HomeMy WebLinkAboutWTR2703214.36HANDRAIL, TYP
02
S05
TOE BOARD
STAIR CONNECTION
A'
S05 ;
CATWALK GRATING
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581.70 --ra --- -- 'IVTOP OF GRATING /r
578.62'
TOP OF
i ! HATCH
577. —, _.------ - - -
TOP ---
GRA .I. G
ACCESS STAIRS, 7
Y" RISE PER STEP.
q SIM
S05
71.97'
SOP OF
^RATING
ii
4"x4" BEARING PLATE. THICKNES`.
= -- ^- AS REQUIRED TO MAINTAII`
--- GRATING ELEVATION. SEAL WELE
1 TO ROOF AND BEAM. TYP OF 2
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If
-- - L2 X2H XY4>I SUPPORT LEGS, TYP
STAIR TREADS A
AND STRINGERS S05
STAIR CONNECTION, A
SIM ` RESERVOIR ROOF
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4 I S05 i �
i
ROOF ACCESS
HATCH 513
S07
`PE7R!V NDRAIL NOT TOE BOAS
ARITY.
STAIR LANDING
. 'RAL STAIRS 516
' NOT SHOWN INTERIOR LADDER S07
LTY
RL
TYF
L2x2xY4"x0'
TOE
RESERVOI
SHEL
ROOF AND INTERIOR LANDING
ELEVATION
0
L2X2X)14" BRACE. WELD TO
BOTTOM FLANGE OF CHANNEL,
EA END.
ACCESS HATCH
OPENING (ABOVE)
!NTERIOR LANDING ACCESS
LADDER
sIDING
JD
502
S05
_AL
BEAM -SHELL 500
�- TOP OF SHELL
S01 BEAM CONNECTION.
•
ROOF EDGE
4'-0"
L2"x2"xY4" BRACE, ' CONTINUOUS
TYP. WELD TO BEAM
CHANNEL TOP FLANGE,
EA END 1.,1
EXTEND FRAME APPROX 8" FOR
STAIR CONNECTION.
C6x8.2 FRAMING FOR STAIR
CONNECTION
✓EL
TION. TYP
SEAM CONNECTION,
TYP. 501
S05
C6X8.
SPIRAL S1
STAINLESS STEEL GRATING
_QUAL TO IKG BORDEN TYPE
NIB 1Y"x3t6" BEARING BARS.
GRATING SPAN
AIL, SEE DWG
NO. S05 FOR DETAIL 02
S05
LANDING SUPPORT
BELOW, TYP
NOTE: SPIRAL STAIRS
AND LANDING NOT
SHOWN FOR CLARITY
W 32
LANDING SUPPORT
POST, TYP OF 6.
27'-0"
7'-4,1
CONTINUOUS BEAM
SEE BEAM CONNECTION
DETAIL THIS SHEET.
DETAILS
514
ROOF VENT
f 5�/
H.
'Inca
16727
GIS
�JTy,
SIONAL
SIGNED: 06 f29 /0 i
CATWALK SUPPORT SIGNED: 06129;01
POST, TYP OF 2 - - --
ROOF ACCESS HATCH
STAIR TREADS
"^
C6X8.2 PLATFORM _
--� SUPPORT BEAM, TYP,
45" BEVEL
CONNECTION, TYP'
i
41,
L2x2xY4" SUPPORT,
THIS END ONLY.
Oct
TYP.
Z
GRATING SPAN, TYP.
ROOF LANDING HANDRAIL
GALVANIZED STEEL GRATING TO BE IKG
BORDEN TYPE W/B OR APPROVED EQUAL.
MIN BEARING BAR SIZE 1Y"x%6". TYP
EXTERIOR ACCESS LANDINGS.
L2X2XY4'° VERTICAL BRACING,
SIM g TYP
77
ROOF LANDING PLAN 1
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HANDRAIL, TYP
I
SEAL,
TYP.
1Y" GRATING
BEAM SUPPORT
PER PLAN ' RH2 ENGINEERING, IN
http:/,',/www.rh2.com
-- mailbox@rh2.com
ni 18007208052
RELLINGHAM OFFICE
360.676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFIc
509.886.2900
300 Simon Street, Suite 5
L2"x2"xY4" SUPPORTS, PORT ORCHARD OFFICE
TYP OF 2 360.876.7960
�_- / 600 Kitsap Street, S"ita ?^':
PL 4x4xY4" TYP OF 2.
WELD TO SHELL.
v -
x
( X n
0
SEAL
TYP
_
-�'
DRAWING IS NOT TO SCALE
�!OT 2" LONG
---------------
STAIR
LANDING
SECTION
PLOT:96
°WG NO
—
3/4"
3 eu_04
ENGINEER: CDW
SO4
REVIEWED: MLM
DATE: SEP 14, 2000
18,
DY KJS 06/08/09 �iEriT-�
-------- -----
BTE MM 10/09/07 Joe No.: 105-049
BY I REVIEW i DATE FILENAME: HAZEN-D-STR04
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REVISED TO CONFORM
C STRU TIO ECORDS
06/08/09
R _'' 'LNGINEERiN INC. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS
ADDENDUM / ISSUED FOR CONSTRUCTION
NO- REVISION
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