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NUMBER OR POUNDS
9 qi
DEGREE
�IAMt I ER
P' SLAB DEPRESSION
.B ANCHORBOLT
HIl AIH-HAN�LINGUNIT
HCH AHCHIItCI,-IIHh,-URAL
O. 80110M OF
f BEAM FLANGE WIDTH
F BRACEFRAME
LKG BLOCKING
M F3tAM
N. BOUNDARVNAILING
U F. tlU I I UM UF FUU I ING
OTT BOTTOM
4' tlASt 4'LATE
TWN BETWEEN
FSF COL� FOHM STEEL FRAMING
LH QtAH
L CENTERLWE
MU CUNCHtItMASONRYUNIT
OL COWMN
UNC CUNCHtTE
ON I CON IINUOIIS
IA DIAMETER
IM DIMENSION
L IJtAIJ LOAIJ
tT IJtIAIL
WG DRAWING
WL DOWEL
A tACH
F tACHFACE
L tLtVAIION
LEC tLtCIHICAL
LEV ELEVATOR
N. EDGE NAILING
UU tUGtUFUtCK
US tUGtUFSLAtl
p E�UAL
VUIP tUUIPMENT
W tACH WAV
-) tXI511NG
XP tXPAN510N
XI tXItHIUH
� CUNCHtIECOMPRESSNESTRENGTH
UN FUUNUAIIUN
N r�N�SH,-t�
Lli FLUUH
N. FlELDNAILING
.U.S. FACtUF51UU
.U.W. FACtUFWALL
KMG FHAMING
I FUUI
TG FOOTING
v VIELDSTRESS
�A GAGEORGAUGE
�ALV GALVANILtD
�8 GHAUt BtAM
HIGH
ORIZ HUHIZONTAL
SB HIGH STRENGTH BOLT
1 INCH
IT INItRIOR
I JUINI
KIP KILUI'OUND f1.000 POUNDS)
SP KIPS PER SpUARE FOOT
3 PUUNU
_ �LIVtLUAD
_H LUNG LtG HORIZONTAL
V LUNG LtG VtK IICAL
SH LONG SIDE HORIZONTAL
SV LUNG SIUt VtHI ICAL
U LUW
ONG LONGITUDINAL
iWT LIGHTWEIGHT
B. MACHWEBOLT
IAX MAXIMUM
ItCH MtCHANICAL
IANUF MANUFACTURER
IIN MINIMUM
IIL MtIAL
NUHIH
�� Ntw
IC NUI INCONTRACT
IS NUI IUSCALt
C UNCtNItK
H UPPUSIItHAND
PNG OPENING
C PItCt
CF PUUNDSPERCUBICFOOT
H. PtNIHUUSt
L PLATE
LF POUNDSPERLWEARFOOT
LVWD PLVWOOD
SF POUNDSPERSpUAREFOOT
51 PUUNUSPtHSUUAKtINGH
TDF PRESSURETREADEDDOUGLASFlR
RADIUS
EWF REWFORCING,-MENT,-ED
EpD REpUIRED
SVSTEM
BOLT
DRAWINGS
STRUCTURALDRAWING SYMBOLS
� BRACED FRAME ELEVATION
MASONRV HATCHING � g{tqCED FRAME SVMBOL
51
� �{____BF#_/��� �� ..
STEEL HATCHING I ��
._I_.......,, : _ .......
� MISCELLANEOUSHATCH �- � �
BEAM SPLICE
� I'
CONCRETE HATCHING
BEAM SIZE
—I —I I I NUMBER OF SHEAR STUDS
EARTH HATCHING PER FOOT
� AMOUNTOFBFAMCAMBER
� � [#�c=X�/ .
��
CENTERLMEORGRID HIDDEN ��x x��. ..
