REV2 APPROVED BLD2023-0103+Architectural_Plan+2.20.2024_2.40.53_PM+4070920C GI
FAI
7
RW 54.2
TOP OF SLAB
ELEV: 3'-2 1/2"
SLAB ON GRADE PER
STRUCTURAL NOTES
TOP OF FTG
r
ELEV: -0'-8"
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RW
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TOP OF WALL
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ELEV: 2'-10 1/2"
SLAB STEP
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7
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TOP OF SLAB
I I I •
L--I -
I RW
ELEV: 3'-7 5/8"
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TOP OF WALL
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ELEV: 3'-3 5/8"
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STEP FOOTINGS AS
REQUIRED PER
DETAIL 3/S4.1, TYP
F1C
RW
8
54.1
F1C
9
PROPOSED FOOTING
ELEVATION TO MATCH
ELEVATION OF EXISTING
ADJACENT FOOTING, TYP
4S5
HUC HANGER TO WALL
W/ 1/4"0 x 1 3/4" TITEN
TURBO SCREWS
I HUC HANGER
1'-3"
FOUNDATION PLAN
SCALE: 1/4" = V-0"
FOUNDATION PLAN NOTES:
13
�S
PROPOSED FOOTING ELEVATION
TO MATCH ELEVATION OF EXISTING
ADJACENT FOOTING, TYP RW
RW AT INTERFACE OF NEW & EXISTING CONCRETE,
PROVIDE #4 x 3'-0" LONG DOWELS EMBEDDED
5" INTO EXIST CONIC W/ HILTI HIT-HY 200
EPDXY. DOWEL SPACING TO MATCH NEW CONIC
REINFORCING, TYP
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FO
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.
PROPOSED FOOTING ELEVATION
TO MATCH ELEVATION OF EXISTING
ADJACENT FOOTING, TYP
■ ■
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 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.
TOP OF FOOTING
ELEVATIONS 24"
BELOW SLAB
AT INTERFACE OF NEW &
EXISTING CONCRETE,
PROVIDE #4 x 3'-0" LONG
DOWELS EMBEDDED 5"
INTO EXIS CONIC W/ HILTI
HIT-HY 200 EPDXY. DOWEL
SPACING TO MATCH NEW
CONC REINF, TYP
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri.& Ca4^ter
BUILDING OFFICIAL
Feb 28 2024
APPROVED DATE
BLD2023-0103 STAIRWELL AND
WEST FOUNDATION SLOPE
REVISION
Feb 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
02/ I�/ 24
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DRAWN:
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CHECK:
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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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PLACE VERT REINF OUTSIDE EXCEPT
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
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HOLDOWN PER PLAN
& SCHED
TRENCH EXCAVATION
PARALLEL TO FTG
SLEEVES TO CLEAR
PIPE 1" ALL SIDES
TOF
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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"
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
II
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MATCH HOLDOWN
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SCALE: 1" = V-0"
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DOTING
/1 REINF
JRBED EARTH OR
-TED FILL PER
JRAL NOTES
T = FTG THICKNESS PER PLAN,
SCHED, AND DETAILS
TYPICAL STEPPED WALL FOOTING
SCALE: 1/2" = V-0"
NOTE:
RAISE STEM WALL AS REQ'D AT PERIMETER AREAS
WHERE NEEDED DUE TO CIVIL GRADES.
