HomeMy WebLinkAboutWTR2703488_3 H S i
TYP. 1/4"
2" STD STEEL PIPE RAILS Y"0 RB HOOK FOR LIFELINE $16727
ATTACHMENT. 2 CL RADIUS. TYP j'GISTZ$�
3'-0" CLR CONTINUOUS, TYP. AT EACH VERTICAL POST. toxat,
LOWER LANDING PLATFORM SWING GATE 6'-0" O.C. SPACING, TYP HANDRAIL POST '
GATE LATCH W /il
/4" TYP SIGNED. 04123110
LOCK HASP 2" RADIUS AT Ys"x4" PL TOE /4"
END OF RUN " BOARD, CONT. TYP. AN
1 -11 1�4 arr
i I GATE HINGE, TYP 2.
SPRING TO CLOSE. MAX 1/4" TYP'
42" PL 6x6xY2". CENTER
POST ON PLATE 44672
IST
i DOME ROOF PLATEtaxnr.
SIDE PLATE, WALKING
r
TYP OF 2 SURFACE 1/4" CLR
HINGE, TYP z F TO ROOF 2" XX-STRONG GALV SIGNED: 04/23/f0
I
OF 3 STEEL PIPE POSTS, TV
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Al �, - �-------- -_—_ -
TOE BOARD, SEE SEE ROOF ATTACHMENT DETAIL
5'-4Y2" I ATTACHMENT DETAIL. HANDRAIL ROOF ATTACHMENT
-- -- --- TWO-RAIL HANDRAIL rB
1
NOT TO SCALE S01
t DOOR
� NT
12'-0" 6" TYP
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LOCK TAB, TYP O 2, SEE ef_A3\�
a DETAILS THIS SHEET
E V_
5'-4y" 4'-10Y"
NOTES: � �/�
ROOF VENT TO BE NEW-IN 24"0 1. CONTRACTOR SHALL REMOVE AND 0
3'-6"
j ALUMINUM CLOG-RESISTANT DISPOSE OF EXISTING VENT. O � J
VENT OR APPROVED EQUAL. 2. ALL BOLTS TO BE STAINLESS STEEL SECURE WITH LOCKING
HINGED COVER, 3'-0" LENGTHS MECHANISM
" WITH Y" GAP BETWEEN COVERS N W
4,�" j C4x5.4 CHANNEL, EA SIDE. w 0
TYP J
VANDAL SHIELD ELEVATION A 2'-0" UNISTRUT 0 6'-0" O.C. " SST BOLT TYP EAMAX AS
a
y• = 1'-0" S01 SECURE AND
TO TANEQUIRED TOK. END OF UNISTRUT
SUPPORT, TYP.
` ALUMINUM VENT BODY O a A
NOTE: ALL CABLE
ALUMINUM PLATE TRAY COMPONENTS r�
„ RESERVOIR SHELL TO BE COATED PER
18 MIN " SPECIFICATIONS
DOOR FRAMING Y NEOPRENE PAD BETWEEN -- - �
M AND STEEL PLATES C3x5xO'-2" 0 6'-0"
" EXISTING STEEL O.C. (TYP) SEAL,
TYP `■/ V
2 VENT BODY RESERVOIR ROOF
CLIMB PREVENTION
SHIELD DOOR 2" CABLE TRAY E
1/4" TYP ROOF VENT o
NOT TO SCALE S01
2"
--I 1 = 1 -0 S01
- - - - Y2"O HOLE FOR
PADLOCK
2"
1/2" ENGINEERS
CLIMB PREVENTION PLANNER S
SHIELD DOOR
SCIENTISTS
SHIELD LOCK TAB DETAIL SHIELD LOCK TAB PLAN NOTES:
A2 A3 RH2 ENGINEERING,INC.
SO
1. ALL ADJACENT COMPONENTS OF CLIMB PREVENTION SHIELD http://www.rh2.com
0 COVER (INCLUDING ATTACHMENT BRACKETS, LOCK TAB, AND
" mailbox0arh2.com 1.800.720.8052
6" = 1'-0" 6 = 1 -0" HINGES) AND ALL ADJACENT COMPONENTS OF CLIMB PREVENTION
SHIELD DOOR (INCLUDING LOCK TAB AND HINGES) SHALL BE GHAM ssos�s.osss
SEAL WELDED AS SHOWN AND AT A MINIMUM WITH CONTINUOUS 454 West
est Horton Road
V FILLET WELDS UNLESS NOTED OTHERWISE. BOTHELL a2ssst SI
12100 NE 195th Street, Suite 100
L2"x2"xYa"x0'-6", TYP OF 6. 2'-10"
2. ALL COMPONENTS TO BE COATED PER SPECIFICATIONS EXCEPT EAST
EXISTING TANK SHELL SST HINGES.
NA 509.886.2900
_ e — 300 Simon Street, Suite 5
�- �- -'— -- — RICHLAND 509.946s181
114 Columbia Point Drive, Suite
3 16" SILVERDALE sso.s7e.79so
3/16"
EXISTING LADDER TYP. 2021 NW Mhyre Rd, Suite 107
TACOMA 2s3s72.a059
621 Pacific Avenue Suite 104
DOOR FACE PLATE, SCALE: SHOWN
STEEL SIDE PLATE, 1'-0" X 02'-10" X 12'-0" X 1/4"
12'-0" X 1/4", TYP. OF 2 KOM
TYP. 3/16 0 1" 29t
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 48 owC No.
L2"x2"xY" FRAMING, CONTINUOUS
AROUND PERIMETER OF SHIELDZ REVISED TO CONFORM ENGINEER:JMC S02
SIDE PLATES AND DOOR. SLOT AT VANDAL SHIELD PLAN Al TYPE 304L STAINLESS STEEL HINGES (TYP OF 3) WITH V TO CONSTRUCTION RECORDS REVIEWED:KLK
HINGE LOCATIONS AS REQUIRED. 2" = 1'-0" SO MIN DIA. PIN, 4" OPEN WIDTH, Y" THICK PLATES. LEAVES • SHEET No.
DATE:OFFSET APPROX h" TO ACCOMMODATE SHIELD BASE AND MAR 22, 2011
DOOR FRAMING. HINGES MUST HAVE 500-LB CAPACITY EA. 03122111 CLIENT: REN 03
HINGES SHALL BE PLACED TO ALLOW 180' DOOR SWING RH2 ENGINEERING I C. DATE 1
WITH MINIMUM HINGE PROFILE WHILE DOOR IS CLOSED. REVISED TO CONFORM TO CONSTRUCTION RECORDS MWB CMR 03/22/11 Joe No.: 109-062 09 k;
NO. REVISION BY REVIEW DATE FILENAME:WHR—D—STROI