
Location of Proposal: The project site is located at 2900 Logston Blvd., Richland, WA
99352.
Lead Agency: City of Richland
The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ( ) There is no comment for the DNS. ( X ) This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for fourteen days from the date of issuance. ( ) This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the DNS.
Responsible Official: Mike Stevens Position/Title: Planning Manager Address: 625 Swift Blvd., MS #35, Richland, WA 99352 Date: July 16, 2020 Signature______________________________
Will match the existing building structure height. Existing structure is 60' high at peak, same as existing.Building is Pre-Engineered metal building with metal cladding same as existing.
GENERAL NOTES1. CONTRACTOR TO VERIFY WITH UTILITIES EXACT LOCATION OF EXISTING UNDERGROUND SERVICES. CONTACT CALL BEFORE YOU DIG AT: (800) 424-5555
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THESE DRAWINGS, THE SPECIFICATIONS, AND THE CURRENT EDITIONS OF THE IBC, IMC, NEC AND THE WASHINGTON STATE ENERGY CODE, AND ALL BENTON COUNTY
REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND PROVIDING ALL REQUIRED DOCUMENTATION FOR ISSUANCE OF PERMITS, INCLUDING ANY AND ALL ENGINEERING,
STAMPED AND SIGNED BY REGISTERED PROFESSIONAL ENGINEERS IN THE STATE OF WASHINGTON APPROPRIATE TO THE DISCIPLINE.
3. THE CONTRACTOR AGREES TO ASSUME SAFE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ARCHITECT AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ARCHITECT, OR THIRD PARTY IN VIOLATION
OF THE LAW OR IN TRESPASS. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES AND SHALL FURNISH, ERECT, AND MAINTAIN SUCH FENCES, BARRICADES, LIGHTS, AND SIGNS NECESSARY TO GIVE ADEQUATE
PROTECTION TO THE PUBLIC AT ALL TIMES. THE ARCHITECT MAKES NO WARRANTY THAT THE CONSTRUCTION-PHASE FENCES, ETC., ARE ADEQUATE TO ENSURE SAFETY DURING CONSTRUCTION OPERATIONS.
4. DURING CONSTRUCTION THE SAFETY OF THE WORKERS, VISITORS, AND THE PROTECTION OF PROPERTY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT SHALL NOT INCLUDE OBSERVATION OF
SAFETY MEASURES IN SITE VISIT OBSERVATION REPORTS.
PROJECT TEAM
VICINITY MAP
RICHLAND, WADOOR NUMBER
01
EXTERIOR ELEVATION
INTERIOR ELEVATION
A1/4.00
A1/7.10
SEE SHEET A6.00
SEE SHEET A8.00 & A9.01
BUILDING SECTION
A1
A5.20
FLOOR & WALL ASSEMBLIES
ROOF ASSEMBLIES
REVISIONS
WINDOW TYPES
ELEVATION MARK
DETAIL
WALL SECTION
E
01
A1
A5.20
100'-0"
T.O.FLOOR
SYMBOLS
CRUSHED GRAVEL
FINISH WOOD
PLYWOOD
SAND
CONT. WOOD
RIGID INSUL.
BATT INSUL.
WOOD BLKNG
EARTH
STEEL CONT.
CONCRETE
CMU
MATERIAL KEY
ABBREVIATIONS
SEE SHEET A8.00
A1
A5.20
NORTH
A1
A1
ACOUST.
WITH
WITH OUTW/O
W/
WIDE FLANGE
WATER CLOSET
WIDE
UNLESS NOTED OTHERWISE
TYPICAL
TOP AND BOTTOM
TOP OF
THICK
TELEVISION
TELEPHONE
STANDARD
SQUARE
SIMILAR
SEALED CONCRETE
ROUGH OPENING
REVISION
REFERENCE
RADIUS
PLATE
PENNY
W.F.
W.C.
W
U.N.O.
TYP.
T&B
T.O.
T
T.V.
TEL.
STD.
SQ.
SIM.
S.C.
R.O.
REV.
REF.
R
PL
d
OUTSIDE DIAMETER
OPPOSITE
OPENING
ON CENTER
NOT TO SCALE
MINIMUM
MAXIMUM
MASONRY
MASONRY BEAM
MASONRY OPENING
O.D.
OPP.
OPNG.
O.C.
NTS
MIN
MAX
MAS.
MB
M.O.
T.G.
T.S.
TOP OF GRADE
TOP OF SIDEWALK
UNIFORM BUILDING CODEUBC
SURFS. SURFACES
REINF. REINFORCED
SERV. SERVICE
PERF. PERFORATED
MET. METAL
.
.
SYST. SYSTEM
M.H. MAN HOLE
NO. NUMBER
POS. POSITIVE
P.T. PRESSURE TREATED
WD. WOOD
RET. RETAINING
THICK THICKENED
STRUCT. STRUCTURAL
WAREHSE. WAREHOUSE
MEMB. MEMBRANE
MANUF. MANUFACTURER
SHT. SHEET
THRESH. THRESHOLD
VAN. VANITY
PREFAB. PREFABRICATED
PLYWD. PLYWOOD
REQD. REQUIRED
PREMANUF. PREMANUFACTURED
SUSP. SUSPENDED
SOFTWD. SOFTWOOD
PLAST.
RESIST RESIST
S.C.W. SOLID CORE
VERT. VERTICAL
SYNTH. SYNTHETIC
TEXT. TEXTURE
NONPERF. NONPERFORATED
LB. POUND
SHEATHG. SHEATHING
TEMP. TEMPORARY
TEMPRD. TEMPERED
O.H. OVERHEAD
PERIM. PERIMETER
T&G TONGUE & GROOVE
TRANS.
WAINS. WAINSCOT
STOR. STORAGE
RETRACT. RETRACTABLE
S.S. STAINLESS STEEL
SALV. SALVAGE
SHEET VINYLSV.
