APPROVED BLD-BLD2020-1071+Structural_Plan+10.11.2020_3.30.27_PMREVISED:
ORIGIN DATE:(425) 778-1023inbox@ssseng.com200825_SSSplans 180209_s1806006www.ssseng.comThis space reserved for
governing jurisdiction stamps
S1
8/27/2020
----
RECEIVED
Oct 12 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2020-0071
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Oct 20 2020
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Hardware and fasteners in contact with
preservative-treated wood shall be of
hot-dipped zinc galvanized steel,
stainless steel, silicon bronze or copper.
In the absence of manufacturer's recommendations
a minimum of ASTM A 653 type G185 zinc-coated
galvanized steel, or equivalent, shall be used.
IRC R317.3.1 IBC 2304.10.5.1
3'-6"
A
SECTION A
3 4" TYP
3 4" TYP
(4) 9 16"∅ HOLES
STEEL PLATE 3 8" x 5" x 5"
CENTERED ON 6x6
STEEL GUARD
POST SPACED
@ 48"oc MAX
(4) 1 2"∅ x 8" LAG SCREWS
6x6 GUARD POST PEDESTAL
WATER-PROOFING
BY OTHERS
GUARD POST ATTACHMENT
GPA
GPP GUARD POST PEDESTAL - NOMINAL 10" SOLID SAWN
N.T.S.
MANUFACTURER SHALL PROVIDE A SYSTEM THAT IS DESIGNED
TO RESIST THE FOLLOWING LOADS:
GUARD RAIL POST - 200 LB CONCENTRATED LOAD IN
ANY DIRECTION AT TOP
TOP RAIL - 200 LB CONCENTRATED LOAD IN ANY
DIRECTION AT ANY POINT
GUARDRAIL INFILL COMPONENTS - 50 PSF APPLIED
HORIZONTALLY NORMAL TO THE INFILL
DESIGN NOTE
NOTE: ALL POSTS REQUIRE CONNECTIONS ON TWO FACES PER DIAGRAM SHOWN ABOVE
(2) 10d EACH BOARD
@ SPLICE(4) 10d
48"oc MAX
2x6 @ 24"oc MAX
(2) 10d TOE NAIL
E.E. TYP
6x6 POST
2x JOIST OR RIM 2x RIM
JOIST
2x BLOCKING
6x6 POST,
DO NOT NOTCH
6x6 POST,
DO NOT NOTCH
1
1
2
1
&
&
2x RIM
J0IST
6x6 POST,
DO NOT NOTCH
3
6x6 POST
≠U210 EA END OF BLOCKING
2
1
&
3&
≠U210 EA END OF BLOCKING
BEAM
2x RIM
2 x 10 JOIST
3 4" MIN, TYP
(6) 1 4 x 3 1 2 ≠SDS, TYP
6x6
GPA
21 2", TYP
GUARD POST TO BLOCKING
2
GUARD POST TO BEAM
3
GUARD POST TO JOIST OR RIM
1 PD
PARAPET ATTACHMENT
PD
BEAM
(4) 1 4 x 8 ≠SDS , TYP
6x6
RIM
OR BLOCKING
GPA
3 4" MIN, TYP
21 2", TYP
OR PD
OR PD
2x JOIST
1 1 4 LVL BLOCKING w/
≠U210 EA END
6x6
GPA(4) 1 4 x 3 1 2 ≠SDS, TYP
3 4" MIN, TYP
21 2", TYP
10d @ 4" oc
OR PD
N.T.S.
