APPROVED BLD2023-0325+Structural_Plans+3.9.2023_5.11.26_PM+3412804GENERAL STRUCTURAL NOTES:
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS)
1. BASIS OF DESIGN:
1.1. BUILDING CODE & REFERENCE STANDARDS: ALL MATERIALS &
WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE
DRAWINGS, SPECIFICATIONS, & THE 2018 INTERNATIONAL BUILDING
CODE.
1.2. STRUCTURAL DESIGN CRITERIA:
ACTUAL DEAD LOADS PLUS THE FOLLOWING DEAD & LIVE LOADS:
FLOOR LIVE LOAD: 40 PSF
DECK LIVE LOAD: 60 PSF
WIND LOADING: 100 MPH BASIC WIND SPEED; EXPOSURE "B";
IW = 1.0; KZT = 1.0; RISK CATEGORY - II
SEISMIC DESIGN: EQUIVALENT STATIC FORCE PROCEDURE
SS = 1.50, Fa = 1.0
S, = 0.5, FV = 1.8
SIDS = 1.0
IE = 1.0
SITE CLASS = "D"
SEISMIC DESIGN CATEGORY = "D"
RISK CATEGORY - II
2. CAST -IN -PLACE CONCRETE:
2.1. FOOTINGS: FOOTINGS SHALL BEAR ON SOLID UNYIELDING EARTH AT
LEAST 18 INCHES BELOW LOWEST ADJACENT FINISHED GRADE AT
PERIMETER AND EXTERIOR LOCATIONS. MINIMUM FOOTING WIDTH SHALL
BE 18 INCHES. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF
MAXIMUM.
2.2. CONCRETE: NEW CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF 2500
PSI, MAXIMUM W/C RATIO = 0.45, MINIMUM 5-1/2 SACKS OF CEMENT PER
CUBIC YARD. SUBMIT MIX DESIGN FOR REVIEW AND APPROVAL.
2.3. GROUT: 5000 PSI MINIMUM 7-DAY CURE STRENGTH PER ASTM C1157-00.
GROUT TO BE PREMIXED NON -SHRINK "MASTERFLOW 928 GROUT" OR
APPROVED EQUAL. USE SPECIFIC GROUT MIX RECOMMENDED BY
MANUFACTURER FOR EACH GROUT APPLICATION & FOLLOW GROUT
MANUFACTURER'S INSTRUCTIONS.
2.4. REINFORCING STEEL: NEW REINFORCING STEEL SHALL CONFORM TO
ASTM A615 GRADE 60. SUBMIT REINFORCING SHOP DRAWINGS WITH
DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. REINFORCING
STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 318-14. LAP ALL CONTINUOUS REINFORCEMENT
40 BARS DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL
WALL INTERSECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0"
MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC 1 1/2 MESH
SIDES & ENDS. REINFORCING STEEL TO BE WELDED SHALL BE ASTM
A706. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL
BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY
THE STRUCTURAL ENGINEER.
2.5. CONCRETE PROTECTION: COVER FOR REINFORCING SHALL BE AS
FOLLOWS:
FOOTINGS & OTHER UNFORMED
SURFACES (EARTH FACE): 3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER:
#6 BARS & LARGER: 2"
#5 BARS & SMALLER: 1-1 /2"
WALLS, INT FACE, THE LARGER OF
ONE BAR DIAMETER OR A MIN OF: 3/4"
2.6. DRILL -IN EXPANSION BOLTS: KWIK BOLT III BY HILTI FASTENING
SYSTEMS, "RED HEAD WEDGE ANCHOR" BY ITT PHILLIPS OR APPROVED
EQUAL. ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED.