VCT. VINYL COMPOSITION TILE
PTPAINT
R.B. RUBBER BASE
SCHED. SCHEDULE
T.W.C. TACKABLE WALL COVERING
V.B. VENTED BASE
V.W.C. VINYL WALL COVERING
P.O.C. POINT OF CONNECTION
M. MIRROR
PTD. PAPER TOWEL DISPENSER
S.D. SOAP DISPENSER
R.D. ROOF DRAIN
O.S. OVERFLOW SCUPPER
T.O.D. TOP OF ROOF DECK
PLASTIC
TRANSITION
OWNER FURNISHEDOFCI
CONTRACTOR INSTALLED
OWNER FURNISHEDOFOI
OWNER INSTALLED
INSIDE DIAMETER
HORIZONTAL
HEIGHT
HIGH
GRADE
FOUNDATION
FOOTING
FLOOR
FINISHED FLOOR
FINISH
I.D.
HORIZ.
HT.
GR.
FDN.
FTG.
FLR.
F.F.
FIN.
EQUAL OR EQUIVALENT
ELEVATION
ELECTRIC WATER COOLER
ELECTRICAL
EACH
DIAMETER
DRINKING FOUNTIAN
CONTINUOUS
CONCRETE MASONRY UNITCMU
COLUMN
CLOSED CIRCUIT TELEVISION
CLEAN OUT
CHANNEL
CENTER LINE
CEILING
BOTTOM OF
BUILDING
BENCH MARK
BEARING
ANGLE
ALTERNATE
ABOVE FINISHED FLOOR
EQ.
ELEV.
E.W.C.
ELEC.
EA.
DIA.
D.F.
CONT.
COL.
C.C.T.V.
C.O.
C
CL
CLG.
B.O
BLDG.
B.M.
BRG
L
ALT.
AFF
EXIST EXISTING
DIV. DIVISION
ENGRD. ENGINEERED
ASPH. ASPHALT
CONT. JT. CONTROL JOINT
JT. JOINT
CONC. CONCRETE
C.I. CAST IRON
IRRIG. IRRIGATION
CORRUG. CORRUGATED
DIST. DISTRIBUTION
GALV. GALVANIZED
DEG. DEGREE
DENS. DENSITY
DBL. DOUBLE
C.F. CUBIC FEET
LAT.
DIR. DIRECT
BOT. BOTTOM
FD. FLOOR DRAIN
CONSTR. CONSTRUCTION
EXP. EXPANSION
HDWD. HARDWOOD
BLK. BLOCK
BM. BEAM
ACOUSTICAL
GA.GAUGE
ALUM. ALUMINUM
.
BD. BOARD
EXT. EXTERIOR
FLDG. FOLDING
FURRG. FURRING
ASSEM. ASSEMBLY
BLKG. BLOCKING
LAM. LAMINATED
FRAMG. FRAMING
HDBD. HARDBOARD
CHEM. CHEMICAL
LAMIN. LAMINATE
H.C.W. HOLLOW CORE
L. LONG
CLR. CLEAR
INFILTR. INFILTRATION
INSUL. INSULATION
ELASTO.
B.U.
GYP. GYPSUM
H.M. HOLLOW METAL
HR. HOUR
HORIZ. HORIZONTAL
LT. LIGHT
CERAM. CERAMIC
COMP. COMPOSITION
FLRG. FLOORING
F.E. SURFACE MT FIRE EXTINGUISHER
CAB. CABINET
DISP. DISPENSER
CUST. CUSTODIAL
FWD. FORWARD
ADJA. ADJUSTABLE
ADJ. ADJACENT
CERAMIC TILE
CARPET
CT.
CPT
HW. HARDWOOD
F.T. FIRE TREATED
EPXY. EPOXY PAINT
F.V. FIELD VERIFY
H.
HD. HAND DRYER
GB. GRAB BAR
F.E.C. FIRE EXTINGUISHER & CABINET
L.M.B. LIQUID MARKER BOARD
IBC INTERNATIONAL BUILDING CODE
CJ CONTROL JOINT
BUILT-UP
ELASTOMERIC
LATERAL
1
-
2
4
0
KIN
GS
GA
TE
W
AY
BATTELLE BLVD
G1.00
TITLE SHEET
STRUCTURALCONTACT:TD & H ENGINEERING
303 EAST 2ND AVE
SPOKANE, WASHINGTON 99202
TEL: (509) 622-2888
CIVILCONTACT:
DARRAL MOORE
JUB ENGINEERS
2810 W. CLEARWATER AVE., SUITE 201
KENNEWICK, WA 99336
TEL: (509) 783-2144
STRUCTURAL:
S1.0
S1.1
S4.0
S4.1
S5.0
GENERAL INFORMATION
ANCHOR BOLT PLAN
ANCHOR BOLT PLAN
BUILDING ACCESSORIES
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
ROOF FRAMING
ROOF FRAMING
ENDWALL FRAMING
ENDWALL FRAMING
SIDEWALL FRAMING
SIDEWALL FRAMING
SIDEWALL FRAMING
ERECTION DETAILS
ERECTION DETAILS
ERECTION DETAILS
METAL BUILDING WEST ADDITION:
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17
SHEET 18
SHEET 19
GENERAL INFORMATION
ANCHOR BOLT PLAN
ANCHOR BOLT PLAN
BUILDING ACCESSORIES
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
RIGID FRAME ELEVATION
ROOF FRAMING
ROOF FRAMING
ENDWALL FRAMING
ENDWALL FRAMING
SIDEWALL FRAMING
SIDEWALL FRAMING
SIDEWALL FRAMING
ERECTION DETAILS
ERECTION DETAILS
ERECTION DETAILS
METAL BUILDING EAST ADDITION:
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17
SHEET 18
SHEET 19
ST
EV
EN
S D
RIV
E
GE
OR
GE
W
AS
H. W
AY
CO
LU
MB
IA
R
IV
ER
CIVIL:
OVERALL SITE LAYOUTC-2
METAL BUILDINGCONTACT:BEHLEN BUILDING SYSTEMS
4025 EAST 23RD STREET
COLUMBUS, NEBRASKA 68602
TEL: (402) 564-3111
Ty Jennings, CBO MCP
Typewritten Text
C-3 Grading Plan
Ty Jennings, CBO MCP
Not Approved
Not Approved City of Richland Building Codes Review Please note that corrections are required prior to permit issuance. See included red-line remarks and written comments letter.
