APPROVED RESUB2 BLD2023-0562+STRUCTURAL PLANS+9.12.2023_3.38.33_PM+3778812r Ems E IMEMN E Ems E I MEMN E Ems E I MEMN E Ems E I MEMN E Ems E I E I
!
APPROVED
The following documentation shall
be available
on
'
PLANS
MUST BE
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CRYSTAL
FALLS
- site for the building inspector:
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ON JOB SITE
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X COE APPROVED ARCHITECTURAL
PLAN SET
X COE APPROVED STRUCTURAL
PLAN SET
.
ALL WORK SUBJECT
❑ COE REVIEWED CALCULATION
PACKET
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TO FIELD
O a.)
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❑ ENERGY CREDIT WORKSHEET
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INSPECTION FOR
CODE COMPLIANCE
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❑SITE PLAN
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PLAN
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9815 CHERRY STREET
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E D M O N D S WA
CITY OF EDMONDS BUILDING DEPARTMENT 2021
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GENERAL NOTES AND PROJECT INFORMATION
ABBREVIATIONS
IFIYWERSSHPAREDESTRICTED
SPLANS AND ITE
ToTHEO ORIGINAL
TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND
PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN
01000: GENERAL REQUIREMENTS
06071: PRESERVATIVE TREATED WOOD PRODUCTS
06190: MANUFACTURED WOOD BEAMS
PART, IS PROHIBITED. TITLE TO THESE PLANS AND SPECIFICATIONS
REMAIN WITH EXCEPTIONAL ENGINEERING WITHOUT PREJUDICE.
THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED
MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS
AB
ANCHOR BOLT
MAS.
MASONRY
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL
DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO EXCEPTIONAL
U.N.O. PER PLAN. PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA)
MANUFACTURED BY TRUS-JOIST OR APPROVED EQUAL. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER
AA&B &B
ABOVE AND BELOW
MAX.
MAXIMUM
CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE
RESTRICTIONS.
ENGINEERING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S
SPECIFICATION "PRESERVATIVE TREATMENT BY PRESSURE PROCESS".
MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS SHALL HAVE NO NOTCHES OR DRILLED HOLES
ABOVE
MB
MACHINE BOLT
RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN.
WITHOUT PRIOR ENGINEER APPROVAL. SHOP DRAWINGS ARE TO BE SUBMITTED PER THE REQUIREMENTS OF SECTION
ADN.
ADDITION (AL)
MF
MOMENT FRAME
CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN.
ALL FASTENERS (NAILS, BOLTS, PLATES, HANGERS, ETC.) IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION
01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS (ALL VALUES IN PSI):
ADJ.
ADJACENT, ADJUSTABLE
MFR.
MANUFACTURE(R)
RESISTANT G-185 HOT DIPPED GALVANIZED PER ASTM A 153 OR STAINLESS STEEL.
ALT.
ALTERNATE (IVE)
MIN.
MINIMUM, MINUTE
THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR
MEMBER E Fb Fcp Fv
APPD.
APPROVED
MOD.
MODIF(Y) (ICATION)
N M• ST
F- 0
STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE
WALLS ARE PROPERLY SUPPORTED.
06100: ROUGH FRAMING
LVL = MICROLAM 1.9E6 2600 750 285
ARCH.
ARCHITECTURAL)
MTL.
METAL
� OE WAS /�ti
/'{^ �
SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) "GRADING AND DRESSING RULES"
PSL = PARALLAM 2.OE6 2900 650 290
AVG.
AVERAGE
(N)
NEW
�P �
Q- - I.. _P
,. >,
NO.17 LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT.
„
LSL =1.75 TIMBERSTAND 1.5E6 2250 750 400
BDRY.
BOUNDARY
N/A
NOT APPLICABLE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE
PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD
LSL RIM =1.5" TIMBERSTAND RIM BOARD
BLDG.
BUILDING
NAT.
NATURAL
-
FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT
SHRINKAGE POTENTIAL. ROUGH LUMBER SHALL BE SAW CUT FROM 19 PERCENT MAXIMUM MOISTURE CONTENT WOOD.
BLK(G).
BLOCK (ING)
NTS
NOT TO SCALE
-
PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1800 424 5555.
