REV1 APPROVED BLD2023-0103+Plans+8.2.2023_10.19.19_PM+3704460O C
STEP FOOTINGS AS
REQUIRED PER
DETAIL 3/S4.1, TYP
9
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S4.1
PROPOSED FOOTING
ELEVATION TO MATCH F1C
ELEVATION OF EXISTING
ADJACENT FOOTING, TYP
7 i
HUC HANGER TO WALL
W/ 1/4" 0 x 1 3/4" TITEN
TURBO SCREWS
HUC HANGER
1'-3"
PROPOSED FOOTING ELEVATION
TO MATCH ELEVATION OF EXISTING
ADJACENT FOOTING, TYP RW
AT INTERFACE OF NEW & EXISTING CONCRETE,
PROVIDE #4 x T-0" LONG DOWELS EMBEDDED
5" INTO EXIST CONC W/ HILTI HIT-HY 200
EPDXY. DOWEL SPACING TO MATCH NEW CONC
REINFORCING, TYP
RW 11.
PROPOSED FOOTING ELEVATION
TO MATCH ELEVATION OF EXISTING
ADJACENT FOOTING, TYP
-__-.------------m--....W..._...e_mw-_._.--,_._._..W._,......_.... -----_.....------s
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SLAB ON GRADE PER
STRUCTURAL NOTES
3 1
S4.2 i
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FOUNDATION PLAN
SCALE: 1/4" = V-0"
FOUNDATION PLAN NOTES:
1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE.
2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS
SPECIFIED IN THE SOILS REPORT.
3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ #4 REBAR @ 18" OC CENTERED IN THE SLAB.
SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK.
4. F® INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT.
5. REFER TO SHEET S4.1 AND S4.2 FOR FOUNDATION DETAILS.
6. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1
FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS.
7. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON THE FRAMING PLANS. REFER TO HOLDOWN SCHEDULE ON
SHEET S3.1 FOR HOLDOWN TYPES AND THE FRAMING PLANS FOR HOLDOWN ANCHOR BOLT LOCATIONS.
8. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR
WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES.
9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH
ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES.
10. REFER TO DETAIL 2/S4.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS.
11. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND
BACKFILL & DRAINAGE BEHIND RETAINING WALLS. GEOTECHNICAL ENGINEER SHALL BE RETAINED BY OWNER
DURING CONSTRUCTION AND SHALL OBSERVE EXCAVATED SOIL CONDITIONS (AND GROUNDWATER
CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON
ACTUAL SITE CONDITIONS.
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21-0"
2'-0" 4'-0" 4)
UPPER FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
TYPICAL FLOOR FRAMING PLAN NOTES:
1. FLOOR SHEATHING SHALL BE 3/4" PI 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. FOR SHEATHING
LAYOUT AND NAILING REFER TO DETAIL 2/S5.1.
2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION
UNLESS CARRIED BY A BEAM BELOW.
3. ALL DIAPHRAGMS UNBLOCKED LINO.
4. REFER TO SHEET S5.1 THROUGH S5.2 FOR TYPICAL FLOOR FRAMING DETAILS.
5. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD
POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN.
6. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS
SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN.
7. TYPICAL HEADERS AT BEARING LOCATION SHALL BE SUPPORTED BY A MINIMUM OF (2) CRIPPLE STUDS AND (1)
FULL HEIGHT STUD UNO.
8. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS.
9. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC.
10. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT
HANGERS W/ MAX NAILING.
11. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON LUS OR HUC FACE MOUNT
HANGERS.
12. UNLESS NOTED OTHERWISE, ALL BEAM -TO -COLUMN CONNECTIONS SHALL BE SIMPSON ECCQ OR CCQ COL
CAPS.
13. WHERE BEAM BREAKS TOP PLATE, INSTALL STRAP ACROSS TOP PLATE SPLICE PER DETAIL 4/S5.2.
)CITING
NS 24"
AB
:ACE OF NEW &
CONCRETE,
14 x T-0" LONG
:MBEDDED 5"
CONC W/ HILT[
0 EPDXY. DOWEL
FO MATCH NEW
NF, TYP
BLD2023-0103
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri,& C44,o-�
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
02/08/23
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DESIGN:
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DRAWN:
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CHECK:
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JOB NO: 22240.10
DATE:
01 / 1 3/23
REVISION
Aug 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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BUILDING OFFICIAL
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ARCHITECT
39TH AVENUE SO.
