REV1 APPROVED BLD BLD2022-1742+Structural_Plan+5.31.2023_12.59.48_PM+3578798STRUCTURAL NOTES
DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (IBC).
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF
CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE
NEW AND EXISTING STRUCTURE UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
(E) FLOOR PLYWOOD
(N) SIMP LUS HANGER
(N) GLULAM BEAM
PER PLAN
(N) ECCQ CAP
(N) POST PER PLAN
(N) SIMP ABU66 BASE
W/ 58" 0 EXP ANCHOR
(4" EMBED)
(E) FOOTING----,,
#4xl'-4" @ 48" oc EACH SIDE
STAGGERED SET IN EPDXY (4" EMBED)
INTO (E) SLAB- ON-GRADE/(E)FTG
•o. • (E) SLAB -ON -GRADE
ROOF SNOW 25 PSF
ROOF DL 12 PSF
(N) GL HEADER BEAM PER PLAN
=III=III=III=11I I11=III=III=III=
(E) FLOOR BEAM (N) 2x FLOOR JOISTS
(N) SIMP LCE4 CAP OR SIMILAR=1
I1=1I1=1 I1=-1I1=1I 1=1I1=1 i'
FLOOR ILL 40 PSF
@STAIR INFILL
(N) POST PER PLAN
v,� SAWCUT (E) SLAB, TYP.
FLOOR DL 15 PSF
(E) 2x FLOOR JOISTS
(N) HEADER BEAM
III=1 I=1 I=1 11=
PER PLAN
- —
-III—III=III=1i' (N) FOOTING & REINFORCING
DECK LL 60 PSF
PER PLAN PER PLAN
DECK DL 12 PSF
SOIL BEARING 1500 PSF (ASSUMED)
CARPENTRY
POST - 6X, 8X DOUG-FIR #1, Fb =1200 PSI
FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI
GLU-LAM 24F-V4
LSL Fb = 2325 PSI, E = 1.55E6
FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG -TIE. USE FULL AMOUNT OF FASTENERS
SPECIFIED BY MFR. HARDWARE IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE Z-MAX
OR HOT -DIPPED GALVANIZED.
FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2018 IBC LINO.
HEADERS SHALL BEAR ON (2) 2X TRIM STUDS.
WALL: 15/32" THICK PLYWOOD OR OSB, 32/16, OR 1/2" THICK, 24/0. SHEATHING MAY BE LAID UP
HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE
NAILED WITH 8d @ 6"oc, NAIL WITH 8d @ 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL
SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT
OCCUR AT PANEL EDGES.
FLOOR SHEATHING: 3/4" PLYWOOD OR OSB, T&G, 48/24 EXT GRADE
NAIL FLOOR SHEATHING WITH 8d COMMON (.131 x 2-1/2" DIA) @ 6" O.C. AT PANEL EDGES AND 10"
O.C. AT INTERMEDIATE SUPPORTS.
CONCRETE
COMPRESSIVE STRENGTH @ 28 DAYS = 2500 PSI. PROVIDE A MINIMUM OF 51/2 SACKS CEMENT PER
CUBIC YARD. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
MINIMUM CONCRETE COVER:
CONCRETE CAST AGAINST EARTH - 3"
CONCRETE EXPOSED TO EARTH OR WEATHER-1-1/2"
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318 (LATEST
EDITION). LAP ALL CONTINUOUS REINFORCEMENT 32". PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP
CORNER BARS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED
OR APPROVED BY THE STRUCTURAL ENGINEER.
ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318.
FOUNDATIONS SHALL BEAR ON FIRM NATIVE SOILS OR COMPACTED STRUCTURAL FILL.
CLEAN EXCAVATIONS OF LOOSE SOIL PRIOR TO PLACING CONCRETE.
ALL WORK SUBJECT
t■�■�■�■�■�■�■�■�■�■�■,
TO FIELD
INSPECTION FOR
I
CODE COMPLIANCE
(These revised structural plan set sheets are to ■
.replace the full set of Structural plan sheets I
(approved on 4/6/2023 by Kevin Bloomfield.
APPROVED
PLANS MUST BE
ON JOB SITE
The following documentation shall be available on ; REVISED PLAN APPROVED
site for the building inspector: ; CITY OF EDMONDS BUILDING DIVISI�N
l7ostov:zst o¢ii�zcc
OCOE APPROVED ARCHITECTURAL PLAN SET - BUILDING OFFICIAL
0 COE APPROVED STRUCTURAL PLAN SET
■ Jun 16 2023
- COE REVIEWED CALCULATION PACKET '.