2.7. DRILL -IN ADHESIVE INSTALLATIONS: HILTI HY20 ADHESIVE ANCHOR
SYSTEM FOR UNREINFORCED MASONRY OR BRICK WITH CAVITIES, HIT
RE 500 SD ADHESIVE ANCHOR SYSTEM BY HILTI FASTENING SYSTEMS OR
"SET-3G" EPDXY ANCHOR SYSTEM BY SIMPSON STRONG TIE ANCHOR
SYSTEMS FOR SOLID MASONRY OR CONCRETE, OR APPROVED EQUAL.
ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED.
GENERAL STRUCTURAL NOTES
NO SCALE
3. WOOD STRUCTURAL FRAMING:
3.1. WOOD FRAMING: LUMBER SHALL BE KILN DRIED OF MC-15, & GRADED &
MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES
FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE
FOLLOWING MINIMUM STANDARDS:
JOISTS (2X MEMBERS): DOUGLAS-FIR #2
BEAMS & STRINGERS: DOUGLAS-FIR #1
POSTS & TIMBERS: DOUGLAS-FIR #1
STUDS, PLATES, & MISC DOUGLAS-FIR
LIGHT FRAMING: STANDARD GRADE
TOP & BOT PLATES DOUGLAS-FIR
AT BEARING WALLS: CONSTRUCTION GRADE
BOLTED STUDS, DOUGLAS-FIR
LEDGERS, & PLATES: STANDARD GRADE
2X6 STUDS & PLATES: DOUGLAS-FIR #3/
STUD GRADE
3.2. PLYWOOD SHEATHING: PLY SHEATHING SHALL BE GRADE C-D, UNLESS
NOTED OTHERWISE IN THE SPECIFICATIONS. EXTERIOR GLUE OR
STRUCTURAL II, EXTERIOR GLUE SHALL BE IN CONFORMANCE WITH I.B.C.
STANDARDS. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION &
NAILING REQUIREMENTS.
3.3. WOOD PLATES & BLOCKING: ALL WOOD PLATES & BLOCKING IN DIRECT
CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
WITH AWPA APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF
ASPHALT IMPREGNATED PAPER BETWEEN UNTREATED LEDGERS,
BLOCKING, ETC., & CONCRETE OR MASONRY.
3.4. TIMBER CONNECTORS: TIMBER CONNECTORS CALLED OUT BY LETTERS
& NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS
SPECIFIED IN THEIR CATALOG C-2021. EQUIVALENT DEVICES BY OTHER
MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE
NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.
CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MFR'S
RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO
MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.
PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG
SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS
SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE
SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL
BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL
DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U"
SERIES HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO
FLUSH BEAMS WITH "U" SERIES HANGERS.
4. GENERAL PROJECT INFORMATION:
4.1. SITE VERIFICATION: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS & CONDITIONS ON SITE PRIOR TO CONSTRUCTION. THE
STRUCTURAL ENGINEER HAS NO KNOWLEDGE OF, & IS NOT
RESPONSIBLE FOR, THE SITE & SOIL CONDITIONS.
4.2. UTILITIES: CONTRACTOR SHALL VERIFY LOCATIONS OF ALL SITE
UTILITIES PRIOR TO EXCAVATION.
4.3. SHORING: CONTRACTOR SHALL PROVIDE TEMPORARY BRACING &
SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL
FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE W/ THE
PLANS.
4.4. MEANS & METHODS: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
THE REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES,
SEQUENCES & PROCEDURES REQUIRED TO PERFORM THE WORK.
4.5. CHANGES: CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN
WRITING TO THE ARCHITECT & STRUCTURAL ENGINEER FOR APPROVAL
PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON
SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
4.6. DRAWINGS: "DRAWINGS" INDICATE GENERAL & TYPICAL DETAILS OF
CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED
BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS
OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL
BY THE STRUCTURAL ENGINEER.
4.7. STRUCTURAL DRAWINGS: THE STRUCTURAL DRAWINGS SHALL BE USED
IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR BIDDING &
CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS &
CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
4.8. OTHER DRAWINGS: REFER TO ARCHITECTURAL DRAWINGS FOR WALL
OPENINGS, ARCHITECTURAL TREATMENT & DIMENSIONS NOT SHOWN.
REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR SIZE & LOCATION
OF DUCT OPENINGS, PIPING, CONDUITS, ETC. NOT SHOWN. VERIFY ALL
DIMENSIONS & CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING
WORK & NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES. REFER TO THE SPECIFICATIONS FOR INFORMATION
NOT CONTAINED IN THESE GENERAL NOTES.
4.9. FIELD ERECTED FABRICATIONS: ALL STRUCTURAL SYSTEMS WHICH ARE
TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE
SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH THE
INSTRUCTIONS PREPARED BY THE SUPPLIER.
5. TESTS & INSPECTIONS:
5.1. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED IN
ACCORDANCE WITH I.B.C. CHAPTER 17 BY A TESTING AGENCY
APPROVED BY THE AUTHORITY HAVING JURISDICTION FOR THE
FOLLOWING COMPONENTS:
L GUARD RAILING INSTALLATION.
5.1. INSPECTION REPORTS: SUBMIT SPECIAL INSPECTION REPORTS TO THE
CITY OF EDMONDS BUILDING DEPARTMENT, THE GENERAL
CONTRACTOR, PROPERTY OWNER, ARCHITECT, & THE STRUCTURAL
ENGINEER OF RECORD.
- END OF GENERAL STRUCTURAL NOTES -
AM E NTOG RO U P
710 2nd Avenue, Suite 400
Seattle, WA 98104
amentogroup.com
O f 3
AL'
NAL��G�
03/09/2023
ENGINEER'S SEAL APPLIES TO
STRUCTURAL DESIGN ONLY
The documents created by
Amento Group and its
Consultants for this project are
instruments of Amento Group's
service. Amento Group retains all
common law, statutory and other
reserved rights, including the
copyright. Amento Group's
documents shall not be used by
anyone on any other project,
except with Amento Group's
written permission.
TU RESIDENCE
7219 164th PL SW
EDMONDS, WA 98026
DECK
REPLACEMENT
DESIGN
APPROVED STRUCTURAL DETAILS
PERMIT
PLANS MUST E DOCUMENTS
PROJECT#:
ON JO SITE
200291
DRAWN BY:
WFL
CHECKED BY:
DSJ
= The following documentation shall be available on REVISIONS:
site for the building inspector: •
F-] COE APPROVED ARCHITECTURAL PLAN SET '
■ BLDG DEPT:
COE APPROVED STRUCTURAL PLAN SET '
[:]COE REVIEWED CALCULATION PACKET RECEIVED
- ❑ ENERGY CREDIT WORKSHEET Mar 16 2023
■ CITY OF EDMONDS
DEVELOPMENT SERVICES
■ 0SITE PLAN DEPARTMENT
❑ CIVIL PLAN
■ ; DATE:
. � 03-09-23
■ SHEET TITLE:
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 GENERAL
STRUCTURAL
NOTES
SHEET #:
BLD2023-0325
S001
LEGEND:
(E) J1 (E) JOISTS, SIZE VERIFY IN FIELD
(E) R1 (E) (5) - 2X10 RIM JOISTS, SIZE VERIFY IN FIELD; IF NOT PRESENT,
STRENGTHEN AS DIRECTED BY STRUCTURAL ENGINEER OR
REPLACE W/ 2.0E 3-1/2 X 11-1/4 PSL BEAM
J2 P.T. 2X8 HF #2 JOISTS @ 16" O.C.
R2 (2) - 2X8 HF #2 RIM JOISTS / JOISTS
L1 P.T. 2X8 HF #2 LEDGER
B1 P.T. 4X10 HF #2 BEAM
B2 P.T. 4X8 HF #2 BEAM
S1 (2) - P.T. 2X12 HF #2 NOTCHED STAIR STRINGER @ 12" O.C.