WA 9:
632-0287
CONTRACTOR NOTICE: CONTRACTOR (SUB-
CONTRACTORS) SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMENSIONAL ERRORS,
OMMISIONS, OR DISCREPENCIES BEFORE
BEGINNING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
THE CONTRACTOR (SUB -CONTRACTORS) SHALL
BE RESPONSIBLE TO VERIFY THAT ALL WORK
SHALL COMPLY WITH APPLICABLE CODES AND
ORDINANCES AND SHALL NOTIFY THE ARCHITECT
OF ANY DEVIATION.
REVISED P W"ROVE
CITY OF EDMONgRnW'�R�G DIVISIO
CITY OF EDMONDS
DEVELOPMENT SERVICES
ErgCO�
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REVISION
BUILDING OFFICIAL
Aug 10 2023
O C
EXIST SHEATHING
TREAD/RISER PER ARCH USE 1
1/8" PLYWOOD TREADS LINO 2x12 NOTCHED
2x12 BLOCKING STRINGER
AB PER STRUCTURAL NOTES OR DO NOT OVERCUT
NOTCHES FOR
PROVIDE HILTI X-DNI (0.145" 0) @ TREAD/RISER
12" OC. EMBED MIN 2" INTO
CONCRETE W/ STANDARD STEEL
WASHER •
TREATED 2x SILL PLATE
2x6 SISTERED TO SIDE
OF 2x12 W/ (2) ROWS
OF 10d NAILS
— X X X X X X X X X X STAGGERED @ 6" OC AS
SHOWN
0 0A o 7O C)° 0`0 79 0`0
MAXIMUM SLOPE
SIZE & REINFORCING �, ` lu
PER PLAN AND SCHEDULE
A. TYPICAL STRINGER TO LOWER LANDING
TYPICAL STAIR SECTIONS
SCALE: 1" = 1'-0"
SIMPSON A35 @ 24" OC
EA SIDE OF BEAM W/ #6
x 1/2" WOOD SCREWS
INTO PLYWOOD
FLOOR JOISTS /
PER PLAN J FACE MOUNT
BEAM PER PLAN HANGER PER
PLAN NOTES
JOISTS PERP TO BEAM
FLOOR BEAM DETAIL
SCALE: 1" = 1'-0"
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SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHEDULE OR
STRUCTURAL NOTES
(EXIST SHEATHING AT
NON -SHEAR WALLS)
2x6 SISTERED
kOCKING
__VELED PLATE
FUD WALL OR
VI PER PLAN
O -V IVIFVV arMIM OC I VV CGY
LANDINGS
B. TYPICAL STRINGER TO PONY WALL
EXIST STUD WALL
AT NEW SHEAR WALLS, SILL
PLATE NAILING PER PLAN &
SHEAR WALL SCHEDULE OR
STRUCTURAL NOTES
EXIST SHEATHING
SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHEDULE OR
STRUCTURAL NOTES
(EXIST SHEATHING AT
NON -SHEAR WALLS)
2x CONTINUOUS RIM-
2x CONTINUOUS RIM
EXIST SHEATHING
SIMPSON A35 @ 24" OC
SILL PLATE NAILING PER
SILL PLATE NAILING PER
EA SIDE OF BEAM W/ #6
SHEAR WALL SCHEDULE
J 11
SHEAR WALL SCHEDULE
x 1/2" WOOD SCREWS
INTO PLYWOODt
BREAK SHEATHING
= j?
