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WO
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W
0
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0
a
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SEE PLAN BEAM BEYOND
3/I STIFFENER
I EACH SIDE
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I 1 L -
1 i i BEAM - PER PLAN
I I 1
1/2 CAP PLATE
I I 1
(4) 140 A325 BOLTS
+ I +
I
COLUMN -PER PLAN
1 1
� I
I 1
+ I I
I 1
i 1 i
BEAM PER PLAN
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--------------------
L6x4016 (LLH)
SECTION
TYPICAL MOMENT
CONNECTION 2
SCALE: NONE
4`�T.3
SCALE: NONE
�3_
PREMANUFACTURED
WOOD TRUSS
ROOF SHEATHING
PER PLAN
1014'
I
I
3
I
S3.4
12
61
3/16
1
L5x3xt /4 x 0' -6" (LLH)
�
SIMPSON H3 ANCHOR
1
3/16 3 -12 1
1
1
1 3/16
AT EACH END OF EVERY
1/n
L6x3 •� x6/16 1
+ 1
TRUSS ADDITION TO
CONT• (LLH) i
1 �,
HSS12x6x is BEAM
N
BLOCKING
i
I I
B STL s
i r
ROOF DECK
110'- On
PER PLAN
i
I
I
i
—12
--------
- - - - -- -- - - -- T STL
1
1
1
PER PLAN
I
� I
1
1
L—BEAM PER PLAN W/ CONT. 2x6
L6x4x1 /2 x 1' -0" (LLH)
COLUMN PER PLAN
SEE 3/S3.3 FOR BEAM
NAILER ANCHORED TO TOP BEAM
TO BEAM CONNECTION
W/ 2 ROWS OF 1/2"0 A325 BOLTS
3/16 1
I
0 48" O.C. STAGGER ROWS FOR
I
1
A NET SPACING OF 24" O.C.
1
SECTION
6
SECTION
r7
SCALE: NONE
S3.3
SCALE: NONE
53.3
te
SECTION
SCALE: 3/4"= 1' -0"
W6x15
PIGGYBACK
BEAMS
PER PLAN
NOTE: SECURE ROOF FRAMING TO BEAMS
PER 4/S3.3 AND 5/S3.3
W6x15
PIGGYBACK
BEAMS
PER PLAN
S3.3
3/16
SECTION
SCALE: 3/4" = V -0"
1/4 CONT. BENTS
BEAM PER PLAN
PREMANUFACTURED -
WOOD TRUSS
SIMPSON H3 ANCHOR —
AT EACH END OF EVERY
TRUSS IN ADDITION TO
BLOCKING
BEAM PER PLAN --
W/ 2 ROWS OF 1/2 NO A325 BOLTS
0 48" Q.C. STAGGER ROWS FOR
A NET SPACING OF 24" O.C.
SECTION,
SCALE: NONE
THING PER SCHEDULE
ROOF DECK
PER PLAN
- - - - - -- 4 T /STL ..
BEAM PER PLAN W/ CONT. 2x6
NAILER ANCHORED TO TOP BEAM
W/ 2 ROWS OF 112"0 A325 BOLTS
0 48" G.C. STAGGER ROWS FOR
A NET SPACING OF 24" O.C.
S3.3
8"
BEAM
IER PLAN
SCALE: NONE
4r4" 7)'� 4 1/4 CONT. BENT E
B
PLAN
.12
S3.3
PREMANUFACTURED -
WOOD TRUSS
2x6 BLOCKING
SIMPSON H3 ANCHOR —
AT EACH END OF EVERY
TRUSS IN ADDITION TO
BLOCKING
ADDITIONAL WEB ANGLES
TO NEAREST BOTTOM CHORD
PANEL POINT PER JOIST
MANUFACTURER'S
RECOMMENDATIONS
SECTION
SCALE: NONE
L4x4A8 x 0' -8"
3/16 3 -12
L6 x3112 x6/16
CONT. (LLH)
B /STL
Y 111' -8"
3 -12
L4x4x3 /8 x 0' -8 "—%
3/16
SECTION
SCALE: NONE
10d NAILS 0 6" O.C.