UPPER FLOOR DECK FRAMING PLAN
1 /4" = 1'-0"
LEGEND:
P1
S1
deckplan
P.T. 4X4 HF#2 POST
(2) - P.T. 2X12 HF #2 NOTCHED STAIR STRINGER @ 12" O.C.
LOWER FLOOR & FOUNDATION PLAN
1 /4" = 1'-0"
deck_plan_002
(E) BUILDING EXTERIOR WALL, TYP
ALIGN RAILING AND
WINDOW DIVIDER POST
STAIRWAY WITH
HANDRAIL
F*WTINTAMUOM
2 4
S2.0 S2.0
TYP TYP
(E) R1
DOWN r \
J2 . \
I
NOT IN SCOPE OF WORK
SIMPSON DTT1Z TENSION TIES,
TYP (TOTAL OF (8) - PLACES)
3'-0"
7
1�1- '
J2
ti 1
_BEAM CANT. 7
S2.0
TYP
\—BEAM HANGER, TYP
----o\-P.T. 2X4 FLAT V-BRACE—
AT BOTTOM, TYP
BEAM CANT.
� ' R2 �k---POST BELOW, TYP
1'- 0'
DECKING BOARD PER
DOUBLE JOIST W/ JOIST OWNER, TYP
HANGER, CONT 15'-0" EDGE OF DECK, TYP
JOIST CANTILEVERED, TYP
(E) BUILDING EXTERIOR WALL, TYP
(E) WOOD FRAMED PLATFORM
STAIRWAY
STAIRS:
(15) - RISERS @ 7-1/2" RISE +/- &
(14) -TREADS @ 11" RUN
ADD POST & FOOTING, TYP
REUSE (E) CONC FOOTING &—
(E) POST BASE FOR POST, TYP
6'-7" 6'-711
(E) STEP
4
S2.0
TYP
J
J2
(E) CONIC PLINTH & (E) FOOTING
7
S2.0
TYP
EQ
ADD POST & FOOTING, TYP
0
EO
BEAM CANT.
DECKING BOARD PER OWNER, TYP
ALUMINUM GUARDRAILING
ALL EXTERIOR DECK FLOOR
PERIMETER EDGES, PER OWNER
N
AM E NTOG RO U P
710 2nd Avenue, Suite 400
Seattle, WA 98104
amentogroup.com
ENGINEER'S SEAL APPLIES TO
STRUCTURAL DESIGN ONLY
The documents created by
Amento Group and its
Consultants for this project are
instruments of Amento Group's
service. Amento Group retains all
common law, statutory and other
reserved rights, including the
copyright. Amento Group's
documents shall not be used by
anyone on any other project,
except with Amento Group's
written permission.
TU RESIDENCE
7219 160 PL SW
EDMONDS, WA 98026
DECK
REPLACEMENT
DESIGN
STRUCTURAL DETAILS
PERMIT
DOCUMENTS
PROJECT #:
200291
DRAWN BY:
WFL
CHECKED BY:
DSJ
REVISIONS
BLDG DEPT:
RECEIVED
Mar 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DATE:
03-09-23
SHEET TITLE:
DECK FRAMING &
FOUNDATION
PLAN
SHEET #:
S100
EMPLOY CS 16 AT
SIMPSON CS 16,
Flashing shall be
GUARDRAIL
WRAPAROUND
SEE DETAIL 2/S2.0 FOR
LEDGER & JOISTS
(E) WALL FRAMING
AM E NTOG RO U P
ATTACHMENT
RIM JOIST
installed to prevent
SIMPSON LU
(E) WALL FRAMING
ONLY
CONNECTION
710 2nd Avenue, Suite 400
JOIST HANGER Water intrusion
DECKING BOARD
11" TYP
(E) FLOOR SHEATHING
Seattle, WA 98104
GUARDRAIL
I I
DECK BOARD
DECK BOARD
(E) FLOOR SHEATHING
ATTACHMENT
0 (1) - SIMPSON H2.5A
PER PLAN
amentogroup.Com
PER MFR
1 CLIP AT EACH FACE
I Fil OF JOIST
SIMPSON LU
1
JOIST HANGER
'
COTT ✓O,t,
``Ns
RIM JOIST
WAS
F Hj
PER PLAN
P.T. 2X SOLID BLKG
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4
(E) DOUBLE RIM,
JOIST PER PLAN,
P.T. 2X4 V-BRACE BOT
JOIST PER PLAN �.
