Eslinger - 631 Elm St_200312_SSSplans_s1904025SHEARWALL SCHEDULE
SW EXP
Notes apply as called out in table below.
1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWB.
2 #MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dx1l/2"
nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx11/2" nails (maximum nailing).
4 See detail SWR. Letter designations a & b refer to specific conditions. For gable -end roof
connections see detail SWF.
5 See detail SWB.
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 @
*H1 @
16d @ 10"oc
1/2"0 @ 60"oc
48"oc 3a
24"oc 4a
5/8"0 @ 60"oc or
*A35 @
*LS50 @
16d @ 6"oc
112- 0 @ 40"ocFil
24"oc
36"oc 4b
HOLDOWN SCHEDULE
Al
WALL SHEATHING
CALL
OUT
SHEATHING
THICKNESS
EDGE
NAILS
6
7/16"
10d @ 6"oc
1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall.
See Deatil 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 HDN for installation.
HOLDOWN / STRAP
FOUNDATION
1, 2, 4, 6
FASTENERS 5
ANCHOR 1, 3, 4, 6
COMMENTS
#STHD14/14RJ
30-16d sinker
N/A
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 densityat optimum moisture content determined b ASTM D-1557 test procedures.
p Y
BACKFILL 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 RETAINING 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.
There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds
the wall height.
SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors
4"). 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 piece.
CONCRETE f'c = 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 IBC section 1805.4.2 & IRC 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 meet the 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#2
2x 10 and greater DF#2
2x 8 and smaller HF#2
WALL STUDS
2x HF#2
TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall
be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o.
If truss layout is changed by manufacturer, please notify this office.
See applicable detail(s): GEB
OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc.
Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6'-0" tall perpendicular to wide face.
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.).
Party walls shall be parallel walls with a 1" gap between. Each wall shall be framed with 2x4 studs at 16"oc
max with double 2x top plate, and 2x base plate.
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
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:
7/16" OSB rated sheathing with a 24/16 span rating;
panel clips required when spacing is greater than 20" oc.
1/2" CD rated sheathing with a 32/16 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 8d @ 6"oc and interior supports with
8d @ 12"oc, blocking not required u.n.o.
ROOF -TOP DECK 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.
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 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
POST CAPS 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.
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 VEA NY QUESTIONS OR CONCERNS CON TA CT 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: s1904025
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
BLK
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
TYP
TYPICAL
CONC
CONCRETE
GR
GRADE
U.N.O.
UNLESS NOTED
CONN
CONNECTION
HORIZ
HORIZONTAL
#
OTHERWISE
CONT
CONTINUOUS
MAX
MAXIMUM
VERT
VERTICAL
CTR
CENTER
MFG
MANUFACTURED
w/
WITH
DBL
DOUBLE
MIN
MINIMUM
w/o
WITHOUT
DET
DETAIL
o/
OVER
W.W.F.
WELDED WIRE FABRIC
E.E.
EACH END
oc
ON CENTER
DESIGN CRITERIA
Governing Code 15 IBC Risk Category H
Wind Design Data
Basic Wind Speed (3 sec gust) mph
110
Surface Roughness
B
Wind Exposure Category
B
Earthquake Design Data
Seismic Importance Factor, Ie
1.00
Site Classification
D
Short Period Acceleration, SS
1.264
1-Second Acceleration, S1
0.495
Seismic Design Category
D
Spectral Response Coefficient, Sps
0.843
Spectral Response Coefficient, Spl
0.497
Gravity Load Data
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Kt
1.00
Wind Importance Factor, I
1.00
Seismic Force Resisting System
Table 12.2-1: A-13
Response Modification Factor, R
6.5
6.5
Transverse
Longitudinal
2010 Equiv. Lateral Force Procedure
Seismic Response Coefficient, C,
0.130
0.130
Transverse
Longitudinal
Seismic Base Shear, V
1316
Ibs
Roofs: loads are psf
Dead Live
Snow
•Solar-Ready3
Pitches < 8:12
Top Chord 15 0
25
Bottom Chord 5 0
0
Roors: loads are psf
Dead Live
Snow
Joists5 12 40
0
Notes apply as called out in table above.
