APPROVED BLD RESUB 1 BLD2023-0343+Structural_BASEMENT_PLANs+4.7.2023_11.28.16_AM+3469924I,
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'91 I � , I no . i , __ _' � � 2 -. _^ A CHANNEL TO � `'C'iTE,E� /P?i�:'� I I
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Note: This is a scan of the 1956 architect design foundation plan, which acts as
an AS -BUILT layout to show work for this project. Items in gray scale are
EXISTING.
PROPOSED work is shown in black
DRAWING INTENDED TO BE REVIEWED ELECTRONICALLY AT 100%
MINIMUM.
�I
BASEMENT PLAN
N.T.S.
I I ��
�k -'- -- -
EXISTING JOIST AND
SHEATHING TO REMAIN
iv � i
� �
PROVIDE NEW 2X12 JOIST �
BLOCKING (NAILED TO EXISTING)
EXISTING BLOCKING , �
TO REMAIN - J
N STEEL CHANNEL
EXISTING 6X10 � SHOULD BE TIGHT
BEAM TO REMAIN AGAINST THE JOIST
AND BLOCKING
EXISTING POST TO BE
REMOVED (PROVIDE
TEMP. SHORING AND
JACKING AS REQUIRED)
SECTION 1
REINFORCE EXISTING BEAM
WITH C8X11.5 NEW STEEL
CHANNEL; PROVIDE 5/8" THRU
BOLT AT 12"WITH WASHER
STAGGERED (9/16" MAX. HOLE)
I
I I.
�i I.
EXISTING JOIST AND -
SHEATHING TO REMAIN
I/
� 1
EXISTING BLOCKING / �
TO REMAIN � ,
PROVIDE 7"
MIN.
EMBEDMENT
EXISTING 6X10 -
BEAM TO REMAIN
EXISTING POST AND
CONNECTION TO
REMAIN
PROVIDE (2) 1/2"X6" -
SIMPSON STRONG
BOLT 2 USING
EXISTING BASE PLATE
r
;,
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T� '
_�. - Y
•�g
PROVIDE NEW 2X12 JOIST
BLOCKING (NAILED TO EXISTING)
_�
-
,I
N
STEEL CHANNEL SHOULD BE
--*-
TIGHT AGAINST THE JOIST
AND BLOCKING
REINFORCE EXISTING BEAM
WITH C8X11.5 NEW STEEL
CHANNEL; PROVIDE 5/8" THRU
BOLT AT 12" WITH WASHER
STAGGERED (9/16" MAX. HOLE)
��
pcn:
CUT EXISTING SLAB ON GRADE TO
POUR NEW FOOTING (2500 PSI). re
EXISTING FOOTING SHALL BE s_ce.+
REMOVED. PROVIDE VAPOR BARRIER '
AND SEALANT AS REQUIRED
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3 - #5 E.W
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SECTION 2
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A !Z E� i U 6 r'v" C E r 0 �:
M� � M125 A L �,l�r ['/
D A N F . !1l91 �_ � __ � �'� '
a20 BALL � � .
�/C1.J.d E: � STE 2 N
,/..a titr 5 x ,^
,�dS�M,EJVi r •.:-
_� ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL
MIN. OF MEDIUM DENSE NATIVE SOIL OR�
1 COMPACTED STRUCTURAL FILL (NO SOFT OR i
MATERIALSI. GEOTECHN ICAL ENGINEER MAY E
REQUIRED TO ASSESS EXISTING SOIL CONDRI
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info@b2engineers. com
425-318-7047 (0)
425-318-0031 (C}
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BAUDER
REMODEL
1031 C AVE S,
EDMONDS, WA 98020
DRAWING INFO
ISSU E DATE 11-27-22
ISSUED FOR PERMIT
PROJECT N0. 22273
ENGINEER BB
REVISION SCHEDULE
NO. DATE DESCRIPTION
1 4.7.23 per COE review
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BASEMENT PLAN
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S-1
Copyright b2 Structural Engineers 2008