HomeMy WebLinkAbout[10] S101_STRUCTURAL PLANS-Layout11. GROUNDSNOWLOPD
20 PSF
2. WINDSPEED
115 MPH
3. WIND EXPOSURE FACTOR
B
4 SEISMIC DESIGN CATAGORY
B
5. ROOFSNOWLOAD
140 PSF
6. ROOF LNE LOAD
ffiO PSF
]. ROOFCOUATERPL
10.0 PSF
NOTE:
ALL IAM BEAMS, ROOF TRUSSES AND METAL
CONNECTORS SHALL BE DESIGNED AMID CERTIFIED BY
SUPPLIERS LICENSED ENGINEER PRIOR TO FABRICATION
AND INSTALLATION AND CONFORM TO APPLICABLE
CODES. CONTRACTOR SHALL KEEP STAMPED SHOP
DRAWINGS ON FIIE.
III III III III ROOFTO E 24•C0 III
I I I I I III I I I I r II
I'
L L
I I I I I I { I
JU
BEAM Bid Imp INT BEAM BEAPIN
FL =0U4 ROO_ RUSnL OOF�
`F BEAM BEARING Paw I�IF�I BE BEARING POINT WALL EARING
III I I" InIL
1
J
ROOFT ES 24"CC
HEAD R-SUP LIER HE ER -Si
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and local Codes ILAN
City of CeEnteI
�VT�2tB%1C�(1Dlu�
DATE: 04/17/19
I I I I I I I I I I I
I I I I I I I I I I I I
IIIIIIII II 'ilii'il'il
—� 14 NGINIEREDIFL @16. cc
III �J� I I I I I I I
I[ BEAM B I RIN POIF USH B — ALL EA
I +III I I I I I I I 11—IF
BE BEARING OIN IF I B iL �I
I I I I I I I I I I I
0
�--� 14 NGIN ERE LOOM @1 "CC ?I^
I I I I I I I I I I I I -LLI
h ±81
LWLSEI
I I I I I I I I I I
BE BEA
NOTE: I OPEN FOR STN
BEP SFR STA WE LOP GIN ND ED M. BEAM EPRI6
B M
I�BM BI NI al- 14 _I _
FL H BE I I
I I I I I I I I I I I
B9ARINCI POINT OPEN STAIRS R
STAIRS
I I I I I I I I I I I I
I I I I I I I I I
I I I I
14" 2NGINEEREUFLOORQ I6"CCI
IIIIIIIIII '�-I
I I I I I I I I I I I I
Ilillllllllll
I IIIIIIIIIIIIII
DE -SU PLIED
f EADE0 IFYSI EADE
F FLOOR FRAMING PLAN
SCALE: 1/4"=V-0"
POINT
CONTFOOMNG
SEE DETAILS
12"
F FOUNDATION PLAN
SCALE: 1/411=V-0"
gz.
0
U
IY
/
O
U
0
W
om
om
0
W
1/�11
VI
f
Z
NI
W
2
�v°o
f
LU
D
mm
X
WY
J
�jN
-
0
V
co
V
?Q
J
OF
W
W
j J
a
i
w
F.
U
W
_
J
SRS ARCHITECTS INC
200 S RANGELINE RD , #226
CARMEL, INDIANA 46032
PHONE: 317-989-6248
E-MAIL: sshaAe@mitschAesi9Ll.cOm
CERTIFICATION:
RESERVEq EXCEPT FOR USES EXPRESSLY
PERMnTEO IN WRRING.
REV 1: 1 AUG, 2018
REV 2:
SHEET NUMBER:
STRUCTURAL
PLANS
S101