BREAK SHEATHING
AT PLATE UNO
AT PLATE UNO
-
PANEL EDGE NAILING
PANEL EDGE NAILING
PER PLAN & SHEAR
_
EXIST WOOD JOISTS
PER PLAN & SHEAR
WALL SCHEDULE OR
WALL SCHEDULE OR
STRUCTURAL NOTES
ol
STRUCTURAL NOTES
2x4 BLOCKING AT SHEAR WALLS
NOTE:
}
ONLY OR SIMPSON A35 PER SW
`-
NON -SHEAR WALL
SCHEDULE BETWEEN RIM & TOP
NAILING SHALL BE PER
PLATE
`— FLOOR JOISTS
PER PLAN IBC TABLE 2304.9
A. JOIST PERPENDICULAR TO WALL
BEAM PER PLAN 2x NAILER W/
10d @ 6" OC
JOISTS PARALLEL TO BEAM EXTERIOR WALL PERPENDICULAR TO JOISTS
CHORD SIZE PER
HOLDOWN SCHEDULE
• ;
SIMPSON STRAP WITH
FASTENERS PER
HOLDOWN SCHEDULE
•
INSTALL MAX NAILING
INTO RIM OR BLOCKING
WHERE POSSIBLE
• :
JOIST DIRECTION
PER PLAN
ro
FILL JOIST SPACE WITH FULL
• :
DEPTH BLOCKING TO
MATCH DIMENSIONS OF
STUD COLUMN ABOVE
TYPICAL STRAP HOLDOWN DETAIL
SCALE: 1" = V-0"
TYPICAL STUD WALL FRAMING DETAIL
SCALE: 1" = V-0"
SHEAR WALL
PER PLAN
HOLDOWN STRAP
PER PLAN, FIELD
BEND AROUND BEAM
BEAM PER
PLAN
(DIRECTION VARIES)
JOIST P
(DIRECTION
FLUSH BEAM HEADER
TYPICAL STRAP HOLDOWN TO WOOD BEAM
6 SCALE: 1" = V-0"
SHEAR WALL
PER PLAN
HOLDOWN STRAP
PER PLAN, FIELD
BEND AROUND BE
CONTINUOUS
RIM
HEADER BEAM
PER PLAN
TREAD AND
RISERS PER ARCH
BEAM PER PLAN
BEAM PER PLAN
2x12 STRINGER —i
(4) 8d NAILS
@ BLOCKING
SIMPSON HUC28-2, — -- EACH STRINGER, WITH
FULL NAILING
2x12 NOTCHED
STRINGER JOIST PER
2x6 SISTERED PLAN
PER SECTION A •
BLOCKING
NOTCH BEAM AS HUC28-2 W/ @ 24" OC
FULL NAILING
REQUIRED
8'-0" MAX SPAN BETWEEN
LANDINGS
C. TYPICAL STRINGER TO CENTER BEAM D. TYPICAL STRINGER TO UPPER LANDING
EXIST STUD WALL
SILL PLATE NAILING PER PLAN
& SHEAR WALL SCHEDULE OR
STRUCTURAL NOTES
EXIST SHEATHING
'— WOOD JOISTS PER PLAN
9
2x4 BLOCKING AT SHEAR WALLS
F ONLY OR SIMPSON A35 PER SW
s! SCHEDULE BETWEEN RIM & TOP
PLATE
B. JOIST PARALLEL TO WALL
SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHED
SILL PLATE NAILING PER
SHEAR WALL SCHED
CONT HF RIM BOARD
BREAK SHEATHING AT TOP
PLATE, OR CONTINUE TO
SILL PL BELOW
SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHED
SECTION (BEARING
SCALE: 1" = 1'-0"
RIM JOIST OR
of nr^vinir_ nro cl lrAri ukle^ AKIM
(6) 16d EA SI
(1) 2x STUD EA SI
OF BEAM/COLUI....
;1 SECTION
SCALE: 1" = V-0"
SHEATHING & NAILING
PER FOUNDATION PLAN
NOTES
JOIST PER PLAN
SIMPSON A35 PER SW
SCHED (24" OC AT
NON -SHEAR WALLS)
SILL PLATE NAILING
PER PLAN & SHEAR
WALL SCHED
BEAM PER PLAN
SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHED
SILL PLATE NAILING PER
SHEAR WALL SCHED
CONT HF RIM BOARD
BREAK SHEATHING
AT TOP PLATE, OR
CONTINUE TO SILL
PL BELOW —
SHEATHING & NAILING
PER PLAN & SHEAR
WALL SCHED
BEAM PER PLAN
WALL DOUBLE
TOP PLATE
SIMPSON LSTA15 WHERE
TOP PLATE IS CUT
(BEYOND)
BEAM PER PLAN
COLUMN PER PLAN
AILS
JOIST PER
PLAN
?x HF BLKG @ 4'-0" MAX
SIMPSON A35 PER SW
SCHED (24" OC AT
NON -SHEAR WALLS)
SILL PLATE NAILING PER
PLAN & SHEAR WALL
SCHEDULE
SECTION (NON -BEARING
V SCALE: 1" = 1'-0"
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri & C44,o-�
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
02108123
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DESIGN: JDM
DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 / 13/23
REVISION
Aug 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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BUILDING OFFICIAL
Aua 10 2023