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DO 2 -10'
17 1 1/4" 5 1/2" MIN SIZE
N 1 1/6" PLATE PER
� 1 1/B" n PER PUN
N
AM
PER PLAN I `TOS EL = 210
W&10
DETAIL �1
1 1/2" = 1'-O" sot
0
T�
PER PUN
BEM PER PLAN
(4) 3/4" DN A325 -N
BOLTS, NUT, AND WASHER
3/6"
END PUTS
DETAIL �1
3" = 1'-0"
NO1E5. EXISTING CMU WALL
FOR BEAM TO COLUMN MIN SIZE
CONNECTION SEE 4/505ryp 5/18 K PER
PER ASC NSC .
AND
�W6x40, COPE AS
REQUIRED. TP. UNO
w12x26
DETAIL 5
3" = 1'-a" 502
503
3
PILATE
1 1/2" r 1144x1E0x1/V
DETAIL �1
1 1/2" = 1'-0"
BEAM I
PLAN,
DETAIL �1
3" = 1'-0"
COLUMN BASE PLATE �1
1 1/2" = 1'-0" 504
3
SINGLE PLATE BEIM
CONNECTOI
NOTES
1. ALL BOLTS SHALL BE 3/4" DIA M25 -N UNLESS NOTED
OTHERWISE.
2. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS
REQUIRED.
3. COPE BEAM AS REQUIRED.
SINGLE PLATE BEAM
CONNECTION n
1 1/2" = 1'-O" so4
1 1/2"
COPE IF READ
�WCOR
MC SHAPE
SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS
0 BASE Y
PLATE
d d.
PLATE WELD
THICKNESS T SIZE "A"
WB 1
2
1 5/16" 1 1/4"
W10
2
O
Q N
a
3
I
/ OR BOLT DIA IF INDICATED ON PUNS.
a.
PLATE "T"
3. MIN. DISTANCE FROM @ OF TOP BOLT TO A COPE SHALL
d d
L
G
"A"
DISTANCE FROM TOP OF BEAM TO q OF TOP BOLT.
a.
d
4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES
PERPENDICULAR
c
AS REQUIRED.
(4) 1/2" DW ADHESIVE ANCHOR
WITH 3.3x3/B" PLATE WASHQi
VEXISTNG
GVERSIZE Hi
1'-2"
WITH STMDMD HOLES
IN BASE PU
n
SLAB
ELM[
SECTION
COLUMN BASE PLATE �1
1 1/2" = 1'-0" 504
3
SINGLE PLATE BEIM
CONNECTOI
NOTES
1. ALL BOLTS SHALL BE 3/4" DIA M25 -N UNLESS NOTED
OTHERWISE.
2. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS
REQUIRED.
3. COPE BEAM AS REQUIRED.
SINGLE PLATE BEAM
CONNECTION n
1 1/2" = 1'-O" so4
1 1/2"
COPE IF READ
�WCOR
MC SHAPE
SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS
NOMINAL BEAM
DEPTH "D"
NUMBER OF BOLT
ROWS "N'
PLATE WELD
THICKNESS T SIZE "A"
WB 1
2
1 5/16" 1 1/4"
W10
2
5/16" 1/4"
W12
3
5/16" 1/4"
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HER AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORIMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rxam SAS NOTED "°W'P'M" AM CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amDu ilACCESS PLATFORM FALL PROTECTION RENTON
IMPROVEMENTS
sEcarm 56T I now 05/20I5 PIFAsox O PMYFa w��e Planning/Building/Public Warks Dept.
NO. REVISION BY DATE MPR a I�TsoK ACCESS PLATFORM & FALL PROTECTION DETAILS
NOTES:
•N"
ROWS ®
® n o
1. ALL BOLTS SHALL BE 3/4" DIA A325 -N UNLESS NOTED
OTHERWISE.
3" OC
�u
�p
2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN
Z
AS THE TPICAL CONN. INCREASE NUMBER OF ROWS AND
/ OR BOLT DIA IF INDICATED ON PUNS.
�
f
PLATE "T"
3. MIN. DISTANCE FROM @ OF TOP BOLT TO A COPE SHALL
BE 1 1/2". WHERE DEEP COPES ME REOD, INCREASE
BEAM WEB OR
"A"
DISTANCE FROM TOP OF BEAM TO q OF TOP BOLT.
COLUMN FLANGE
OR WEB
4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES
PERPENDICULAR
CONNECTION
AS REQUIRED.
SINGLE PLATE
BEAM
CONNECTION
n
1 1/2"=1'-0"
-
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HER AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORIMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rxam SAS NOTED "°W'P'M" AM CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amDu ilACCESS PLATFORM FALL PROTECTION RENTON
IMPROVEMENTS
sEcarm 56T I now 05/20I5 PIFAsox O PMYFa w��e Planning/Building/Public Warks Dept.
NO. REVISION BY DATE MPR a I�TsoK ACCESS PLATFORM & FALL PROTECTION DETAILS