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED
03162: POST INSTALLED ANCHORS
BM,
BEAM
0/
OVER
-o
� 45896
�'�F PFGJSTER��
U.N.O. PER PLAN. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS U.N.O. PER
ALL MECHANICAL OR ADHESIVE ANCHORS SHALL BE ICC APPROVED AND INSTALLED PER ICC EVALUATION REPORT
BN
BOUNDARY NAILING
OC
ON CENTER
G\�
01100: CODE REQUIREMENTS
PLAN/SCHEDULE:
REQUIREMENTS. BOLT SPACING AND EMBEDMENTS SHALL BE AS DESIGNATED ON THE DRAWINGS TYPICAL, UNLESS NOTED
B-0
BOTTOM OF
OD
OUTSIDE DIAMETER
�IVAI-F-�
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE
Fb Fv Fcp Fc E
OTHERWISE. SEE THE TABLE BELOW FOR REQUIREMENTS.
BO
BY OTHERS
OPNG.
OPENING
/13/2023
STATE OF WASHINGTON.
USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI)
BOT.
BOTTOM
OPP.
OPPOSITE
STUDS, PLATES & BLOCKING
MECHANICAL ANCHORS IN CONCRETE SHALL BE THE FOLLOWING TYPES, AND SHALL REQUIRE SPECIAL INSPECTION.
BRG.
BEARING
OPT.
OPTIONAL
01200: DESIGN LOADS
2X, 3X DF-L STUD 675 180 625 1350 1.6E6
DEWALT SD+1(ICC-ES ESR 2818) SIMPSON TITEN HD (ICC-ES ESR 2713)
BTWN.
BETWEEN
PARA.
PARALLEL
DEAD LOADS
4" WIDE DF-L STUD 675 180 625 1350 1.6E6
MINIMUM EMBED SHALL BE PER DETAIL
BW
BOTH WAYS
PCF
LBS PER CUBIC FT.
ROOF 30 PSF
NOTED POSTS DF-L #2 900 180 625 1350 1.6E6
CANT.
CANTILEVER(ED)
PEN.
PENETRATE, (TION)
TYPICAL FLOOR 17 PSF
ADHESIVE ANCHORS IN CONCRETE SHALL BE THE FOLLOWING TYPE
CIP
CAST IN PLACE
PERF,
PERFORATED
BALCONY 12 PSF
POSTS (RECTANGULAR)
DEWALT PURE 110+ (ICC ESR-3298) MIN. TEMP. 41°, CONT. SPECIAL INSPECTION, WATER SATURATED HOLE
CJ
CEILING JOIST
PERIM.
PERIMETER
4X DF-L NO.2 900 180 625 1350 1.6E6
BOLT SIZE MINIMUM EFFECTIVE EMBEDMENT U.N.O.
CJP
COMPLETE JOINT PENETRATION
PERP.
PERPENDICULAR
LIVE LOADS
6X DF-L NO.1 1200 170 625 1000 1.6E6
1/2" DIA. OR #4 REBAR 4"
CL
CENTER LINE
PI
PANEL INDEX
ROOF (SNOW) 25 PSF
5/8" DIA. OR #5 REBAR 5"
CLG.
CEILING
PJP
PARTIAL JOINT PEN.
FLOOR 40 PSF
06102: FRAMING NOTES
3/4" DIA. OR #6 REBAR 6"
CMU
CONC. MASONRY UNIT
PL
PLATE
FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS ARE AS MANUFACTURED BY
COL.
COLUMN
PLF
LBS PER LINEAR FT.
WIND LOADS:
SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAYBE USED. INSTALL ALL HARDWARE PER MANUFACTURERS'
COM.
COMMON
PL.
PLATE
98 MPH
SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO
COMP.
COMPONENT
PLY,
PLYWOOD
Kzt =1.0
EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT
CONC.
CONCRETE
PREP.
PREPARE, (TION)
EXPOSURE C
TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING
CONN.
CONNECTION
PRESS.
PRESSURE
SEISMIC CRITERIA:
SCHEDULE PER IBC TABLE 2304.9.1 OR TO THE ROUGH FRAMING NAILING SCHEDULE.
CONST.
CONT.
CONSTRUCTION
CONTINUE (OUS)
PROD.
PROJECT
Ss=129.6%g
NAILS SHALL BE COMMON U.N.O. COMMON NAIL DIMENSION ARE AS FOLLOWS:
CTR.
CENTER
PROP.
PSF
PROPERTY
LBS PER SQUARE FT.
