HomeMy WebLinkAboutS300Genesis Design, Inc.
5859 Courtyard Crescent
IndianapoGs� Indlana A6234
Telephone: 317 432 8169
djdixon@genesisdeslgnlnc.us
Archltecture
Engineering
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�ECKING PER PIAN. SEE
SHEEf 5000 FOR ATfACHMENT.
ROOF TRUSS PER PWJ. SEE
� ARCH. DWGS. FOR PROFlLE
�
TRUSS BEARING
EL. PER PWJ
BREAK OUT CORE DIVIDERS
AND REWFORCE TOP COURSE
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5301 FOR IYPICAL DEfNLS
INSUUTION. SEE
ARCH. DRAWINGS
WALL BEYONO
GROUT V01� BELOW
FLOOR LINE SOIJ�
1/2" EXPANSION
JOINT MATERIAL
CONC. SIAB PER
CML DRAWINGS
s
s
E
.ry
� SIMPSON "H3" SEISMIC
1'-4" ��•� �, CLIP AT EACH iRUSS
'�•{ �' HILTIZKH EZS/8"x5,1/2�" SCREWS AT
��'• 48" O.C. (3 1/4" MIN. EMBEDMENT IN
'�� � BOND BEAM) COUNTERSINK FLUSH AND
PROVIDE 3x3x3/16 PIATE WASHERS.
8" CMU WALL. REMFORCE
PER PUN
PROVI�E HORROMAL
JOINT REMF. AT 16" O.C.
lAP VERT. WALL REMF.
2'-8" (iYPICAL)
rWNC. SIAB PER RAN
� TOP OF SUB
� EL. 100'-0'
� °V �, TOP OF FOOTING
� � � = EL. PER PWJ
o. �° I . {�4 AT 24' O.C.
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__J . (3)-�5 CONT.
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M 0 n
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
r
City of Carmel
�un��\i lo•rvalMf �'
DATE: 06�� 7�20
2• 0"
�ECTION 4
4"=1'-0" 5300
�ECKING PER PIAN. SEE
SHEEf 5000 FOR ATfACHMENT.
ROOF TRUSS PER PWJ. SEE
ARCH. DWGS. FOR PROFlLE
DAM CORES AND GROUT TOP
COURSE SOLI� (IYPICAL)
1/2" EXPANSION
JOIM MATERIAL
WNC. SIAB PER PIAN
�' TRUSS BEARING ,�
EL. PE�
SEE ARCH. DR/�WINGS FOR
BLOCKING AT TOP OF WALL
6" CMU WALL (UN-REWFORCED)
PROVI�E HORRONTAL
JOINT REMF. AT 16" O.C.
E%TEND DOWELS 2'-8"
ABOVE TOP OF FOOTMG
AND GROUT CORES SOLID
rWNC. SIAB PER RAN
� TOP OF SUB
�.rs-2r- EL 100�_0•
�I, TOP OF FOOTING
�� = EL PER PWJ
� ° � � �4 DOWELS
� AT 24" O.C.
u t . g ''
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• •
M o ,
5"
� _4.
SECTION a7
3/4"=1'-0" 5300
�ECKING PER PIAN. SEE
SHEEf 5000 FOR ATfACHMENT.
ROOF TRUSS PER PWJ. SEE
� ARCH. DWGS. FOR PROFlLE
TRUSS BEARING
EL. PER PWJ
BREAK OUT CORE DIVIDERS
AND REWFORCE TOP COURSE �
wiTH (z)—�s cawT. sEc sHE�
5301 FOR IYPICAL DEfNLS
L6x6x5/I6 x 4'-4" WITH 1/2"4
HILTI KWIK BOLT 3 AT EACH END.
3 1/4" MINIMUM EMBEDMENT
BOND BEAM
8" CMU BON� BEAM WI7H
(2)-�5 CONT. SEE SHEET-
5301 FOR iYPICAL DETNLS
DOOR. SEE ARCH. DRAWINGS
SIMPSON "H3" SEISMIC
CLIP AT EACH iRUSS
(2)-2x8 BEARING PIAIE. ANCHOR WIiH
HILTI KH-EZ 5/8"x 5 1/2" SCREWS AT
-48" O.C. (3 1/4" MIN. EMBEDMENT IN
BOND BEAM) COUNTERSINK FLUSH AND
PROVIDE 3x3x3/16 PIATE WASHERS.
NOIE:
REINFORCE CMU ABOVE
�OOR WRH �5 AT 16� O.C.
8" CMU WALL BEYOND
1/2" EXPANSION
JOIM MATERIAL
�'4 x 2'-0" AT 8" O.C.
CONC. SIAB PER
CML DRAWINGS �
18"
AT 8" O.C. �
/rWNC. SIAB PER PIAN
{ TOP OF SUB
� EL. 100'-0'
� �� �. TOP OF FOOTING
� � = EL. PER PWJ
o. o• I . �4 AT 24' O.C.
o�
o � i
� P� I, �.g. ° -
—,J c3)—Bs caNr.
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M o ,
2._Q.
SECTION 2
3/4"=1'-0" 5300
BREAK OUT CORE DIVIDERS
AND REWFORCE TOP COURSE
wiTH (z)—�s cawT. sEc sHEi
5301 FOR IYPICAL DETNLS
INSUlATION. SEE ARCH.
GROUT V01� BELOW
F�ooR uNE souo
1/2" EXPANSION
JOINT MATERIAL
CONC. SIAB PER
CIVIL DRAWINGS �
�ECKING PER PIAN. SEE
SHEEf 5000 FOR ATfACHMENT.
ROOF TRUSS PER PWJ. SEE
� ARCH. DWGS FOR PROFlLE
TRUSS BEARING ,�
EL. PE�
SIMPSON "H3" SEISMIC
CLIP AT FACH 7RUSS
(2)-2x8 BEARING PIAIE. ANCHOR WITH
HILTI KH-EZ 5/8"x 5 1/2" SCREWS AT
48" O.C. (3 1/4" MIN. EMBEDMENT IN
BOND BEAM) COUNTERSINK FLUSH AND
PROVIDE 3x3x3/16 PIATE WASHERS.
8" CMU WALL. REMFORCE
PER PUN
PROVI�E HORRONTAL
JOINT REMF. AT 16" O.C.
lAP VERT. WALL REMF.
2'-8" (iYPICAL)
SIAB PER PIAN
TOP OF SIAB
� EL. 100'-0`
� °V , TOP OF FOOTING
� � = EL. PER PWJ
o. o• I . �4 AT 24" O.C.
o�
o � i
i� D �i .g �
—,J c3)—Ns caNr.
�• • •
M o ,
5"
2._Q.
SECTION 1
3/4"=1'-0" 5300
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