APPROVED BLD2023-0706+Structural_Plans+6.7.2023_12.03.39_PM+3594240STRUCTURAL NOTES
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL
JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE
THE LATEST EDITION.
DESIGN LOADS
LIVE LOADS:
SNOW 25 PSF
RESIDENTIAL 40 PSF
SPECIAL INSPECTION
SPECIAL INSPECTION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY
THE LOCAL JURISDICTION FOR THE FOLLOWING ITEMS.
• CONCRETE (SECTION/TABLE1705.3)
• WOOD (SECTION 1705.5)
REFER TO IBC SECTION 1705.10 AND 1705.11 FOR ADDITIONAL INSPECTION REQUIREMENTS FOR THE
STRUCTURAL COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM.
ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE
OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.
STRUCTURAL OBSERVATION
STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE
REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE
RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE
WEEK PRIOR TO THE OBSERVATION.
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/A WC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL"
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCYAPPROVED BYAN
ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL
DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS.
• STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE
• JOISTS DOUG-FIR #2
• 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2
• 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1
• POSTS AND TIMBERS DOUG-FIR #2
WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE, AND END USE REQUIRED.
GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH
ANSI/AITC A190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS
SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN
BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL
HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION
SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS.
STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO
THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE
GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL
COMPLIANCE REQUIREMENTS.
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO
MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS.
TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE
BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE
COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED.
ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF
PRE -MANUFACTURED COMPONENTS.
REFER TO THE DESIGN LOADS FOR BASIC STRUCTURAL LOADING REQUIREMENTS. REFER TO THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL LOADING AND OPENING
REQUIREMENTS NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT
EXCEED L/480 FOR LIVE LOADS OR L/360 FOR TOTAL LOADS UNLESS APPROVED IN WRITING BY THE
ENGINEER. ALL TRUSSES WITH A DEPTH EQUAL TO OR GREATER THAN 24" SHALL BE DESIGNED FOR A
BOTTOM CHORD LIVE LOAD OF 10PSF, NOT APPLIED CONCURRENT WITH THE TOP CHORD LIVE LOAD.
PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL
SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT
LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC
CONNECTORS.
NAILS, SCREWS, BOLTS, AND CONNECTORS
REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING
NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1. ALL NAILS SHALL CONFORM TO THE STANDARD
DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM
GUIDELINES:
• 8d = 0.131 "0 x 2 112"
• 10d = 0.148"0 X 3"
• 16d = 0.162"0 x 3 1/2"
10d BOX NAILS (0.128"0 x 3') MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4'), BUT ONLY 16d
COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY
BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION.
ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD
CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD.
LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF
1/16" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANKAND THREADS SHALL BE
PER NDS 12.1.4.2.
ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE
1/2 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER.
ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE
RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.
WOOD FRAMING GENERAL NOTES
SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH
TO THE CONCRETE WITH 1/2"0 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC
MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF
(2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO
THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS.
CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN
A SHEAR WALL THAT EXTEND TO WITHIN 1/2" OF SHEATHED EDGE.
ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS 0 16" OC. REFER TO PLAN
NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE
SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED
MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL
BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE
PROVIDED.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM
SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF
FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST
SPAN.
MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.10.1. THE USE OF NAIL GUNS IS
APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS
GREATER THAN 1/16" ARE NOT ACCEPTABLE.
NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS
2308.5.9 AND 2308.5.10. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE
PARAMETERS OF IBC SECTIONS 2308.4.2 AND 2308.7.4.
GENERAL NOTES
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL,
ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS,
RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT
SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE
PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE
MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING
OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM
BEFORE PROCEEDING.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OFANY PARTLY COMPLETED
STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETYAND SHALL PROVIDE
TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED.
CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY
THIS REQUIREMENT. REVIEW OF ALTERNATE SYSTEMS MAY BE AN ADDITIONAL SERVICE BY THE
ENGINEER.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM.
tT
(2) 2x FULL HT STUDS
MIN. FASTEN PER BUILT
UP STUD COL DETAIL
THREADED ROD AND
EPDXY PER PLAN
r EXISTING SHEAR WALL
HOLDOWN, CHORD,
& FASTNERS PER
PLAN & SCHED
II
II cl: O O
II
a II CC U
d4 II =�
d
d.. a . . II J�Z¢a d
II �.
u
a.
