APPROVED RESUB1 BLD2024-0359+STRUCTURAL PLANS +6.14.2024_7.18.33_PM+4324775SHEARWALL SCHEDULE
SW EXP
Notes apply as called out in table below.
1 Anchor bolts embedded at least 7", or'/z"0 *Titen-HD w/ 4" min embed. See detail SWB.
2 *MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dx11/2"
nails (minimum nailing) and when replacing 5/s"0 sill bolts use 9-10dx1'/2" nails (maximum nailing).
3 See detail SWE Connections vary depending on condition. 3a May substitute 16d toe nails @ 8"oc for #A35.
4 See detail CTS.
5 See detail SWB.
6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud.
8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim.
At double -sided shearwalls, stagger on both plate edges.
SHEAR FLOW CONNECTIONS / SPACING
S
SILL -TO -
FLOOR -TO -
ROOF -TO -
WALL BASE PLATE
CALL
FOUNDATION 1, 2
SILL &WALL
WALL 4
5
OUT
5/8"0 @ 60"oc or
#A35 @
$SDWS @
16d @ 10"oc
A
/�i
1/2"0 @ 60"oc
32"oc 3a
12"oc
5/8"0 @ 60"oc or
*A35 @
*SDWS @
16d @ 8"oc
B
1/2 "0 @ 48"oc
32"oc
12"oc
5/8"0 @ 48"oc or
*A35 @
*SDWS @
16d @ 4"oc
1/2"0 @ 32"oc
16"oc
12"oc
HOLDOWN SCHEDULE
Iv
WALL SHEATHING
CALL
OUT
SHEATHING
THICKNESS
EDGE
NAILS
6
7/16"
8d @ 6"oc
2
7/16" 6
8d @ 2"oc
1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall.
See Detail MHE
2 Fasten to the end framing members of the shearwall, u.n.o.
3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required.
4 Provide the minimum embedment and edge distances specified by the manufacturer.
5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o.
6 See detail HDNfor installation.
HOLDOWN / STRAP
1, 2, 4, 6
FASTENERS 5
FOUNDATION
ANCHOR 1, 3, 4, 6
END POST,
TYP U.N.O. 6
COMMENTS
*HTT4
18-10d common
$SSTB16
3-2x6
8" Min Stem
*HTT4
18-10d common
5/8"�T.R.
3-2x6
6" Min Stem, See Detail EPX
GENERAL STRUCTURAL NOTES continued
WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their
intended application (group 5 species not allowed).
SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter
designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the
number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number
designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
engineering calculations.
Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See
Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs
shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate
nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not
provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the
shearwall below.
Rated sheathing:
7/16" OSB rated with a 24/16 span rating.
1/2" CD with a 32/16 span rating.
See applicable detail(s): SWE
ROOF DIAPHRAGM Install either OSB or CD sheathing:
3/4" OSB rated sheathing with a 48/24 span rating;
panel clips required when spacing is greater than 20" oc.
3/4" Plywood rated sheathing with a 48/24 span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows
half the long dimension. Nail all boundaries and supported edges with 10d @ 6"oc and interior supports
with 10d @ 12"oc, blocking not required u.n.o.
FLOOR DIAPHRAGM Install minimum
23/32" rated Sturd-I-Floor T&G with a 24oc span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
supports with 10d @ 12" oc, blocking not required u.n.o.
COLLECTORS Diaphragms shall be nailed continuously to rims, drag struts, drag trusses and other collector
elements at boundary spacing, u.n.o.
See applicable detail(s): DTC CS
CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "*", indicates a hardware
connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities
from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructions.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification
for Wood Construction (NDS) u.n.o.
HOLDOWNS See the HOLDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POSTCAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s)
U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam.
HANGERS Model numbers will be specified on the plans for conditions that require more than minimum
capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific
model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or
shimming of beam not allowed unless specified.
JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
GENERAL STRUCTURAL NOTES
CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
other codes required by the governing jurisdiction.
PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve
the integrity of the structure throughout it's lifetime.
INSPECTIONS Notify Building Department for inspections required by local jurisdiction.
SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed
level soil devoid of any organic material and below indicated frost line.
COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and
debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent
of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures.
