HomeMy WebLinkAboutS-621-LOADING-DIAGRAMS---STRUCTURAL-Rev.1�
d
PC
PB
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E'36Ik
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E ±36k -
Level 4
----- 134,_3��
Level 3
-----122�_����
Level 2
-_-_- 111,_���
Level 1
100'-3"
NOTE
-SHEAR WALL �EPICTION IS SCHEMATIC ONLV
� LOADS SHOWN ARE SEISMIC LOADS (E) PER
IBC 2012
-THESELOA�SREPRESENTTHECONTROLLING
LATERAL LOAD CASE FOR THE SHEAR WALL IN
EACH OF 4 LOCATIONS
GRID 1 AND 8 SHEAR WALL LATERAL LOAD DIAGRAM
3132" =1'-0'
PA A(P�. A.3 PB PC PD
,5.�• I S•-0• I 37.9• 62�_0. 5p_9,
0.06"±021" I�0.05"t0.1]" I�0.05't0.i6' I�002"±0.07' I� �.02"t0.0]' �0.06'tQ21"
� I J
� LEV� EL4
I I I I I � I I I �ev�
I II I I I I I I�
I I I II LEVEL2
I II I I I I I I I � I I�
I� I � I I, LEV,� EL 1
� �� �� �� �, �,i �
T�Y
NORTH•SOUTH DIRECTION
NOTEs
1. MA%IMUMVOLUMECHANGEMOVEMENT5,+=5HORTENING,=LENGTHENING.
2 VOWMECHANGESINDICATEDAREDUETOCREEP,SHRINKAGEANDTHERMALEFFECTS,BASE�ONPCIHANDBOOK,]THE�.MAXIMUM
SEASONAL CLIMATIC CHANGE OF 66°. (�ESIGN AID 6.11.11) AND ]0% RELATIVE Hl1MIDITV (DESIGN AID 6.11 12}
3. USELWEARINTERPOLATIONTODETERMWEVOLUMECHANGEATINTERMEDIATECOLUMNS.
4. �ISPLACEMENTS IN�ICATED HAVE BEEN RE�UCE� BV KI =4, Kt= LS IN ACCOR�ANCE WITH PCI HAN�BOOK, CHAPTER4.
5. %X"±%%^ THE FlRST Nl1MBER INDICATES THE AMOUNT OF CREEP AND SHRINKAGE M WEMENT. THE SECOND NUMBER IN�ICATES THE
FMOUNT OF TEMPERATIIRE CHFNGE MOVEMENT.
VOLUME CHANGE DIAGRAM
vr = r-o^
P4
E! 6k
� --
E'±18k
� --
E'x10k
� - _
E:38k
� - _
- _ �
_ _ _ RooF
149 0•
_ _ LEVELA
134'd'
_ LEVEL 3
122'-11'
_ LEVEL2
111 7•
_ _ LEVELI
100'3'
NOTE:
-SHEAR WALL �EPICTION IS SCHEMATIC ONLV
- LOADS SHOWN ARE SEISMIC LOADS (E) PER
IBC 2012
-THESE LOADS REPRESENT THE CONTROLLING
LATERAL LOA� CASE FOR THE SHEAR WALL
- OPENINGS ARE NOT SHOWN
RELEA5E0 FOR CONSTRUCTION L LATERAL LOAD DIAGRAM
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
y" �n„� ��.�a,�,a'
onrE: 06/11 /20
P2 P3 P4 PS P5.2 P6 P7 P7.1
� I I � I I �
� I I � I I II
� I I I I II
E:±203k I
� Level 4
. - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -134�_3„
i i
� -� - - - - - - - - - i - - - - - - -�- - - - - - - - I - - - - - - - -I - - - - - - - - - - - - 122eV11" `�
� �
E'.±85k \ _ I _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _�_ _ _ _ _ _ _ _T_ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _i��VE��
I I I
� � � �
+ Level 1 J�
_� _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ I _ I_ _ _ _ I _ _ _100'-3" `�
INOTE'. I
- LIGHT wALL �EPICTION IS SCHEMATIC ONLV
-LOA05 SHOWN ARE SEISMIC LOA�S (E) PER
IBC 2012
�THESELOA�SREPRESENTTHECONTROLLING
LATERAL LOAD CASE PoR THE LIGHT WALL IN
EACH OF 2 LOCATIONS
GRID PB & PC LIGHT WALL LATERAL LOAD DIAGRAM
a�aa. _ �._p�.
