HomeMy WebLinkAbout06110089.10CD
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STUDS PER PLAP
SIMPSON HDQ8 —SDS
HOLDOWN W /(20) —
1 /4 "x3" SCREWS
2x6 BLOCKING
BETWEEN JOISTS
2x6 BOT. PLATE
7/8 "0 ANCHOR BOLT
SECTION �
� -4
SECTION 2
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STUDS PER PLAN
2x6 BOT. PLATE
JOIST SHOES
(2) 2x6 TOP PLATE
STUDS PER PLAI
32 — 16d NAILS
RONG —TIE
BOT. PLATE
-JOIST SHOES
(2) 2x6 TOP PLATE
5/8 "0 THRU —BOLT
TRONG —TIE
32 — 16d NAILS
1' -2"
END VIDE M � 1' 2"
STUDS PER PLAN SIMPSON STRONG —TIE
CS16 W/ 14 — 8d
p NAILS EACH END
(28 TOTAL)
SECTION
°N 3
to
S2.4
to
DN STRONG —TIE
W/ 32 — 16d NAILS
2x6 BOT. PLATE
5/8" 0 ANCHOR BOLT
SECTION a
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5/8" APA RATED STRUCTURAL II
PLYWOOD SHEATHING TO BE
ORIENTED VERT.
8d NAILS ® 4"
ALONG PANEL E
8d NAILS ® 12'
AT PANEL INTEI
8d NAILS ® 4"
ALONG PANEL[
^ ° "ATION
TOP PLATE
3LOCKING
"WOOD JOINTS
ER PLAN
)S ® END
MIN.
#6 x 1" DRYWALL SCR
® 4" O.C. ALONG PAI
EDGES & INTERIOR
LOOR ELEVATION
2x6 BASE PLAT
;E PLATE
TOP PLATE (2) 2x6 TOP PLAT
dTT22 CONNECTOR 5/8" GYP. BOARD EA. SIDE
BELOW ® ENDS OF TO BE ORIENTED HORIZ.
FLOOR. SEE DETAIL 2/S2.4
BLOCKING
YWOOD JOINTS
JDS PER PLAN
DS ® END
_ MIN.
2x6 BASE PLATE
_ )8 HOLDOWN
CONNECTOR ® ENDS OF WALL
& DOOR JAMBS. SEE DETAIL 1/S2.4
MULTI —STORY PLYWOOD
SHEARWALL FRAMING
#6 x 1" DRYWALL SCF
® 4" O.C. ALONG PA
EDGES & INTERIOR
"ATION
TOP PLATE
ER PLAN
)S ® END OF WALL
BLOCKING
P. BOARD
LOOR ELEVATION
;HOES & BLOCKING
I CS16 STRAP N.S. & F.S.
OF WALL EA. FLOOR.
'AIL 3/S2.4
'ER PLAN
DS ® END OF WALL
BLOCKING
'P. BOARD
2x6 BASE PLATE
F22 HOLDOWN
CONNECTOR ® ENDS OF WALL
& DOOR JAMBS. SEE DETAIL 4/S2.4
MULTI —STORY GYP. BOARD
SHEARWALL FRAMING
618 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x i s a r c h c o m
Scope Drawings
These drawings indicate the general scope of
the project in terms of architectural design
concept, the dimensions of the building,
the major architectural elements and the
type of structural, mechanical and electrical
systems. The drawings do not necessarily
indicate or describe oil work required for
full performance and completion of the
requirements of the contract. On the basis
of the general scope indicated or described,
the trade contractors shall furnish all items
required for the proper execution and
completion of the work.
DRAWN by QS
CHECKED by CPS
DATE issued 17 OCT. 2006
REVISIONS
SCHNEIDER CORP
ASHTON FRIT
8901 OTIS AVENI,
INDIANAPOLIS, IN 4621
(317) 826 -71 C
(317) 826 -72C
STRUCTURAL DESIGN,
INC.
CHUCK SCHAEFER
337 MAIN STREET
BEECH GROVE, IN 46107
(317) 822.0204
(317) 822.0206
VECTOR CONSULTING
BEN DEREMIAH
212 W. 10TH ST.,
SUITE D -395
INDIANAPOLIS, IN 46202
(317) 632.4444
(317) 632.4960
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_ No.
* 870367
�.. STATE OF
" "111, SIONA �►��t;s
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I State Design Release Set
SHEARWALL
FRAMING DETAILS
I
SCALE AS NOTED
i In
S2.4
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