BACIGILL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
FOUNDATIONS AND RETAB04G WALLS Extend footings to undisturbed bearing soil. Do not backfill until all
slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement.
See applicable detail(s): FTG
SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (1/2"(� t-Titen-HD w/
4" min embed). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not
more than 6 feet apart, with one bolt located not more than 12" or less than 4" from each end of each
CONCRETE fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or
unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum
of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be
prevented through proper handling and placement.
REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be
Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices.
CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o.
See applicable detail(s): RI
FOOTING DRAINAGE Footing drainage per Building Code section 1805.4.2 & Residential Code section
R405.1.
WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated.
Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations.
CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact
with pressure treated wood shall be hot -dipped zinc -coated galvanized.
EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate
preservative treated wood in an interior, dry environment shall be permitted.
SOLID SAWN LUMBER shall meetthe following minimum grades (u.n.o.) conforming to "WWPA GRADING
RULES FOR WESTERN LUMBER', latest edition:
BEAMS, POSTS, RAFTERS, JOIST
6X and wider DF#1
4X DF#1
2x 10 and greater DF#2 or SPF#2
2x 8 and smaller SPF#2
WALL STUDS
2x SPF#2
WALL FRAMING & BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base
plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.).
Block all supports solid to the foundation.
See applicable detail(s): BHS TPS
Full cavity blocks shall be required where party walls intersect exterior walls.
BEAM PENETRATIONS Allowable beam penetrations shall be made in the middle third of the span and the
middle third of the depth. Contact this office for any penetration outside the allowable area.
See applicable detail(s): BP POF
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
: THE FOLLOWING DOCUMENTATION SHALL BE
: AVAILABLE ON SITE FOR THE BUILDING INSPECTOR:
FXJ COE APPROVED ARCHITECTURAL PLAN SET
FXJ
COE APPROVED STRUCTURAL PLAN SET :
[]COE
REVIEWED CALCULATION PACKET
ENERGY CREDIT WORKSHEET
: SITE PLAN
CIVIL PLAN
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
PLAN INSTRUCTIONS
READ THIS FIRST
These plans are organized so that more detailed or specific information is found in the same
way by following the direction shown below:
GENERAL STRUCTURAL NOTES
SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
specific information.
SCHEDULES
DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more
specific information.
DETAILS
PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
specific information.
PLANS
See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional
information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note,
indicates that the information specified shall apply in all similar conditions.
IF YOU HA VEANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TEL Y!
We can be reached immediately by phone: (425) 778-1023
For less pressing questions, email us: inbox@ssseng.com
Please help us get to your plans by having this job number handy: S2312030
ABBREVIATIONS AND ACRONYMS
ABV ABOVE E.S. EACH SIDE O.C. ON CENTER
A. B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED
BLW BELOW EA EACH REINF REINFORCEMENT
BILK BLOCK E.N. EDGE NAILING REQD REQUIRED
BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE
B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR
BTM BOTTOM FDN FOUNDATION STD STANDARD
BRG BEARING FLR FLOOR STRUCT STRUCTURAL
BTWN BETWEEN FRMG FRAMING SW SHEARWALL
CLR CLEAR FTG FOOTING THRU THROUGH
CLTR COLLECTOR G.T. GIRDER TRUSS T.R. THREADED ROD
CONIC CONCRETE GR GRADE TYP TYPICAL
CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED
CONT CONTINUOUS MAX MAXIMUM OTHERWISE
CTR CENTER MFG MANUFACTURED VERT VERTICAL
DBL DOUBLE MIN MINIMUM w/ WITH
DET DETAIL o/ OVER w/o WITHOUT
E.E. EACH END oc ON CENTER W.W.F. WELDED WIRE FABRIC
DESIGN CRITERIA
Governing Code 18 IBC Risk Category H
Wind Design Data
Earthquake Design Data
Gravity Load Data
Roofs: loads are psf
Dead Live Snow
Rafters'
-Pitches < 8:12 15 0 25
Floors: loads are psf
Dead Live Snow
Joists5 12 40 0
Notes apply as called out in table above.
