APPROVED BLD BLD2024-0153+Architectural_Plan+2.4.2024_3.20.46_PM+4038725STRUCTURAL 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), 2018 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
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
RESIDENTIAL 40 PSF 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
STATEMENT OF SPECIAL INSPECTIONS ONLY WILL NOT SATISFY THIS REQUIREMENT.
SPECIAL INSPECTIONS 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.
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.
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City
Of Edmonds
Building Department
Work
------------------
REMODEL
---
-----------------------------------------------
Address
1027 WALNUT
Owner
______________________ __:
GARDNER-BROWN
--------------
Approved Date
--------------
2/16/2024
-------------
Building Official
Permit Number
BLD2024-0153
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
I I m I m I m I m I r
NATIVE SOIL
FRAMING
EXTENT OF
10GRANULAR FILL
FRAMING
COLUMNS
0 0 STRUCTURAL STEEL
P
COLUMN BEARING
RATED SHEATHING
ON BEAM
0 SHEAR WALL
BEAM CONTINUOUS
OVER SUPPORT
(SEE SCHEDULE)
SWX
COLUMN MARK
CONCRETE WALL
(SEE SCHEDULE)
BEARING STUD
FOOTING MARK
O
WALL
(SEE SCHEDULE)
NON -BEARING
�HOLDOWN MARK
STUD WALL
(SEE SCHEDULE)
BEARING STUDVV
HANGER MARK
O
SHEAR WALL
(SEE SCHEDULE)
NON -BEARING
FLAG NOTE
STUD SHEAR WALL
(SEE PLAN NOTES)
STEEL MOMENT
CMU WALL
�V
FRAME CONN.
ABBREVIATIONS
(A)
AB
ABOVE
ANCHOR BOLT
ALTERNATE
ARCHITECT
HORIZ
HORIZONTAL
KING POST
KIPS PER SQUARE INCH
MECHANICAL
MOMENT FRAME
NEAR SIDE
ON CENTER
KIP
ALT
KSI
ARCH
MECH
(B)
BELOW
MF
BLKG
BLOCKING
BEAM
BOTTOM
BETWEEN
COMPLETE JOINT PENETRATION
CLEAR
NS
BM
OC
BOT
BTWN
CJP
CLR
OPP
OPPOSITE
PLATE
PLACES
POUNDS PER SQUARE INCH
PL
PLCS
PSI
CMU
CONCRETE MASONRY UNIT
PSF
POUNDS PER SQUARE FOOT
COL
COLUMN
P/T
POSTTENSIONED
CONC
CONCRETE
PT
PRESSURE TREATED
REINFORCING
CONN
CONNECTION
REINF
CONT
CONTINUOUS
DOUBLE
REQ'D
REQUIRED
DBL
DET
SCHED
SCHEDULE
SIMILAR
SLAB ON GRADE
STANDARD
SHEAR WALL
TOP OF CONCRETE
DETAIL
SIM
DIM
EA
DIMENSION
SOG
EACH
STD
ELEV
ELEVATION
SW
EXIST
EXISTING
TOC
EXP
FLR
EXPANSION
FLOOR
TOS
TOP OF STEEL
TOP OF WALL
TOW
FDN
FTG
FOUNDATION
FOOTING
FAR SIDE
FULL HEIGHT
GLUE -LAMINATED BEAM
TYP
TYPICAL
LINO
UNLESS NOTED OTHERWISE
FS
FH
VFY
VERIFY
VERIFY IN FIELD
VIF
GLB
VERT
VERTICAL
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09/ A123
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DESIGN: BTJ
DRAWN: JEG
CHECK: CMJ
JOB NO: 22225.10
DATE: 04/ 1 8/23
RECEIVED
Feb 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PARTIAL ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
2'-0" 0 2'-0"
TYPICAL ROOF FRAMING PLAN NOTES:
1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING.
2. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN.
3. REFER TO SHEET S3.1 FOR TYPICAL ROOF FRAMING DETAILS.
4. REFER TO DETAIL 1/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY SHORING EXISTING FRAMING PRIOR TO REMOVING
STRUCTURAL WALLS.
71 6
4'-0"
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09/ I4/ 23
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DESIGN: BTJ
DRAWN: JEG
CHECK: CMJ
JOB NO: 22225.10
DATE: 04/ 1 8/23
RECEIVED
Feb 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ADJACENT NAILS IN A ROW
ARE TO BE DRIVEN FROM
OPPOSITE SIDES, TYP
FOR 2x4 STUDS, PROVIDE SINGLE
ROW OF NAILS STAGGERED EA SIDE
WITH 1 1/2" EDGE DISTANCE. FOR
2x6 STUDS, PROVIDE (2) ROWS OF
NAILS SPACED AT 2 1/2" W/ 1 1/2"
EDGE DISTANCE
9" OC MAX SPACING BETWEEN
ADJACENT NAILS IN A ROW
0.131"0 x 3" NAILS, TYP
(5) STUDS MAX TO
BE USED FOR
BUILT-UP COLUMNS
TYPICAL BUILT-UP STUD COLUMN DETAIL
SCALE: 1" = V-0"
SIMPSON A35 (ONLY
REQUIRED AT EXTERIOR
HEADERS GREATER
THAN 6' SPAN)
(6) 0.131"0 x 3" NAILS
TYPICAL STUDS
NAILING PER TYP
BUILT-UP STUD
COLUMN DETAIL
AT HOLDOWNS: PROVIDE FULL HT
HOLDOWN CHORDS PER HD SCHED.
OTHERWISE: (1) 2x FULL HT
TYPICAL HEADER DETAIL
SCALE: 1" = V-0"
TYP DOUBLE
TOP PLATE
BEAM OR HEADER PER
PLAN AND NOTES
CRIPPLE STUDS PER PLAN
AND COLUMN SCHEDULE
OR STRUCTURAL NOTES
NOTE:
SUPPORTS AT
SOLID POSTS SIM
BEAM PE
AND SCF
SIMPSON LTP4 i
FRAMING Al
EACH SIDE OF
SOLID OR ML
STUD COLUMN PE1. 1 u-m
BEAM
WIDTH,
MIN UNO
PARALLEL TO STUD WALL
JOIST DIRE(
PER PLAN
STUD
WALL
TYPICAL FLUSH BEAM SUPPORT DETAILS
SCALE: 1" = V-0"
M
COLUIVIIV 1 - 1 1
PERPENDICULAR TO STUD WALL
STUD
WALL
EXIST
SECTION
SCALE: 1" = V-0"
EXIST JOISTS
EXIST BEAM
SIMPSON HU FACE
MOUNT HANGER
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09/ 123 1
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DESIGN: BTJ
DRAWN: JEG
CHECK: CMJ
JOB NO: 22225.10
DATE: 04/ 1 8/23
RECEIVED
Feb 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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