REV1 APPROVED BLD BLD2023-1397+Structural_Analysis_or_Calculations+5.28.2024_11.01.06_AM+4284643CONSTRUCTION REVISIONS 3.21.2024
EXIST 46 HDR (VFY)
----------------------
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PARTIAL FOUNDATION AND MAIN FLOOR FRAMING PLAN
SCALE: 1/4" = V-0" J
FOUNDATION PLAN NOTES: 2 -0" 0
1. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL.
2. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS.
3. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS.
4. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON SECOND FLOOR FRAMING PLAN. REFER TO HOLDOWN
SCHEDULE FOR HOLDOWN TYPES AND SECOND FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR BOLT
LOCATIONS.
MAIN FLOOR FRAMING PLAN NOTES:
REFER TO TYPICAL FLOOR FRAMING PLAN NOTES.
NOTE: WHERE FLOOR SHEATHING HAS BEEN REMOVED, REPLACE AS FOLLOWS:
FLOOR SHEATHING SHALL MATCH EXIST SHEATHING THICKNESS AND SHALL BE PL 48/24
WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL
EDGES, AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. PROVIDE BLOCKING
AS REQUIRED AT ALL PANEL EDGERS. REFER TO THE FOLLOWING DETAILS:
NOTE:
STAGGER SHEATHING AS SHOWN.
INTERMEDIATE
FRAMING MEMBERS
SHEATHING
PANEL, TYP
II II I
I
CONTINUOUS
PANEL EDGES
II II I
II I
2x OR 3x BLOCKING ONLY IF
BLOCKED DIAPHRAGM IS SPECIFIED
FRAMING MEMBERS
W/ SPACING PER PLAN
SUPPORTED
PANEL EDGES
II II I II II II II
II _ II J L II _ II _ II _JL_J�
DIAPHRAGM BOUNDARY
(SHEAR WALL, BEAM, OR DRAG STRUT)
. TYPICAL FLOOR/ ROOF SHEATHING DETAIL
SCALE: NTS
2'-0" 4'-0"
I EXIST SHEATHING I
ST 48 HDR
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FILL E ST OPENING
(NON- R TURAL)
P CK T BEAM
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CONNECT HOLDOWN
TO FOUNDATION PER
DIET 1/S3.1
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HDR
5'-3 1/2" EXIST 46 HDR
(VFY/PROVIDE)
EXIST FLOOR
JOISTS
EXIST BEAM
VERIFY EXIST JOIST W/ MIN 2"
BEARING ON WALL. NEW JOIST
MAY BE CUT AT FACE OF
WALL, TYP. (4) LOCATIONS
PARTIAL SECOND FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
TYPICAL FLOOR FRAMING PLAN NOTES:
I
2'-0"
1. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE
FOUNDATION UNLESS CARRIED BY A BEAM BELOW.
2. REFER TO SHEET S3.1 FOR TYPICAL FLOOR FRAMING DETAILS.
3. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED.
HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN.
4. TYPICAL HEADERS AT BEARING LOCATION SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE
STUD AND (1) FULL HEIGHT STUD.
5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS.
6. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC.
JOISTS PARALLEL TO SHEATHING CUT
PANELEDGE
NAILING PER NOTE
I SHEATHING PER NOTE 1
JOISTS PERPENDICULAR TO SHEATHING CUT
3x4 MIN ALONG
CUT SHEATHING
EXIST JOISTS
EXIST BEAM
V-9" 3'-0" EXIST WALLS TO
INFILL OPENING PER
TYPICAL FRAMING
NOTES ON S1.1
EXIST 2x8 RIDGE
BE REMOVED
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2'-0" 4'-0"
PARTIAL ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
TYPICAL ROOF FRAMING PLAN NOTES:
8'-0"
CONNECT HOLDOWN
TO BEAM BELOW PER
DETAIL 7/S3.1
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STRAP ACROSS EXIST
TOP PLATE SPLICE
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EXIST RAFTERS
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. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN.
4. REFER TO SHEET S3.1 FOR TYPICAL ROOF FRAMING DETAILS.
5. REFER TO DETAIL 4/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS.
6. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL
HEADER BEAMS.
7. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE
FOUNDATION UNLESS CARRIED BY ABEAM BELOW.
8. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON SECOND FLOOR LEVEL.
HOLDOWN SCHEDULE
MARK
TYPE
MIN CHORD
SIZE
STUD NAILS OR BOLTS
ANCHOR BOLT
(SEE NOTE 4)
CAPACITY (LB)
1
HDU2
(2) 2x
(6) SIDS 1/4" x 2 1/2" SCREWS
5/8"0
2,215
NOTES:
1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS.
2. REFER TO DETAIL 6/S3.1 FOR INSTALLATION OF ROD FLOOR TO FLOOR HOLDOWNS. REFER TO DETAIL
7/S3.1 FOR CONNECTION OF ROD HOLDOWN TO BEAM BELOW.
3. INSTALL HD HOLDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 1/S3.1.
4. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED.
NOTE:
PRIOR TO DEMO OR REMOVAL OF ANY
EXISTING STUD WALL, THE CONTRACTOR
SHALL EVALUATE AND VERIFY THAT THE STUD
WALL DOES NOT SUPPORT EXISTING FRAMING.
IF IN QUESTION, CALL THE ENGINEER.
(1) 2x CRIPPLE STUD AND (1) KING
STUD ACCEPTABLE THESE tatTIONS
EXIST 2x4 RAFTERS
W/ COLLAR TIES @ 24' OC
EXIST OVERFRAMING
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
/7oxo-vssst ofl%aic
BUILDING OFFICIAL
Jun 06 2024
APPROVED DATE
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
This revised sheet is to replace the same sheet (S21.1) that was approved and
dated November 09, 2023
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
@ T-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
@ V-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.