1 Rafters of sawn lumber or wood I -joists.
5 Joists of sawn lumber or wood I -joists.
Assumed Soil Data
Allowable Soil Bearing 2000 psf
Basic Wind Speed (3 sec gust) mph
98
Surface Roughness
B
Wind Exposure Category
B
Seismic Importance Factor, 1,.1.00
Site Classification
D
1-Second Acceleration, S1
0.453
Seismic Design Category
D
Spectral Response Coefficient,
SIDS
1.029
Spectral Response Coefficient,
Sol
Seismic Base Shear, V (Transverse)
1534
Ibs
SSS Number:
s2312030
Project Name:
8722 Main Street
(00
A
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Owner:
Glenn &Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
Internal Pressure Coefficient 0.18
Topographic Factor, Kt 1.00
Ground Elevation Factor, � 0.99
BOTTOM PLATE
#PSPN516 w/
8-16d NAILS INTO
FLOOR SHEATHING
TOP PLATE, E.S.
#PSPN58 w/
1-8d NAIL INTO
#PSPN58
PLUMBING
BASE PLATE, E.S.
PLUMBING
O
O
FLOOR
#PSPN516
NOTCH AS
WALL STUD,
REQUIRED
TYP
DBL TOP PLATE
[!:7
WALL STUD, TYP
ELEVATION VIEW
TOP PLATE NOTCH BOTTOM PLATE NOTCH
PLAN VIEW
PLAN VIEW
PENETRATION OF FRAMING - EXTERIOR WALL
N.T.S.
#CS16 w/
MIN (11) -10d FASTENERS DIAPHRAGM
PER MEMBER, U.N.O.
COLLECTOR COLLECTOR
BEAM OPTIONAL STRAP
LOCATION -
COLLECTOR STRAP
#CS16 w/
MIN (11) -10d FASTENERS
PER MEMBER, U.N.O.
DIAPHRAGM
COLLECTOR COLLECTOR
TIGHT -FIT SPLICE OPTIONAL STRAP
LOCATION -
COLLECTOR STRAP
COLLECTOR SPLICE
N.T.S. CSAB
BOUNDARY NAIL ALONG
LENGTH OF COLLECTOR
COLLECTOR
BOUNDARY NAIL ALONG
LENGTH OF
DIAPHRAGM PER
STRUCT NOTES
INTERMEDIATE FRAMING
DIAPHRAGM TO COLLECTOR
ABUTTING PANEL EDGES
PENETRATIONS IN THIS AREA DO NOT
REQUIRE APPROVAL FROM THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES HOLES MUST BE ROUND AND ARE LIMITED TO
IN THE SHADED AREA OF THE BEAM WITHOUT MIN CLEAR SPACING V2"0 OR%o DEPTH OF MEMBER, UNLESS
PRIOR APPROVAL OF THE ENGINEER SHALL BE 8x THE APPROVED BY THE ENGINEER
DIAMETER OF THE
L/8 —� LARGER HOLE L/B
d//44
DEPTH d/2 O O U
d/4
L/8 ) L/2 ) L/8
L
DEPTH
DO NOT MAKE PENETRATIONS OR NOTCHES
IN THE SHADED AREA OF THE BEAM WITHOUT
PRIOR APPROVAL OF THE ENGINEER
DEPTH
GLB
MIN CLEAR SPACING
SHALL BE 2x THE
DIAMETER OF THE
LARGER HOLE PENETRATIONS IN THIS AREA DO NOT
REQUIRE APPROVAL FROM THE ENGINEER
SPAN Y3 SPAN % SPAN
s
PAN
SAWN
BEAM PENETRATIONS, TYPICAL DETAIL
Sib
1311 1 #HTT4 1
I �
411
(3) 2x6 r�115 U.N.C.
