HomeMy WebLinkAbout05050111.2101
al
N
N
r
m
0
W
m
s
a
0
0
a
8
a
0
0
U
F-
O
J
a
NOTE:
"S" & "L" PER SJI, TYP. S � 1/4
UNLESS NOTED i
OTHERWISE
PER PLAN
JOIST PER PLAN (TYP.)
BOLT AS REQUIRED
BY JOIST MANUFACTURER
ROOF DECK PER PLAN
BEAM PER PLAN
TYPICAL JOIST BEARING AT BEAM
sc<.e. NONE 53.2
ROOF DECK PER PLAN
T STL _
PER PLAN
BEAM PER PLAN
SECTION
SCALE: 3/4" = 1' -0"
y
HSS4x21 /2x1 /4 x0' -7" AT
BEAM LOCATIONS ONLY
3/16
3/16
1 --BEAM PER PLAN
DOUBLE ANGLE SHEAR
CONNECTION
BEAM PER PLAN
5
S3.2
V
(DESIGN JOIST FOR MOST CRITICAL CONDITION)
18K SP2 SPECIAL
JOIST LOAD DIAGRAM
SCALE: NONE
—9
S3.2
OA
i
JOIST OR BEAM SPACING PER PLAN
STEEL JOIST OR BEAM I
PER PLAN
FOR OPENINGS 12° AND LARGER )
NOTE : COORDINATE OPENING SIZE WITH MECHANICAL CONTRACTOR.
TYPICAL ROOF OPENING,
SCALE: NONE
ROOF DRAIN,
SEE PLUMBING DRAWINGS
FOR OPENING SIZE AND
LOCATION
° —= = oil
,
% /��
OVERFLOW DRAIN,
SEE PLUMBING DRAWINGS
FOR OPENING SIZE AND
LOCATION
SUPPORT ANGLE
L4x4x� /4TYP. EA. SIDE
TYPICAL
ROOF
DRAIN--SUPPORT.
L4x4x'/4 FRAME
2x4 BRACING
----------------------
2x6 BOTTOM CHORD
it
it
If
I
BLOCKING
EL. PER
I
�
ARCH.
I
(1111
L
BEAM PER PLAN W/ CONT. 2x6
I
AT EACH END OF EVERY
NAILER ANCHORED TO TOP BEAM
--- - - - - -- ----------------
TRUSS IN ADDITION TO
W/ ROWS OF 1 /2"O A325 BOLTS
ROOF
BLOCKING
0 48 O.C. STAGGER ROWS FOR
OPENING
j
FOR OPENINGS 12° AND LARGER )
NOTE : COORDINATE OPENING SIZE WITH MECHANICAL CONTRACTOR.
TYPICAL ROOF OPENING,
SCALE: NONE
ROOF DRAIN,
SEE PLUMBING DRAWINGS
FOR OPENING SIZE AND
LOCATION
° —= = oil
,
% /��
OVERFLOW DRAIN,
SEE PLUMBING DRAWINGS
FOR OPENING SIZE AND
LOCATION
SUPPORT ANGLE
L4x4x� /4TYP. EA. SIDE
TYPICAL
ROOF
DRAIN--SUPPORT.
2 WITH OVERFLOW DRAIN
Sao NO SCALE
2x6 BLOCKING — \\ —BEAM PER PLAN W/ CONT. 2x6
r NAILER ANCHORED TO TOP BEAM
\ / W/ ROWS OF 1/2"0 A325 BOLTS
3 16 0 48" O.C. STAGGER ROWS FOR
3/16 A NET SPACING OF 24" O.C.
_ • SIMPSON H3 ANCHOR AT EACH
(2) #iO TEK SCREWS I1 f
AT EA. CLIP. PROVIDE I END OF EVERY TRUSS IN
SLOTTED CONNECTION ADDITION TO BLOCKING
AT STUD TO ALLOW FOR \\ �.
VERTICAL DEFLECTION. ROOF DECK PER PLAN
\` 4
SEE NOTE 1 `�
0 _ T STL
PER PLAN
BLOCKING BETWEEN ®i
EACH STUD BELOW �e
SLOTTED CONNECTION / I ®�
HSS4x21 /2x1 /4 AT 3/16
BEAM LOCATIONS
ONLY \__ BEAM PER PLAN
1/4 CONT. BENTE
SEE 12A/S3.3 1 DOUBLE ANGLE SHEAR
j CONNECTION
I
NOTE: —BEAM PER PLAN
1. 14 GA. FAST CLIP BY DIETRICH OR ENGINEER APPROVED EQUAL.