° a
°a. d
POST INSTALLED HOLDOWN DETAIL
SCALE: NTS
3 1 /2" END
DISTANCE TY
ADJACENT NAILS IN A
ROW ARE TO BE
DRIVEN FROM
OPPOSITE SIDES, TYP
(3) STUDS MAX TO
BE USED FOR
BUILT-UP COLUMNS
UNO ON PLANS
8" OC MAX SPACING BETWEEN
ADJACENT NAILS IN A ROW
STAGGER NAILS EA SIDE OF STUD
WITH 1 1/2" EDGE DISTANCE.
PROVIDE 0.148" x 3" NAILS FOR (2)
STUDS & 0.207" x 4 1/2" NAILS FOR
(3) STUDS.
PROVIDE (1) ROW OF STAGGERED
NAILING FOR 2x4 STUDS. PROVIDE
(2) ROWS FOR 2x6 STUDS.
TYPICAL BUILT-UP STUD COLUMN DETAIL
SCALE: 1 " = 1 '-0"
LEGEND
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DIRECTION OF
FRAMING
NATIVE SOIL
III=III= I=I I I=
— — — — —
EXTENT OF
FRAMING
Ink
GRANULAR FILL
COLUMNS
STRUCTURAL STEEL
COLUMN BEARING
ON BEAM
P
RATED SHEATHING
BEAM CONTINUOUS
OVER SUPPORT
G�
SHEAR WALL
(SEE SCHEDULE)
SWX
CONCRETE WALL
COLUMN MARK
(SEE SCHEDULE)
G�,
/
BEARING STUD
NON BEARING
STUD WALL
FOOTING MARK
(SEE SCHEDULE)
8WALL
HOEDOWN MARK
(SEE SCHEDULE)
BEARING STUD
SHEAR WALL
HANGER MARK
(SEE SCHEDULE)
O
NON -BEARING
STUD SHEAR WALL
CMU WALL
FLAG NOTE
(SEE PLAN NOTES)
STEEL MOMENT
FRAME CONN.
�V
SIMPSON A35 AT EXT
WALLS WITH SPANS
GREATER THAN 6'
(6) 0.131 "0 x 3"
NAILS EA END
TYPICAL WALL STUDS
PER PLAN OR NOTES
TYP BUILT-UP STUD
NAILING
(1) FULL HT STUD UNO ON PLANS
OR COUHOLDOWN SCHEDULES
TYPICAL HEADER DETAIL
SCALE: 1 " = 1 '-0"
ABBREVIATIONS
(A)
ABOVE
GLB GLUE -LAMINATED BEAM
AB
ANCHOR BOLT
HORIZ
HORIZONTAL
ALT
ALTERNATE
KP
KING POST
ARCH
ARCHITECT
KSI
KIPS PER SQUARE INCH
(B)
BELOW
L
ANGLE
BD
BAR DIAMETER
MECH
MECHANICAL
BLKG
BLOCKING
MF
MOMENT FRAME
BM
BEAM
MTL
METAL
BOT
BOTTOM
NS
NEAR SIDE
BRNG
BEARING
OC
ON CENTER
BTWN
BETWEEN
OPP
OPPOSITE
CJP
COMPLETE JOINT PENETRATION
PL
PLATE
CLR
CLEAR
PLCS
PLACES
CMU
CONCRETE MASONRY UNIT
PSI
POUNDS PER SQUARE INCH
COL
COLUMN
PSF
POUNDS PER SQUARE FOOT
CONIC
CONCRETE
P/T
POST TENSIONED
CONN
CONNECTION
PT
PRESSURE TREATED
CONT
CONTINUOUS
REINF
REINFORCING
COORD
COORDINATE
REQ'D
REQUIRED
DBL
DOUBLE
SCHED
SCHEDULE
DET
DETAIL
SIM
SIMILAR
DIA
DIAMETER
SOG
SLAB ON GRADE
DIM
DIMENSION
STD
STANDARD
DIR
DIRECTION
STIFF
STIFFENER
EA
EACH
STL
STEEL
ELEV
ELEVATION
SYMM
SYMMETRICAL
ES
EACH SIDE
SW SHEARWALL
EX
EXISTING
TOC
TOP OF CONCRETE
EXP
EXPANSION
TOS
TOP OF STEEL
FLR
FLOOR
TOW
TOP OF WALL
FDN
FOUNDATION
TYP
TYPICAL
FTG
FOOTING
UNO
UNLESS NOTED OTHERWISE
FS
FAR SIDE
VERT
VERTICAL
GC
GENERAL CONTRACTOR
WF
WIDE FLANGE
DBL TOP PLATE
PER TYP DETAIL LENGTH OF NOTCH SHALL
~
SLO
NOT EXCEED 1/3RD THE
O
JOIST DEPTHLL
O
PRE -DRILL HOLE AT
CORNERS OF NOTCHES.
