HomeMy WebLinkAboutS601PER RAN 6T � Y' PER PUN
ia..s. �a..a. �p..a. �o�_a. �a..a. �a..s.
wi ao risne� � � � � iz�Tiova.wzxw
12]"011T'
TISTL125-0112" H5511X8%318 i H551 8%318 HS512'(8X318
m
m � 'ys m �,F�'4 ' H�, ' }� m b� ' ��. ' '�,
�}6} ss�s+i �� s�s+ s���� 6'rs �'F� s-l-s '�.
� � s i°'a es f'z e`� �ze'�,
TISTL11fi-0" 512%BX318 �
FlEL]VFVTO HS512XBX3!
"" c" �. nssiexexya
FlNISH FLOOR
NOTE
TftU55 VERTICALS. �WGONALS. AND TOP
SURFACE OF BOTTOM CHORD MEMBER SHALL
i BE AESS STEEL PER 5001 NOTE585PECS i
TRUSS T1 ELEVATION
1 va„ _ �,_a„
2 3
9 3•
CONTL6z4x318 RWFOECNPERPLAN
TiSTL EL
� WB%18 '25-0AP'
TRUSS T1 FRAMING PER
PLAN 8 ELEVATIONS
� coNT�sxsxaia coNT�e�sxaie
TIPNGLE
EL 118' 9"
� CONTL6x�918 CONTLferc318 �
IIANGLE QONORETE6LAB
EL1'8'�6ll2" OOMLJxGxi/GE�QEANQ.E � ON�ECKPERPLHN
/ TISLABELVARIES
WBX2B
CONTLax4x114 CONTL4r4xi14
FRAMING SECTION
2 Vz„ _ �,_o„
3 4
Y 6•
SE
C(
A�
CONCRETE PIER SI
PIERSCHEDULE
�ws�n
I
E%ISTING
s¢EnNo
� TISTL EL
iz�ia vr
'I T�ST� E�
125'-0VY
314" COW MN TOP PLATE
i II 1150•
B
Z-6.
9_3.
BEAmI TO WLUMN m10MEVTCONENCT10N �
AT BOTH ENUS OF BEAN
wiz�ae
CONTL0x4x310 -ROOF�EGKPERPIAN
HS512%8X3/8
WBH28 r-
0
Z-6•
��- ��
<< ,r,,� �,a
,ur���; _
4 �
PEDCOR DESIGN GROUP LLC
ArchitecWre / Projec[ Management
355 City Center Drive
Carmel, Intliana 46032
317705.7979 (phone)
31Z7057880 (fax)
TISTL EL Arcnitect:
12T-0a V2^
` ���au�3'.�1.�� i
. �Q�,i � '••�'1
e" v� .
TI9TLEL � ' •' _
� 125-0112' _ ?, PE608902 / 1 : '
n P:, s.are or ,i W�
I �',•,'•o�•N;;•' ?;`
a
O.:r�ONASE�%�`�n
�
I II I I I � P�N d ELEVATIO SPER � I I
COML6x6x3B CONTL6xfiz3/8
iIANGLE
EL 118' 9"
CONTL6r6K310 GONTLBx6x318 �
TIANGLE
EL116'-6112" CONTL4xaKIIdEDGEANGLE CONCRETESNBON
� � DECKPERPLAN
ON L4x4xif4 T�SIABEL115-11116" I
�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•
W1ZX4� WAH28
W12X40
BEAM-TO-COWMN MOMENT
CONENCTIONS AT BOTH EN�S
OFALLIHREEWI2BEAMSAT W1Gx109COLUMNS
THISLEVEL AESSPERS0�18SPECS
W14x109 WLUMNS
i i AESS PER 5001 d SPECS i
L4x4xV4E�GEANGLE
TISLAB EL 115'-0114"
FIEL� V'FVTO MATCH EXISTING
CONCRETE SLAB
ON DECK PER PUN
STEEL BEAM PER PLAN
EXISTIN6PRECAST �
GARAGE STRIICNRE
TO REMAIN
� �
� � �
�
314" GO W MN TOP PLATE
iISTL EL Developer:
""" "'�� P E D C O R
�� �B/GWN
DEVELOPMENT CO.
