HomeMy WebLinkAboutWTR2703530.11HEX NUT AND GALVANIZED
ANCHOR BOLT DIA AS REQ'D
RECESS AS REQ'D
BY EQUIPMENT MANUFACTURER
BY EQUIPMENT
NON -BEARING VOID WITHIN
USE STD 90' HOOK WHERE 40d
METAL BASE TO BE FILLED
STEEL EQUIPMENT BASE
EMBEDMENT IS NOT POSSIBLE
METAL BASE—
WITH NON -SHRINK GROUT
,, � a,
Y4 f /4 NON -SHRINK GROUT
ANCHOR BOLT o'
SEE DETAIL 2/ 0
4'4"fl/4" NON -SHRINK GROUT
.'.. ,..
UNDER ALL BEARING SURFACES
_
-
LEVELING NUT
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AND BOLT HOLES
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°
°
24 --{
-- 2-#5
24 --
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—ANCHOR BOLT MAY BE MIN SIZE
24" -'"
'-
(TYP)
TYP)
2-#5
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o d
ea SHOWN OR LONGER AS REQUIRED
(TYP)
-
1 #5
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° . BY MANUFACTURER
1-#5
1-#5
1'/2"- ° MIN. I` Q o a ° MAY BE PVC SLEEVE OR OTHERWISE BLOCK
CLR a oo d 2- 5 2- 5
o _ FORMED AT CONTRACTORS OPTION # #
.INSIDE DIA ANCHOR BOLT DIA
TOPPING OR OTHER r a L
° z �' ° PLATE OR AS REQUIRED TO KEEP 1-#5 FULL 1-#5 FULL 2-#5 FULL
SURFACE OF FIN FLR ° ~ - VOID AO O ANCHOR BOLT HEIGHT HEIGHT HEIGHT
° a , a UND
° OPENING OVER 2'-0"' OPENING OVER 2'-0' OPENING OVER 6'-0'"
4x6 LONG MIN. REINFORCING BAR
#4 C� 12" EACH a OR LESS IN BUT NOT MORE THAN 6'-0" BUT NOT MORE THAN 12'-0"
FACE UNLESS —` SURFACE ROUGHENED EITHER DIRECTION IN EITHER DIRECTION IN EITHER DIRECTION
OTHERWISE NOTED TO WITHIN 1" OF EDGE CONCRETE EQUIPMENT BASE 2»
STRUCTURAL CONCRETE SLAB WHERE (MIN.) FOR DOOR OPENINGS
OMIT THESE BARS
REQ'D - SEE NOTE NO. 1
NOTES:
EQUPMENT PAD DETAIL 1
SCALE: NTS _ 1. ANCHOR BOLTS SHALL BE SET IN POCKETS, EITHER ANCHOR BOLT DETAIL 2
PIPE OR BLOCKOUTS, AS SHOWN. ANCHOR BOLT
SHALL PENETRATE STRUCTURAL SLAB AS REQUIRED TO SCALE: NTS - TYPICAL CMU WALL OPENING DETAIL 3
MEET MINIMUM EMBEDMENT SPECIFIED. SCALE: NTS C-4
2. DRILLED HOLES WITH ANCHOR BOLTS SET IN NON -
SHRINK GROUT MAY BE USED IN LIEU OF HOOKED
BOLTS. EXPANSION SHELL TYPE BOLTS SHALL NOT
BE USED.
3. ALL PENETRATIONS FOR CONDUIT AND PIPING SHALL BE
WITHIN CONCRETE EQUIPMENT PAD. PAD TO BE
CONFIGURED ACCORDINGLY.
4. ANCHOR BOLTS SHALL BE SIZED FOR THE EQUIPMENT
LOAD PLUS SIESMIC LOADS. (ZONE 3).
Z tL— /-ilVhLt
N
1'-2"
1 1 /2"
(4) 1 /2" DIA EXP. BOLT,
C8x13.75
SS, EDGE DISTANCE &
SPACING PER EXP. BOLT
- MFR'S REQUIREMENTS �- - -
MOUNTING BRACKET TO ° `V
O
ACCOMMODATE 1-1 /2"0 GUARD a
RAIL POST (TYPICAL),
N SEE NOTE 1
0 I► Ii i
°• —
N ..d
.d
° .
3/16
a
, „ 4 1/2„ ANGLE IRON & BOLTS PER a ;a
12„ x12 x3/8 PLATE. TOP • a •
OF PLATE 2" BELOW FF I X/C- ° /
ELEV. O L4x4x1 4xO'-12"
I C8x13.75 °
a' W/ (2) 1 /2" SS EXP. BOLTS
o NOTES: (2) 5/8" DIA BOLTS
I I
1. MOUNTING BRACKET FOR GUARDRAIL - HOLLAENDER MFG CO.
NO. 52 FLANGE OR EQUAL
4- 2. MIN. ' EMBEDMENT FOR EXPANSION BOLTS IS 3-1/2"
PLAN - CHANNEL ATTACHMENT TO CHANNEL ATTACHMENT TO
CONCRETE WALL AT CORNER DETAIL s
CONCRETE WALL SECTION x
SCALE: 1 1 /2"=1'-0" C-5 SCALE: 1 1 /2"=1'-O" C-5
RECORD nnr.H A1=MT NOTE
ROLL UP DOOR a Call
SCALE: NTS c-5 DRAWINGS C-2, C-3, C-5 AND C-7 HAVE SEEN before you
MODIFIED TO REFLECT CONSTRUCTION RECORDS. M
1� U
I ' WORK SHOWN ON THE REMAINING DRAWINGS IS
,r BELIEVED TO HAVE BEEN CONSTRUCTED PER THE
BID DOCUMENTS.
J•
1-800-424-5555
UNDERGROUND SERVICE (USA)
1601 2nd Avenue Suite 1000
Seattle, WA 98101
p. 206.441,18551 f. 206.448.7167
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_ Civil Structural Planning I Survey
REVISION DATE BY APP'D An Engineering Services Company paceengrS com
SKYWAY WATER AND SEWER DISTRICT DATE AUG. 2004 DIMMITT BOOSTER STATION
11909 RENTON AVENUE SOUTH DESIGNED By
SEATTLE, WA. 98178 DRAFTED MTF
(206) 772-1580 CHECKED
SCALE AS SHOWN STRUCTURAL DETAILS, EQUIPMENT
JT
92.00S-4.DWG
SHEET S-4 0