DO NOT 0VERCUT
BEAM/HDR PER PLAN
AND NOTES
JACK STUDS PER PLAN,
NOTES, OR COL SCHED
CITY OF EDMONDS
BUILDING DIVISION
NOTCH AT END OF
JOISTS SHALL NOT
EXCEED 1/4 THE JOIST
DEPTH. DO NOT NOTCH
WHERE PRACTICABLE.
MAX HOLE O SHALL NOT
EXCEED 40% THE STUD
DEPTH (I.E. 2 1/4" FOR 2x6,
1 1/4" FOR 2x4). MINIMIZE
HOLE DIAMETER WHERE
POSSIBLE.
X
W
OR HOLE O
1/4 OF STUD
WIDTH MAX
z
N
5/8" MIN CLR
TO EDGE
MAX HOLE O SHALL NOT
EXCEED 1/3 THE JOIST DEPTH
(I. E. 3" FOR 2x 10, 3.75" FOR 2x 12).
MINIMIZE HOLE DIAMETER
WHERE POSSIBLE.
~O
cc co
UC�s
zCL
BOO
N
2x JOISTS PER PLAN OR
SCHEDULE. REFER TO MFR
RECOMMENDATIONS FOR
I -JOIST HOLES AND NOTCHES.
NOTE:
1. NOTCHES ARE NOT PERMITTED IN THE
MIDDLE 1/3 OF THE JOIST SPAN.
2. NOTCHES ARE NOT PERMITTED ON
THE BOTTOM (TENSION FACE) OF
JOISTS WHERE THE WIDTH IS 4x OR
GREATER.
ALLOWABLE HOLES & NOTCHES
SCALE: 1 "= V-0"
APPROVED PLAN
The following documentation shall be available on '
site for the building inspector:
'[:]COE APPROVED ARCHITECTURAL PLAN SET '
COE APPROVED STRUCTURAL PLAN SET ;
COE REVIEWED CALCULATION PACKET
■ ENERGY CREDIT WORKSHEET '
; ❑ SITE PLAN ;
■ ❑ CIVIL PLAN
■ ;
0 CITY OF EDMONDS BUILDING DEPARTMENT 2021
Z
a
W
W
0<
Z
W
o
c
Ujm
t
�
Uj
V
(z)
Uj
Q)
Q J 0)
_♦ W
Uj
J CIO O
M Q
N
RECEI�
Jun 07 21
CITY OF EDMC
DEVELOPMENT SE
DEPARTMEE
w BLD2023-0706
O
Cr
o4 A.
of WAsk
a z to
40785
�SIONAL
J61 W 23
REV.
DATE
DESCRIPTION
0
06105123
PERMIT SUBMITTAL
PROJECT NO.: 23034.01
DESIGNED BY: LFM
DRAWN BY: LFM
CHECKED BY: CAB
SHEET TITLE. -
STRUCTURAL
NOTES & DETAILS
SHEET NO.:
S1.1
/ED
)23
JDS
RVICES
T
1 V-6 114"
9
2'-S 1/4"
m
EXISTING/DEMO FLOOR PLAN
SCALE:NTS
3'-1 314"
12'-4 112"
12'-11 112"
131-011116"
iT
in
cn
To ,r.jrr
mwl.