3 Dead load includes 5psf for photovoltaic panels.
5 Joists of sawn lumber or wood I -joists.
Soil Data
Allowable Soil Bearing 12000 psf
SSS Number:
s1904025
Project Name:
Eslinger - 631 Elm St
Owner:
Mike & Colleen
Eslinger
Project Location:
631 Elm Street
Edmonds, WA 98020
Design Professional:
Michel Design
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ORIGIN DATE: 5/6/2019
REVISED: 3/12/2020
S U
EXISTING SHIPLAP
SHEARWALL PER PLAN
EDGE NAILS PER SW SCHED 2x10 BLKG
HANGER , B/W STUDS
RAFTER
2x LEDGER w/ (3) % x 8" SOS
SCREWS PER STUD (16" oc MAX)
FDN
DFF
P.T.
2x SILL PLATE
ROOF LEDGER SUPPORTED BY WALL
LRW LOW ROOF TO WALL
N.T.S. LRWC
#LSTA24 OR #CS16 w/
MIN (9) -10d
DIAPHRAGM FASTENERS PER MEMBER
U. N.O.
COLLECTOR V COLLECTOR
BEAM OPTIONAL STRAr
LOCATION
CS COLLECTOR SPLICE
N.T.S. CSAB
BOUNDARY NAIL ALONG
LENGTH OF COLLECTOR
COLL
BOUNDARY NAIL ALONG
LENGTH OF
DIAPHRAGM PER
STRUCT NOTES
INTERMEDIATE FRAMING
ABUTTING PANEL EDGES
DTC DIAPHRAGM TO COLLECTOR
N.T.S.
DTCA
EXTENT OF HEADER
DOUBLE PORTAL FRAME
•
.
HEADER
•
[MIN 3"x 11.25" NET]
TOP PLATE TO HEADER w/
(2) ROWS 16d SINKERS @ 3"oc
#LSTA24 STRAP OPPOSITE SHEATHING
M[SHEATHING
FILLER IF NEEDED]
FASTEN SHEATHING TO HEADER WITH 8d
FOR A PANEL SPLICE
COMMON OR GALVANIZED BOX IN 3" GRID
[IF NEEDED], PANEL
2'-011
PATTERN AS SHOWN AND 3"oc IN ALL
EDGES SHALL BE
MAX
FRMG [STUDS BLKG, AND SILLS], TYP
BLOCKED, AND OCCUR
WITHIN 24" OF MID-
FRMG [MIN (2) 2x4], TYP
HEIGHT. ONE ROW OF
TYP SHEATHING-TO-
FRMG NAILING IS REQD.
8" MIN THICKNESS WOOD STRUCT
IF 2x4 BLKG IS
PANEL SHEATHING
USED, THE 2x4's MUST
#STHD14 EMBED FDN STRAP
BE NAILED TOGETHER
INSTALLED PER MANUFACTURER, TYP
WITH (3)16d SINKERS
%" 0 A.B. THRU (3) 2x4 MIN PLATES AND
EMBED 7" MIN IN FOUNDATION w/
MIN 2"x 2"x %6' PLATE WASHER
Y2" MIN
FDN PER DET "PFF"
TYP
PORTAL FRAME WITH HOLD-DOWNS
N.T.S.
BOTTOM PLATE
FLOOR SHEATHING
#PSPN58
PLUMBING
FLOOR
#PSPN516
_L7 DBL TOP PLATE
#PSPN516 w/
8-16d NAILS II
TOP PLATE, E,
— PLUMBING
#PSPN58 w/
1-8d NAIL INTO
BASE PLATE, E,S.
