APPROVED BLD BLD2024-1226+Architectural Plan+9.12.2024_1.34.03_PM+4496896TINGSTAD RES
DENCE,
DRY ROT REPAIR
533 ALDER ST, UNIT Al
EDMONDS, WA 98020
OWNER
ANDREW TINGSTAD
533 ALDER ST, UNIT Al
EDMONDS, WA 98020
LEGAL DESCRIPTION
CONSULTANTS
STRUCTURAL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: MIKE MAECHLER, PE, SE
UNIT 1, BUILDING A, THE MARINER, A CONDOMINIUM, ACCORDING TO THE DECLARATION THEREOF,
RECORDED UNDER SNOHOMISH COUNTY RECORDING NO. 2336723, AND ANY AMENDMENTS
THERETO, SAID UNIT IS LOCATED ON SURVEY MAP AND PLANS FILED IN VOLUME 34 OF
CONDOMINIUMS, PAGES 71 THROUGH 72, INCLUSIVE, AND ANY AMENDMENTS THERETO.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL NUMBER
00639900100100
PROPERTY INFORMATION
TOTAL LOT AREA = 25,400 SQFT
EX BUILDING FOOTPRINT = 9,240 SQFT
PROPOSED BUILDING FOOTPRINT = NOT TO CHANGE
TOTAL IMPERVIOUS SURFACE = NOT TO CHANGE
SCOPE OF WORK
REPAIR EXISTING ROTTED BEAM AT EXISTING CONDO.
NOTE:
SITE PLAN HAS BEEN PREPARED BASED ON
FIELD MEASUREMENTS & COUNTY RECORDS &
IS NOT A SURVEY, PROPERTY LINES ARE
APPROXIMATE. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS & UTILITY LOCATIONS.
Fire rated assemblies shall be maintained or
restored to match or exceed existing
conditions.
City Of Edmonds
Building Department
Work DRY ROT/FRAMING REPAIRS
Address 533 ALDER ST A-1 -
L.........................................................................................................
Owner TINGSTAD
..............................-...................................................................
Approved Date
Building Official
Permit Number
09/24/202'4...............................................
......................................
-------------------------------------
..__..__..__..__..__..__..............................................
cl--
............................................
BLD2024-1226
EXISTING SIDEWALK
EXISTING DRIVEWAY
SITE ALL WORK SUBJECT
"— = 0 TO FIELD
INSPECTION FOR
CODE COMPLIANCE
ALDER ST
APPROVED
PLANS MUST BE
ON JOB SITE
Dayton St Dayton St
Dayton St Dayton St
Dayton St
D
N
7
<
eD
Q
<
N
s
N
Maple St
D
W
_A
n
Alder St D
<
=r
D
<
�
N
N
D
A
N
o�
Beck Ln
D Bec,
N
Walnut St
Walnut St
Kelso Ct °'
Q.
D
�^
Holly Dr
er Cek C
D
ghellabar9re
D
m
fn
N
Howell Way
VICINITY MAP
NTS = PROJECT SITE
10 0 5 10
16
20
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
wOF WAS$
IONAL
011
09/06/24
DESIGN: BTJ
DRAWN: JOS
CHECK: MTM
JOB NO: 24296.10
DATE: 09/06/24
RECEIVED
Sep 19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
a
z
Q
W
I-
N
z
Z
O
WD00
o
�
V
z
w
p
Ld
(n
F
0
o
Q
z
O
W
z
M
o
Low
()
�
SHEET:
S001
STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE GENERAL
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. SPECIFICATIONS AND STANDARDS MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
DESIGN LOADS
CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
DEAD LOADS: OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
ROOF 15 PSF
FLOOR 41 PSF CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
LIVE LOADS:
ROOF (SNOW LOAD) 25 PSF
RESIDENTIAL 40 PSF
STATEMENT OF SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ARE NOT REQUIRED.
SHOP DRAWINGS
SHOP DRAWINGS ARE NOT REQUIRED.
STRUCTURAL STEEL
STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST
EDITION.
WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI.
PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI.
STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE C, RECTANGULAR/SQUARE Fy = 50 KSI,
ROUND Fy = 46 KSI.
STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI.
BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO
ANCHOR BOLTS SHALL CONFORM TO ASTM A307.
CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC
MANUAL OF STEEL CONSTRUCTION.
UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO
WEATHER SHALL BE HOT DIP GALVANIZED.
LUMBER
ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA
GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
SIZE CLASSIFICATION
SPECIES
GRADE
Fb (PSI)
Fc (PSI)
SLEEPERS
DOUG-FIR
STUD
700
-
LIGHT FRAMING (STUDS)
HEM -FIR
STUD
675
800
2x JOISTS AND PLANKS
HEM -FIR
#2
850
-
PLATES AND BLOCKING
HEM -FIR
#2
850
-
6x AND LARGER BEAMS AND
STRINGERS
DOUG-FIR
#2
875
-
4x AND SMALLER BEAMS AND
STRINGERS
HEM -FIR
#2
850
-
ALL POSTS AND TIMBERS
DOUG-FIR
#1
1200
1000
REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS.
UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN
CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY
VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1.
NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD
ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR
WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING
SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES:
NAIL
SHANK 0
MIN LENGTH
8d COMMON
0.1310
2 1/2" SHANK
10d COMMON
0.1480
3" SHANK
12d COMMON
0.1480
3 1/4" SHANK
16d COMMON
0.1620
3 1/2" SHANK
10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING
MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED
WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS
ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS
OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE
SHANK AND THREADED PORTIONS PER NDS 12.1.4.2.
CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG
TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
SCREWS, OR BOLTS IN EACH MEMBER.
INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE
(MINIMUM) AS MEMBERS CONNECTED.
RATED SHEATHING
RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE
IN CONFORMANCE WITH IBC STANDARD 2303.1.5.
EXISTING BUILDING
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
REDESIGN.
CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
LEGEND
DEFINITION
DIRECTION OF
FRAMING
EXTENT OF
FRAMING
COLUMNS
COLUMN BEARING
ON BEAM
BEAM CONTINUOUS
OVER SUPPORT
CONCRETE WALL
SYMBOL
DEFINITION
NATIVE SOIL
GRANULAR FILL
STRUCTURAL STEEL
RATED SHEATHING
SHEAR WALL
(SEE SCHEDULE)
SYMBOL
1_1 1_1
P
SWX
O
COLUMN MARK
(SEE SCHEDULE)
FOOTING MARK
(SEE SCHEDULE)
HOLDOWN MARK
(SEE SCHEDULE)
BEARING STUD
WALL
NON -BEARING
STUD WALL
BEARING STUDVV
SHEAR WALL
HANGER MARK
(SEE SCHEDULE)
FLAG NOTE
(SEE PLAN NOTES)
STEEL MOMENT
FRAME CONN.
O
NON -BEARING
STUD SHEAR WALL
CMU WALL
�V
ABBREVIATIONS
(A)
AB
ABOVE
ANCHOR BOLT
HORIZ
HORIZONTAL
KING POST
KIP
ALT
ARCH
ALTERNATE
ARCHITECT
BELOW
KSI
KIPS PER SQUARE INCH
MECHANICAL
MECH
(B)
MF
MOMENT FRAME
BLKG
BM
BLOCKING
BEAM
BOTTOM
BETWEEN
COMPLETE JOINT PENETRATION
CLEAR
NS
NEAR SIDE
ON CENTER
OPPOSITE
PLATE
PLACES
POUNDS PER SQUARE INCH
OC
BOT
BTWN
OPP
PL
CJP
CLR
PLCS
PSI
CIVIL)
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
PSF
POUNDS PER SQUARE FOOT
COL
P/T
POSTTENSIONED
CONIC
PT
PRESSURE TREATED
REINFORCING
CONN
REINF
CONT
CONTINUOUS
REQ'D
REQUIRED
DBL
DOUBLE
DETAIL
SCHED
SIM
SCHEDULE
SIMILAR
DIET
DIM
EA
DIMENSION
SOG
SLAB ON GRADE
STANDARD
SHEAR WALL
TOP OF CONCRETE
EACH
STD
ELEV
ELEVATION
SW
EXIST
EXISTING
TOC
EXP
EXPANSION
FLOOR
TOS
TOP OF STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
FLR
TOW
FDN
FTG
FOUNDATION
FOOTING
TYP
LINO
FS
FH
FAR SIDE
VFY
VERIFY
FULL HEIGHT
GLUE -LAMINATED BEAM
VIF
VERIFY IN FIELD
VERTICAL
GLB
VERT
Welding performed on -site shall be performed by a
WABO certified welder and be inspected by a qualified
third party inspector.