4
HTT4- A
HDN HOLDOWNS
N.T.S. BPAA I I N.T.S. HDNA
EXTENT OF
SHEARWALL
EXTENT OF
rnrnnl r rrl In SHEARWALL n„I Inl r Tnn nl "Tr fTPSTSWin
VI\ll I LL JIVV V/lVL I Vll L
OR HOLE THAT CAN BE ADDED TO AS HEARWALL
SWE SHEARWALL ELEVATION
DIAPHRAGM
BOUNDARY NAILS ROOF DIAPHRAGM PER
STRUCTURAL NOTES
BEAM/COLLECTOR
#SDWS 0.22" 0 x 6"
PER SHEAR WALL SCHEDULE,
SHEAR WALL 12"oc MIN
COLLECTOR TO SHEARWALL
DBL 2x STUD
EDGE NAILING
HOLDOWN
EMBEDDED
STRAP
STUDS PER
HOLDOWN SCHED
EDGE NAILING
2x STUD
HOLDOWN AT CORNER
SW SHEATHING
STRAP SHOWN
AROUND CORNER
__J N.T.S. MGKAT L__J N.T.S. N.T.S. HOCA
(Q� 1 rA GVGnII v conrrn
4N SPLICE
TOP PLATE SPLICE
DOUBLE TOP PLATE SPLICE
N 2x
DISCONTINUOUS
DBL TOP PLATE
POST
BEAM
#CS16 w/,
(13)10d NAILS EA END
DISCONTINUOUS DBL TOP PLATE
N.T.S. DTCA L N.T.S. TPSA
WALL
ANCH PER
SW SCHED
EDGE NAILS
2x SILL U.N.O.
PER SW SCHED
HOLDOWN
SHEARWALL
FDN
THREAD ROD
PER HLDN SCH
SHEARWALLS TO FOUNDATION
FRAMING
4x RIM
2'-0" MAX
DBL STUD
WALL BASE
WALL
14" MIN
EACH SIDE
PLATE CONN
PONY WALL,
PER SW SCHED
DIAPHRAGM PER
CONSTRUCT
PROVIDE COUPLERS AS
STRUCT NOTES
PER SW ABOVE
REQD TO EXTEND
RIM/BLKG
ANCH PER
U.N.O.
THREADED ROD TO
HOLDOWN
SW SCHED
EDGE NAILS
2x SILL U.N.O.
FDN
PER SW SCHED
EMBEDMENT PER
HOLDOWN SCH
SHEARWALLS TO FLOOR TO FOUNDATION
PONYWALL ADD'L REQUIREMENTS
(IF OCCURS)
SWB
SHEARWALL BASE PLATE & FND CONNECTIONS
N.T.S.
SWBA
""l & #CS16
.6)10d
HOWN
Q STUDS
REQUIRED STUDS
BEAM
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
(2) 2x4
(2) 2x6
3/2x (MANF)
6x & 3-2x (SAWN)
5%x (GLB)
(3) 2x4
(3) 2x6
5%x (MANF)
8x (SAWN)
6%x (GLB)
(4) 2x4
(4) 2x6
7x (MANF)
GIRDER TRUSS
(3) 2x4
(3) 2x6
REQUIRED TRIMMERS
HEADER
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
2x4
2x6
3/2x (MANF)
6x & 3-2x (SAWN)
5%x (GLB)
----
(2) 2x6
5 qx (MANF)
REQD
TRIMMERS
NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS
BHS BEAM & HEADER SUPPORTS
N.T.S.
SSS Number:
s2312030
Project Name:
8722 Main Street
Owner:
Glenn & Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
S210
DIAPHRAGM BOUNDARY NAILS
DIAPHRAGM PER
STRUCTURAL NOTES
JOIST/BEAM
HANGER
2x12 P.T. LEDGER w/
(2) ROWS %" O x 6" #TITEN-HD @ 16" oc
EXISTING FOUNDATION WALL
1 �1
1mm
FLOOR LEDGER TO FOUNDATION
N.T.S.
PLAN VIEW 6x8 BEAM, U.N.O.
A -I
SECTION A -A
#HGA10KT E.S. w/
(4) q" x 3" #SDS TO 4x8 BEAM
(4) q" x 1%" #SDS TO 6x8 BEAM
4x8 BEAM
6x8 BEARS ON PLATE,
2" BEARING LENGTH
BEAM TO BEAM CONNECTION
DIAPHRAGM
BOUNDARY
NAILS
JOIST
HANGER
2x12 LEDGER w/ (3) #SDWS 0.22" x 3"
SCREWS INTO EXISTING RIM @ 16"oc MAX
SHEAR WALL
LEDGER TO RIM
N.T.S.
RAFTERS
L — — —
r�
4x8 BEAM
BEAM TO BEAM CONNECTION
N.T.S. L-i N.T.S.