E DOUBLE RIM,
(E)
�
JOIST PER PLAN
SIZE VERIFY IN FIELD
CANTILEVERED
��
W/ (2) - #10 X 3 S.S.
SIMPSON DTT1Z TENSION
SIZE VERIFY IN FIELD
3 w�
; v w
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(1) - 5/8" DIA. X 5" LONG
LEDGER PER PLAN
SIMPSON AC4
WOOD SCREWS
TO EACH JOIST
TIE W/ (1) - 3/8" DIA. S.S. X L SECTION
MIN 3" THREAD
��s
S.S. LAG SCREWS W/
(2)-16 D NAILS @ 16" O.C.
P.T. 2X4 V-BRACE BOT
POST CAP
SECTION BEAM PER PLAN
REQ'D LAG SCREWS &
(8) - 0.148" X 1-1/2" NAILS
PENETRATION
03 2023
TO LEDGER
W/ (2) - #10 X 3" S.S.
POST PER PLAN
TO JOIST
LEDGER PER PLAN
ENGINEER'S SEAL APPLIES TO
O
STRUCTURAL DESIGN ONLY
SECTION
WOOD SCREWS
NOTE: JOIST AND BEAM TO POST CONNECTION APPLIES AT DETAIL SIMILAR.
NOTE: SEE PLAN FOR DTT1Z LOCATIONS.
TO EACH JOIST
The documents created by
1 NOT USED
2 TYP LEDGER TO JOISTS AT
(E) EXT WALL
3 TYP BEAM
TO POST AT JOIST CANT.
4 TYP TENSION TIE TO JOISTS
Amento Group and its
Consultants for this project are
S2.0
S2.0 1" = 1'-0"
WD_LDG_JST_001
S2.0 1" = 1'-0"
WD_BM-PST _001
WD_JST_TIE_001
S2.0 1" = 1'-0"
instruments of Amento Croup's
service. Amento Group retains all
LEDGER PER DETAIL 2/S2.0
common law, statutory and other
E JOISTS, CANTILEVERED,
( )
FASTENER PER
DECKING BOARD TYP
ADD (1) - SOLID BLKG
FOR DOUBLE BLKG;
DECKING BOARD
reserved rights, including the
copyright. Amento Group's
TYP
DECKING MFR
SIMPSON CS 16
VERIFY IN FIELD
RIM JOIST
documents shall not be used by
WRAPAROUND—
STAIR TREADS, TYP
3" +/-
PER PLAN
anyone on an other project,
Y Y p J
BEAM
except with Amento Group's
DECKING BOARD
ICI
SIMPSON LCE4
written permission.
-__ -
POST CAP
BEAM PER ---,I
PLAN
11" TYP
77-1
STAIR STRINGER
GUARDRAIL
PER PLAN
T
TU RESIDENCE
(E) WALL FRAMING/
SIMPSON LTP4 CLIP,
ATTACHMENT
(E) FLOOR FRAMING
SHAPED BEARING ----__BEAM
PER PLAN
EACH END
PER MFR
SEAT FOR STAIR r 77�-
SIMPSON
P.T. 2X4 V-BRACE BOT
STRINGER, TYP
POST PER PLAN
(2) -ROWS 16° NAILS
LPC4Z
SECTION W/ (2) - #10 X 3" S.S.
7219 1641h PL SW
@ 16" O.C.