Provide documents to inspector for any off site welding.
UNIT Al
AT EXISTING ROTTED STUDS,
ADD NEW 2x4 HF STUD —
0.131"0 x 3" NAILS @ 6" OC —
REPLACE EXISTING
DBL PT SILL PLATE —
CONCRETE TOPPING SLAB —
A35 W/ (12) PH6121
SCREWS @ 16" OC, TYP
EA SIDE OF FILLER BLOCK
REMOVE AND REPLACE EXISTING
HANGERS W/ LIKE -KIND
EXIST JOIST PER PLAN J
(2) ROWS OF 5/8" 0 THRU
BOLTS @ 12" OC, STAGGERED
CHANNEL PER PLAN
BEAM PER PLAN
SECTION
SCALE: 1" = V-0"
❑0
v
PARTIAL MAIN FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
UNIT A2
NOTE:
1. CONTRACTOR SHALL BE RESPONSIBLE
FOR TEMPORARY SHORING
2. CONTACT FOR IF ADDITIONAL ROT IS
DISCOVERED
3. PAINT ALL EXISTING SURFACES WHERE
ROT IS REMOVED W/ KILZ OR
EQUIVALENT
APPROXIMATE EXTENT
OF ROT (± 10 1/2" DEEP);
REMOVE AND REPLACE
W/ FILLER BLOCK
N
\
N
2 1/2" MIN.
� CONTACT FOR IF ROT
--- EXTENDS DEEPER
N
\
[V
EXIST TOPPING SLAB & SHEATHING
EXIST JOISTS PER PLAN
+ LN
- THRU BOLTS
PER DET 2
�3/16 )/
N
+ PL 1/4 x 3 x 0'-8" W/
(2) 1/2"0 x 6" LAG
SCREWS, MIN
POST PER PLAN; ATTACH TO EXISTING
POST W/ 5/8" 0 x 7" LAG SCREWS @
SECTION 12" OC, STAGGERED (8 MINIMUM)
PARAPET
ELEV = 20'-0"
_ROOF LEVEL
ELEV = 19'-0"
_$SECOND FLOOR
�ELEV = 9'-2"
_$FIRST FLOOR
�ELEV = 0'-0"
BASEMENT LEVEL
ELEV = 4-2"
2'-0" 0 2'-0"
PARTIAL BUILDING ELEVATION (SOUTHWEST CORNER
4'-0"
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
�1�THI'
� OF WAS$
iJsL��ti
'ZONAL
09/06/24
i
DESIGN: BTJ
DRAWN: JOS
CHECK: MTM
JOB NO: 24296.10
DATE: 09/06/24
(All
Q
RECEIVED
Sep 19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES -V
DEPARTMENT
Z
r
Q
Q
a—
Z
D
Q
V !
W
La
I--
Z
o
0
Z
0C
Uj
Cy)
�--�
�
Q
Q
Ld
cy—
Q��
0
0
Q
H
U
Q
Z
O
v
LL
.,
Z
z
Lo
W
(�
SHEET:
S1.1
SCALE: 1" = V-0"
SCALE: 1/4" = V-0"