The code interpretation is based on the previously agreed to building conditionspresented in Womer & Associates letter dated April 7, 2016. The proposedadditions to the building do not deviate from the granted exceptions and do notdrastically increase the risk to life safety as long as the following requirements areadhered to:
A. Building shall be of non-combustible construction.
B. Materials stored shall be limited to those previously approved.
C. Explosion proof electrical fixtures shall be used throughout.
D. Building shall be surrounded by 60' yards.
E. Building shall be fully equipped with a Very Early Smoke Detection and Alarm(VESDA) system.
F. Fire hydrant locations and flow rates shall be reviewed by a civil and/or fireprotection engineer. Required flow rate, unless a decrease is allowed by theAHJ, is 8,000 GPM for a 4 hour duration per NFPA Table B105.1. Hydrantlocations shall comply with City of Richland Fire Marshal requirements.
METAL SIDING METAL ROOFINGCONCRETE WALL METAL SIDING METAL ROOFINGCONCRETE WALL
METAL SIDING METAL ROOFINGCONCRETE WALL
OVERHEAD DOOR
METAL SIDING METAL ROOFINGCONCRETE WALL
OVERHEAD DOOR
+/- 45'-0"
ME
AN
R
OO
F H
EIG
HT
8'-0"
EGRESS DOOR EGRESS DOOREXISTING EGRESS DOOREXISTING EGRESS DOOREXISTING EGRESS DOOR
Entry
Going Down
NextAccessAbove
D
D
DESIGN BY:
DRAWN BY:
CHECKED BY:
BY
AP
R.
DA
TE
SHEET NUMBER:
DE
SC
RIP
TIO
N
R
EU
SE
O
F D
RA
WIN
GS
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
HE
RE
IN
, A
S A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, IS
T
HE
PR
OP
ER
TY
O
F J-U
-B
E
NG
IN
EE
RS
, In
c.A
ND
IS
N
OT
T
O B
E U
SE
D, IN
WH
OLE
O
R P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
E
XP
RE
SS
WR
IT
TE
N A
UT
HO
RIZ
AT
IO
N O
F J-U
-B
E
NG
IN
EE
RS
, In
c.
NO
.B
Y
RE
VIS
ION
AP
R.
DA
TE
BY
AP
R.
DA
TE
JUB PROJ. # :
LAST UPDATED: 6/2/2020
C-2
INCH, SCALE ACCORDINGLYAT FULL SIZE, IF NOT ONE
ONE INCH
FILE :
\\JU
B.C
OM
\CE
NT
RA
L\C
LIE
NT
S\W
A\C
EN
TR
ALW
AC
OR
NP
RO
CE
SS
OR
S\P
RO
JEC
TS
\30-
20-0
28_B
LDG
EX
PA
NS
ION
\DE
SIG
N\C
AD
\SH
EE
T\C
-2.D
WG
Plo
t Dat
e:6/
2/20
20 2
:02
PM
Plo
tted
By:
Dar
ral M
oore
Dat
e C
reat
ed:5
/14/
2020
J-U-B ENGINEERS, INC.
Ken
new
ick,
WA
993
36S
uite
201
J-U
-B E
NG
INE
ER
S, I
NC
.28
10 W
. Cle
arw
ater
Ave
.
ww
w.ju
b.co
mF
ax: 5
09.7
36.0
790
Pho
ne: 5
09.7
83.2
144
CEN
TRAL
WAS
HIN
GTO
N T
RAN
SFER
TER
MIN
ALC
EN
TRA
L W
AS
HIN
GTO
N C
OR
N P
RO
CE
SS
OR
S
OV
ER
ALL
SIT
E L
AY
OU
T
30-20-028
DSM
DSM
----
C-2
N
600 120
SCALE IN FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES
Call before you dig.
Know what's below .
R
TAX PARCEL NO:122083000002001(12.48 AC±)
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
F
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
VP
AutoCAD SHX Text
E
AutoCAD SHX Text
V
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
T
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
W
AutoCAD SHX Text
E
AutoCAD SHX Text
TOP OF CONCRETE 370.98±
AutoCAD SHX Text
TOP OF CONCRETE 370.98±
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
37991
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
W
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
.
AutoCAD SHX Text
M
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
6-2-20
Entry
Going Down
NextAccessAbove
D
D
D
DESIGN BY:
DRAWN BY:
CHECKED BY:
BY
AP
R.
DA
TE
SHEET NUMBER:
DE
SC
RIP
TIO
N
R
EU
SE
O
F D
RA
WIN
GS
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
HE
RE
IN
, A
S A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, IS
T
HE
PR
OP
ER
TY
O
F J-U
-B
E
NG
IN
EE
RS
, In
c.A
ND
IS
N
OT
T
O B
E U
SE
D, IN
WH
OLE
O
R P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
E
XP
RE
SS
WR
IT
TE
N A
UT
HO
RIZ
AT
IO
N O
F J-U
-B
E
NG
IN
EE
RS
, In
c.
NO
.B
Y
RE
VIS
ION
AP
R.
DA
TE
BY
AP
R.
DA
TE
JUB PROJ. # :
LAST UPDATED: 6/4/2020
C-3
INCH, SCALE ACCORDINGLYAT FULL SIZE, IF NOT ONE
ONE INCH
FILE :
\\JU
B.C
OM
\CE
NT
RA
L\C
LIE
NT
S\W
A\C
EN
TR
ALW
AC
OR
NP
RO
CE
SS
OR
S\P
RO
JEC
TS
\30-
20-0
28_B
LDG
EX
PA
NS
ION
\DE
SIG
N\C
AD
\SH
EE
T\C
-3.D
WG
Plo
t Dat
e:6/
4/20
20 2
:31
PM
Plo
tted
By:
Dar
ral M
oore
Dat
e C
reat
ed:6
/4/2
020
J-U-B ENGINEERS, INC.