S1= 45.8%g
NAIL SIZE DIAMETER LENGTH
D
PENNY
PSI
LBS PER SQUARE IN.
(DEFAULT)
SITE CLASS D DEFAULT
8d 0.131" 2.5"
DBL.
DOUBLE
PT
PRESSURE -TREATED
R = 6.5 (A15. LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR
10d 0.148" 3.0"
DEFL.
DEFLECTION
R
RADIUS
RESISTANCE OR STEEL SHEETS)
12d 0.148" 3.25"
DEG.
DEGREE
REC(S).
RECOMMENDATION(S)
Cs = .160W
16d 0.162" 3.5"
DEMDEP.
ION)
Lim J
DEPREESS(ED)
REF•
REFERENCELAR
L
UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT SILL PLATES SHALL BE 5/8" DIAMETER
DF
DOUGLAS FIR
REINF.
REINFORCE(D), (MENT), (ING)
Q
WITH 7" MINIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE
DIA.
DIAMETER
REQ(D).
REQUIRE(D)
A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 4.5" FROM
DIAPH.
DIAPHRAGM
REQS.
REQUIREMENTS
EACH END OF THE PIECE. SEE SHEAR WALL SCHEDULE FOR WASHER REQUIREMENTS.
DIF.
DIFFERENT
RET.
RETAIN(ING)
mmi >-
Ln
01300: GEOTECHNICAL INFORMATION
DIM.
DIMENSION
RJ
ROOF JOIST
or_
0
EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE BUILDING CODE. ALL FOUNDATIONS ARE TO BE
DIST,
DISTANCE
RR
ROOF RAFTER
=
Z
FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY THESE DRAWINGS. WHERE FILL IS
DJ
DECK JOIST
RW
REDWOOD
W
O
REQUIRED BELOW SLABS, PROVIDE FLOWABLE FILL OR HAVE A GEOTECH VERIFY THE REUSE OF EXCAVATED SOIL
06104: HOLDOWNS
HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO., INC.
DL
DWG.
DEAD LOAD
DRAWING
SAD
SCHED.
SEE ARCH DWG S
SCHEDULE
=
U
AT THE REQUEST OF THE OWNER THIS DESIGN WAS PROVIDED WITHOUT A SOILS REPORT. PRIMARY STRUCTURE IS
USE ALL SPECIFIED FASTENERS. USE NYLON LOCKING NUT ON THE ANCHOR BOLTS. BOLT HOLES SHALL BE A MINIMUM OF
(E)
EXISTING
SGL.
SINGLE
Ln
0
SUPPORTED BY STEM WALLS ON SHALLOW FOUNDATIONS. ASSUMED ALLOWABLE SOIL BEARING CAPACITY IS 1500 PSF.
1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. STANDARD WASHERS ARE REQUIRED ON THE STUD
EA.
EACH
SHTG.
SHEATHING
r-1
W
BOLT OPPOSITE THE HOEDOWN.
EF
EACH FACE
SIM.
SIMILAR
00
DESIGN PARAMETERS ARE AS FOLLOWS:
EFP
EQUIVALENT FLUID PRESSURE
SIP
STIR. INSULATED PANEL
ACTIVE EARTH PRESSURE (YIELDING) 35 PCF
ELEV.
ELEVATOR, ELEVATION
SM
SHEET METAL
ACTIVE EARTH PRESSURE (AT -REST) 50 PCF
06160: WOOD SHEATHING
STRUCTURAL DRAWING INDEX
EMBED.
EMBED(ED), (MENT)
SMS
SHEET METAL SCREW
PASSIVE EARTH PRESSURE 100 PCF
COEFFICIENT OF FRICTION 0.30
STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.
WOOD SHEATHING PANELS SHALL BE C-D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS
ENGR.
FOR
ENGINEER
ENGINEER OF RECORD
SOG
SPEC.
SLAB ON GRADE
SPECIFI(ED), (CATIONS)
>= <
SOIL PROFILE TYPE ASSUMED D
SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING:
SHEET SHEET NAME
EQ.
EQUAL, EQUIVALENT
STD.
STANDARD
CONCRETE
EDGE FIELD
S-1 COVER PAGE AND GENERAL NOTES
ES
EACH SIDE
STL.
