APPROVED BLD BLD2024-1090+Architectural_Plan+8.20.2024_10.28.54_AM+4451071STRUCTURAL NOTES
C GI
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. SPECIFICATIONS AND STANDARDS
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
DESIGN LOADS
DEAD LOADS:
ROOF 15 PSF
FLOOR 15 PSF
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.
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.
GENERAL
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
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
BEARING STUD
WALL
NON -BEARING
STUD WALL
SYMBOL
DEFINITION
NATIVE SOIL==�=�=�
GRANULAR FILL
STRUCTURAL STEEL
RATED SHEATHING
SHEAR WALL
(SEE SCHEDULE)
SYMBOL
P
SWX
O
COLUMN MARK
(SEE SCHEDULE)
FOOTING MARK
(SEE SCHEDULE)
HOLDOWN MARK
(SEE SCHEDULE)
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
GP
CLR
PLCS
PSI
CIVIL)
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
PSF
POUNDS PER SQUARE FOOT
COL
P/T
POSTTENSIONED
CONC
PT
PRESSURE TREATED
REINFORCING
CONN
REINF
CONT
CONTINUOUS
REQ'D
REQUIRED
SCHEDULE
SIMILAR
DBL
DOUBLE
DETAIL
SCHED
SIM
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
UNO
FS
FH
FAR SIDE
VFY
VERIFY
FULL HEIGHT
GLUE -LAMINATED BEAM
VIF
VERIFY IN FIELD
GLB
VERT
VERTICAL
City Of Edmonds
Building Department
Work DRY ROT REPAIR
Address 20815 76TH AVE W
------------------------------------
Owner WILLYMA
--------------- ----------------------------
---------------------------------------------
Approved Date: `08/27/ 4
Building Official
Permit Number
BLD2024-1090
--------------------------------
Al.
REPLACE DAMAGED
SHEATHING W/ LIKE
KIND
EXIST 8"0 CONC
COLUMN —/
SECURE BEAM TO
COLUMN W/ EXIST
STRAP & SCREWS
OF LIKE -KIND
REPLACE ROTTED BEAM
EXIST 6x:
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4x12 HF#2 E
PARTIAL MAIN FLOOR FRAMING PLAN
SCALE: 1/2" = V-0"
FOUNDATION PLAN NOTES:
1. CONTRACTOR TO PROVIDE WATERPROOFING AT ALL AREAS OF NEW FRAMING
2. FLOOR SHEATHING SHALL BE REPLACED WITH LIKE KIND WITH 10d COMMON NAILS SPACED
AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT
INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 3.
3. ALL MEMBERS IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER
STRUCTURAL NOTES.
NOTE:
STAGGER SHEATHING AS SHOWN.
INTERMEDIATE
FRAMING MEMBERS
SHEATHING
PANEL, TYP
CONTINUOUS
PANEL EDGES
SUPPORTED
PANEL EDGES
2x OR 3x BLOCKING ONLY IF
BLOCKED DIAPHRAGM IS SPECIFIED
FRAMING MEMBERS
W/ SPACING PER PLAN
`L DIAPHRAGM BOUNDARY
(SHEAR WALL, BEAM, OR DRAG STRUT)
TYPICAL FLOOR/ ROOF SHEATHING DETAIL
SCALE: NTS
NT
)N
EXIST 4x10 HF#2 BEAM
EXIST 4x6 POST BELOW.
SECURE BEAM TO COLUMN
W/ AC POST CAP
EXIST FLOOR JOISTS
EXIST DROPPED
CEILING JOISTS
SIMPSON LUS FACE
MOUNT HANGER
SECTION
SCALE: 1" = V-0"
-$TOP OF Pl'
�ELEV = 28'
AREA OF WORK
-$TOP OF FL
�ELEV = 9'-1
-$TOP OF 0
�ELEV = 7'-1
CONCRETE PILLAR
BOT OF FL
-VI-I
BEAM PER PLAN
2x6 HF#2 LEDGER; ATTACH TO
RIM W/ (3) SIMPSON 1/4" x 3"
SDS SCREW @ 24" OC
PARTIAL BUILDING ELEVATION (SOUTHWEST CORNER
SCALE: 1/4" = V-0"
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
08/20/24
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DESIGN:
BTJ
DRAWN:
JEG
CHECK:
DMT
JOB NO: 24247.10
DATE:
08/20/24
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