Ken
new
ick,
WA
993
36S
uite
201
J-U
-B E
NG
INE
ER
S, I
NC
.28
10 W
. Cle
arw
ater
Ave
.
ww
w.ju
b.co
mF
ax: 5
09.7
36.0
790
Pho
ne: 5
09.7
83.2
144
CEN
TRAL
WAS
HIN
GTO
N T
RAN
SFER
TER
MIN
ALC
EN
TRA
L W
AS
HIN
GTO
N C
OR
N P
RO
CE
SS
OR
S
GR
AD
ING
PLA
N
30-20-028
DSM
DSM
----
C-3
N
600 120
SCALE IN FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES
Call before you dig.
Know what's below .
R
TAX PARCEL NO:122083000002001(12.48 AC±)
SITE CLEARING AND EARTHWORK NOTES
TESTING
KEYED NOTES
BENCHMARK/DATUM:
BASIS OF BEARINGS:
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
F
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 7/16 IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
3 15/16 TYPE II IMP.
AutoCAD SHX Text
VP
AutoCAD SHX Text
E
AutoCAD SHX Text
V
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
T
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
V
AutoCAD SHX Text
W
AutoCAD SHX Text
E
AutoCAD SHX Text
TOP OF CONCRETE 370.98±
AutoCAD SHX Text
TOP OF CONCRETE 370.98±
AutoCAD SHX Text
FFE 371.00±
AutoCAD SHX Text
FFE 371.00±
AutoCAD SHX Text
370
AutoCAD SHX Text
369
AutoCAD SHX Text
370
AutoCAD SHX Text
369
AutoCAD SHX Text
369
AutoCAD SHX Text
370
AutoCAD SHX Text
370
AutoCAD SHX Text
370
AutoCAD SHX Text
370
AutoCAD SHX Text
371
AutoCAD SHX Text
372
AutoCAD SHX Text
373
AutoCAD SHX Text
370
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
37991
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
W
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
.
AutoCAD SHX Text
M
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
6-4-20
AutoCAD SHX Text
1. CONTRACTOR SHALL PROVIDE COMPACTION AND TESTING TO PROPERLY GRADE THIS SITE. CONTRACTOR SHALL PROVIDE COMPACTION AND TESTING TO PROPERLY GRADE THIS SITE. 2. PRIOR TO THE START OF GRADING, ALL EXISTING ORIGINAL MATERIAL, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL PRIOR TO THE START OF GRADING, ALL EXISTING ORIGINAL MATERIAL, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE OWNER AND OWNER'S REPRESENTATIVE. 3. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL IMMEDIATELY BE IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S ENGINEER PRIOR TO PROCEEDING. 4. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND IN ACCORDANCE WITH THE CITY OF RICHLAND GRADING PERMIT REQUIREMENTS. 6. GENERAL SITE FILL SHALL BE SCREENED OR PROCESSED TO REMOVE ALL ORGANIC MATERIAL, AND A MAX. 6" DIA. GENERAL SITE FILL SHALL BE SCREENED OR PROCESSED TO REMOVE ALL ORGANIC MATERIAL, AND A MAX. 6" DIA. PARTICLE SIZE. 7. ALL FILL SHALL BE TESTED AND APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. ALL FILL SHALL BE TESTED AND APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 8. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 9. ALL FILL MATERIAL PLACED ABOVE EXISTING GROUND SURFACE SHALL BE COMPACTED TO 95% OF THE MAX. DRY DENSITY ALL FILL MATERIAL PLACED ABOVE EXISTING GROUND SURFACE SHALL BE COMPACTED TO 95% OF THE MAX. DRY DENSITY PER ASTM D-1557. 10. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL HAVE A CURRENT CITY BUSINESS LICENSE. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL HAVE A CURRENT CITY BUSINESS LICENSE. 11. THE CONTRACTOR SHALL BE REQUIRED TO CALL 811 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO COMMENCING ANY THE CONTRACTOR SHALL BE REQUIRED TO CALL 811 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OFF-SITE CLEANUP OF ANY DISCHARGE OF CONSTRUCTION RELATED CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OFF-SITE CLEANUP OF ANY DISCHARGE OF CONSTRUCTION RELATED STORMWATER AND SILT LADEN MATERIAL. 13. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY CONSTRUCTION WATER FOR DUST CONTROL AND FOR CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY CONSTRUCTION WATER FOR DUST CONTROL AND FOR COMPACTION PURPOSES. A TEMPORARY CONSTRUCTION WATER SOURCE IS LOCATED OFF-SITE BY THE CITY OF RICHLAND. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RICHLAND FOR LOCATION AND CONNECTION REQUIREMENTS.
AutoCAD SHX Text
1. CONTRACTOR SHALL PROVIDE MATERIAL TESTING BY A CERTIFIED CONTRACTOR SHALL PROVIDE MATERIAL TESTING BY A CERTIFIED TESTING LABORATORY. MATERIAL TEST REPORTS SHALL INCLUDE CLASSIFICATION IN ACCORDANCE WITH ASTM D2487 OF EACH SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL AND LABORATORY COMPACTION CURVE ACCORDING TO ASTM D1557 FOR EACH SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL. 2. CONTRACTOR SHALL ADHERE TO THE TESTING AND INSPECTION CONTRACTOR SHALL ADHERE TO THE TESTING AND INSPECTION REQUIREMENTS AS NOTED IN THE CITY OF RICHLAND PERMIT. 3. WHEN COMPACTION TEST FAILS, CONTRACTOR SHALL REMOVE WORK, WHEN COMPACTION TEST FAILS, CONTRACTOR SHALL REMOVE WORK, REPLACE AND RETEST AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE COMPACTION TESTING REQUIREMENTS.
