APPROVED ENG BLD-RESUB1 BLD2023-0153 ARCH PLANS (REC'D VIA EMAIL 4.3.23)r nay
APPROVAL STAMP PAGE
PLEASE KEEP WITH THE PLANS RESUB
PERMITTING & DEVELOPMENT Apr 03 2023
BUILDING DIVISION REVISIONS
CITY OF EDMONDS
DEVELOPMENT SERVICES
121 5th Avenue N REV1 DEPARTMENT
P: 425.771.0220 REV
REVS
www.edmondswa.gov REW
REVS
City Of Edmonds
Building Department
Work r DECK
Address. 717 PINE ST
Owner LANE
------------------
23
Approved Date ---- --
Building Official: B 00/K %EG�
Permit Number, BLD2023-0153
------------------------------
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
ENGINEERING DIVISION
APPROVED AS NOTED
jd] j#44t4+ttu 04/13/2023
VV
NOTE- This Stamp page must remain with the city approved plans at all times. Failure to have this
Stamp page with the City approved plans could result in delay of the inspections including the FINAL
inspection. If lost please contact the city as soon as possible to find a solution. Thank You.
RESUB V -
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
6LD202.. ,.
y
CIA X
r + 4m
is
I Where the
height of the I
I deck posts
exceed 4'
I knee
bracing is I
I required.
Install knee "`� i
bracing in '-I'�-
' accordance
with '
mybuildingp
ermit.com
sheet 7 of
the deck tip I
sheet #5. -
C
t4
r
I hold down I
ten' ion devices
I for ` #eral loads I
are required in
I ac 'ordance with I
20t IRC figure
I R5.9.2(2) The
loca ion is '
'do- ndent on
' therpe of
ten ion device
Luser.
a
Lam„
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK GUARDRAIL
PER *ft{t" 'r---
BEAM PER PLAN
(2)1/2" 0 HDG BOLTS -
EA. GUARDRAIL POST
�f� X ABC, Cps
e.
DECK JOISTS PER
PLAN
DTT2 EA. GUARDRAIL
POST
(2) BAYS FULL -DEPTH
2x BLKG. W/ A35 EA.
END OF EA. BLOCK
Typical Deck w/ Guardrail Detail
0
SS K-5
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK GUARDRAIL
X
INVERTED LUS HANGER
,QER AR@1 . (48"oc max.)
E
DTT2Z EA, GUARDRAIL
CL
POST
DECKING PER ARCH.
P.T. DECK JOISTS
(2) 1/2" 0 HDG BOLTS
PER PLAN
EA, GUARDRAIL POSTME
cV
CV�
A35 ® 48"oe
CONT. P.T. 4x RIM
(2) 16d EA. JOIST
*P.T. 2x BLOCKING
*PROVIDE H3 CUPS TO BM. AT
EA. JOIST IN LIEU OF BLKG. &
BM. PER PLAN
A35 CLIPS WHERE REQ'D FOR
TREX RAIN ESCAPE
POST PER PLAN
Typical Cantilevered Deck w/ Guardrail Detail
S S K-4
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I Where the height of the deck posts exceed I
4' knee bracing is required. Install knee
I bracing in accordance with I
mybuildingpermit.com sheet 7 of the deck
I tip sheet #5.-------------------
I
� POST, PLINTH, & FTG.
)ST PER PLAN
3SQ SERIES
DST BASE
Deck or Canopy Post Footing - Square Plinth
SS K-2
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
fr4"11 �-) Qv
WATERPROOFING
P.T. 2x LEDGER TO MATCH —
DECK FRAMING (U.N.O.)
W/ (2) ROWS SDS1/4x3�/2
SCREWS 0 3"oc, STAGGERED
LUS SERIES HANGER
Vol )( 0
r 6AjP* e(ee 40 7
—I
P.T. DECK JOISTS
PER PLAN
ALL FASTENERS INTO PRESSURE
TREATED WOOD SHALL BE GALV.
OR STAINLESS STEEL PER
GENERAL NOTES
----------------------�
I hold down tension devices for lateral loads are
required in accordance with 2018 IRC figure
I R57.9.2(2) The location is dependent on the type of
tension device used. -
L---------------------
E)FLOOR FRAMING
5" max.
SDS Screw Spacing Elevation
NOTE; LEDGER FASTENER SPACING
MAY BE OFFSET UP TO 3" TO AVOID
INTERFERENCE W/ JOIST HANGER
Typical Deck Ledger Detail
E
E
SSK-3
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HUCQ W/ SDS 114x4-112"
F SCREWS TO LEDGER
SSK-3 )0
........ ..............
P.T. LEDGER iD1 i
w
SSK-5
_ N
V
F-
0.
2'-0" TYP.
2'-0"sq.x8"dp. FTG. W/
(2)#4 BOT. EA. WAY
U
O
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v
N
X
N
V
I.-:
h
a
a
P.T. 6x12
41 SSK-4
Deck Framing Plan Notes:
1.Do not scale drawings.
25'-6"
HUCQ W1 SIDS 114x4-112" HUCQ WI SOS 114x4-112"
SCREWS TO LEDGER SCREWS TO LEDGER
......................................
P.T. 2x12 LEDGER
HUC P.T.4x12 P HUC
SSK-5
Y
U
O
U
N
O
NC11h
N
d
a
a
SSK-2
2'-6"sq.x8"dp. FTG. WI
(3)#4 BOT. EA. WAY
DECK FRAMING PLAN
2.Deck framing shall be P.T. 2x12 HemFir No. 2 at 12" o.c.
P.T. 6x12
PQ
G
/CIt'ZIPP
2'-0"sq.x8"dp. FTG. W/
(2)#4 BOT. EA. WAY
3.The bottom of all exterior footings shall be 18" minimum below grade.
4.Refer to General Structural Notes for additional requirements.
.4`
�-P,J�-0
V Lt:71�
SSK-1
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENTSERVIAEj�L WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR
DEPARTMENT DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
ACCORDANCE WITH ACT 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE
FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2"
SLABS AND WALLS (INT. FACE). . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"
ANCHORAGE
18. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS
MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT
CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT
REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE
INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO
VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE,
HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION
INSTRUCTIONS.
19. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE
"TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -
TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-
2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT
REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO
FULLY GROUTED CELLS. SPECIAL0,DRI
S REQUIRED.
20. FRAMING LUMBER SHALL BE S-MC-19, AND GRADED AND MARKED IN
CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST
LUMBER, 2038, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2
AND BEAMS MINIMUM BASE VALUE, Fb = 850 PST
(4X MEMBERS) DOUGLAS FIR -LARCH NO. I
MINIMUM BASE VALUE, Fb = 1000 PSI
BEAMS
(INCL. 6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb =
1350 PSI
POSTS
(4X MEMBERS)
DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE, Fc =
1350 PSI
(6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc =
1000 PSI
STUDS, PLATES & MISC. FRAMING:
DOUGLAS FIR -LARCH NO. 2
OR HEM -FIR NO. 2
21. PLYWOOD
SHEATHING SHALL BE GRADE
C-D, EXTERIOR GLUE OR S
RUCTURAL IT,
EXTERIOR
GLUE IN CONFORMANCE WITH
DOC PS 1 OR PS 2. ORIENTE
STRAND BOARD
RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT