APPROVED RESUB1 BLD2023-1107+Structural_PLANS+10.2.2023_8.22.34_PM+3817204FLOOR PLAN GENERAL NOTES
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73'-,7112,"
NO NEW OPENINGS IN THE EXTERIOR
WALLS. REMOVED FROM SCOPE
FOLLOWING SELECTIVE DEMO TO FIND
THAT THERE IS NO PLYWOOD
SHEATHING AT THE EXTERIOR OF THE
RESIDENCE --EXISTING LATERAL
SYSTEM IS UNKNOWN.
U
0 -fib
O�MwBEARING WALL
I/ / � � � � � � � RL (ORANGE)
r
SES
TION
FIRST FLOOR NEW
IF_-1I
L7�j
Es
NEW 4x4 POST OR (3)
2x STUDS. INSTALL
BLKG & (N) FOOTING
BELOW PER 4/S2.0.
HUCQ410-SDS
HANGER
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II
II ;
NEW 5.25x9.5"
LVL BEAM
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— — — L-
_-I-- ='1_--
NEW (3) 2x STUDS IN
(E) WALL. VERIFY (E)
FOOTING BELOW
GARAGE WALL
2x4 TRUSSES
THIS SECTION
FIRST FLOOR DEMO
1'-0" \4,J 1 /4" = 1'-0"
L-
i
2x4 TRUSSES
THIS
SECTION,
CLEAR SPAN
CONFIRM THAT
TRUSSES CLEAR SPAN
THIS AREA. NO
RETROFITS REQUIRED
FOR INTERIOR WALL
REMOVAL AS
HIGHLIGHTED IN
YELLOW
13'-9
TYPICAL REMODEL CONSTRUCTION NOTES:
• CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO
CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY
DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS
OR FIELD CONDITIONS.
• CONTRACTOR MUST FIELD VERIFY & NOTIFY DESIGN TEAM/OWNER OF
EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL LINES THAT MAY
INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION.
STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING
CONDITIONS DUE TO LIMITED AVAILABILITY OF INFORMATION.
• CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER
TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL
ELEMENTS.
• ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR
DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED
PROFESSIONALS AS REQUIRED.
1. ALL NEW FRAMING TO BE MINIMUM GRADE HF #2.
2. LVL BEAMS TO BE VERSALAM 2800, SIMILAR, OR
BETTER.
3. NEW CONCRETE TO BE 2,500 PSI WITH 60 KSI REBAR.
4. ALL CONNECTORS IN CONTACT WITH CONCRETE OR
TREATED WOOD TO BE GALVANIZED OR STAINLESS.
EXISTING (2) 2x8 CEILING
JOISTS FRAMED OVER LIVING
IF SPACE. DO NOT APPEAR
STRUCTURAL BASED ON
EXISTING PLANS AND PHOTOS
PROVIDED. CONTRACTOR TO
FIELD VERIFY
----------------------------- ,
See sheet 6 of 10 in the
structural calculations. The
z NEW 3.5 x 9.5
ceiling joist are to be (2) 2x
LVL BEAM ! material. The calculations show
a 2x6 please verify member size
and ensure that the ceiling joist
are doubled as per structural ;
calculation packet.
---------------------------------
NEW 4x4 POST OR (3) 2x
STUDS IN WALL. SEE NEW CONSTRUCTION
DETAILS 11 & 12/S2.2 FOR
CONNECTION TO (E) RIM EXISTING TO REMAIN
AND NEW FOOTING BELOW
DEMO CEILING T OCATE BEAMS, POSSIBLE
REFRAME CEILING T EMOVE DROPPED CEILING
PONY WALL BELOW RIDGE SITTING
ON BEAM G SUPPORT
RAFTERS.ICEIL CEILING JOISTS OVER TOHE KEYNOTES
KITCHEN SPACE ARE FRAMED INTO
THE TOP OF THE EXISTING WALL
AND ARE NOT CONNECTED TO THE
EXISTING ROOF RAFTERS
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
The following documentation shall be available on =
■
site for the building inspector: ;
-
■
■
xJ COE APPROVED ARCHITECTURAL PLAN SET -
■
x❑ COE APPROVED STRUCTURAL PLAN SET
■
x] COE REVIEWED CALCULATION PACKET
❑ ENERGY CREDIT WORKSHEET
■
❑ SITE PLAN
❑ CIVIL PLAN
■
CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
DKJFT�-7""'
INTEKIOK ARCHITECTURE
103 91st Ave SE, Lake 4254780327
Stevens. WA 98258
www.drift-ia.com
08/31 /2023
HAREZLAK
ENGINEERING
HAREZLAK ENGINEERING
11745 87th Ave. S.