AutoCAD SHX Text
GRADING
AutoCAD SHX Text
GRADE AND SLOPE AWAY FROM THE FACE OF BLDG AT 1.0% MIN. SLOPE FOR A MIN. OF 20-FT
AutoCAD SHX Text
NO-BUILD EASEMENT VARYING WIDTH (60-FT FROM PROPOSED BUILDING)
AutoCAD SHX Text
MATCH TO EXISTING
AutoCAD SHX Text
RETAIN AND PROTECT EXISTING FIRE HYDRANT
AutoCAD SHX Text
G1
AutoCAD SHX Text
G2
AutoCAD SHX Text
G3
AutoCAD SHX Text
G4
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
EG MINOR CONTOUR EG MAJOR CONTOUR FG MINOR CONTOUR FG MAJOR CONTOUR
AutoCAD SHX Text
451
AutoCAD SHX Text
451
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
THE VERTICAL DATUM FOR THIS SURVEY IS CITY OF RICHLAND NAVD 88 DATUM. PROJECT BENCHMARK B324 ELEVATION: 407.25', AS ESTABLISHED BY RTK-GPS ELEVATION: 407.25', AS ESTABLISHED BY RTK-GPS OBSERVATION. NAVD 88.
AutoCAD SHX Text
WASHINGTON STATE PLANE SOUTH ZONE
GE
NE
RA
L S
TR
UC
TU
RA
L N
OT
ES
S1.0SHEET
DESIGNED BY:
QUALITY CHECK:
JOB NO.
FIELDBOOK
DRAWN BY:
DATE:
MO
NT
AN
A
WA
SH
IN
GT
ON
ID
AH
O
GR
EA
T F
ALLS
-B
OZ
EM
AN
-K
ALIS
PE
LL-S
HE
LB
Y
RE
V
DA
TE
LE
WIS
TO
N
SP
OK
AN
E
En
gin
ee
rin
g
tdh
engineering.com
NO
RT
H D
AK
OT
AW
AT
FO
RD
C
IT
Y
RE
VIS
IO
N
4-29-20
IS
SU
ED
F
OR
P
ER
MIT
CE
NT
RA
L W
AS
HIN
GT
ON
C
OR
N P
RO
CE
SS
OR
S
RIC
HL
AN
D, W
A
S20-062
4/29/20
GXG
TSB
LWF
FL
AT
HO
US
E S
TO
RA
GE
4/29/20
LEGEND AND ABBREVIATIONSGENERAL NOTES
INSPECTIONS
“” “
”.
CONCRETE
“” “
”.
CONCRETE REINFORCING
DESIGN LOADS
FOUNDATION AND SOIL PREPARATION
STRUCTURAL STEEL AND WELDING
DRAWING LEGEND
XSX.X
SX.XX
AutoCAD SHX Text
47620
AutoCAD SHX Text
1. THE PROJECT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY THE PROJECT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNOLOGIES, SEQUENCES AND PROCEDURES. THE CONTRACTOR IS RESPONSIBLE TO DESIGN AND ERECT TEMPORARY SHORES AND BRACES TO SUPPORT THE STRUCTURE FOR LOADS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: GRAVITY, WIND, AND EARTH PRESSURE. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF IN ORDER TO NOT EXCEED THE DESIGN LIVE LOAD. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE BETWEEN ALL OF THE CONTRACT DOCUMENTS. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFYING THE LOCATION AND WEIGHT OF MECHANICAL AND ELECTRICAL EQUIPMENT, LOCATING OPENINGS IN WALLS, FLOORS, AND ROOFS, ETC. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. TYPICAL DETAILS ARE NOT CUT ON DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. 4. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH RELATED WORK. 5. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 6. VISITS TO THE JOBSITE BY THE ENGINEER TO OBSERVE CONSTRUCTION DO NOT IN ANY WAY VISITS TO THE JOBSITE BY THE ENGINEER TO OBSERVE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT THEY ARE THE GUARANTORS OF THE CONTRACTOR'S METHODS, SITE SAFETY, OR WORK. 7. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS AND SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO ENGINEERING REVIEW. 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
AutoCAD SHX Text
1. ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110. IN ADDITION, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1704 OF THE IBC. 2. SPECIAL INSPECTORS SHALL MEET THE QUALIFICATIONS AS REQUIRED BY SECTION 1704 OF SPECIAL INSPECTORS SHALL MEET THE QUALIFICATIONS AS REQUIRED BY SECTION 1704 OF THE IBC TO THE SATISFACTION OF THE BUILDING OFFICIAL. 3. STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED AS STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED AS : SPECIAL INSPECTIONS SHALL BE PERFORMED AS REQUIRED BY CHAPTER 17 OF THE IBC. THE FOLLOWING STRUCTURAL WORK SHALL BE INSPECTED UNLESS DEEMED MINOR IN NATURE AS APPROVED BY THE BUILDING OFFICIAL.
