APPROVED BLD2024-0094+STRUCTURAL PLANS+1.22.2024_4.57.03_PM+4013549The following documentation shall be available on
site for the building inspector: r
■
■ ❑ COE APPROVED ARCHITECTURAL PLAN SET
■
❑ COE APPROVED STRUCTURAL PLAN SET
❑ COE REVIEWED CALCULATION PACKET
■ ■❑ ENERGY CREDIT WORKSHEET
■- ❑ SITE PLAN
■ ❑ CIVIL PLAN
-❑
�❑ 1
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
1
STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE TYPICAL FRAMING NOTES
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 1. BEARING WALL FRAMING
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO.
DESIGN LOADS REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS.
HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO.
DEAD LOADS:
ROOF 15 PSF COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT
CALLED OUT OTHERWISE SHALL BE TWO STUDS.
LIVE LOADS:
ROOF (SNOW LOAD) 25 PSF 2. WALL BASE PLATE ON CONCRETE
STATEMENT OF SPECIAL INSPECTIONS
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 11.1.3.
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 2303.1.4.
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
CANTILEVER OR MULTI -SPAN BEAMS
24F-V8
2400 PSI
WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS,
BOLT PLATES OR SILLS TO CONCRETE WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM
EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER
PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF EITHER END
TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR
BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS.
3. ROOF AND FLOOR FRAMING
PROVIDE 1 1/2" BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INSTALL
DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING
PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS.
LE1]Ie1a:1:1/-04Ll/■►/_1111►10
ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE
PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING
FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS.
THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH
FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE.
5. ALLOWABLE STUD AND PLATE PENETRATIONS
CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN
EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING
PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN
NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE.
6. GYPSUM WALLBOARD NAILING
ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS
OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED
OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE
WALL.
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 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 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.
REVIEWED
BY
CITY OF EDMONDS
Type III A construction shall utilize a non combustible materials
with the exception of Fire Retardant Lumber IBC 602.3. New
exterior framing materials shall be Fire Retardant Treated.
LEGEND
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DIRECTION OF
FRAMING
NATIVE SOIL
GRANULAR FILL
I I mI mI mI mI I
— — — — —
EXTENT OF
FRAMING
COLUMNS
STRUCTURAL STEEL
COLUMN BEARING
ON BEAM
RATED SHEATHING
P
BEAM CONTINUOUS
OVER SUPPORT
0
SHEAR WALL
(SEE SCHEDULE)
SWX
CONCRETE WALL
COLUMN MARK
(SEE SCHEDULE)
BEARING STUD
FOOTING MARK
O
WALL
(SEE SCHEDULE)
NON -BEARING
HOLDOWN MARK
STUD WALL
(SEE SCHEDULE)
BEARING STUD
HANGER MARK
SHEAR WALL
(SEE SCHEDULE)
O
NON -BEARING
FLAG NOTE
STUD SHEAR WALL
(SEE PLAN NOTES)
CMU WALL
STEEL MOMENT
FRAME CONN.
�VA_
ABBREVIATIONS
(A)
ABOVE
ANCHOR BOLT
ALTERNATE
ARCHITECT
BELOW
BLOCKING
HORIZ HORIZONTAL
AB
ALT
KP
KING POST
KIPS PER SQUARE INCH
KSI
ARCH
(B)
BLKG
MECH
MECHANICAL
MOMENT FRAME
NEAR SIDE
MF
NS
BM
BEAM
BOTTOM
OC
ON CENTER
BOT
OPP
OPPOSITE
BTWN
BETWEEN
COMPLETE JOINT PENETRATION
PL
PLATE
PLACES
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
CJP
PLCS
CLR
CMU
CLEAR
CONCRETE MASONRY UNIT
PSI
PSF
COL
COLUMN
P/T
POST TENSIONED
CONIC
CONCRETE
PT
PRESSURE TREATED
CONN
CONNECTION
CONTINUOUS
REINF
REINFORCING
REQUIRED
CONT
REQ'D
DBL
DIET
DOUBLE
DETAIL
SCHED SCHEDULE
SIM SIMILAR
DIM
DIMENSION
EACH
SOG SLAB ON GRADE
STD STANDARD
EA
ELEV
ELEVATION
SW
SHEAR WALL
EXIST
EXISTING
EXPANSION
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
EXP
FLR
FLOOR
FOUNDATION
FDN
FTG
FS
FOOTING
FAR SIDE
FULL HEIGHT
GLUE -LAMINATED BEAM
UNO
UNLESS NOTED OTHERWISE
VERIFY
VFY
FH
GLB
VIF VERIFY IN FIELD
VERT VERTICAL
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
01 / 22124
011
DESIGN: DMT
DRAWN: JOS
CHECK: DMT
JOB NO: 22036.10
DATE: 01 /22/24
BLD2024-0094
RECEIVED
Jan 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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MAIN FLOOR FRAMING PLAN
1 SCALE: 1/4" = V-0"
TYPICAL FRAMING PLAN NOTES: 5'-0" 0 5'-0" 10'-0"
1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING.
