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r/AK I I/AL r L/-\IN
SCALE: 3/16"=1'-0"
NOTES:
1) ALL CHANNELS AND FITTINGS, STRAPS, FASTENERS AND RELATED ACCESSORIES
SHALL SATISFY THE REQUIREMENTS OF SECTION 05450.
2) ALL MATERIALS SHALL BE HOT DIP GALVANIZED PER SECTION 05450.
N 24 (8/19/05)
DED SEISMIC
PPORT @ DG-331
STEEL PIPE
II ,I
I i 1 I
�i
STEEL ANGLE BRACKET
�B-LINE B3066 OR B3067
OR APPROVED EQUAL
3 /4"o M.B.
ADJUSTABLE HINGE
B-LINE B335-2
OR APPROVED EQUAL
TRANSVERSE BRACE
B-LINE B22 CHANNEL
I' II
OR APPROVED EQUAL
' ---�
ADJUSTABLE HINGE
B-LINE B335-2
OR APPROVED
EQUAL
3/4"0 ADHESIVE
ANCHOR
W/ 5" EMBED,
TYP.
PLAN
r—U BOLT
STEEL PIPE
PIPE ANCHOR, B-LINE B3147B
OR APPROVED EQUAL
TYP
3/8"X3"X3" SQ. WASHER
STEEL ANGLE BRACKET
B-LINE B3066 OR B3067
OR APPROVED EQUAL
SECTION
ADHESIVE ANCHOR
FLEXIBLE RUBBER ROOF JACK _'
SEE DETAIL 1 /S13
}x
Q
x Q
PIPE SIZE
MAX SPACING
BRACKET NO.
ANCHOR BOLT SIZE
EMBEDMENT LENGTHr5/8"
4"
10'-0"
B3066-0
3/4"
5"
8"
12'-0"
B3066-1
3/4"
5"
E4"
10"
12'-0"
B3066-2
3/4"
5"
16"
12'-0"
B3067-3
1"
5"
7 8"
18"
10'-0"
B3067-3
1"
5"
1"
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS
HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION
PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR
COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD
DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE.
SURVEYED: SCALE: AS SHOWN
DESIGNED: DLB VERTICAL: NAVD 1988
DRAWN: Si ONE INCH HORIZONTAL: NAD 1983/1991
CHECKED: DLB
APPROVED: SEM AT FULL SCALE
IF NOT ONE INCH DATUM
RECORD DRAWING 12/05 SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
A B C D E E
PSI SUPPORT (SEISMIC RESTRAINT)
SCALE: 3/4"=1'-O"
STEEL BEAMOPEN WEB STEEL JOIST
CLAMP
ARCH CEILING /
MTL DECKING �/ FLEXIBLE RUBBER
ROOF JACK
STEEL ROD SEALANT BEAD
TYP ROOF JACK DETAI 1
SCALE: 1 "=l'-O" 13 S1
Kennedy/Jenks
Consultants
32001 32nd Avenue South, Suite 100
Federal Way, Washington 98001
C!;
OPEN WEB STEEL JOIST -
ARCH CEILING MTL DECKING
STEEL BEAM CLAMP
B-LINE B3055 0 `-FLEXIBLE RUBBER ROOF JACK
-OR APPROVED EQUAL--------
QUAL SEE DETAIL 1 /S13
- HANGER ROD 3/4"0 MB
-HANGER ROD STIFFENER ADJUSTABLE HINGE
SEE SECTION B B-LINE B335-2
FOR DETAILS OR APPROVED EQUAL
TRANSVERSE BRACE
B-LINE B22 CHANNEL
OR APPROVED EQUAL
1
1 MIN
1 HANGER ROD
TRANSVERSE BRACE CLEVIS HANGER
B-LINE B22 CHANNEL B-LINE B3100
OR APPROVED EQUAL OR APPROVED EQUAL
�- ADJUSTABLE HINGE o
B-LINE B335-2
OR APPROVED EQUAL
PIPE SLEEVE
B-LINE B310OPS
OR APPROVED EQUAL
—CLEVIS HANGER
B LINE B3100
p
3/8"0 U-BOLT
B3188-1 1 /4"
OR APPROVED EQUAL
HANGER ROD
B-LINE B22 CHANNEL
OR APPROVED EQUAL
1 /4"X1-5/8"X3-1 /2"
STEEL PLATE
SECTION
B
SCALE: 3"=1'-0" 13 S1
ADJUSTABLE HINGE
B-LINE B335-2 OR B633
OR APPROVED EQUAL
LONGITUDINAL BRACE
B-LINE 922 CHANNEL
OR APPROVED EQUAL
OR APPROVED EQUAL 4" MAX ° \--160 STEEL PIPE OR SMALLER
PIPE CLAMP
160 STEEL PIPE OR SMALLER
B-LINE B3140 A
OR APPROVED EQUAL
SECTION A
SCALE: 3/4"=l'-O" 13 S1
NOTE: PROVIDE HANGER ROD STIFFENER AND PIPE SLEEVE IF TRANSVERSE OR LONGITUDINAL BRACES OCCUR.
PIPE SIZE
HANGER ROD SIZE
X
MAX HANGER SPACING
MAX BRACES SPACING
MAX BRACE LENGTH
6"
3/4"
28"
10'-0"
20'-0"
9'-5"
8"
3/4"
28"
10'-0"
10'-0"
9'-5"
10"
1 7 8"
33"
10'-0"
10'-0"
9'-5"
- „
7 8„
33„
14"
1"
33"
8'-0"
8'-0"
9'-5"
16"
1"
33"
8' 0"
8'-0"
9 5"
PS2 SUPPORT (SEISMIC RESTRAINT)
SCALE: 3/4"=1'-O"
OPEN WEB STEEL JOIST
3„X3„X3/8„ T/rALL
2-1 /2"0
SO. WASHER THREAD ROD
Ix
TS3X3X1/4 � O1 FLEXIBLE RUBBER ROOF JACK
A SEE DETAIL 1 /S13
1 "0 HANGER ROD
00 a HANGER ROD STIFFENER
`V SEE SECTION B
FOR DETAILS
x
1 MIN
TRANSVERSE BRACE
CIQ B-LINE B22 CHANNEL
+75 OR APPROVED EQUAL
0 ADJUSTABLE HINGE
B-LINE B335-2
_ OR APPROVED EQUAL
PIPE SLEEVE
B-LINE B310OPS
OR APPROVED EQUAL
CLEVIS HANGER
B-LINE B3100
OR APPROVED EQUAL
W=2953E1
160 STEEL PIPE OR SMALLER
OPEN
WEB STEEL JOIST
ARCH
CEILING MTL DECKING
STEEL BEAM CLAMP
B-LINE B3055
OR APPROVED
EQUAL
3/4"0 MB
ADJUSTABLE HINGE
B-LINE B335-2
OR APPROVED
EQUAL
STRUCT MTL DECKING
\�TS
ARCH CEILING MTL DECKING
3X3X1 /4
SECTION C
SCALE: 1 "=1'-O" t1sil
PS3 SUPPORT (SEISMIC RESTRAINT)
SCALE: 3/4"=V-0
CITY OF RENTON DATE:
=■ Plannin Buildin Public Works De
ECONOMIC AND ENGINEERING g/ g/ t. P
SERVICES, INC. PROJECT NO
MAPLEWOOD
10900 NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No
BELLEVUE, WASHINGTON 98005
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL SHT N0.
10
9
8
6
3
2
DEC 2005 1
3-01-358
rlrC SUPPORTS 1 J PLAN, SECTIONS IVIVJ HIVU DETAILS HILJ DWG No. S13
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