AutoCAD SHX Text
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 “STANDARD CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 “STANDARD STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE”, AND ACI 318 “BUILDING CODE REQUIREMENTS , AND ACI 318 “BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”. 2. CONCRETE PROPERTIES: CONCRETE PROPERTIES: USE 28 DAY STRENGTH MAX W/C AIR MAX AGGREGATE 28 DAY STRENGTH MAX W/C AIR MAX AGGREGATE PIERS, FTGS, 4,500 PSI .45 6 1 % 1 " 6 ± 112% 1 " 12" & WALLS EXTERIOR SLAB ON GRADE 4,500 PSI .45 6 1 % " .45 6 1 % " 6 ± 112% " " 34" INTERIOR SLAB ON GRADE 3,000 PSI .45 2 1 % " .45 2 1 % " 2 ± 112% " " 34" 3. CONCRETE DROP HEIGHT SHOULD BE LIMITED TO 4'-0" DURING ALL CONCRETE PLACEMENT. CONCRETE DROP HEIGHT SHOULD BE LIMITED TO 4'-0" DURING ALL CONCRETE PLACEMENT. CONCRETE SHOULD BE ABLE TO FALL FREELY WITHOUT OBSTRUCTION FROM REBAR, ETC. 4. COLD WEATHER AND HOT WEATHER CONCRETING SHALL FOLLOW THE RECOMMENDATIONS OF COLD WEATHER AND HOT WEATHER CONCRETING SHALL FOLLOW THE RECOMMENDATIONS OF ACI 306 AND ACI 305. 5. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, SLAB EDGES, REINFORCING, KEYS, ETC. 6. ADDITION OF WATER TO THE BATCH FOR MATERIAL WITH INSUFFICIENT SLUMP WILL NOT BE ADDITION OF WATER TO THE BATCH FOR MATERIAL WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, UNLESS THE SUPPLIER HAS SPECIFICALLY WITHHELD WATER FROM THE BATCH AT THE PLANT. IN SUCH CASE THE MIX DESIGN AND TRUCK TICKET MUST CLEARLY STATE THE MAXIMUM AMOUNT OF WATER THAT CAN BE ADDED TO THE BATCH ON SITE. IN NO CASE SHALL THE DESIGN WATER TO CEMENTITIOUS MATERIAL RATIO BE EXCEEDED. CEMENTITIOUS/EPOXY GROUT 7. THE SPACE BENEATH ALL BASEPLATES AND BEARING PLATES SHALL BE THOROUGHLY CLEANED THE SPACE BENEATH ALL BASEPLATES AND BEARING PLATES SHALL BE THOROUGHLY CLEANED BEFORE DRYPACKING OR GROUTING. DRYPACK/GROUT SOLID BENEATH ALL BASEPLATES AND BEARING PLATES. NO VOIDS ARE PERMISSIBLE. USE OF DRYPACK OR FLOWABLE GROUT IS USE OF DRYPACK OR FLOWABLE GROUT IS PER THE PLANS OR DETAILS, DRYPACK/GROUT PER THE FOLLOWING: 7.1. DRYPACK - PORTLAND CEMENT, ASTM C150, TYPE I; AND CLEAN, NATURAL SAND, ASTM DRYPACK - PORTLAND CEMENT, ASTM C150, TYPE I; AND CLEAN, NATURAL SAND, ASTM C404, SIZE NO. 2, MIX AT RATIO OF 1 PART CEMENT TO 2-1/2 PARTS SAND, BY VOLUME, WITH MINIMUM WATER REQUIRED FOR PLACEMENT AND HYDRATION, MINIMUM COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C109. 7.2. FLOWABLE GROUT - PREMIXED, NONMETALLIC, NONCORROSIVE, NONSHRINK GROUT FLOWABLE GROUT - PREMIXED, NONMETALLIC, NONCORROSIVE, NONSHRINK GROUT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER-REDUCING AGENTS, COMPLYING WITH ASTM C1107, OF CONSISTENCY SUITABLE FOR APPLICATION, AND A 30-MINUTE WORKING TIME. MINIMUM COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1107.
AutoCAD SHX Text
1. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 “STANDARD REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 “STANDARD STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE”, AND ACI 318 “BUILDING CODE REQUIREMENTS , AND ACI 318 “BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”. 2. ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GRADE 60 KSI. ALL ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GRADE 60 KSI. ALL WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A82 GRADE 65 KSI 3. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND THROUGH CONSTRUCTION REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. SPACING SHOWN IS THE MAXIMUM CENTER TO CENTER DISTANCE. WHEN A TOTAL NUMBER OF BARS IS SHOWN, PLACE THEM EQUAL DISTANCES APART. 4. CONCRETE COVER FOR MAIN REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS, (U.N.O.): CONCRETE COVER FOR MAIN REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS, (U.N.O.): MIN COVER (IN) CONC CAST AGAINST & EXPOSED TO EARTH 3" 3" FORMED CONC EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO 18 BARS 2" 2" NO. 5 BARS AND SMALLER 1 " 1 " 12" 5. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 6. TYPICAL LAP SPLICES SHALL BE CLASS 'B' TENSION LAP SPLICES PER THE ACI. STAGGER TYPICAL LAP SPLICES SHALL BE CLASS 'B' TENSION LAP SPLICES PER THE ACI. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. 7. SPLICES IN CROSSTIES OR HAIRPINS SPLICES IN CROSSTIES OR HAIRPINS SHALL BE MADE WITH A FULL MECHANICAL OR FULL WELDED SPLICE. DEVELOPING AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH. - MECHANICAL SPLICE CONNECTERS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW & MECHANICAL SPLICE CONNECTERS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW & APPROVAL. - WELDED SPLICES DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW & WELDED SPLICES DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW & APPROVAL AND SHALL BE COMPLETED WITH ASTM A706 Gr 60 REINFORCING STEEL. REFERENCE AWS D1.4 FOR WELDING REQUIREMENTS.
AutoCAD SHX Text
1. GOVERNING CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) GOVERNING CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2. OCCUPANCY CATEGORY = II OCCUPANCY CATEGORY = II 3. MANUFACTURER SUPPLIED REACTIONS USED FOR FOUNDATION DESIGN: MANUFACTURER SUPPLIED REACTIONS USED FOR FOUNDATION DESIGN: BEHLEN MFG FLATHOUSE STORAGE REACTIONS DATED 4/7/20 REF #X2345 & #X2346 4. RETAINED MATERIALS RETAINED MATERIALS DENSITY = 48 PCF PEAKED EQUIVALENT FLUID PRESSURE = 26 PCF
AutoCAD SHX Text
VERIFICATION AND INSPECTION
AutoCAD SHX Text
MATERIALS BELOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
TABLE 1705.6 VERIFICATION AND INSPECTION OF SOILS
AutoCAD SHX Text
APPLIES
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FULL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
PRIOR TO PLACEMENT OF COMPACTED FILL. OBSERVE SUB-GRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
VERIFICATION AND INSPECTION
AutoCAD SHX Text
INSPECTION OF REINFORCING STEEL, INCLUDING PRE-STRESSING TENDONS, AND PLACEMENT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
REFERENCED STANDARD
AutoCAD SHX Text
TABLE 1705.3 VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
AutoCAD SHX Text
APPLIES
AutoCAD SHX Text
ACI 318: 3.5, 7.1-7.7
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.