STUD WALL PER
FRAMING PLAN NOTES
SHEATHING AND NAILING 11
PER PLAN AND SHEAR
WALL SCHEDULE x 10
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SILL PL & AB 0 &
SPACING PER SHEAR
WALL SCHED
(2) #4 CONT TOP
PROVIDE BLOCK OUT
AT DOOR OPENINGS
SLAB ON GRADE AND
SUBGRADEPER
FOUNDATION PLAN
#4 @ 12" OC EA WAY
CENTERED IN WALL
PAVING OR FINISHED
GRADE PER ARCH
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CRAWLSPACE SECTION (NON -BEARING
SCALE: 1" = V-0"
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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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LINE OF MAX EXCAVATION. 1
IF SOIL IS OVER EXCAVATED,
REPLACE WITH LEAN MIX
CONCRETE. FIRM BEARING SOIL OR
COMPACTED
STRUCTURAL FILL
TYPICAL FOOTING DRAIN
SCALE: 1" = V-0"
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(2) #4 CONT
FOOTING DRAIN _
PER TYP DETAIL
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SIZE & REINF
PER PLAN & SCHED ALT H001<AS
SHOWN
CRAWSPACE SECTION (BEARING)
SHEATHING AND NAILING PER
FOUNDATION PLAN NOTES
JOIST PER PLAN
SIMPSON A35 EVERY
OTHER JOIST
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BOLT SIZE & SPACING PER
SHEAR WALL SCHED
0
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EA WAY
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(4) 8d NAILS PLYWOOD SHEATHING
CONT HF RIM BOARD & NAILING PER FLOOR
\ \ FRAMING PLAN NOTES
SHEATHING & NAILING
PER PLAN NOTES
JOISTS PER PLAN
EXIST JOIST
PER PLAN
�VI 2x HF BLKG @
'SW6' SHEATHING AND 4'-0" MAX
NAILING PER PLAN AND SIMPSON A35 PER SW
SHEAR WALL SCHED SCHED (24" OC AT HANGER PER PLAN NOTES
NON -SHEAR WALLS)
2x12 HF LEDGER W/ (2)
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1 1/2"0 x 3.5" LAG
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FOR NOTES & DETAILS NOT
SPECIFICALLY CALLED OUT
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EVISED F
CITY_ EDMO
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V SCALE: 1" = V-0"
EXIST JOISTS
AB PER STRUCTURAL
NOTES
I I SOLID GROUT CELLS
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11 TYP
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Feb 28 20:
APPROVED DA
PROVED
1NG DIVISION
EXIST FDN
LEDGER TO EXIST WALL
SCALE: 1" = V-0"
REVISION
Feb 20 2024
CITY OF EDMONDS
ULVLLUrIVICI RVICES
DEPARTMENT
C GI
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
02/ 0/ 24
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DESIGN: JDM
DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 /13/23
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NEW OR EXIST SHEATHING &
NAILING PER PLAN & SHEAR
WALL SCHEDULE (EXIST
SHEATHING TO REMAIN AT
NON -SHEAR WALLS)
BREAK SHEATHING
AT TOP PLATE, OR BREAK SHEATHING AT
CONTINUE TO SILL TOP PLATE, OR CONTINUE
PL BELOW TO SILL PL BELOW
SILL PL NAI
PER SW SC
JOIST PER PLAN
SILL PL NAI
PER SW SC
AT SHEAR WALLS LOCATED PER PLAN,
PROVIDE TITEN HD AB'S TO MATCH
SIZE AND SPACING SHOWN IN SW
TABLE
/ EXIST SLAB ON GRADE WHERE OCCURS
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A. JOIST PERPENDICULAR TO WALL
SECTION
SCALE: 1" = V-0"
FRAMED PONY
WALL PER PLAN
FINISHED GRADE
PER ARCH
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(2) #5 BARS
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00 000
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#4 @ 16" OC HORIZ EA FACE FOR
MIRADRAIN 6000
WALLS 8'-0" & TALLER (SINGLE
TIGHT LINE TO
LAYER #5 @ 15" OC FOR WALLS
FOUNDATION DRAIN
SHORTER THAN 8'-0")
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#4 @ 12" OC FOR 8'-0" _
MIN
AND TALLER WALLS cD
BACKFILL W/ FREE
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DRAINING MATERIAL
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=
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BARS o
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FINISHED GRADE OR
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SLAB ON GRADE
FOOTING DRAIN
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COMPACTED
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BACK FILL
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#5 @ 12" OC
TOP & BOTTOM
"B" I " t " I "T"
RETAINING
WALL SCHEDULE
WALL GEOMETRY
WALL REINFORCING
MAX
"T"
B
"t"
D"
"S" BARS
F BARS
"H"
4'-0"
0'-8"
1'-0"
8"
12"
#4 @ 12" OC
NOT REQ'D
6'-0"
1'-0"
V-6"
8"
12"
#4 @ 12" OC
NOT REQ'D
8'-0"
V-6"
2'-4"
8"
12"
#5 @ 12" EXT FACE
#5 @ 12" OC
10'-0"
V-6"
T-0"
8"
12"
#5 @ 6" EXT FACE
#5 @ 12"
NOTES:
1. FOUNDATION SHALL BEAR ON UNDISTURBED
NATIVE SOIL OR COMPACTED FILL.