NOTCH AS
7
REQUIRED
WALL STUD, TYP WALL STUD,
TYP
TOP PLATE NOTCH BOTTOM PLATE NOTCH
PLAN VIEW PLAN VIEW
PENETRATION OF FRAMING - EXTERIOR WALL
N.T.S.
""1 & #CS16
6)10d
10WN
Q STUDS
REQUIRED STUDS
BEAM
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
(2) 2x4
(2) 2x6
3%x(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%x(MANF)
6x & 3-2x (SAWN)
5%x (GLB)
----
(2) 2x6
5%x(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.
(8)16d EVENLY SPACED,
TYP U.N.O.
16d @ 16" oc
TYP FACE NAILS
MIN 2x
4N SPLICE
TOP PLATE SPLICE
DOUBLE TOP PLATE SPLICE
N.T.S.
DISCONTINUOUS
DBL TOP PLATE
POST
BEAM
#CS16 w/,
(13) 8d NAILS EA END
DISCONTINUOUS DBL TOP PLATE
TPSA
FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA, UNLESS APPROVED BY THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING
IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT
PRIOR APPROVAL OF THE ENGINEER DIAMETER
LARGER HOLE
THE REQUIRE APPROVAL FROM THE ENGINEER
DEPTH
DEPTH % DEPTH O
DEPTH
SPAN
SPAN
SPAN
BEAM PENETRATIONS, TYPICAL DETAIL
N.T.S.
SPAN
ROOF DIAPHRAGM
PER STRUCT NOTES ���1
EDGE NAILS P
SOLID `vSS�
rlBLKG V I �
EXISTING #H2.5A
JOISTS MIN @ ALL
ROOF EXISTING
J�AVWALL MEMBERS JOISTS
_L U.N.C. @
SHEARWALLS
SHEARWALL w/ TRUSS OR RAFTER BEARING
SWkI SHEARWALL ROOF CONNECTIONS
#LS50 @ SHEARWALLS
PER SCHED
#H1 @
SHEARWALLS
EXISTING
JOISTS
a b
#H2.5A @ ALL
ROOF
MEMBERS
N.T.S. SWRA
DIAPHRAGM PER
STRUCT NOTES
FLR RIM/BLKG
(OR ROOF GABLE)
EDGE NAILS
PROVIDE
BLKG @ 48"oc
w/ JOIST -WALL
PARALLEL
EXTERIOR SHEARWALLS
SWF I SHEARWALL FLOOR CONNECTIONS
N.T.S.
SWFA
WALL
ANCH PER
SW SCHED
2x SILL U,N.O.
PER SW SCHED
FDN
SHEARWALLS TO FOUNDATION
SWB SHEARWALL BASE PLATE &FOUNDATION CONNECTIONS
N.T.S.
EXTENT OF
SHEARWALL
SWBA
EXTENT OF
",""I r ,m SHEARWALL m- ,", r T " "I A— TPS SWF SWR
AT -;IL 1-11AVIA fLIYLIIVIIlVIY '.I�lrrLL JI VV L)MJL rLMIL
OR HOLE THAT CAN BE ADDED TO A SHEARWALL
SWE SHEARWALL ELEVATION
N.T.S.
SSS Number:
s1904025
Project Name:
Eslinger - 631 Elm St
Owner:
Mike & Colleen
Eslinger
Project Location:
631 Elm Street
Edmonds, WA 98020
Design Professional:
Michel Design
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ORIGIN DATE: 5/6/2019
REVISED: 3/12/2020
2
GR BEAM
FnnTTMr;c I REINF
MATCH HORIZ
STD 900 HOOK INTO REINF
INTERSECTING GR BEAM 1�-6CORNER BAR @ ALL
OUTER REINF
•
REINF
• 1 WALLS
STD 900 HOOK INT MATCH HORIZ
INTERSECTING GR BEAM REINF
ALTERNATE EA BAR V-6" CORNER BAR @ ALL
OUTER REINF'—'
REINFORCEMENT AT INTERSECTIONS
N.T.S. RIAA
EXISTING FDN
NEW FDN
(2) #4x16" BARS
4" EPDXY EMBED
•d
YA4
NEW FDN IS CUT AWAY HERE TO
HELP ILLUSTRATE THE CONN OF
THE NEW REINF TO THE
EXISTING FDN
NEW TO EXISTING FOUNDATION
N.T.S.