2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR
WINDOW HEADER.
3. ROOF SHEATHING SHALL BE 7/16" PI 24/16 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM
BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS
INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO
DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING.
4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 48 HF#2 WHERE MAXIMUM
SPAN = 5'-5".
5. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN.
6. REFER TO SHEET S4.1 FOR TYPICAL ROOF FRAMING DETAILS.
7. REFER TO DETAIL 3/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS.
8. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER
BEAMS.
9. ALL DIAPHRAGMS UNBLOCKED UNO.
10. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS
CARRIED BY A BEAM BELOW.
11. NEW WALLS SHALL BE SHEATHED WITH 15/32" APA-RATED PLYWOOD. FASTEN TO STUDS WITH 8d NAILS @ 6"
OC AT ALL PANEL EDGES AND 12" OC IN -FIELD.
UPPER FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
SHEAR WALL SCHEDULE
APA-RATED
MIN FRAMING AT
SHEAR WALL
RIM JOIST OR
SILL PLATE NAILING TO
SILL PLATE ANCHOR
FOUNDATION
SHEAR
TYPE
SHEATHING
ADJOINING PANEL
NAILING
BLOCK CONN TO
RIM/BLKG
BOLT TO SLAB OR
SILL PLATE SIZE
CAPACITY
EDGES (SEE NOTE 5)
AT PANEL EDGES
TOP PLATE
FOUNDATION
(PLF)
BELOW
15/32"
2x STUD
0.131"0 x 2 1/2"
LTP4 OR A35
0.131"0 x 3" @
5/8"0 AB
SW6
ONE SIDE
AND BLKG
@ 6" OC
@ 24" OC
6" OC
@ 5'-0" OC
2x
242
15/32"
2x STUD
0.131"0 x 2 1/2"
LTP4 OR A35
0.131"0 x 3" @
5/8"0 AB
SW4
ONE SIDE
AND BLKG
@ 4" OC
@ 20" OC
4" OC
@ 4'-0" OC
2x
350
15/32"
(2) 2x STUD AND
0.131"0 x 2 1/2"
LTP4 OR A35
0.131"0 x 3" @
5/8"0 AB
SW3
ONE SIDE
2x FLAT BLKG
@ 3" OC
@ 15" OC
3" OC
@ 3'-0" OC
2x
455
15/32"
3x STUD AND
0.131"0 x 2 1/2"
LTP4 OR A35
0.131"0 x 3" @
5/8"0 AB
SW2
ONE SIDE
2x FLAT BLKG
@ 2" OC
@ 12" OC
2.5" OC
@ 2'-6" OC
2x
595
15/32"
(2) 2x STUD
0.131"0 x 2 1/2"
LTP4 OR A35
0.131"0 x 3" @
5/8"0 AB
2SW4
BOTH SIDES
AND BLKG
@ 4" OC
@ 10" OC
2" OC
@ 2'-0" OC
2x
706
15/32"
(2) 2x STUD
0.131"0 x 2 1/2"
LTP4 OR A35
0.131 x 3"
5/8"0 AB
2SW3
BOTH SIDES
AND BLKG
@ 3" OC
@ 7.5" OC
@ 1.5" OC
@ 1'-6" OC
2x
910
15/32"
3x STUD
0.131"0 x 2 1/2"
LTP4 OR A35
0.131 x 3"
5/8"0 AB
2SW2
BOTH SIDES
AND BLKG
@ 2" OC
@ 6" OC
@ 1.5" OC
@ 1'-0" OC
2x
1190
NOTES:
1. REFER TO THE TYPICAL SHEAR WALL DETAIL.
2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING.
3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT.
4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING
SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED.
5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"
0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC,
2SW3 = (2) 0.131" 0 @ 1.5" OC.
6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE.
7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM.
8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER
SHALL BE WITHIN 1/2" OF SHEATHED EDGE.
FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT.
9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL.
10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG
DIMENSION ACROSS STUDS.
5'-0" 0 5'-0"
7(b
10'-0"
&47N E: NTS
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
01 / 22124
oll
DESIGN: DMT
DRAWN: JOS
CHECK: DMT
JOB NO: 22036.10
DATE: 01 /22/24
BLD2024-0094
RECEIVED
Jan 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT Z
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OF PANEL JOINT AS REQUIRED
PER SHEAR WALL SCHED
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I•I 1
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PHONE (425) 778-8500
FRAMING MEMBERS
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FAX (425) 778-5536
INTERMEDIATE
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FRAMING MEMBERS
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SHEATHING
N,
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PANEL, TYP
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-
-
ADJACENT NAILS IN A ROW
HOLDOWN CHORDS, TYP
CONTINUOUSNAILS
PANELEDGES -I
TI
ADJA ENT IN A
I I 1
1 1
ROW ARE TO E
INTERMEDIATE
I I I I I I
I I
DRIVEN FROM
NAILING @ 12" OC
I I I I
I
I I
I
OPPOSITE SIDES, TYP
SHEATHING PER PLAN AND
SHEAR WALL SCHEDULE
HOLDOWN CHORD PER
SCHEDULE. REFER TO
TYPICAL BUILT-UP
COLUMN DETAIL
ADDITIONAL END STUD
IF REQUIRED TO
PROVIDE COUNTERSINK
FOR HOLDOWN BOLTS
HOLDOWN ANCHORAGE
PER PLAN AND SCHEDULE
II _ z_ II II II II
II II
CONCRETE FOOTING -1 I I —III- A' 1-1 I L -1 I I-1 I C 1-1 I C
OR P/T SLAB AB SIZE AND SPACING
PER PLAN AND SHEAR
WALL SCHEDULE, TYP
NOTES:
1. REFER TO STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION.
2. FOR SHEAR WALLS WHERE NO HOLDOWNS
ARE SPECIFIED THE FIRST AB SHALL BE
LOCATED NOT MORE THAN V-0" AND NOT
LESS THAN (7) BOLT DIAMETERS FROM END
OF WALL.
TYPICAL SHEAR WALL DETAIL
SCALE: 3/4" = 1'-0"
1/2" TO
SHEATHED EDGE
PANELEDGE
NAILING PER SHEAR
WALL SCHED
PLATE WASHER
PER SHEAR
WALL SCHED
SUPPORTED
PANEL EDGES
II II I II II II II
_JL_J�
DIAPHRAGM BOUNDARY
(SHEAR WALL, BEAM, OR DRAG STRUT)
TYPICAL FLOOR/ ROOF SHEATHING DETAIL
SCALE: NTS
2 1/4" END
DISTANCE, TYP
(2) ROWS OF (8) 0.131"0 x 3"
NAILS @ 3" OC EA SIDE OF
SPLICE AND (2) @ 9" OC
ELSEWHERE W/ 1 1/2" EDGE
DISTANCE 3" OC
\ SPACING
II
II
II
II TOPCHORD
J
I I SPLICE
AT LOCATIONS WHERE IT IS NOT POSSIBLE
BOTTOM
TO INSTALL THE SPECIFIED 0.131" 0
CHORD
SPLICE NAILS, THE CONTRACTOR SHALL
SPLICE
SECTION A -A
I INSTALL SIMPSON CS20 STRAPS EA SIDE
OF WALL AT SPLICE. INSTALL EA STRAP
SCALE: 1 1/2" = V-0"
W/ (12) 10d AT EA END. WHERE BOTH
PLATES ARE CUT, INSTALL CS20 STRAPS
AT EA PLATE AND EA SIDE OF THE WALL.