ATTACHMENT PER MANUFACTURERS SPECIFICATIONS CLIP
ATTACHMENT TO TRANSFER 3001b LOAD INTO SHEAR WALL.
SECTION s
SCALE: 3/4" = 1' -0" S3.2
I 1 I 1 LI UL
15' -0"
28' -1 OV
10' -0'
(DESIGN JOIST FOR MOST CRITICAL CONDITION)
18K SP3 SPECIAL
NOTE: WELD THROUGH e-9y
MULTIPLE SHEETS AT
ALL END AND SIDE LAPS.
END LAPS SHALL OCCUR
ONLY AT SUPPORT POINTS.
METAL ROOF
DECK - MINIMUM THREE SPAN CONDITION.
TYPICAL ROOF DECK
WELDING PATTERN
SCALE: N07
3
S3.2
�1Yp k
2,
0
� J�ISTEIyE FK sl
T SPAQ FA,ZLAP
E
1 1/2" WIDE RIB, 22 GAGE
Q Q
I I I 1GV ru Ut-
-0" 1 6' -3"
}-- 51 -0"
38' -5)�
(DESIGN JOIST FOR MOST CRITICAL CONDITION)
24K SP1 SPECIAL
JOIST LOAD DIAGRAM
SCALE: NONE
15' -0"
S3.2
10d NAILS 0 6" O.C.
PREMANUFACTURED--\
WOOD TRUSS
ROOF SHEATHING
PER PLAN
12
6
3
2x6 TOP CHORD BLOCKING
CUT TOPS FLUSH W/ ROOF
SLOPE
16 GA SLIP TRACK
FASCIA
PER ARCH.
2x4 BRACING
2x6 BOTTOM CHORD
BLOCKING
EL. PER
ARCH.
SIMPSON H3 ANCHOR
BEAM PER PLAN W/ CONT. 2x6
AT EACH END OF EVERY
NAILER ANCHORED TO TOP BEAM
TRUSS IN ADDITION TO
W/ ROWS OF 1 /2"O A325 BOLTS
BLOCKING
0 48 O.C. STAGGER ROWS FOR
A NET SPACING OF 24" O.C.
3 16
3/16
TRUSS BRG
1/4 CONT. BENTE
SEE 12A/S3.3
SEE NOTE 2
J /BRG
0
PER PLAN
(2) - #10 TEK'SCREWS AT EACH CLIP.
PROVIDE SLOTTED CONNECTION AT STUD
TO ALLOW FOR VERTICAL DEFLECTION,
BOLT AS REQ'D
BLOCKING BETWEEN EACH STUD
BY JOIST
BELOW SLOTTED CONNECTION
MANUFACTURER
16 GA. 6" METAL STUDS 016" O.C.
BEAM PER PLAN
SHEATHING PER SCHEDULE
Lvl"�_SHEATH
I NG PER ARCH. JOIST PER PLAN
NOTES:
1. ROOF SLOPE OF 11:12 AT SIM.
2. 14 GA. FAST CLIP BY DIETRICH
OR ENGINEER APPROVED EQUAL.
ATTACHMENT PER MANUFACTURERS SPECIFICATIONS CLIP
ATTACHMENT TO TRANSFER
3001b LOAD INTO SHEAR WALL.
SECTION
SCALE: 3/4" = 1' -0"
S3.2
�OPQ
7
S3.2
B
i 345 PLF LL
i
C
P = 90db
i
115 PLF LL
I
(DESIGN JOIST FOR MOST CRITICAL CONDITION)
18K SP1 SPECIAL
SCALE: NONE
345 PLF LL
(DESIGN JOIST FOR MOST CRITICAL CONDITION)
24K SP2 &,,SP3 SPECIAL
SCALE: NONE
4
12
S3.2
' Architects
Consultants
Engineers
dERICAN
)NSULTING,
1C.
SHADELAND STATION
iIANAPOLIS, IN 46256-3917
1475580 317543.0270
ght (C) 2005 — American Cane ltlnq. Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
N0.
�E10404247
"M OF
..
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��U m INN
3.3; -n5
CERTIFIED BY
DATE- 3/31/05
DRAWN BY, DCM
CHECKED BY- ABZ
ISSUED FOR- DATE
ACE PROJECT IN2004.0948
TITLE -
SECTIONS AND
DETAILS
S3.2