EXISTING RIM
4x10 BEAM
#HGA10KT E.S. w/
(4) q" x 3" #SDS TO 4x8
(4) q" x 1%" #SDS TO 4x10
SSS Number:
s2312030
Project Name:
8722 Main Street
Owner:
Glenn & Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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201 373
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
S211
d
D
180°
4d or
2%" MIN.
BAR
D
#3
1 %"
#4
2"
#5
2 %"
#6
4%"
#7
5%"
#8
6"
LEGEND
d = BAR DIAMETER
D = FINISHED BEND DIAMETER
Note:
1. STANDARD HOOKS SHALL CONFORM TO ACI 318
SECTION 25.3
12d 2. REINFORCING SHALL BE COLD BENT.
STANDARD HOOKS
N.T.S. SHA
HOLDOWN ANCHOR
e
FOUNDATION WALL —
MINIMUM STEM HEIGHT
REQUIRED TO ACCOMMODATE
ANCHORAGE PER
HOLDOWN SCHEDULE
FOOTING
1
L---J
STD 900 HOOK INTO
INTERSECTING GR BEAM
•
GR BEAM
�....T*.�,.,. REINF
MATCH HORIZ
REINF
V-6n CORNER BAR @ ALL
OUTER REINF
r REINF
STD 900 HOOK INT MATCH HORIZ �o \
INTERSECTING GR BEAM REINF
ALTERNATE EA BAR V-6n CORNER BAR @ ALL
OUTER REINF
l REINFORCEMENT AT INTERSECTIONS
N.T.S.
DIMENSIONS ASSUMED IN DESIGN
VERIFY DURING CONSTRUCTION
14" MIN CONCRETE
WALL 7
18" MIN
8" MIN CONCRETE FOOTING
14" MIN
REM REMODEL VERIFICATION
N.T.S.
e
HOEDOWN
e ANCHOR
e
EMBEDDED
STRAP
I / / NOTES: ,
/ -HTT4 holdown
EMBEDDED STRAP -(18) 0,148" x i%" nails
/ -5/8" diameter threaded rod (A307)
-12" embed into the concrete, u.n,o.
-Simpson SET-3G epoxy
t -Follow the manufacturers specifications for
installing the anchor and hardware
http://www.strongtie.com/products/anchorsystems/adhesives/adhesive_
anchorinq install.html#
DEEPEN FOUNDATION AS REQD TO
ACCOMODATE FOR HOLDOWN
EMBEDMENTS INTO WALL
MINIMUM HOLDOWN EMBEDMENT
N.T.S.
? 4 cycles
seconds
(mina
seconds
[min.)
—
(min.)
80
80
psi min.
psi min.
EPDXY - HTT4 RETROFIT
N.T.S.
NON -SHRINK GROUT:
SHALL MEET ASTM C 1107
2000psi in 24 hours
6000psi in 28 days
PLACEMENT:
Use a mixer large enough to permit continuous placement before any part of the grout has set. Place the grout quickly.
Rodding the grout lightly will help move material. Avoid vibration which can cause bleeding and segregation.
The air, mix & substrate temperatures should all be between 40OF (4.4°C) and 90OF
NON -SHRINK GROUT
TOP OF
GROUTED BASE PLATE
RIAA L__J
N.T.S.
#4 CONT w/in
TOP 12" OF WALL
FINISH GRADE
8 U.N.O.
8'-0" MAX
16" MIN #4 @ 48"oc
VERT '� \
#4 AT BTM
CONIC FTG 16" WIDE x 8" THICK w/
(2) #4 CONT, U.N.O.
3" CLR
" M" MAX)
}
P.T. SILL PLATE
& A.B.
CONC STEM WALL
CTRD ON FTG, U.N.O.
1 T-0" MAX
FINISH GRADE BETWEEN
�\\\\ j� GRADES
I�� I
#4 @ 48"oc
DOWELS w/
14" EXTENSION
INTO WALL & STD
HOOK IN FTG
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
FWSJ FOUNDATION WALL - STEM
REM N.T.S. FWSC
AMR
EMBED REBAR INTO EXISTING FDN WALL
(DRILL & SET-XP EPDXY 4" MIN)
MATCH THE SIZE, SPA
OF THE NE
EXISTING WALL
EXISTING FTG
NEW FDN IS
HELP ILLUS-
THE
NEW TO EXISTING FOUNDATION
N.T.S.
NEFA
5"
I'%" w/ (4) %" 0 A.B.