C�Mnlll
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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08/ 28/ 23
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DESIGN: LMS
DRAWN: JCP
CHECK: JGG
JOB NO: 23164.10
11
DATE: 08/28/23
REVISION
May 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CONSTRUCTION REVISIONS 3.21.2024
HOLDOWN CHORD PER PLAN
& HOLDOWN SCHEDULE
CRIPPLE STUD AT
OPENING AS REQ'D
PER PLAN & DETAILS
NOTE:
EXTEND THREADED ROD BETWEEN
JOISTS INTO STEM WALL BELOW.
PROVIDE ROD COUPLER IF REQ'D.
THREADED ROD AS
REQ'D PER PLAN
AND HOLDOWN
SCHEDULE. INSTALL
W/ HILTI HIT-HY 200
EPDXY
EXISTING CONCRETE
STEM WALL
TOP OF EXISTING
FOOTING
SHEAR WALL PER
PLAN AND SCHED
HOLDOWN PER PLAN
AND SCHED
ii
II
II
I I SQUASH BLKG TO
MATCH HOLDOWN
///I I CHORD ABOVE
II � II
II
II
HOLDOWN DETAIL (EXIST FOOTING
SCALE: 1" = V-0"
NOTE:
SUPPORTS AT SOLID
POSTS SIM
BEAM PER F
SIMPSON LTPi
A35 FRAN
ANCHOR EACH.
OF BI
SOLID OR MULT
STUD COLUMN PER F,_
IVIIIV VIVI/
PARALLEL TO STUD WALL
POST PER PLAN
ATTACH TO SILL
W/ (4) 16d TOE -NAILS
POST TO MATCH
POST ABOVE
EXIST SILL PLATE
EXIST FLOOR SYSTEM
SIMPSON A34 CLIP EA SIDE
SIMPSON ABU POST
BASE W/ 5/8" 0 TITEN
HD SCREW ANCHOR
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SIZE & REINF m
PER PLAN
C RAW LS PACE DETAIL
SCALE: 1" = V-0"
JOIST DIRECTION
PER PLAN
STUD WALL
TYPICAL FLUSH BEAM SUPPORT DETAILS
SCALE: 1" = V-0"
SOLID
STUD COLU,.,,.
PERPENDICULAR TO STUD WALL
SIMPSON A35 (ONLY
REQUIRED AT EXTERIOR
HEADERS GREATER
THAN U 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"
STUD
WALL
TYP DOUBLE
TOP PLATE
BEAM OR HEADER PER
PLAN AND NOTES
CRIPPLE STUDS PER PLAN
AND STRUCTURAL NOTES
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"
CHORD SIZE PER
HOLDOWN SCHEDULE
SIMPSON HOLDOWN
PER PLAN AND
SCHEDULE
JOIST DIRECTION
PER PLAN
FILL JOIST SPACE WITH
BLOCKING TO MATCH
DIMENSIONS OF STUD
COLUMN ABOVE
COUNTER SINK
ADDITIONAL END
STUD FOR BOLTS
TYPICAL ROD HOLDOWN DETAIL
SCALE: 1" = 1'-C"
PANEL EDGE NAILING PER
SHEAR WALL SCHEDULE
SHEATHING AND
NAILING PER PLAN AND
SHEAR WALL SCHEDULE
EXIST SHEATHING
EXIST RAFTER
PER PLAN
2x4 BLKG AT ALL
VFY/PROVIDE CEILING
PANEL EDGES
JOIST PER PLAN
2x4 BLOCKING
2x4 W/ (2) 10d NAILS
W/ SILL PLATE
@ 24" AS REQ'D FOR
NAILING PER SHEAR
CEILING ATTACHMENT
WALL SCHEDULE
SILL PLATE NAILING PER
BEARING PLATE
3/8 x 3 1/2 x C'-3 1/2"
HOLDOWN PER PLAN
SILL PLATE NAILING
PER PLAN AND SHEAR
WALL SCHEDULE
EXIST SHEATHING
EXIST FLOOR JOISTS
PER PLAN
WOOD BEAM PER PLAN
ROD HOLDOWN TO WOOD BEAM
SCALE: 1" = 1'-C"
EXIST RAFTER
PER PLAN
ni
1/4" DIA x 6" SDS
SCREWS @ 6" OC
SHEAR WALL SCHEDULE
EXIST CEILING
JOIST PER PLAN
PANEL EDGE NAILING PER
SHEAR WALL SCHEDULE
2x4 BLKG @ 16"
STUD WALL W/ SHEATHING
OC AS REQ'D
& NAILING PER PLAN AND
FOR CEILING
SHEAR WALL SCHEDULE
ATTACHMENT
A. RAFTER ALIGNED WITH SHEAR WALL
INTERIOR SHEAR WALL SECTION
SCALE: 1" = V-0"
NOTE:
FOR NOTES AND DETAILS
NOT SPECIFICALLY CALLED
OUT REFER TO CASE A
VFY/PROVIDE CEILING
JOIST PER PLAN
SILL PLATE NAILING
PER SHEAR WALL
SCHEDULE
EXIST CEILING ` 2x4 BLKG @ 16"
JOIST PER PLAN OC AS REQ'D
FOR CEILING
A ATTACHMENT
2x CONTINUOUS FULL
LENGTH TO OVERLAP
SHEAR WALL
B. RAFTER ADJACENT TO SHEAR WALL
C GI
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
08/ 28/ 23
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DESIGN:
LMS
DRAWN:
JCP
CHECK:
JGG
JOB NO: 23164.10
DATE:
08/28/23
REVISION
May 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LD2023-130
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