APVD BLD BLD2025-0188+Structural_Plan+2.7.2025_8.43.07_AM+4750753ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
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 13 PSF
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
LIVE LOADS: PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
ROOF (SNOW LOAD) 25 PSF
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
FOUNDATIONS: SPREAD FOOTINGS ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN
ALLOWABLE SOIL PRESSURE
LATERAL EARTH PRESSURE:
UNRESTRAINED:
RESTRAINED:
PASSIVE:
COEFFICIENT OF FRICTION
1500 PSF (ASSUMED)
35 PCF + ANY APPLICABLE SURCHARGE
50 PCF + ANY APPLICABLE SURCHARGE
300 PCF
0.35
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND
AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS
REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE
CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE.
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)
LIGHT FRAMING (STUDS)
HEM -FIR
STUD
675
800
2x JOISTS AND PLANKS
HEM -FIR
#2
850
-
PLATES AND BLOCKING
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 2304.10.2 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.
GALVANIZATION
UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
ACCORDING TO THE FOLLOWING TABLE:
GALVANIZATION
UNTREATED
WOOD
CCA-C
SBX
ACQ-C
ACQ-D
CBA-A
CA-B
OTHER
BORATE
ACZA
OTHER PT
WOOD
G90
X
X
X
G 185
X
X
X
X
X
X
HDG
X
X
X
X
X
X
STT300
X
X
X
X
X
X
X
X
G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA
G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA
HDG = HOT DIP GALVANIZED
SST300 = TYPE 316L STAINLESS STEEL
GLUE -LAMINATED TIMBER
GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD
A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED
BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE
FOLLOWING MINIMUM STANDARDS:
SPAN
COMBINATION
Fb
SIMPLE SPAN BEAMS
24F-V4
2400 PSI
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.
1
WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1
TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j
1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.
1 1
REFER TO 2021 IRC R314 AND R315 FOR MORE 1
INFORMATION.
i
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
SYMBOL
DEFINITION SYMBOL
DIRECTION OF
FRAMING
1W I
NATIVE SOIL iImImImImIr
EXTENT OF
FRAMING
GRANULAR FILL
COLUMNS
STRUCTURAL STEEL
COLUMN BEARING
ON BEAM
RATED SHEATHING
P
BEAM CONTINUOUS
OVER SUPPORT
SHEAR WALL SWX
(SEE SCHEDULE)
0
CONCRETE WALL
COLUMN MARK G�
(SEE SCHEDULE)
BEARING STUD
FOOTING MARK O
WALL
(SEE SCHEDULE)
NON -BEARING
HOLDOWN MARK
STUD WALL
(SEE SCHEDULE)
HANGER MARK
OX
BEARING STUD
SHEAR WALL
(SEE SCHEDULE)
FLAG NOTE
NON -BEARING
STUD SHEAR WALL
(SEE PLAN NOTES)
CMU WALL
STEEL MOMENT
FRAME CONN.
ABBREVIATIONS
(A) ABOVE
AB ANCHOR BOLT
ALT ALTERNATE
ARCH ARCHITECT
(B) BELOW
HORIZ
HORIZONTAL
KP
KING POST
KSI
MECH
KIPS PER SQUARE INCH
MECHANICAL
MF
MOMENT FRAME
BLKG
BLOCKING
BEAM
BOTTOM
BETWEEN
COMPLETE JOINT PENETRATION
CLEAR
NS
OC
NEAR SIDE
BM
ON CENTER
BOT
OPP
OPPOSITE
PLATE
PLACES
POUNDS PER SQUARE INCH
BTWN
PL
CJP
PLCS
PSI
CLR
CMU
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
PSF
POUNDS PER SQUARE FOOT
COL
P/T
POSTTENSIONED
CONC
PT
PRESSURE TREATED
CONN
REINF
REINFORCING
CONT
CONTINUOUS
REQ'D
REQUIRED
DBL DOUBLE
DET DETAIL
SCHED
SIM
SCHEDULE
SIMILAR
DIM
DIMENSION
EACH
SOG
SLAB ON GRADE
EA
STD
STANDARD
ELEV
ELEVATION
SW
TOC
SHEAR WALL
TOP OF CONCRETE
EXIST
EXISTING
EXP
EXPANSION
TOS
TOW
TOP OF STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
FLR
FLOOR
FDN
FOUNDATION
FOOTING
FAR SIDE
FULL HEIGHT
GLUE -LAMINATED BEAM
TYP
LINO
FTG
FS
VFY
VIF
VERIFY
FH
VERIFY IN FIELD
GLB
VERT
VERTICAL
City Of Edmonds
Building Department
Work ADD BEAM - REMOVE WALL
Address 1026 WALNUT
Owner STEELE
Approved Date 2/14/2025
----------------------- s--------
Building Official
Permit Number BLD2025-0188
RECEIVED
Feb 07 2025
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
01/ 11/ 25
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DESIGN:
ZSH
DRAWN:
JCP
CHECK:
DMT
JOB NO: 24443.10
DATE:
01 / 1 7/25
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250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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NAILS @ 6" OC MATCH SLOPE OF ROOF
DESIGN: ZSH
DRAWN: JCP
CHECK: DMT
EXIST TRUSSES JOB NO: 24443.10
@ 24" OC DATE: 01 / 1 7/25
EXIST ROOF TRUSS �+
PER PLAN, TYP 16d NAILS @ 6" OC
SIMPSON H2.5A Q
TIE AT EA TRUSS BEAM PER PLAN
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ROOF FRAMING PLAN SECTION 0
1 SCALE: 1/4" = V-0" Q
TYPICAL ROOF FRAMING PLAN NOTES: 2'-0" 0 2'-0" 4'-0'
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1. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION. Q
2. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED.
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