■ APPROVED DATE
ENERGY CREDIT WORKSHEET
SITE PLAN :
CIVIL PLAN
QAPproved revised structural plan set
�F]
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
(N) FLOOR INFILL DETAIL 1"=1'-0"� 7 (N) HEADER BEAM DETAIL 1"=1'-0"I 4 (N) FOOTING DETAIL
2x4 STU
2x4 PL
48 HEA._,
UNO PER PLAN
3Y2"
2x6 STUDS
2x6 PL
6x8 HEADER,
L]
LINO PER PLAN
5V
(E) UPPER FLOOI
WALL TO REMAIN
(E) PLYWOOD ---
& FLOOR FINISH
(N) FLOOR JOIST
PER PLAN, EXTEND
TO EXTERIOR WALL
(E) BASEMENT WALL
TO REMAIN
(N) SPIRAL STAIR MAIN
COLUMN BY OTHERS
(N) STEEL BASEPLATE
BY OTHERS W/ MIN
(4)%"O EXP ANCHOR
(6" EMBED)
(E) FOOTING----,,
#4x1'-4" @ 48" oc EACH SIDE
STAGGERED SET IN EPDXY (4" EMBED)
INTO (E) SLAB- ON- GRADE/(E)FTG
(E) SLAB-ON-GRADE--�
\---SAWCUT (E) SLAB, TYP.
U
(N) FOOTING & REINFORCING
PER PLAN
(N) HEADER BEAM DETAIL 18 1 (N) FLOOR INFILL DETAIL 1"=1'-0" rj (N) FOOTING DETAIL @ SPIRAL STAIR 1"=1'-0" 21
SIMPSON ST2215 —
TOP @ EACH END
HEADER OR BEAM
PER PLAN
SOLID BLOCKING @
MID -HEIGHT, WHERE
WALL HEIGHT
EXCEEDS 8'-0"
(2) 10d @ EA END
(4) 10d TOENAILS,
FLUSH HEADER OR
BEAM PER PLAN
SIMPSON ST2215
BUILT-UP COLUMN
(2) STUDS MIN
2x4 OR 2x6
STUDS @ 16"oc
16d @ 12"oc, TYP @
BUILT-UP COLUMNS
HOLDOWN PER PLAN
(E) PLYWOOD
(E) RIM JOIST & FLOOR FINISH
(N) SIMP ECCQ CAP---,,
(E) DBL TOP PLs, °
BREAK AT N BEAM---------------------------
(N) SIMP A23 EA SIDE OF POST (E) JOIST BEYOND
(N) SIMP ABU66 BASE (N) GL BEAM PER PLAN
W/ 9/8"0 EXP ANCHOR
(4" EMBED) (N) POST PER PLAN
(E) PONY WALL (E) BOT PL, BREAK
,o • ,� AT (N) POST
(E) GRADE
(E) CONC STEM
WALL
(E) SLAB ON GRADE
FTG
ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
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PREVISIONS
NO. DATE
5/24/2023 OWNER REVISIONS
11 /16/22
22-220
DATE
JOB #
AM
AM
DESIGN
CHECKED
AM
AS NOTED
DRAWN SCALE
JURISDICTION STAMP
REVISION
May 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1742
SHEET TITLE
WOOD
DETAILS &
NOTES
SHEET NO.
GENERAL STRUCTURAL NOTES 12 TYPICAL STUD FRAMING DETAIL g (N) POST AT (E) EXTERIOR FOOTING 1"=1'- " 3
Simi
(E) PLYWOOD
(E) PLYWOOD
(N) GL BEAM
a
PER PLAN
a
(E) 2x ROOF L(E) 4x BEAM, SHORE &
RAFTERS PER PLAN CUT AS NEEDED &ATTACH TO GL BEAM
T(N)
(N) 2x BLOCKING
(N) SIMP HANGER PER PLAN
JOISTS @ 4'-0"oc EACH SIDE
GL BEAM PER PLAN
PER PLAN, TYP
�10
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(N) ROOF BEAM DETAIL 1"=1'-0"
4
(N) BEAM DETAIL
(E) ROOF PLY TO REMAIN
(E) FLOOR PLYWOOD
CUT (E) FLOOR JOISTS HERE TO
L(E) ROOF BEAM PER PLAN
ACCOMMODATE (N) SPIRAL STAIR
(N) SIMP LCE4 CAP
(N) KING POST PER PLAN
.o.