6'-0" MIN BETWEEN SPLICES
SPLICES TO OCCUR AT
CENTER OF VERTICAL STUDS 0
TOP CHORD SPLICE RnTTnnn CHnRn CPI icF
TYPICAL TOP PLATE SPLICE DETAIL
SCALE: 1" = 1'-0"
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" = 1'-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"
EDGE NAILING PER PLAN
AND SHEAR WALL
SCHEDULE OR
STRUCTURAL NOTES, TYP
0.131"0 x 3"
NAILS @ 9" OC
(2) ROWS OF 0.131" 0 x 3"
NAILS @ 9" OC
STUD WALL PER
FRAMING PLAN
NOTES, TYP
EDGE NAILING PER PLAN
AND SHEAR WALL
SCHEDULE OR
STRUCTURAL NOTES, TYP
SHEATHING (OR GWB) AND
NAILING PER PLAN AND SHEAR
WALL SCHEDULE OR
STRUCTURAL NOTES, TYP
TYP DOUBLE
TOP PLATE
BEAM OR HEADER PER
PLAN AND NOTES
CRIPPLE STUDS PER PLAN
AND COLUMN SCHEDULE OR
STRUCTURAL NOTES
A. CORNER INTERSECTION B.'T' INTERSECTION
TYPICAL WALL INTERSECTION DETAIL
SCALE: 1" = V-0"
2x6 STUD @ 2x4 CROSS WALL
2x8 STUD @ 2x6 CROSS WALL
EDGE NAILING PER PLAN AND
SHEAR WALL SCHEDULE OR
STRUCTURAL NOTES, TYP
0.131"0 x 3"
NAILS @ 9" OC
STUD WALL PER FRAMING
PLAN NOTES, TYP
SHEATHING (OR GWB) AND
NAILING PER PLAN AND SHEAR
WALL SCHEDULE OR
STRUCTURAL NOTES, TYP
15 M WA
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JOB NO: 22036.10
DATE:
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BLD2024-0094
RECEIVED
Jan 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DIAPHRAGM BOUNDARY
NAILING PER ROOF
FRAMING PLAN NOTES
FULL DEPTH BLI<G RIPPED
TO MATCH SLOPE OF ROOF
PROVIDE BOUNDARY NAILING
AT TOP, 8d NAILS @ 6" OC
SHEATHING AND NAILING PER
PLAN AND STRUCTURAL NOTES
ROOF SHEATHING AND
NAILING PER ROOF
FRAMING PLAN NOTES
ROOF RAFTERS
PER PLAN
2x4 BLI<G W/ 10d
NAILS @ 6" OC, TYP
SIMPSON H2.5A TIE
STUD WALL FRAMING
PER STRUCTURAL
NOTES
TYPICAL RAFTER SUPPORT DETAIL
SCALE: 1" = V-0"
DIAPHRAGM EDGE NAILING
PER PLAN NOTES
SECTION
SCALE: 1" = V-0"
DIAPHRAGM EDGE NAILING
PER STRUCTURAL NOTES
PT 2x LEDGER W/ 5/8" 0 x 6"
EXPANSION ANCHORS @ 12"
OC, STAGGER TOP & BOT
SLOPED SIMPSON HU HANGER
ROOF RAFTERS
PER PLAN
STUD WALL FRAMING
PER STRUCTURAL NOTES
PT SILL PLATE W/
5/8" 0 x 6" EXPANSION
ANCHORS @ 4'-0" OC
M WALL
NOTE:
FOR NOTES & INFO NOT
SPECIFICALLY CALLED OUT
REFER TO DETAIL 1.
EXIST TILT UP
CONC WALL
DIAPHRAGM EDGE NAILING
PER PLAN NOTES
SECTION
SCALE: 1" = V-0"
DIAPHRAGM EDGE NAILING
PER STRUCTURAL NOTES
PT 2x LEDGER W/ 5/8"0 x 6"
EXPANSION ANCHORS @ 12"
OC, STAGGER TOP & BOT
SLOPED SIMPSON HU HANGER
fEXIST TILT UP
CONC WALL
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ROOF RAFTERS
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PER STRUCTURAL NOTES
PT SILL PLATE W/
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ANCHORS @ 4'-0" OC
CONC TILT UP WALL
NOTE:
FOR NOTES & INFO NOT
SPECIFICALLY CALLED OUT
REFER TO DETAIL 1.
DIAPHGRAM EDGE NAILING
PER STRUCTURAL NOTES
2x FLAT OUTLOOI<ER
SIMPSON LTP4
@ 2'-0" OC
SECTION
SCALE: 1" = V-0"
SECTION
SCALE: 1" = V-0"
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
01/ 22124
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CHECK:
DMT
CONC TILT UP WALL
JOB NO:
22036.10
DATE:
01 /22/24
DIAPHGRAM EDGE NAILING
PER STRUCTURAL NOTES
SHEATHING PER STRUCTURAL NOTES
RAFTER PER PLAN
2x LEDGER W/ 5/8"0 EXPANSION
ANCHORS @ 12" OC, STAGGER TOP & BOT
EXIST CONC TILT UP WALL
BLD2024-0094
RECEIVED
Jan 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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