#4 CONT whin
TOP 12"
OF WALL -
6"
MIN FINISH GR
18"
MIN
CONC FTG
AND REINF
3" CLR
I i— BRG
SOIL, '
SLAB
NOTE: DEEPEN FOUNDATION AS REQUIRED TO
ACCOMODATE FOR HOLDOWN EMBEDMENTS
TEF I THICKEN EDGE FOOTING
N.T.S. TEFA
s
NEFB
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EXISTING CONDITIONS
STRUCTURAL MEMBERS AND ASSEMBLIES
SHALL BE AS SPECIFIED ON PLANS. EXISTING
CONSTRUCTION IS ADEQUATE WHERE IT
MATCHES THE MATERIAL GRADES AND
SPECIFICATIONS INDICATED ON PLAN AND
GENERAL NOTES. WHERE EXISTING CONDITION
OR PROPOSED CONSTRUCTION DIFFERS
EITHER CONSTRUCT AS SHOWN ON PLANS OR
CONTACT THIS OFFICE TO DISCUSS OPTIONS.
WALLLINE WALL WALL
LINE LINE
A B C
TCHED AREA REPRESENTS
[STING FOUNDATION
FOUNDATION PLAN
1/4" = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
SSS Number:
s1904025
Project Name:
Eslinger - 631 Elm St
Owner:
Mike & Colleen
Eslinger
Project Location:
631 Elm Street
Edmonds, WA 98020
Design Professional:
Michel Design
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ORIGIN DATE: 5/6/2019
REVISED: 3/12/2020
S3
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WALL 7 WALL 7 WALL 7 WALL 7 WALL
LINE LINE LINE LINE LINE
A B V
A B
BASEMENT FLOOR AND FRAMING ABOVE
1/4" = V-0"
kJ>
EXISTING CONDITIONS
STRUCTURAL MEMBERS AND ASSEMBLIES
SHALL BE AS SPECIFIED ON PLANS. EXISTING
CONSTRUCTION IS ADEQUATE WHERE IT
MATCHES THE MATERIAL GRADES AND
SPECIFICATIONS INDICATED ON PLAN AND
GENERAL NOTES. WHERE EXISTING CONDITION
OR PROPOSED CONSTRUCTION DIFFERS
EITHER CONSTRUCT AS SHOWN ON PLANS OR
CONTACT THIS OFFICE TO DISCUSS OPTIONS.
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
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TOP PLATE TO
BLKG BTWN STUDS
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SYMBOL LEGEND SLEXP
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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.
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.
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.
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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.
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.
OVERFRAMING
/ Hatched area represents Overframing. See Structural Notes.
SW
A6
SOLAR -READY ROOF
DEAD LOAD 20 PSF MAX
LIVE LOAD 0 PSF MAX
SNOW LOAD 25 PSF MAX
SHEATHING
OVER SHIPLAP
2-2x8 HDR (1-3)
WALL
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SNOW LOAD 25 PSF MAX
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SHEATHING
OVER SHIPLAP
— — #LTS12
TOP PLATE TO
SW BLKG BTWN STUDS
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VERIFY EXISTING
DIAPHRAGM SHEATHING
PER STRUCTURAL NOTES
SHEATHING
OVER SHIPLAP
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1st FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
/ / / / HATCHED AREA REPRESENTS
OVERFRAMING
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s1904025
Project Name:
Eslinger - 631 Elm St
Owner:
Mike & Colleen
Eslinger
Project Location:
631 Elm Street
Edmonds, WA 98020
Design Professional:
Michel Design
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Sf0IVAL
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 5/6/2019
REVISED: 3/12/2020
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