Z
W
W
Z
W
o
N
°• I..0
A
V
O
O
00
0
co
C)
I1J1
Co
N
O
LU
RECEIl
Jun 07 21
CITY OF EDMC
DEVELOPMENT SE
DEPARTMEE
U
W
O
OC
CL
O A'
WASH
785
DIVAL
061 W 23
REV.
DATE
DESCRIPTION
0
06105123
PERMIT SUBMITTAL
PROJECT NO.:
23034.01
DESIGNED BY:
LFM
DRAWN BY:
LFM
CHECKED BY.-
CAB
SHEET TITLE:
EXISTING/DEMO
FLOOR PLAN
(ED
)23
JDS
RVICES
T
SHEET NO.:
S2.1
FLOOR FRAMING PLAN NOTES:
1. REFER TO THE STRUCTURAL NOTES AND TO THE TYPICAL WOOD FRAMING DETAILS ON S1.1 FOR
FRAMING REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE FRAMING PLAN OR IN THESE PLAN NOTES.
2. FLOOR SHEATHING SHALL BE 314" MINIMUM THICKNESS WITH A 40120 SPAN RATING. ATTACH TO
FRAMING BELOW WITH 10d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES,
SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING
SHALL BE 10d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT.
PROVIDE ADHESIVE ATOP EACH JOIST AS SPECIFIED BY THE ARCHITECT BEFORE INSTALLING
SHEATHING. FLOOR SHEATHING IS UNBLOCKED UNO ON PLAN.
3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x8 DF#2 FOR SPANS LESS
THAN 4' SUPPORTED BYA MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR SPANS
UP TO 6, USE 4x10 DF#2 SUPPORTED BY (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. ALL CRIPPLE AND
FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING.
4. WALL STUD FRAMING SHALL BE AS FOLLOWS:
• 2x6 DF STUD 0 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS.
• 2x4 DF STUD 0 16" OC FOR INTERIOR 4" BEARING WALLS.
• 2x4 OR 2x6 DF STUDS 016" OC FOR INTERIOR NON -BEARING WALLS
REFER TO ARCHITECTURAL DRAWING FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP PLATES
SHALL BE DF STUD GRADE.
5. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE
FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN
JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS UNO.
6. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND
STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE.
7. AT THE WALL REDUCED FROM 4'-1 " TO X-0" PROVIDE POST -INSTALLED DTT2ZAT EA END. POST -INSTALL
112" O THREADED ROD MINIMUM 8" INTO EXIST CONCRETE. USE SIMPSON SET-XP OR EQUAL.
2-8 11411
18'-6 114"
6'-1"
�:�
.if-
3'-1 314"
GARAG E
21'-4" X 21'-Is'
I I
I
I i
I I I I
I I
PROPOSED MAIN FLOOR PLAN
SCALE:NTS
I
12'-4 112"
0
12'-11 112"
13'-01/16"
VIN1N6
114'-8" X 14'-3
! a
I
s � • L3 . �w k-LST�tLt � �RIkr1A�,tii rt��a
OFFICE
12'-11" X a141
co*" 4�3
15'-"I 112"
ut:_j c 4-
61'
s
POST
I NUR I SM4R 1 E21K I
I I I I
i II I1
818R B36 2--1
i I
Y'�D'J6 Nl1536R
9
r 3�'
P
14'
2wFx __G
Llvl 6
151.111 x/ 31-011
;lam ! "smsz s
1 5"11 ..--
;2sao Fx _4C.
a�
"v
m cn
C4
Z
W
W
Z
W
o
i
N
c
�• I.. j
ai
LU
V
W O
Z O
�
O
J
LV
W
cc
J
� C)
N LU
RECEIl
Jun 07 21
CITY OF EDMC
DEVELOPMENT SE
DEPARTMEE
w
0
Q
pYl"- A. B
i of WASH
0� ` 401777185
5� �1
�'tQVAL
061 W 25
REV.
DATE
DESCRIPTION
0
06105123
PERMIT SUBMITTAL
PROJECT NO.:
23034.01
DESIGNED BY.
LFM
DRAWN BY:
LFM
CHECKED BY.-
CAB
SHEET TITLE:
PROPOSED MAIN
FLOOR PLAN
(ED
)23
JDS
RVICES
T
SHEET NO.:
S2.2