Seattle, WA 98178
PH: 360.224.0627
E: phiI@harezIakenqineerin2=
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BLD2023-1107
REVISION LOG
REV # DATE
STATUS
DPS PERMIT NUMBER:
BNA Project number:
DRAWN BY:
SHEET NAME
SHEET NO.
RESUB
Oct 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DESCRIPTION
FLOOR PLAN
S1.0
Author
0
Scale
1 /4" = 1'-01,
ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS
Architect
Project
HAREZLAK
ENGINEERING
717 DALEY RESIDENCE
STRUCTURAL DETAILS
(N) POST PER PLAN
IN EXISTING STUD
WALL. TOE NAIL TO
(E) BOTTOM PLATE
;E) FRAMING
BELOW POST TO
BE FIELD VERIFIED
(N) AC4Z POST CAP
(N) 4x4 POST
DIRECTLY BELOW
(N) POST ABOVE
(N) 24" SQ x 10" DP
CONC. FTG w/ (3) #4
EW BOTTOM
BEARING SOIL
CONDITIONS PREPARED
BY OTHERS
08/31 /2023
Sheet of
Job No.
Date 08/31 /2023
Engineer PAH
(N) 4x BLKG TO
MATCH WIDTH OF
POST ABOVE; NAIL
THRU ADJACENT
JOIST w/ (3) 16d
TYP.
(N) ABA44Z POST
BASE w/ 1/2"
DIAMETER x 6"
TITEN HD ANCHOR
(E) 2x4 PONY WALL ABOVE,
CONTRACTOR TO RE -USE
EXISTING FRAMING OR
PROVIDE (N) 2x4 PLATE AND
NAIL PLATE TO (N) BEAM w/
10d @ 6" OC. VERIFY AND/OR
INSTALL (N) TOE NAIL
CONNECTIONS BETWEEN
EXISITNG RAFTERS AND (E)
TOP PLATE
(E) (2) 2x8 AND CEILING JOIEE
FRAME INTO NEW BEAM.
PROVIDE LUS28-2 HANGER,
DOUBLE JOIST AND LUS28
HANGER AT TYPICAL CEILING
JOIST
(N) CEILING JOIST TO BE
MIN. 2x6 @ 24" OC w/ LUS
HANGER TO (N) BEAM.
FRAME CEILING JOIST TO
(E) RAFTER w/ (3) 10d EA.
AT BEARING WALL
V) 3.5x9.5 LVL BEAM PER
'LAN. BEARING
LOCATIONS BEYOND,
PER PLAN
NOTE:
1. CONTRACTOR TO PROVIDE SHORING FOR
UNSUPPORTED ROOF SECTIONS DURING NEW BEAM
INSTALLATION.
S2.0
11745 87th AVE S. SEATTLE, WA 98178 360.224.0627
HAREZLAK
ENGINEERING
Architect
Project _
717 DALEY RESIDENCE
STRUCTURAL DETAILS
(N) POST IN WALL
ABOVE PER P
(E) FLOOR
FRAMING
CANTILEVERS
FOUNDATION
BELOW
(N) BLKG TO FILL
WIDTH OF WALL A
x DEPTH OF EXIST
FLOOR JOIST w/ (3
NAILS TO EXISTINI
JOIST
PT 4X4 POST BELC
SEE 12/S2.1 FOI
FOUNDATION
CONNECTION
NOTE:
1. ADDITIONAL WATERPROOFING, WRAPPING,
DRAINAGE FOR POST AND STRUCTURE BY OTHERS
Sheet of
Job No.
Date 08/31 /2023
Engineer PAH
(N) PC4Z POST
CAP FROM (N)
POST BELOW
TO (N) RIM AND
BLKG ABOVE.
#3 TIES @ 6" O.C.;
(2) AT TOP
(4) #4 VERT.
NOTES:
FASTEN ALL SIMPSON HARDWARE PER MFR. SPEC.
44 POST PROVIDE%" O x 6" EXPANSION BOLT
08/31 /2023
POST PER PLAN
SIMPSON ABA POST
BASE w/ EXPANSION
BOLT PER MFR.
%" CHAMFER PLINTH EDGES
T/ PLINTH
z
T/ GRADE
VARIES
B/ FTG.�
24" SQ. x 10"
DEEP w/ (3) #4
BOTTOM
S2ml
11745 87th AVE S. SEATTLE, WA 98178 360.224.0627