REV3 APPROVED BLD BLD2023-0103+Structural Plans+3.25.2024_6.00.39_AM+4153262C GI
FAI
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RW
PROPOSED FOOTING ELEVATION
TO MATCH ELEVATION OF EXISTING
S4 2
ADJACENT FOOTING, TYP RW
TOP OF SLAB
ELEV: T-2 1/2"
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SLAB ON GRADE PER
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ELEV: -0'-8"
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PROPOSED FOOTING ELEVATION
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ELEV: 2'-10 1/2"
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TOP OF SLAB TOP OF SLAB
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ELEV: 0'-0" ELEV: 0'-0"
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STRUCTURAL NOTES
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RAISE STEM WALL AS
NEEDED AT INTERSECTION
OF PERPENDICULAR WALL
& FOOTING
EXISTING CONCRETE
PLANTER
FOUNDATION PLAN
SCALE: 1/4" = V-0"
FOUNDATION PLAN NOTES:
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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. FD 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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HUC HANGER TO WALL _
W/ 1/4"0 x 1 3/4" TITEN
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6x10 HF#2 -
AT COL BASE, PROVIDE
SIMPSON HGAM10 W/ (4)
1/4" 0 x 1 3/4" TITEN TURBO
SCREWS TO CONC WALL
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UPPER FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
TYPICAL FLOOR FRAMING PLAN NOTES:
ST 2x6
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EXIST 2x6
16" OCR
@ 16" OC F:-
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
TOP OF FOOTING FAX (425) 778-5536
F1C ELEVATIONS 24"
BELOW SLAB
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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 UNO.
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.
AT INTERFACE OF NEW &
EXISTING CONCRETE,
PROVIDE #4 x T-0" LONG
DOWELS EMBEDDED 5"
INTO EXIS CONC W/ HILTI
HIT-HY 200 EPDXY. DOWEL
SPACING TO MATCH NEW
CONC REINF, TYP
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REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erie C
BLD2023-0103
BUILDING OFFICIAL
Apr 02 2024
APPROVED DATE
REVISION
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 / 1 3/23
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CORNER BARS x _
"A" MAY BE SUBSTITUTED FOR ALL
90' HOOKED BARS
STD 90' HOOK / -
TYP UNO J a
UNO, VERT CORNER BARS SHALL BE
SAME SIZE TABULATED FOR MIN
WALL REINF FOR THICKER WALL
"A" = SPLICE LENGTH
SEE NOTES, DETAILS, OR PLANS FOR a
(1) #6 VERT REQ'D REINF. ALL BARS TO BE CONT
OR SPLICED PER STRUCTURAL NOTES
STD 180° HOOK
HORIZ CORNER BARS OF SIZE
AND SPACING TO MATCH
(2) #6 VERT REINF OF THINNER WALL
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AS OTHERWISE NOTED OR SHOWN
TYPICAL CONCRETE WALL REINFORCING DETAIL
SCALE: NTS
NOTE:
WHERE CONCRETE WALL WITH
HT > T-0" EXISTS, ROD MAY
EXTEND 24" MIN INTO WALL
W/ NUT & WASHER AS SHOWN
CRIPPLE STUD AT OPENING AS
REQ'D PER PLAN & DETAILS
THREADED ROD AS REQ'D
FOR HOLDOWN W/ NUT AND
WASHER AT BASE. EXTEND
ROD INTO FTG, TYP UNO
TOP OF FTG
HOLDOWN DETAIL
SCALE: 1" = V-0"
OWN
HOLDOWN CHORD PER
PLAN & HOLDOWN SCHED
SHEAR WALL PER
PLAN & SCHED
/
CRAWLSPACE SECTION (NON -BEARING
SCALE: 1" = V-0"
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TRENCH EXCAVATION
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PIPE TRENCH EXCAVATION PARALLEL 9 MIN
TO FOOTING IS NOT ALLOWED TYP
BELOW THIS LINE. STEP FTG AS
REQUIRED FOR THIS CONDITION
TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS
VO PIPES ALLOWED IN
PHIS REGION. LOWER
=TGS AS REQ'D
SCALE: 1/2" = V-0"
(4) 8d NAILS
CONT HF RIM BOARD
NOTE:
1. EXTEND THREADED ROD
BETWEEN JOISTS INTO STEM
WALL BELOW. PROVIDE ROD
COUPLER IF REQ'D.
2. WHERE HOLDOWN GOES
INTO HOLLOW MASONRY,
SOLID GROUT CELL.
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
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HOLDOWN DETAIL (EXIST FOOTING
SCALE: 1" = V-0"
PLYWOOD SHEATHING
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FRAMING PLAN NOTES
EXIST JOIST
PER PLAN
SHEATHING & NAILING
PER PLAN NOTES
JOISTS PER PLAN
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NAILING PER PLAN AND SIMPSON A35 PER SW
SHEAR WALL SCHED SCHED (24" OC AT HANGER PER PLAN NOTES
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FOR NOTES & DETAILS NOT
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-TED FILL PER
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SCHED, AND DETAILS
TYPICAL STEPPED WALL FOOTING
SCALE: 1/2" = V-0"
NOTE:
SILL PL & AB 0 &
RAISE STEM WALL AS REQ'D AT PERIMETER AREAS
WHERE NEEDED DUE TO CIVIL GRADES.
SPACING PER SHEAR
WALL SCHED
(2) #4 CONT TOP
STUD WALL PER
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PROVIDE BLOCK OUT
AT DOOR OPENINGS
SHEATHING AND NAILING
SLAB ON GRADE AND
PER PLAN AND SHEAR
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EXIST JOISTS
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NOTES
SOLID GROUT CELLS
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EXIST FDN
LEDGER TO EXIST WALL
SCALE: 1" = V-0"
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SHEAR WALL SCHEDULE J
STUD WALL PER PLAN
STION
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4"0 PERFORATED PVC PIPE PER
LOCAL CODES WITH 6" OF 1"
MINUS GRAVEL ALL AROUND,
WRAPPED IN NON -WOVEN
GEOTEXTILE FABRIC. SLOPE TO
DRAIN 1/8" PER V-0" MIN. TURN
DOWN PERFORATIONS AS SHOWN
SHEATHING AND
NAILING PER PLAN AND
SHEAR WALL SCHED
SILL PLATE NAILING PER
SHEAR WALL SCHED
CONT 2x RIM BOARD
LTP4 FRAMING ANCHOR
W/ SPACING PER SHEAR
WALL SCHED
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SCHEDULE
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PANEL EDGE NAILING
PER PLAN NOTES
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STUD WALL PER
FRAMING PLAN NOTES
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PER STRUCTURAL NOTES
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W/ ANCHOR BOLT, TYP
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ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DESIGN: JDM
DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 /13/23
REVISION
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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EMBED
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SCALE: 1" = V-0"
EXIST FOOTING
STUD WALL PER FRAMING
PLAN NOTES
SILL PL, AB 0, & SPACING
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REVISION
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 /13/23
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