APPROVED BLD-Carpenter S3.0 rev1PRE -MANUFACTURED TRUSS
& SHEATHING PER PLAN
0.131"0 @ 6"oc TO
2x/LSL OR TRUSS BLK'G
EXTEND SHEAR WALL
SHEATHING AND NAIL TO
BLK'G PER SW SCHEDULE
SHEAR WALL
PER PLAN
H2.5A @ 24"oc
& AT GABLE ENDS
Trusses Perpendicular to Exterior Wall
3/4" = V-0"
0.131"0 NAILS @ 6"0c
LX1S 11NU RAk I LRS &
SHEATHING PER PLAN
2x LEDGER TO FRAMING w/ (2)
ROWS SDS%4x3-% SCREWS @
16 oc, (E) RAFTERS TO LEDGER
w/ LUS HANGER, SEAT -CUT
RAFTERS AS REQ'D
BEAM PER PLAN
PLATE NAILING
PER SW SCHEDULE
SHEATHING TO BLK'G
w/ (4) 0.113"0
JOISTS & SHEATHING
PER PLAN
BLK'G @ 48"oc TO BEAM
w/ HANGERS PER PLAN
New Floor Framina Adi. to Exist. PerD. Roof
3/4" = V-0"
SHEAR WALL
PER PLAN
PANEL EDGE NAILING
PER SW SCHEDULE, TYP
z xa
Z 2:
(2) #4 CONT BOT
A. BOLT PER SW SCHEDULE
(%$"O @ 48"oc ELSEWHERE)
SLAB ON GRADE
PER PLAN
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
/ra
BUILDING OFFICIAL
Oct 19 2020
APPROVED DA-
PANEL EDGE NAILING
PER SW SCHEDULE
SHEAR WALL
PER PLAN
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2x Rafters Parallel to Exterior Wall
3/4" = V-0"
SHEAR WALL PER PLAN
(WHERE OCCURS)
NAILING PER SW
SCHEDULE, TYP
I -III —III III �III INSULATION PER
IIIIIII III IIII lil IIII III���II
ARCHITECT =III=III — — _ •
— I—iII =III III —III —I
I— #4 @ 12"oc EACH WAY, I I IE. I I M. I I I-
—I I (2) #4 CONT @ TOP,
III— ALT HOOKS @ BOT INSULATION PER V-6"
II I I I I I IIi1I I I ARCHITECT
Stem Wall/Footing @ Exterior Wall
3/4" = V-0"
ILAN
L
AB PER SW SCHEDULE
(%8"O @ 48"oc ELSEWHERE)
SLAB ON GRADE
PER PLAN
(2)#4 CONTINUOUS
Thickened Slab - Continuous Footin
3/4" = V-0"
0.131"0 @ 6"oc TO 2x BLK'G
(NOTCH BLK'G AS REQ'- ran
VENTIL
NOTCH RAFTERS 7
5-%" DEPTH AT
>HEATHING
oc
EXTEND SHEATHING TC
AND APPLY PANEI
NAILING PER SW SCF
SHEAF
PE
2x Rafters Perp. to Exterior Wall
3/4" = V-0"
SHEAR WALL PER PLAN
0.131"0 NAILS @ 6"0c
RAFTERS & SHEATHING PER PLAN
BLK'G @ MID -HEIGHT
OF WALL PER GEN.
STRUCT. NOTES
2x LEDGER TO FRAMING
w/ (2) ROWS SDS%4x3-%
SCREWS @ 16"oc
SHEAR WALL PER PLAN
Low Roof Rafters to Full-Ht. Wall Framing
3/4" = V-0"
COLUMN, PER PLAN, IN
EXISTING WALL FRAMING
COLUMN PER PLAN
POST, PLINTH & FTG
I
EXISTING
I
I
/—SHEATHING
ATH N JOISTS AND
I
Crawlspace Post & Footin
3/4" = V-0"
COLUMN TO WALL FRAMING ABOVE
w/ (2) A34 CLIPS AS SHOWN
ABU POST BASE
REINF PER PLAN
TYP STU
MULTI -STUD PER PLAN,
NAILING PER GEN NOTES
Header Support, Typ.
3/4" = V-0"
0.131"0 @ 6"oc TO
ALIGNED RAFTER
(2) 0.131"0
@ EACH BLK
EXISTING RAFTERS
TVD nnl IRI G
NAIL SHEATHING TO 2x BLK'G
(@ 48"oc) w/ (4) 0.131" 0
RAFTERS & SHEATHING
PER PLAN
A35 CLIPS PER SW
SCHEDULE
FRAME WALL PER SW6 ON
SHEAR WALL SCHEDULE
0.131"0 @ 6"oc
FROM PLATE TO RIM
LAP SHEATHING ON RIM
AND APPLY PANEL EDGE
NAILING PER SW SCHEDULE
Dormer Roof Framina Adiacent to Existina Roof
3/4" = V-0"
NAIL BTM. PLATE TO (E)
BLK'G w/ PLATE NAILING
PER SW SCHEDULE
EXTEND SHEATHING OVER (E)
BLK'G AND APPLY PANEL EDGE
NAILING PER SW SCHEDULE
SHEATH EXISTING WALL
PER SW SCHEDULE
A /- I I r--- --- ' -- - - - - - -- r- -' -L' -- -- r% - - r
3/4" = V-0"
:R SW6 ON
;HEDULE
SES
SING
ANNEEENGINEERING, STRUCTURAL
L C
1801 18th Avenue South
Seattle, WA 98144
phone: 206.658.5169
mike@anneestructural.com
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Revision Issue Date Drawing Set
7/17/2019 Permit Set
Al 8/26/2020 Revisions to Permit
REVISION
Oct 07 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Structural Details
SIO