- TOP OF STEEL ELEVATION
� PLAN OR DETAIL NUMBER RE�UIRED UNFACTORED
CONNECTION RFACTION (KIPS)-
PLANORDETAILNAME �K����������� SUPERCEDESTABULATEDVALUES
I�
`, `�� �' A1 RE�UIRED UNFACTORED
1 �/I�yy'Y��� CONNECTIONRFACTION(KIPS)-
N#K� SUPERCEDESTABULATEDVALUES
1I8" = 1'-0� H �
�— SCALE OF PLAN OR DETAIL REQUIRED UNFACTORED
'�-���� CONNECTIONRFACTION�KIPS�-
� DETAIL REFERRED TO BV �K � SUPERCEDES TABULATED VAWES
i
sEcnoN cur
� $1�
-. ��--�'-- SHEET DETAIL IS
LOCATED ON = ��
-"-- BEAMTOCOLUMNMOMENT
REVISIONTRIANGLE-NUMBER � - (FULLYRESTRAMED)
1 � INDICATESREVISIONNUMBER H�� CONNECTION-REFERTODETAIL
� ELEVATION MARK BEAM THROUGH BEAM MOMENT
(FULLY RESTRAMED)
�� � � I CONNECTION-REFERTODETAIL
INDICATES CHANGE OF
�� � SLAB ELEVATION
��— COLUMN DESIGNATION
i� �. _ � —�
��e����- BASE PLATE MARK BEAM TO COLUMN MOMENT
H I=� CONN CLTIONE RTE EIR TO DETAIL
�
FOOTING MARK (TOP ELEVATION) I —�
SF#(+X'-X"�� PIERMARK(TOPELEVATION) --::.- BEAMTOCOLUMNKICKER
P# (+X'-X"� - (BELOW�-REFERTODETAIL
H�
BEAM TO SLAB KICKER
�----- (BELOW �- REFER TO DETAIL
X�X ��
I
I
X � >C
+�+
x k LOWER ��! UPPERELEVATION
x X ELEVATION- � BEAMBEARINGONWALL-
�� �� INDICATES STEP IN � REFER TO DETAIL FOR
� T/CONTINUOUS BEAMPOCKETCONDITION
LOWER / � UPPERELEVATION FOOTING
ELEVATION '
� INDICATES STEP IN
T/FOUNDATION WALL
FLOOR SLAB OR ROOF DECK LyJ�__
OPEN OPENING INDICATESCOWMNBEARING
ON CONCRETE FOUNDATION
�� � WALL, GRADE BEAM, OR PIER
�
INDICATES COLUMN FRAMMG
� ATOP BEAM - REFER TO DETAIL
— FLOOR AND/OR ROOF DECK I I
ORIENTATION (DIRECTION OF SPAN)
��
�.
INDICATES DIRECTION OF DECK INDICATES COLUMN FRAMING
EXTENTS.DECKSHALLTERMINATEAT v'"- TOUNDERSIDEOFBEAM-
THEEDGEOFSLABSHOWNONTHE �� REFERTODETAIL
DRAW INGS UNLESS NOTED
OTHERWISE
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j -
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j .
�
21 PSF TAPERMG TO
0 PSF OVER 11'-9"
20 PSF TAPERING TO
OPSFOVER6'-6" - �
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13PSFTAPERMGTO
0 PSF OVER 8'-9"
I
� I I
I— I�—_—_—_—_—_—_—_—_—II_—_—
� ,
j
�—__
� 30 PSF TAPERING TO
0 PSF OVER 8'-6"
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e � I�
�
��
_ I _
26 PSF TAPERMG TO I
OPSFOVERS'-0" .
21 PSF TAPERMG TO
0 PSF OVER 11 -9" —
20 PSF TAPERING TO
0 PSF OVER 6' - 6"
Y. � , A
�
r '
13 PSF TAPERMG TO �
0 PSF OVER 8'-9" -
�1 SNOW DRIFT PLAN
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BANK OF AMERICA
& MERRILL LYNCH
106TH ST. & N. MICHIGAN RD.
CARMEL, IN 46077
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadison Te13124560123
Suite300 Fax 312456.0124
Chiragq IL 60602
Unitetl States
Jones Lang LaSalle
T: 612271.8218
Attn: Patrick Hassett
`'�.. �ale �escriplion
1 08.02.19 ISSUE FOR PERMIT
SeallSignaNre
No. 11800688
STnTE Of
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RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�i
`��¢m�' lamn�Ml1 �
onrE: 12/31/19
3D VIEW — FOR REFERENCE ONLY
NOTES:
�. 3D VIEW IS FOR REFERENCE ONLV - NOT FOR CONSTRUCTION.
REFER TO PLANS, �ETAILS AN� SPECIFICATIONS FOR ACNAL
CONSTRUCTION REQUIREMENTS.
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PEFEPENQ SGLE IN INCXES
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Project Name
CARMEL
EXP 07/3 V20
ProjeclNum6er
21.0352.000
Description
GENRALNOTES,SYMBOLSAND
ABBREVIATIONS
s��e
As indicated
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S��.�2
o zoi e ce�sie�
� 42 PSF TAPERING TO
, OPSFOVERII'-4"