REV4 APPROVED BLD2023-0103+Architectural_Plan+5.9.2024_1.05.38_PM+4247639C GI
FAI
7 PROPOSED FOOTING ELEVATION 1
RW S4 2 TO MATCH ELEVATION OF EXISTING S4.3
TOP OF SLAB
ADJACENT FOOTING, TYP RW
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ELEV: T-2 1/2" I I
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SLAB ON GRADE PER I
STRUCTURAL NOTES 1
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ELEV: -0'-8" I I I 1---------------------------------- 1
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AT INTERFACE OF NEW & EXISTING CONC, I I PROPOSED FOOTING ELEVATION
RW I I y I PROVIDE #4 x T-0" LONG DOWELS EMBEDDED 5" TO MATCH ELEVATION OF EXISTING
INTO EXIST CONC W/ HILTI HIT-HY 200 EPDXY. I I ADJACENT FOOTING, TYP
TOP OF WALL DOWEL SPACING TO MATCH NEW CONC REINF, TYP I
ELEV: 2'-10 1/2" I I 1
SLAB STEP I I I I I
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TOP OF SLAB 1--� - - RW O j 1
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ITOP OF SLAB TOP OF SLAB EXIST FULL HEIGHT I I
ELEV: T-7 5/8" 1 7
I ELEV: 0'-0" ELEV: 0'-0" CONC WALL
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WIDTH AS REQ'D TO F1C 1 RW 1 FOOTING L-- --J I 1
MEET EXISTING FOOTING, 1 I 1
TYP i i 1 I I
1 1 2'-0" x T-0" x 10" DEEP FTG I I
8 j 1 j W/ (3) #4 BOT LONGITUDINAL I I
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FOUNDATION PLAN
1 SCALE: 1/4" = V-0"
O D 10 P N O S:
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.
3
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4x 10 :'
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4x10
HUC HANGER TO WALL
W/ 1/4"0 x 1 3/4" TITEN
TURBO SCREWS
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:
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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.
7
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
10 TOP OF FOOTING FAX (425) 778-5536
F1C ELEVATIONS 24"
BELOW SLAB
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54.2 I S4.
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AT INTERFACE OF NEW &
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REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eric. C4*-f&r
BUILDING OFFICIAL
May 22 2024
APPROVED DATE
BLD2023-0103
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DESIGN: JDM
DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 / 1 3/23
REVISION
May 09 2024 (n
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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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
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TYPICAL CONCRETE WALL REINFORCING DETAIL
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OWN
HOLDOWN CHORD PER
NOTE: PLAN & HOLDOWN SCHED WHERE CONCRETE WALL WITH
HT > T-0" EXISTS, ROD MAY SHEAR WALL PER
EXTEND 24" MIN INTO WALL PLAN & SCHED
W/ NUT & WASHER AS SHOWN
CRIPPLE STUD AT OPENING AS
REQ'D PER PLAN & DETAILS
THREADED ROD AS REQ'D
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TOP OF FTG
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PIPE TRENCH EXCAVATION PARALLEL 9 MIN
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BELOW THIS LINE. STEP FTG AS
REQUIRED FOR THIS CONDITION
TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS
SCALE: 1/2" = V-0"
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
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STEM WALL
TOP OF
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SHEAR WALL PER
PLAN AND SCHED
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AND SCHED
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SCALE: 1" = V-0"
PLYWOOD SHEATHING
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FRAMING PLAN NOTES
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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
FRAMING PLAN NOTES
PROVIDE BLOCK OUT
AT DOOR OPENINGS
SHEATHING AND NAILING 11
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PER PLAN AND SHEAR
SUBGRADE PER
WALL SCHEDULE
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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
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LINE OF MAX EXCAVATION. 1
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REPLACE WITH LEAN MIX
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COMPACTED
STRUCTURAL FILL
TYPICAL FOOTING DRAIN
SCALE: 1" = V-0"
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SIMPSON A35 EVERY
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SHEAR WALL SCHED
#4 @ 12" OC
EA WAY
SCALE: 1" = V-0"
C �I
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
May 09 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXIST JOIST
PER PLAN J
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PER STRUCTURAL FLOOR JOIST PER PLAN HANGER PER PLAN NOTES JOISTS PER PLAN O N O
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ENGINES RING
250 4TH AVE. S., SUITE 200
a EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
FOOTING PER PLAN
STUD WALL PER FRAMING
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DESIGN: JDM
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Ct� DRAWN: LVW
CHECK: JGG
BUILDING OFFICIAL JOB NO: 22240.10
May 22 2024 DATE: 01 /13/23
APPROVED DATE
REVISION
May 09 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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