STEEL
CONCRETE
CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD ACI 318-14 "BUILDING
NAILS NAILS
ROOF: 7/16" APA RATED SHEATHING OSB 24/16 8d@6" 8d@12"
S-2 MAIN FLOOR FRAMING AND FOUNDATION PLAN
EW
EXP.
EACH WAY
EXPAND EXPANSION
STRUC.
SW
STRUCTURE, (AL)
SHEAR WALL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G 10d@6" 10d@12"
S-3 SECOND FLOOR AND LOWER ROOF FRAMING PLAN
EXT.
EXTERIOR
SYM.
SYMMET(RY), (RICAL)
BLD2023-0562
CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF
SHEAR WALL: SEE SCHEDULE SHEET S-6
FDN.
FOUNDATION
T&B
TOP AND BOTTOM
RECORD AND SHALL COMPLY WITH ACI 318-14 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE
ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A
S-4 SHEAR WALL DETAILS
S-5 STRUCTURAL DETAILS
FF
FJ
FINISHED FLOORT&G
FLOOR JOIST
TONGUE AND GROOVE
AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL
NOT BE USED.
STAGGERED PATTERN U.N.O. PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS IS NOT
FLR(G).
FLOOR (ING)
TEMP.
THK.
TEMPORARY
THICK(NESS)
RES U B
REQUIRED U.N.O. PER PLAN. SHEAR WALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER
FOC
FACE OF CONCRETE
THRU
THROUGH
CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL FOUR WEEKS PRIOR TO PLACING
SHEAR WALL SCHEDULE
FOM
FACE OF MASONRY
TN
TOE -NAIL
Se 12 2023
p
CONCRETE. MIX DESIGNS WILL BE REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 AND 1905.
FOS
FACE OF STUDS
TP
TOP PLATECITY
ONDS
DEVELOPMENT E SERVICES
06185: STRUCTURAL GLUED LAMINATED TIMBER
FOW
FACE OF WALL
T-0
TOP OF
EPARTMENRVICES
CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS:
GLUED LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) IDENTIFICATION MARK.
ROUGH FRAMING NAILING SCHEDULE
FRMG.
FRAMING
TOB
TOP OF BEAM
EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR
FT. FOOT, FEET TOC TOP OF CONCRETE
28 DAY MAX. MAX. AIR SPECIAL LOCATION
FIELD. SHOP DRAWINGS ARE TO BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL
FTG,
FOOTING
TOG
TOP OF GRADE
STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND
PROPERTIES SHALL BE AS FOLLOWS:
GA.
GAGE, GAUGE
TOM
TOP OF MASONRY
fc (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION
GALV.
GALVANIZED
TOS
TOP OF STEEL
USE COMBINATION SPECIES
GB
GRADE BEAM
TOW
TOP OF WALL
4500 0.45 4±1 0±1 NO ALL CONCRETE EXPOSED TO SOIL OR WEATHER TYPICAL BEAM 24F-V4 DF/DF
GC GENERAL CONTRACTOR TRU TO REMAIN
CONNECTION FASTENING
GYP.
GYPSUM
UNCHANGED
1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS
HLDN.
HOLDOWN
TRMR.
TRIMMER STUD
03100: REINFORCING STEEL
2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END
HDR.
HEADER
TYP,
TYPICAL
REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318-14. REINFORCING STEEL SHALL
3.1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL
HDW.
HARDWARE
UNO
UNLESS NOTED
MEET THE FOLLOWING REQUIREMENTS:
4. WIDER THAN 1X6 SUBFLR. TO 1ST. (3) 0.131" X 2.5" FACE NAIL
HGR.
HANGER
OTHERWISE
ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY
5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL
HOR(IZ).
HORIZONTAL
VERT.
VERTICAL
ASTM A-615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER
6. SOLE PLATE TO 1ST. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL
HT.
ID
HEIGHT
INSIDE DIAMETER
VIF
VERIFY IN FIELD
ASTM A 706 DEFORMED BARS GRADE 60 (fy-60 KSI) FOR ALL WELDABLE BARS
7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL
IN.
INCH(ES)
VWA
VERIFY WITH ARCH
ASTM A-185 SMOOTH BAR (fy=75 KSI) FOR WELDED WIRE FABRIC
8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL
� �
INSP.
INSPECT(ION)
W/
WITH
BY:
KARE N M. STONER, P.E.