P1
P2) (P3) (P4) (P5) (P6) (P7
11'-3" I 34'-0' I 48'�0' I 36'�0" I 36'�0" I 36'-0" I 40'-0" I 34'-0' I if'3"
PD
E:xBk
E:x�Bk -
E:x10k
E:tek _ _
0.10"t0.3A"�009"t031"�0.0]"t02d"�0.03"t0.12"�0.01"tO.W"� �001"30.05'�.Od"±0.13" �0.0]"«024" �0.09"t0.32" �0.10"t0.35" LEVEL6
� I J I J I J I J
I I I I
EAST•WEST DIRECTION
NOTES:
1. MAXIMUMVOLUMECHANGEMOVEMENTS+=SHORTENWG,-=LENGTHENING.
2. VOWMECHANGESINDICATEOAREDUETOCREEP.SHRINKAGEAN�THERMPLEFFECTS,BASEDONPCIHANDBOOK,]THED.MAXIMUM
SEASONAL CLIMATIC CHANGE OF 66`, (DESIGN AI� 4.11 11) AN� ]0% RELATIVE Hl1MI01TY (DESIGN AI� d 11 12�.
3. USELMEARINTERPOLATIONTO�ETERMMEVOLUMECHANGEATINTERMEDIATECOLUMNS.
4. �ISPLACEMENTS INDICATED HAVE BEEN REDUCED BV KI = 4, K� =1.5 IN ACCORDANCE WITH PCI HAN�BOOK, CHAPTER 4.
5. X%"xXX"THEFIRSTNOMBERIN�ICATESTHEAMOONTOFCREEPANDSHRINKAGEMOVEMENT. THESECON�NUMBERINDICATESTHE
AMOUNTOFTEMPERATURECHANGEMOVEMENT.
VOLUME CHANGE DIAGRAM
v2. _ �._p�.
P4.8 P5
P4 P4.4
Et3k I ROOF
. --�- --� ---
ias-o
Et9k � -II _ LEVEL6
c - - -
134'3"
E t 5k LEVEL 3
\ - - � - - -I - - -
122 11'
E t 4k LEVEL 2
. -_�_ _-I -_-
111 ]'
_ _ � _ _ _I _ _ _ LEVELI
100'3"
NOTE'.
-SHEAR WALL DEPICTION IS SCHEMATIC ONLV
-LOADS 6HOWN ARE 3EI3MIG LOA�6 (E) PER
IBC 2012
-THESE LOADS REPRESENT THE CONTROLLING
LATERAL LOA� CASE FOR THE SHEAR WALL IN
EACH OF 2 LOCATIONS
-OPENINGSARE NOTSHOWN
GRID PE SHEAR WALL LATERAL LOAD DIAGRAM
a�ae. _ �._p�.
m
LEV�
LEV�
LEV�
TOY
PE
II _ RooF
,Q9,o.
I� _ LEVELG
134'3"
� _ LEVEL3
122'-11"
� _ LEVEL2
111 �"
_ LEVELI
100 3"
NOTE:
-SHEAR WALL �EPICTION IS SCHEMATIC ONLV
-LOA�S SHOWN ARE SEISMIG LOADS (E) PER
IBC 2012
-THESE LOADS REPRESENT THE CONTROLLING
LATERAL LOA� CASE FOR THE SHEAR WALL IN
EACH OF 2 LOCATIONS
- OPENINGS ARE NOT SHOWN
GRID P4.4 & P4.8 SHEAR WALL LATERAL LOAD DIAGRAM
3I3Y =1'-0"
MSKTD
& Associates
ArchitecNre I Engineering I Interior Design
1115 Magnavox Way I 930 Nohh Meridian
Fort Wayne, IN 46804 Intlianapolis, IN 46204
260432.9337 31I.917.1190
www mskitl com
�WGIo
8910 Purdue Rd, Suite 400
Indianapolis, IN 46268
Phone No. 317.735.3349
www.wginacom
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PE103000
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PROJECTNO. DATE
7382 10/11 /2019
REV. DATE
SET DESCRIPTION
BP #4 - Garage /
Bridge
Structural Package
SHEET TITLE
LOADING DIAGRAMS -
STRUCTURAL
SHEETNUMBER
S-621
P4.4 P4.8 P5