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NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
5/8" EXT. PLYWOOD
SHEATHING
TRUSS BRG. EL. PER PLAN
5/8" EXT. PLYWOOD
SHEATHING
BRICK PER ARCH
4' -0"
1
FLOOR DECK PER PLAN
BM PER P
SECTION i
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SEE PLAN
BM PER
\--GYP. BD. PER ARCH.
HURRICANE ANCHOR
EACH TRUSS
STUDS PER PLAN
5/8" EXT. PLYWOOD
SHEATHING
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1/4
TS3x3x 1 /4 CONT.
SECTION 3
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STIFF PL 1/2"
2x8 JOISTS ® 2' -0" —
(LAPPED W/ TRUSSES)
JOIST BRG. EL.
PER PLAN
NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
HURRICANE ANCHOR
EACH TRUSS
(2) 2x4 CONT. ATTACHED TO
ANGLE W/ 3/8 "0 THRU -BOLTS
® 48" O.C.
L7x4x5/16 CONT. (LLV)
1/4 1/3012
NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
LIGHT GAGE CLIP ANGLE
WELD TO BM, NAIL OR SCREW
TO TRUSS BOTTOM CHORD
'—HURRICANE ANCHOR
EACH JOIST
2x8 STUDS
PER PLAN
TRUSS BRG. EL.,,J-,
PER PLAN
TRUSS/BRG. EL.�
PER PLAN
NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
5/8" EXT. PLYWOOD
SHEATHING /
/
2x8 BLOCKING
V /
GYP. BOARD
PER ARCH.
SEE PLAN
SECTION 2
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5/8" EXT. PLYWOOD
SHEATHING
FLOOR DECK PER PLAN
PER PLAN
5/8" EXT. PLYWOOD.
SHEATHING
T /CANOPY
PER ARCH
2x8 RIM PIECE
L3x3x1 /4
1/4 V2 ®12
1/4
BM PER PLAN
1/4
TS3x3x1 /4 CONT:
HURRICANE ANCHOR
EACH TRUSS
GYP. BD. PER ARCH.
STUDS PER PLAN
NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
PL 1/2-
(2) 2x4 CONT. ATTACHED TO
ANGLE W/ 3/8 "0 THRU -BOLTS
® 48" O.C.
L7x4x5/16 CONT.
1/4 1/3012
SECTION a
sz2
BRICK PER ARCH
L5x5x5/1
STUDS PER PLAN
1/2" 0 THRU -BOLTS
® 48" O.C.
2x SILL PLATE
DBL. 2x
BRG. PLATE
EADER PER PLAN
SECTION s
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SEE ARCH.
TRUSS BR
PER PLAN
1j" GYP. CRETE
f-314" PLYWOOD
® 16" O.C.
TRUSS BRG. EL.
PER PLAN
NOTE:
TRUSS DESIGN LOADS
INDICATED ON SHT. S2.3
COORDINATE ALL DIMENSIONS
AND GEOMETRY W/ ARCH.
DWGS. WEB GEOMETRY
BY TRUSS MANUFACTURER.
2 X FRAMING PER
ARCH. DWGS.
2 X 8 RIM PIECE
618 East Market Street
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 necessonly
indicate or describe all 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 CJs
CHECKED by CPS
DATE issued 17 OCT. 2006
REVISIONS
SCHNEIDER CORP
ASHTON FRIT2
8901 OTIS AVENUE
INDIANAPOLIS, IN 4621 e
(317) 826 -710C
(317) 826 -720C
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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