8 MIN EMBED INTO FTG
GBP
1011
3" i 4" i 3"
STEEL ASSEMBLY PER
ARCHITECTURAL
GROUT SHALL EXTEND
A -A TO FACE OF WALL
7
STEM WALL STEP, 8" MAX
..
#3 TIES @ TOP, BOT & MID -HEIGHT,
#4 VERTS (3 TOTAL) AT BRACED o P ENCLOSE VERTS & ANCHOR BOLTS
FRAME CONNECTION w/
STD HOOK INTO FTG, TYP
P •
2" CLR 10" THICK WALL
(2) #4 HORZ @ TOP & BOT CONT.
12" THICK x 36" x 36" FTG w/
v o P (5) #4 EA WAY AT BOT
. D � P 7° P. 'P•D. � D P
P .
P D P P
1'-0" P• • P V D .
EMBED > ,� P 7 'v
D
v
* . PD
P
Y'
p P ° P.
411
�� =1 I I=1 11=1 I I� 11=1TI=1 I �I 11=1 11=1 I
DBL NUT, TYP 3 CLR 1=1 I I=1 I I I BRG SOIL I I—III=1 I I=1 I I -
BRACED FRAMED TO FOUNDATION CONNECTION
N.T.S.
4" V-0"
4" 4" 4"
STEEL ASSEMBLY PER
TY2' w/ (4) %" 0 A B ARCHITECTURAL
8" MIN EMBED INTO FTG 'r,T
GBP
GROUT SHALL EXTEND
A A TO FACE OF WALL
P �p
P '
P.
a #3 TIES @ TOP, BOT & MID -HEIGHT,
P 2" CLR ENCLOSE VERTS & ANCHOR BOLTS
�, .. '
D. .
P " 12" 0 PLINTH
(4) #4 VERTS w/
STD HOOK INTO FTG 12" THICK x 36" x 36" FTG w/
P ; ; (5) #4 EA WAY AT BOT
P y .
1' 0° EMBED b D. D P o D P• v.
P
b '
. b •° P
311 CLR 1=1 I I —III —I BRG solL I I —III —I 11=1 I-
DBL NUT, TYP I I I I I I I I I I I I I'' III"I I II II I I I I I I -
PLINTH ON FOOTING
N.T.S.
2" MIN CLR
SECTION A -A
2" C
2'-0" MIN
2'-6" MAX
SECTION A -A
SSS Number:
s2312030
Project Name:
8722 Main Street
Owner:
Glenn & Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
S212
SYMBOL LEGEND
SLEXP
#HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FWS.
10" STEM WALL w/
(2) #4 CONT TOP & BOT,
#4 VERTS @ 16"oc w/
STD HOOK INTO FOOTING
F_
V-6" TYP I I
BEAM CONNECTION PER
ARCHITECTURAL, TYP
I-
1' 0" �
5"
FOUNDATION PLAN & FLOOR FRAMING
1/4" = V-O° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
SSS Number:
s2312030
Project Name:
8722 Main Street
Owner:
Glenn & Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
S310
SYMBOL LEGEND
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
#HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
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.
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. Consult detail BHS for posts not indicated on
the plans.
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
JL_ u
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
BEAM 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.
(D-
STEEL BEAM SECTION PE
ARCHITECTURAL,TI
1Y4` MAX BOTTOM NOTCH F
SUPPORT PERMITTED, T)
POLYCARBONATE ROOF PA
PER ARCHITECTURAL
STEEL ORDINARY BRACED FRAME w/
%" O ROD BRACES & CLEVISES RATED
FOR 14,000# (1.0E) ULTIMATE LOAD,
9800# (0.7E) ALLOWABLE,
DETAILS PER ARCHITECTURAL
0
EXIST'G HOUSE TO
REMAIN AS -IS, U.N.O.
FIRST FLOOR SHEARWALLS & ROOF FRAMING ABOVE
1/4" = V-0° DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2312030
Project Name:
8722 Main Street
Owner:
Glenn & Beth Farley
Project Location:
8722 Main Street,
Edmonds, WA
Design Professional:
Franklin Architecture
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This space reserved for
governing jurisdiction stamps
RESUB
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0359
ORIGIN DATE: 3/14/2024
REVISED: 6/13/2024
S411
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