//� Prolect:
�� �
�^
i �
� �
— m
.� C
EXISTMGPRECAST � W
GARAGESTRUCTIIRE (V
� � M
0
EL • /� �
V2" � r
L.
� O Z
� O �
\ L �
r PRECASTSUPPLIERANDTHBR � }I �
� �ESIGNATE�DESIGNPROFESSIONAL /A
SHALL�ESIGNMO�IFICATIONS \ V�
RE�UIRE�TOEXISTMGGARAGE �
STRUCTUREFORNEWOPENING �
�
TIEXSLABR115-0114' �
(FIEIDV'F1� �
� �
` CONCRETEINFlLLAiCUT O �
INSPANDRELPANEL �
COOR�E%PANSION
JOINT R'pMTS wIARCH'L
covvRicHr a oevneRSHiv or ooc�men.s
CONSTRUCTION
DOCUMENTS
�G �� FRAMING SECTION
ao 0
� 3�4° = 1� 0° Se��1l051i9ate She11l051iB ate
Drawn By Checked By
Author Checker
Last Revision Date:
FOUNDATION SECTION
s sia„ _ �,_o„
Y 6"
� CONTLdi4x318
9'-3" 2'-6"
93�M-TOLOLUMNMOMENTCONENCTION
AT BO-H ENUS OF BEAM
�viz�ao
` ROOF �ECK'ER PIAN
rS �'f I I H551zX0
1N8X2� I I�
, �
TRUSS fl FMMING PER
PLAN 8 ELEVATIONS
li COML6x6x7B CONTLfixfix318
T,ANGLE
EL 118' 9'
CONTL6x6x318
CONTLBr.9x318 �
CONCRETESLHB
IANGLE GOML4x4xif4 � ONDECNPERPLAN
L116'�612" E�GEANGLE TISIABEL116'-0"
W��4� WB%28
� W12X40
BEAM�TO-0OLUMNMOMENT CONTLAv4x11G
CONNECTIONS AT BOTH ENDS
OF ALL THREE W12 8EAM5 AT
i i THISLEVEL
CONTL4K4r11a W�a��09COLUMNS
AESS PER 500185PECS
W14x109 COLUMNS
AESS PER 5001 d SPECS
�,� FRAMING SECTION
� 1/2�� _ �� 0��
PERPoOTINGSCHEDULE ��������
wca�nse FoonNc oePrF
MATCH BIE%FOOTING
v,a+�eeocenNc�e
RooF oECK aEa cu+N
T/STL EL
125'a 112"
� ExPLAVFAIRBUILDING
S1EEL FRAMING PER PLAN STRl1CTJRE TO REM1IAIN
Prqect Number:
TISIAB EL 116'-0"
(FIELDVFYTOMAiCH ��xcx318E�GEANGLE
EXFlNISHFLOOR) � SheetTitle: p/�
TISNBEL116'-�116" � � E%PIAYFAIRBl11lDING STRUCTURFIL
FlELDVFYTOMATCHEXISTING \, � � STRUCTURETOREMAIN SECTIONS
Shee�Number:
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`� ,,,,� i,.�a�i_
DATE: 06�Z4�2O
CONCRETESLAB
ON �ECK PER PLAN
STEELBEAMPERPLAN �
FRAMING SECTION
9 sia„ _ �,_o„
%,,� FRAMING SECTION
`� 112�� _ ��_0��
L4x4x1f4E�GEANGLE �}
ROOFDECK
PER PLAN
STEEL BEAM PER PLAN
S()()1
PER FOOTMG SCHE�ULE
��� FOUNDATION SECTION
� 3l4" = 1' 0"
PER FOOTING SCHEDULE
FOUNDATION SECTION
5 sia„ _ �,_o„