PREMANUFACTURED
WOOD TRUSS
ROOF SHEATHING
PER PLAN
6
FASCIA---' 16 GA. SLIP
SHEATHING PER SCHEDULE PER ARCH. TRACK
ELEVATION
BEAM PER PLAN W/ CONT. 2x6 PER ARCH.
NAILER ANCHORED TO TOP BEAM
W/ 2 ROWS OF 1/2"0 A325 BOLTS AT) EA CLIP. PROVE
DE
0 SCREWS 8 O.C. STAGGER ROWS FOR SLOTTED CONNECTION
A NET SPACING OF 24" O.C. AT STUD TO ALLOW FOR
VERTICAL DEFLECTION.
3/16SS BRG
NOTE 1
T STL
PER PLAN
BL /
BLOCKING BETWEEN)
31 6
EACH STUD BELOW
SLOTTED CONNECTION
SEE 3/S3.3 FOR BEAM
TO BEAM CONNECTION
16 GA. 6" METAL
STUDS 016" O.C.
ROOF DECK PER PLAN
SHEATHING PER
—JOIST /BEAM PER PLAN SCHEDULE
4
S3.3
�-4-i
3/16
1 I
1 1
1
HSS12x6x6/16 BEAM
PROVIDE 1/4 GAP BETWEEN
BEAM AND COLUMN
i 1
3/16
3/16
; 1 I
I 1
1V0" i I 3/,"
�4
1 1
COLUMN PER PLAN
R 1
I 1 I
1 i
9
S3.3
3
2x6 TOP CHORD BLOCKING
CUT TOPS FLUSH W/ ROOF
SLOPE
2x4 BRACING
2x6 BOTTOM CHORD
BLOCKING
SIMPSON H3 ANCHOR
AT EACH END OF EVERY
TRUSS IN ADDITION TO
BLOCKING
`— ROOF DECK
1/4 CONT. BENTFf (SEE 12 B / S3.3)
BEAM PER PLAN W/ CONT. 2x6
NAILER ANCHORED TO TOP BEAM
W/ 2 ROWS OF 112 "0 A325 BOLTS
0 48" O.C. STAGGER ROWS FOR
A NET SPACING OF 24" O.C.
SHEATHING PER ARCH.
NOTE 1: 14 GA. FAST CLIP BY DIETRICH OR ENGINEER APPROVED EQUAL.
ATTACHMENT PER MANUFACTURERS SPECIFICATIONS. CLIP
ATTACHMENT TO TRANSFER 300" LOAD INTO SHEAR WALL,
SECTION 5
SCALE: NONE 53.3
L4x4x1/4 BRACE. 3/16 2" MIN.
SEE PLAN FOR 3/16 2" MIN.
LOCATIONS
WELD AS SHOWN
AT HSS COLUMN. 1
USE 3/16° FILLET + 1
AT W — COLUMN. ; L4x4x1 /4x 1' -0" FRAMING
PER PLAN
COLUMN PER PLAN
L NOTE:
INSTALL BRACE AT 45° ANGLE
TO FRAMING MEMBER, U.N.O.
COLUMN LATERAL BRACE DETAIL / lo
-
SCALE: NONE 53.3
6r"' Architects
q �r az�
s Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
3175475580 317543.0270
Copyright (C) 2005 — Amerlcon Con=lting, Ina
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
No.
PE10404247.
mm OP
3. �• os
CERTIFIED BY
DATE, 3/3b05
DRAWN BY- DCM
CHECKED BY- ABZ
ISSUED FOR- DATE -
ACE PROJECT IN2004.0948
TITLE
SECTIONS AND
DETAILS
S3.3