2. NOTE THAT THE RETAINING WALLS LESS THAN 8'-0" TALL HAVE REINFORCEMENT CENTERED
IN THE WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR.
3. THE RETAINING WALLS 8'-0" & TALLER HAVE REINFORCEMENT IN EACH FACE AS SHOWN.
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RETAINING WALL SECTION NOT USED
SCALE: 3/4" = V-0" SCALE: NTS
NOTE:
FOR NOTES & INFO NOT SPECIFICALLY
NEW OR EXIST SHEATHING & CALLED OUT REFER TO DETAIL 3/S5.2.
NAILING PER PLAN & SHEAR
WALL SCHEDULE EXIST
(
SHEATHING TO REMAIN AT
NON -SHEAR WALLS)
EXIST JOIST
AT SHEAR WALLS LOCATED PER PLAN,
PROVIDE TITEN HD ABS TO MATCH
SIZE AND SPACING SHOWN IN SW
TABLE
— EXIST SLAB ON GRADE
/ WHERE OCCURS
B. JOIST PARALLEL TO WALL
WOOD STUD WALL PER
NOTES AND DETAILS
(4) 10d NAILS
STUD WALL PER PLAN
RETAINING WALL PER
PLAN & SCHED
SLAB ON
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GRADE PER
= o I e
FINISHED GRADE
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FOR NOTES & INFO NOT
PLAN
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SPECIFICALLY CALLED OUT
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REFER TO DETAIL 1.
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JOIST PER
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DIAPHRAGM BOUNDARY NAILING
90000
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PER PLAN & SCHEDULE
5/8"0 AB @ 24" OC
°°
(5" EMBED)
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SHEATHING & NAILING PER
#4 @ 12"
OC
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PLAN NOTES
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FLOOR JOIST PER PLAN. BEAR
2" MIN ON LEDGE
PROVIDE BUILDING PAPER
8"
BTWN CONC LEDGE &
6
PT 2x BLKG BETWEEN JOISTS
FLOOR JOISTS
W/ 5/8"0 SIMPSON TITEN HD
8"
ANCHORS @ 4'4" OC
SIZE AND REINF
LAP VERT REBAR
W/ LOWER WALL REBAR
(2) 10d TOE NAILS EA SIDE
PER PLAN
OF JOIST (CONN TO LEDGER)
SECTION
RETAINING
WALL SECTION
5
is
(iySCALE:
SCALE: 1" = V-0"
3/4" =
V-0"
COL PER PLAN
AND SCHED -
FINISHED GRADE AT
EXTERIOR CONDITION
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SIMPSON PB STANDOFF
POST BASE
CONCRETE SLAB AT
INTERIOR CONDITION
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SIZE & REINF Mlu
PER PLAN & SCHED
FOUNDATION DETAIL
SCALE: 1" = V-0"
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ffr.& Ca4^teer
BUILDING OFFICIAL
Feb 28 2024
APPROVED DATE
REVISION
Feb 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Aft
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
02/ 0/ 24
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DESIGN: JDM
DRAWN: LVW
CHECK: JGG
JOB NO: 22240.10
DATE: 01 /13/23
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