"\�
(N) BC40 BASE
(N) FLOOR HEADER BEAM (N) 2x FLOOR JOISTS
@ STAIR INFILL
(N) SIMP LUS HANGER
(E) TRUSSES (N) GL BEAM PER PLAN
TO REMAIN
11
8
(N) ROOF DETAIL 1"=1'-0"
5
(N) FLOOR DETAIL @ SPIRAL STAIR
1
(N) GLULAM BEAM
1
PER PLAN
(N) ECCQ CAP NOTE: ROOF RAFTERS NOT SHOWN FOR CLARITY
(N) PLYWOOD (N) DBL VELED TOP PL
TO REMAIN
(N) SLO SEAT
(N) POST
SIMP LU 8, TYP
SHOP
PER PLAN
t\El
(N) GLULAM RIDGE (E) 2x R F RAFTERS
BEAM PER PLAN PER PLA SHORE &
CUT AS EDED TO
INSERT( GL BM
(N) GLULAM BEAM
PER PLAN
(N) HANGER PER PLAN
�12
9
(N)
ROOF
DETAIL
1"=1'-0"
g
(N) RIDGE BEAM DETAIL
ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
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PREVISIONS
NO. DATE
zi� 5/24/2023 OWNER REVISIONS
11 /16/22 22-220
DATE JOB #
AM AM
DESIGN CHECKED
AM AS NOTED
DRAWN
SCALE
� JURISDICTION STAMP �
REVISION
May 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1742
SHEET TITLE
WOOD
DETAILS &
NOTES
SHEET NO.
S1m2
(E) FOOTING
(E) FOOTING
(E) FIREPLACE
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(E) FTG
(E) FTG
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(E) CONCRETE
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(E) FOOTING
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(E) FOOTING
(N) SPIRAL STAIRCASE
BY OTHERS
1. FOOTING SCHEDULE:
F2.0 IS 2'-0"x2'-0"x10" DEEP W/ (4) #5 BARS EA WAY; SEE ARCH FOR DIMENSIONS.
2. SEE SHEETS S1.X FOR DETAILS.
3. WALLS SHOWN ARE IN LOWER FLOOR.
4. SEE ARCH FOR EXTENT OF REMODEL WORK; CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
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PREVISIONS
NO. DATE
zj� 5/24/2023 OWNER REVISIONS
11/16/22
22-220
DATE
JOB #
AM
AM
DESIGN
CHECKED
AM
AS NOTED
DRAWN
SCALE
JURISDICTION STAMP
REVISION
May 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1742
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISHEET TITLE
FOUNDATION
PLAN
SHEET NO.
FOUNDATION PLAN i4"=1'-0" 3
Sl2ml
(E) DECK
F
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IIII� I III
IIIII� —I— III
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(N) OUTSIDE PATIO IIIII III
_L _L -1 � � — — � �(E) DECK STAIR
III I� �11
SPIRAL STAIRCASE
OTHERS
EN FLOOR JOISTS AS
OWN TO ACCOMMODATE
) STAIR
ARCH FOR DIMENSIONS.
SHEET S1.1 FOR DETAILS.
_S BELOW FRAMING ARE SHOWN IN HIDDEN LINES (LOWER FLOOR WALLS).
_S ABOVE FRAMING ARE SHOWN IN SOLID LINES (MAIN FLOOR WALLS).
ARCH FOR EXTENT OF REMODEL WORK; CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
CZ )
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ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
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PREVISIONS
NO. DATE
5/24/2023 OWNER REVISIONS
11 /16/22
DATE
22-220
JOB #
AM AM
DESIGN CHECKED
AM
DRAWN
AS NOTED
SCALE
� JURISDICTION STAMP �
REVISION
May 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1742
SHEET TITLE
UPPER FLOOR
FRAMING PLAN
SHEET NO.
S12
UPPER FLOOR FRAMING PLAN r4"=19-011 1 3 1
(E) DECK BELOW
SKYLIGHT
NOTES:
1. SEE ARCH FOR DIMENSIONS.
2. SEE SHEETS S1.X FOR DETAILS.
3. WALLS SHOWN IN HIDDEN ARE ON UPPER FLOOR.
4. SEE ARCH FOR EXTENT OF REMODEL WORK; CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
AL-) �A nwi kL-j �A iwvi
RAFTERS RAFTERS
AAmw AA
ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
IIIIIIIIIIIIIIIIIIIIIIIISTAMP
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PREVISIONS
NO. DATE
5/24/2023 OWNER REVISIONS
11 /16/22
DATE
22-220
JOB #
AM AM
DESIGN CHECKED
AM
DRAWN
AS NOTED
SCALE
JURISDICTION STAMP
REVISION
May 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1742
IIIIIIIIIIIIIIIIIIIIIIIISHEET TITLE
ROOF FRAMING
PLAN
SHEET NO.
ROOF FRAMING PLAN Y411=1 1-011 1 3
S23