DECK BOARD DIAPHRAGMDBD
P.T. DECK JOIST
(3) 10d @ INTERMEDIATE &
END BEARING SUPPORTS, TYP
41 2"3 16"
5 4 x 6 CEDAR DECKING
16" MAX
EDL EXTERIOR DECK LEDGER
N.T.S.EDLA
(2) ROWS
OF 1 4"∅ x 3 1 2" ≠SDS
SCREWS @ 8" oc
11 2" MIN
3"
FOUNDATION WALL
DBD
2x10 P.T. LEDGER
TOP FLANGE HANGER
1 4"∅ x 3 1 2" ≠SDS
SCREWS @ 32" oc
11 2" MIN
3"
FOUNDATION WALL
DBD
2x10 P.T. LEDGER
JOISTS PERPENDICULAR
JOISTS PARALLEL
2x10 P.T. JOISTS
DALL DECK ATTACHMENT FOR LATERAL LOADS
N.T.S.DALLA
5 8"∅ THREADED ROD
≠HTT4 w/ (18) 10dx11
2
P.T. DECK JOIST
FLR SHEATHING NAILING
AT 6" oc (MAX) TO JOIST
WITH HOLDOWN
EXIST RIM JOIST
CB CROSS BRACE AT LANDING
N.T.S.
2x8 JOIST
2x4 CR
OS
S
B
R
A
CE
4x4 POST2'-0" MAX
BRACE DEPTH
(5) 10d NAILS, TYP
REVISED:
ORIGIN DATE:(425) 778-1023inbox@ssseng.com200825_SSSplans 180209_s1806006www.ssseng.comThis space reserved for
governing jurisdiction stamps
S2
8/27/2020
----
RECEIVED
Oct 12 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2020-0071
Hardware and fasteners in contact with
preservative-treated wood shall be of
hot-dipped zinc galvanized steel,
stainless steel, silicon bronze or copper.
In the absence of manufacturer's
recommendations a minimum of ASTM A 653
type G185 zinc-coated galvanized steel, or
equivalent, shall be used.
IRC R317.3.1 IBC 2304.10.5.1
PIF
EXISTING
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5
F1.5DROPPED 4x8U.N.O. (0-1)2x10 P.T. @ 16"oc
GPP
EDL
EDL
GPP
DALL
DALL
DBD
8" ∅ PLINTH, TYP
DROPPED 4x8U.N.O. (0-2)4x4 P.T. POST AT DECK w/
(2) ≠AC @ TOP
≠ABU @ BOTTOM
(TYP U.N.O.)2-2x82-2x82x8
@ 16"oc
4x4 w/
≠EPCZ @ TOP
≠ABU @ BTM,
TYP AT STAIR LANDING
CB
CB
2x8
2x82x12 STRINGER2x12 STRINGER2x12
STRINGER
2x12
STRINGER
≠HUC, SLOPED
≠HUC
≠HUC
≠HUC, SLOPED
THICKNESS
POST TO FTG
PLYNTH ON FTG
FTG @ WALL CORNER
FTG @ WALL
LENGTH
(LONGITUDE)WIDTH
(TRANSVERSE)
FTG FOOTING, TYPICAL
N.T.S.FTGA
TRANSVERSE REINF
LONGITUDE REINF
FINISH GR
8" MIN
18" MAX
BRG
SOIL
3" CLR
24"
MIN
48"
MAX
2" MIN
PIF PEDESTAL ON ISOLATED FOOTING
N.T.S.PIFA
FTG
(2) #4 @ w/ STD
HOOK IN FTG
8" ∅ PLINTH
REVISED:
ORIGIN DATE:(425) 778-1023inbox@ssseng.com200825_SSSplans 180209_s1806006www.ssseng.comThis space reserved for
governing jurisdiction stamps
S3
8/27/2020
----
F2 SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
SYMBOL LEGEND
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O.
on the plan.
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SLEXP
POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
1/4" = 1'-0"
FOUNDATION & DECK PLAN
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
RECEIVED
Oct 12 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2020-0071
4'-10"5'-0"5'-0"4'-9 1/2"Hardware and fasteners in contact with
preservative-treated wood shall be of
hot-dipped zinc galvanized steel,
stainless steel, silicon bronze or copper.
In the absence of manufacturer's
recommendations a minimum of ASTM A 653
type G185 zinc-coated galvanized steel, or
equivalent, shall be used.
IRC R317.3.1 IBC 2304.10.5.1