AutoCAD SHX Text
VERIFYING USE OF REQUIRED DESIGN MIX
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF PRE-STRESSED CONCRETE: APPLICATION OF PRE-STRESSED FORCES
AutoCAD SHX Text
INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECTION OF PRE-STRESSED CONCRETE: GROUTING OF BONDED PRE-STRESSING TENDONS IN THE SEISMIC FORCE-RESISTING SYSTEM
AutoCAD SHX Text
ERECTION OF PRECAST CONCRETE MEMBERS
AutoCAD SHX Text
X
AutoCAD SHX Text
VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS
AutoCAD SHX Text
X
AutoCAD SHX Text
INSPECT FORM-WORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
IBC REFERENCE
AutoCAD SHX Text
1910.4
AutoCAD SHX Text
AWS D1.4 ACI 318: 3.5.2
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: 8.1.3, 21.1.8
AutoCAD SHX Text
1908.5, 1909.1
AutoCAD SHX Text
ACI 318: 3.8.6, 8.1.3, 21.1.8
AutoCAD SHX Text
1909.1
AutoCAD SHX Text
ACI 318: CH.4, 5.2-5.4
AutoCAD SHX Text
1904.2, 1910.2, 1910.3
AutoCAD SHX Text
ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8
AutoCAD SHX Text
1910.10
AutoCAD SHX Text
ACI 318: 5.9, 5.10
AutoCAD SHX Text
1910.6, 1910.7, 1910.8
AutoCAD SHX Text
ACI 318: 5.11, 5.13
AutoCAD SHX Text
1910.9
AutoCAD SHX Text
ACI 318: 18.20 ACI 318: 18.18.4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: CH. 16
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: 6.2
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: 6.1.1
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: 18.20 ACI 318: 18.18.4
AutoCAD SHX Text
1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS PROVIDED BY FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS PROVIDED BY SHANNON & WILSON, INC IN THEIR REPORT DATED FEBRUARY 9, 2015. 2. CONTRACTOR SHALL REFER TO THIS REPORT FOR SITE SPECIFIC SOIL WORK INCLUDING, BUT CONTRACTOR SHALL REFER TO THIS REPORT FOR SITE SPECIFIC SOIL WORK INCLUDING, BUT NOT LIMITED TO: SITE PREPARATION, EXCAVATION, FILL MATERIAL, AND ADDITIONAL INSPECTIONS. 3. DESIGN VALUES DESIGN VALUES ALLOWABLE STATIC LOAD BEARING PRESSURE = 2,500 PSF ALLOWABLE TRANSIENT LOAD BEARING PRESSURE INCREASE = 33% ACTIVE EARTH PRESSURE = 35 PCF (ASSUMES NO HYDROSTATIC PRESSURE) AT-REST EARTH PRESSURE = 55 PCF (ASSUMES NO HYDROSTATIC PRESSURE) PASSIVE EARTH PRESSURE = 300 PCF (NEGLECT TOP 2'-0") FRICTION = .35 FOR IMPORTED ROCK MODULUS OF SUBGRADE K = 150 PCI ABOVE AND 85 PCI BELOW THE WATER TABLE 1 = 150 PCI ABOVE AND 85 PCI BELOW THE WATER TABLE FROST DEPTH = 2'-0" BELOW FINISHED GRADE WATER TABLE = ELEVATION OF 362'-0" 4. REMOVE ALL TOPSOIL, ORGANIC MATERIAL, VEGETATION, ASPHALT, CONCRETE, AND RELATED REMOVE ALL TOPSOIL, ORGANIC MATERIAL, VEGETATION, ASPHALT, CONCRETE, AND RELATED CONSTRUCTION DEBRIS FROM THE PROPOSED SITE PRIOR TO FORMING FOUNDATIONS. SOILS DISTURBED BELOW THE PLANNED DEPTHS OF FOOTING EXCAVATIONS SHALL EITHER BE RE-COMPACTED OR OR BE REPLACED WITH SUITABLE COMPACTED FILL. BEAR FOUNDATIONS ON STRUCTURAL FILL MEETING THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 5. CONFORM TO IBC CHAPTER 18 "FOUNDATIONS AND RETAINING WALLS." CONFORM TO IBC CHAPTER 18 "FOUNDATIONS AND RETAINING WALLS." 6. DO NOT PLACE BACKFILL BEHIND WALLS BEFORE THE CONCRETE HAS REACHED ITS FULL DO NOT PLACE BACKFILL BEHIND WALLS BEFORE THE CONCRETE HAS REACHED ITS FULL DESIGN STRENGTH. ALL WALLS BELOW GRADE SHALL BE BRACED AS REQUIRED UNTIL CONNECTING SLABS, FLOORS, ETC HAVE BEEN PLACED AND OBTAINED FULL STRENGTH.
AutoCAD SHX Text
1. ALL STEEL FABRICATION AND ERECTION SHALL BE PER THE LATEST AISC AND AWS CODES. ALL STEEL FABRICATION AND ERECTION SHALL BE PER THE LATEST AISC AND AWS CODES. 2. STEEL PROPERTIES: STEEL PROPERTIES: ANCHOR BOLTS = ASTM F1554 F = 36 KSI HEAVY HEX y = 36 KSI HEAVY HEX NUTS = ASTM A563 WASHERS = ASTM F436 WELDING ELECTRODES = E70XX, U.N.O. 3. ALL BOLTS, ANCHOR BOLTS, EXPANSION/ADHESIVE ANCHORS, ETC. SHALL BE INSTALLED WITH ALL BOLTS, ANCHOR BOLTS, EXPANSION/ADHESIVE ANCHORS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS TO A SNUG TIGHT CONDITION AS DEFINED BY THE AISC UNLESS NOTED OTHERWISE. 4. ALL EXPANSION/ADHESIVE ANCHORS SHALL HAVE AN ICC/ICBO REPORT FOR MATERIAL INTO ALL EXPANSION/ADHESIVE ANCHORS SHALL HAVE AN ICC/ICBO REPORT FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. 5. ALL WELDING SHALL BE COMPLETED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING ALL WELDING SHALL BE COMPLETED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN INDEPENDENT TESTING AGENCY. ALL WELDING SHALL BE COMPLETED PER AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDS OR FIELD WELDS SHALL BE SHOWN ON SHOP DRAWINGS.
AutoCAD SHX Text
X
AutoCAD SHX Text
ACI AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE ADD'L ADDITIONAL AISC AMERICAN INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE AB ANCHOR BOLTS ANCHOR BOLTS ARCH ARCHITECTURAL ARCHITECTURAL ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING MATERIAL BTWN BETWEEN BETWEEN BLDG BUILDING BUILDING BLK'G BLOCKING BLOCKING BM BEAM BEAM BOT BOTTOM OF BOTTOM OF BOC BOTTOM OF CONCRETE BOTTOM OF CONCRETE BOS BOTTOM OF STEEL/SLAB BOTTOM OF STEEL/SLAB BRG BEARING BEARING BTB BACK TO BACK BACK TO BACK C STEEL CHANNEL STEEL CHANNEL CANT CANTILEVER CANTILEVER CIP CAST IN PLACE CAST IN PLACE CJ CONTROL JOINT CONTROL JOINT CL CENTERLINE CENTERLINE CLR CLEAR OR CLEARANCE CLEAR OR CLEARANCE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONTR CONTRACTOR CONTRACTOR DEMO DEMOLISH DEMOLISH DET DETAIL DETAIL DIA OR DIAMETER DIM DIMENSION DIMENSION DJ DOUBLE JOIST DOUBLE JOIST DBL DOUBLE DOUBLE DWG DRAWING DRAWING EA EACH EACH EF EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT EL OR ELEV ELEVATION ELEVATION EMBED EMBEDMENT EMBEDMENT ENG ENGINEER ENGINEER EQ EQUAL EQUAL EW EACH WAY EACH WAY EXIST OR (E) EXISTING EXISTING EXP EXPANSION EXPANSION EXT EXTERIOR EXTERIOR FDN FOUNDATION FOUNDATION FF FINISH FLOOR FINISH FLOOR FLR FLOOR FLOOR FIN FINISH FINISH FTG FOOTING FOOTING FV FIELD VERIFY FIELD VERIFY GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GEN GENERAL GENERAL GWB GYPSUM WALL BOARD GYPSUM WALL BOARD HSA HEADED STUD ANCHOR HEADED STUD ANCHOR HORIZ HORIZONTAL HORIZONTAL HSS HOLLOW STRUCT STEEL HOLLOW STRUCT STEEL IBC INT'L BUILDING CODE INT'L BUILDING CODE INT INTERIORINTERIOR
AutoCAD SHX Text
L STEEL ANGLE STEEL ANGLE LG LIGHT GAUGE LIGHT GAUGE LONG LONGITUDINAL LONGITUDINAL LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MEZZ MEZZANINE MEZZANINE MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS M MOMENT MOMENT MTL METAL METAL NO OR # NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OWJ OPEN WEB JOIST OPEN WEB JOIST PAR PARALLEL PARALLEL PERP PERPENDICULAR PERPENDICULAR PEMB PRE-ENGINEERED METAL BUILDING PRE-ENGINEERED METAL BUILDING PL PLATE PLATE PREFAB PREFABRICATED PREFABRICATED PRELIM PRELIMINARY PRELIMINARY PT PRESSURE TREATED PRESSURE TREATED PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT REF REFERENCE REFERENCE REINF REINFORCEMENT REINFORCEMENT REQ'D REQUIRED REQUIRED REV REVISION/REVISED REVISION/REVISED SCHED SCHEDULE SCHEDULE SHTHG SHEATHING SIM SIMILAR SIMILAR SOG SLAB ON GROUND SLAB ON GROUND SPA SPACE, SPACING SPACE, SPACING SPEC SPECIFICATION(S) SPECIFICATION(S) SQ SQUARE SQUARE STIFF STIFFENER STIFFENER STD STANDARD STANDARD STRUCT STRUCTURAL STRUCTURAL SYM SYMMETRICAL SYMMETRICAL T&B TOP AND BOTTOM TOP AND BOTTOM THRU THROUGH THROUGH THK THICK OR THICKNESS THICK OR THICKNESS TO TOP OF TOP OF TOC TOP OF CONCRETE TOP OF CONCRETE TOF TOP OF FOOTING TOP OF FOOTING TOS TOP OF STEEL/SLAB TOP OF STEEL/SLAB TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VERT VERTICAL VERTICAL W/ WITH WITH WF WIDE FLANGE WIDE FLANGE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WP WORK POINT WORK POINT WT WEIGHTWEIGHT
AutoCAD SHX Text
X
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
FXX
AutoCAD SHX Text
FOOTING SYMBOL (REFER TO FOOTING SCHEDULE)
AutoCAD SHX Text
SFXX
AutoCAD SHX Text
SQUARE FOOTING SYMBOL (REFER TO FOOTING SCHEDULE)
AutoCAD SHX Text
SWX
AutoCAD SHX Text
SHEARWALL SYMBOL (REFER TO SHEARWALL SCHEDULE)
AutoCAD SHX Text
HOLDOWN SYMBOL (REFER TO SHEARWALL SCHEDULE)
AutoCAD SHX Text
ELEVATION SYMBOL
AutoCAD SHX Text
ELEVATION NOTED
AutoCAD SHX Text
REVISION SPECIFIED SYMBOL
AutoCAD SHX Text
INDICATES EXTENT OF STRUCTURAL COMPONENTS
AutoCAD SHX Text
DETAIL OR SECTION CUT SYMBOL (DETAIL NUMBER/SHEET NUMBER)
AutoCAD SHX Text
DETAIL OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER)