POST CAP
WOOD SCREWS
SIMPSON HUC48
EDMONDS, WA 98026
JOIST PER PLAN
POST PER
TO EACH JOIST
BEAM HANGER
DOUBLE JOISTS
SECTION
PLAN JOIST PER PLAN
BEAM PER PLAN
AT STEP
SECTION
NOTE: EMPLOY SIMPSON CS 16 AT GUARDRAIL ATTACHMENT ONLY.
DECK
5 NOT USED
6 TYP STEP AT (E) DECK
7 TYP WOOD BLOCKING REPAIR AT (E) JOISTS
8 HIGH BEAM TO LOW BEAM AT
POST
52.0 1-1/2" = V-0" WD_STEP_DECK_001
52.0 1 " = 1'-0°
WD_BLKG_RPAR_001
S2 0 1 " = 1'-0°
WD_BM_BM_001
REPLACEMENT
S2.0
DESIGN
1'-6"
POST, CONC
PLINTH &
RIM JOIST PER PLAN
T a
T FOOTING
1-1/2" CLR �
1-1 /2 EACH WAY
CLR
STAIR STRINGER
_ SIMPSON CB44
I
PER PLAN
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11 B
t POST BASE W/
a(2) - 5/8" DIA. S.S.
POST
S26B
.0
STRUCTURAL DETAILS
S2.0 I a
THRU BOLTS
PLAN
.-.
a
CONC PLINTH
w FINISH GRADE
8" DIA. =
#3 XOTIES, 0
SIMPSON LTP4 CLIP, --
JOINT STRINGER &
5-1/2" MIN
PERMIT
Q
BEAM -
DOCUMENTS
& REINF.
CONC FOOTING
(3) - @ 2" O.C.
III -III -III- 11
AT TOP, 'i-IIII�III=' II
L
-----------
SHAPED BEARING
SEAT FOR STAIR
�IIIII; (4) - #4 X
PROJECT#
PER PLAN BALANCE Z
VERT, HOOK
_ STRINGER, TYP
A PLAN
@ 4" O.C. a a ENDS IN
_----------
20029
- FOOTING
BEAM PER PLAN
DRAWN BY:
oa
T
;
WFL
III i
=
#4 EACH
�
SIMPSON AC4
CHECKED BY:
DSJ
fill'
POST CAP
REVISIONS:
STANDARD 'CV U WAY AT BOT
HOOK, TYP SECTION POUR FOOTING
B
ON UNYIELDING
POST PER PLAN
9 NOT USED
10 NOT USED
11 TYP POST
TO CONC FOOTING SOIL
S2.0 1" = 1'-0"
WD_CONC_FTG_001
A ELEVATION
S2.0
S2.0
BLDG DEPTSTA:
STRINGER
PER PLAN
JOIST PER PLAN
RECEIVED
(E) DECKING BOARD
Mar 16 2023
NOTCH STRINGER
CITY OF EDMONDS
DEVELOPMENT SERVICES
5-1/2" MIN
TO FIT TRUST BLK
I
DEPARTMENT
\
�Xl
(E) JOIST, SIZE
- -_ _ P.T. 2X4 TRUST BLK
VERIFY IN FIELD
I I
DATE
03-09-23
SHEET TITLE
1
(E) FINISHED
GRADE
STRUCTURAL
DETAILS
SIMPSON HUTF
P.T. 4X SOLID BLKG
1/2" DIA. X 6" LONG
HANGER, TYP;
SECTION S.S. LAG SCREWS
SIMPSON LU HANGER
@ 9" O.C. IN PRE-
DECKING BOARD, TYP
AT EACH END
BORED HOLES
SHEET #
(TOTAL OF (4) -
SCREWS)
PLAN
g
13 NOT USED
14 NOT USED
15 TYP STAIR
52.0 1" = 1'-0"
STRINGER TO (E) PLATEFORM
WD_STGR_BOT _001
16 TYP STAIR STRINGER TO LOW
52.0 1" = 1'-0"
BEAM
WD_STGR_PST_001
S2 0 0
S2.0
52.0