APPROVED BLD2024-0570+Architectural_Plan+5.1.2024_8.13.07_AM+4229119STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
ALL WORK ECT 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
TO FIELD 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.
NSPECTION FOR
ROOF 15PSF
FLOOR 15 PSF CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
LIVE LOADS:
DE M P L I A N E ROOF (SNOW LOAD) 25 PSF CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
COCLASSROOMS 40 PSF ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
CORRIDORS ABOVE FIRST FLOOR 100 PSF ONLY WILL NOT SATISFY THIS REQUIREMENT.
ROOF DECK 60 PSF
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
STATEMENT OF SPECIAL INSPECTIONS 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
SPECIAL INSPECTIONS ARE NOT REQUIRED. ENGINEER.
APPROVED
PLANS MUST BE
ON JOB SITE
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 #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
0.13101
2 1/2" SHANK
10d COMMON
0.14801
3" SHANK
12d COMMON
0.14801
3 1/4" SHANK
16d COMMON
0.16201
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
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.
LEGEND
DEFINITION
SYMBOL DEFINITION
SYMBOL
DIRECTION OF
NATIVE SOIL==�=�=�
FRAMING
EXTENT OF
GRANULAR FILL
FRAMING
COLUMNS
STRUCTURAL STEEL
P
COLUMN BEARING
RATED SHEATHING
ON BEAM
BEAM CONTINUOUS
SHEAR WALL
OVER SUPPORT
(SEE SCHEDULE)
SWX
COLUMN MARK
G�I`
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)
FLAG NOTE
NON -BEARING
STUD SHEAR WALL
(SEE PLAN NOTES)
CMU WALL
STEEL MOMENT
/ —
�V
FRAME CONN.
ABBREVIATIONS
(A)
AB
ABOVE
ANCHOR BOLT
HORIZ
HORIZONTAL
KING POST
KP
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
CMU
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
DET
DOUBLE
DETAIL
SCHED
SIM
DIM
EA
DIMENSION
SOG
SLAB ON GRADE
STANDARD
SHEAR WALL
TOP OF CONCRETE
EACH
STD
ELEV
ELEVATION
EXISTING
SW
EXIST
TOC
EXP
FLR
EXPANSION
FLOOR
TOS
TOP OF STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
TOW
FDN
FTG
FOUNDATION
FOOTING
FAR SIDE
FULL HEIGHT
GLUE -LAMINATED BEAM
TYP
UNO
FS
VFY
VERIFY
FH
VIF
VERIFY IN FIELD
GLB
VERT
VERTICAL
City Of Edmonds
Building Department
Work DRYROT REPAIR
Address 1233 OLYMPIC VIEW DR
•---------------------------------------------------
Owner BLOOM EARLY ED. CTR
--------------------------
Approved Date 05/22/2024
Building Official ErI &
Permit Number BLD2024-0570
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
04/12/24
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JOB NO: 24082.10
DATE:
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250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
SISTER NEW 2x12 HF#2 TO EXIST JOISTS PER DETAIL 2/S3.1 AT AREA OF ROT REPAIR PHONE (425) 778-8500
FAX (425) 778-5536
APPROXIMATE AREA OF DRY ROT, TYP; REPLACE EXIST FRAMING W/ LIKE KIND
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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 45901 �¢sZ
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250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
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SCALE: 1/4" = 1'-0"
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REPLACE EXIST RIM
WITH LIKE KIND
(4) 8d NAILS MINIMUM
@ EA CONNECTION, TYP
(2) ROWS OF 8d NAILS @ 12"
OC STAGGERED
EXIST BRICK VENEER
BEAM PER PLAN
SECTION
SCALE: 1" = V-0"
NOTE:
ALL MEMBERS OF SOFFIT
ARE 2x4 HF#2 UNO.
REPLACE EXIST SHEATHING WITH
LIKE KIND AT EXTENTS OF ROT
SISTER NEW
2x12 HF#2
ONTO EXIST
JOIST PER
DETAIL 2
EXIST JOIST TO REMAIN.
PROVIDE TEMP SUPPORT
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TEMPORARY 2x12 HF#2 BRACE @ 48" OC
A35 CLIP EA SIDE
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(2) 1/4"0 x 6" LAG SCREWS @ EA STUD
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TEMPORARY 412 HF#2 BEAM
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TEMPORARY 46 POST (3) TOTAL EVENLY SPACED
AT J O I ST
A35 CLIP, EA SIDE
BLOCK (3) BAYS @ 48"
OC. ATTACH TO JOISTS
W/ A35 CLIPS EA SIDE
SECTION
SCALE: 1" = V-0"
4'-0"
EXISTING PARAPET;
REPLACE WITH LIKE
KIND AS REQUIRED
EXISTING PLATES;
REPLACE W/ LIKE -KIND
EXISTING SHEATHING;
REPLACE WITH LIKE
KIND AS REQUIRED
EXIST JOIST
SECTION A -A
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8d NAILS @ 8d NAILS @ 12" OC 8d NAILS @
3" OC 3" OC
EXISTING ROOF JOIST PER
PLAN; SISTER 1 3/4" x 14" LVL
NOTE:
2x OR 3x BLOCKING ONLY IF
STAGGER SHEATHING AS SHOWN.
BLOCKED DIAPHRAGM IS SPECIFIED
FRAMING MEMBERS
INTERMEDIATE
W/ SPACING PER PLAN
FRAMING MEMBERS
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SHEATHING
PANEL, TYP
REPLACE SHEATHING WITH LIKE
KIND AT EXTENTS OF ROT
CONTINUOUS
PANEL EDGES
ADJACENT NAILS IN A
REPLACE EXISTING BLOCKING
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DRIVEN FROM
OPPOSITE SIDES, TYP
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EXIST 8" CMU
SUPPORTED
WALL SECTION
PANEL EDGES
REPLACE EXIST JOIST
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REPLACE DBL PLATE
WITH LIKE KIND
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@ 48" OC
(SHEAR WALL, BEAM, OR DRAG STRUT)
SECTION
SCALE: 1" = V-0"
TYPICAL FLOOR/ ROOF SHEATHING DETAIL
SCALE: NTS
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"
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
04/12/24
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DRAWN:
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JOB NO: 24082.10
DATE:
04/1 2/24
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CITY OF EDMONDS
DEVELOPMENT SERVIC�
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