(OR) (2) 0.148 X 3.25 O.C. END NAIL
W/N
WITHIN
EOR:
KARE N M. STONER, P.E.
PROVIDE 48d LAP SPLICES FOR ALL BARS. REINFORCING STEEL AT ALL SLABS AND WALLS SHALL BE CONTINUOUS AROUND
9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL
INT.
INV.
INTERIOR
INVERT, INVERTED
W/O
WITHOUT
DATE:
03/13/2023
CORNERS ELSE CORNER BARS SHALL BE PROVIDED. 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL
WS WOOD SCREW
JSTJOIST
DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS
.
WNDW.
WINDOW
E2 JOB:
220072
COVER REQUIREMENTS SHALL BE AS FOLLOWS:
11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25"TOENAILS
K
KLF
KIPS (1,000 POUNDS)
KIPS PER LINEAR FT.
WT.
WEIGHT
12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL
WWF WELDED WIRE FABRIC
KING KING STUD
CONCRETE CAST AGAINST EARTH
13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAIL
KP
KING POST
YD.
@
YARD
AT
STRUCTURAL
ALL BAR SIZES .............. 3"
14.DOUBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE
KSF
KIPS PER SQUARE FT.
FORMED SURFACE EXPOSED TO EARTH OR WEATHER
15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL
KSI
KIPS PER SQUARE IN.
>
DEGREES
GREATER THAN
#6 AND LARGER .............. 2
16.CONTIN000S HEADER TO STUD (4) 0.131 X 2.5 TOENAILS
LB(S).
POUND(S)
<
LESS THAN
COVER SHEET
#5 AND SMALLER .............11/2"
17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FACE NAIL
ILL
LIVE LOAD
#
NUMBER, POUND(S)
REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR TO CONCRETE
318.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL
19.RAFTER TO PLATE ( ) 0.131" X 2.5" TOENAIL
LOC.
LOCATION
/
PER
AND NOTES
PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED IN THE DESIGN DRAWINGS. WELDING OF
20.1X BRACE TO EA. STUD &PLATE (3) 0.131" X 2.5" FACE NAIL
LW
LIGHT WEIGHT
%
PERCENT(AGE)
REINFORCING STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER EXCEPT AS NOTED ON THE DESIGN
21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5" FACE NAIL
±
PLUS OR MINUS
DRAWINGS.
22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL
23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL
24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED
1'4' WIDE EXT.
FOOTING AND 8"
WIDE STEM WALL W/
REINF. PER DETAIL
TYI
P.T. 48 H.F. #2 -
AT EA. SPAN OR
CONTINUOUS
P.T. 48 H.F. #2
SPLICED OVER
CENTER POST
TYI
P.T. 2x8 H.I
JOISTS @
iCrawlspace
ventilation shall meet the
requirements of section R408.
(Location of crawlspace access shall be discussed ■
■with the Building inspector. See detail 6/S5 for I
(construction of access opening.
im � 0 � 0 � 0 � 0 � 0 � 0 � 0 � 0 � 0 � 0
JI-MLL. 1/Y -1-V
MAIN FLOOR FRAMING AND FOUNDATION PLAN
FRAMING PLAN LEGEND
------- TYPICAL JOIST SPAN & DIRECTION
TYPICAL BEAM
} JOIST SIZE, SPACING, SPAN, AND
JOIST EXTENT OF SPACING PER PLAN
X
FOUNDATION PLAN LEGEND
STEM OR RETAINING WALL PER DETAILS
INTERIOR WALL ABOVE
a a CONC. SLAB ON GRADE (SLOPE PER ARCH)
A
HOLDOWN PER SCHEDULE, SEE 4/S-6
MINIMUM SHEAR WALL LENGTH OUTSIDE
P4 OF SHEATHING TO OUTSIDE OF SHEATHING
X
SHEAR WALL TYPE, SEE SCHEDULE 18/S-6
A FOR MORE INFORMATION
HOLDOWN PER SCHEDULE, SEE 4/S-6
FOUNDATION NOTES
FOUNDATION PER IBC
SEE GENERAL NOTES FOR SOIL CONDITIONS AND REQUIREMENTS
ALL DIMENSIONS SHALL BE PER ARCHITECTURAL DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL
PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
WALL FRAMING NOTES
FXTFRIOP IA/Al I C
ALL EXTERIOR WALL STUDS SHALL BE DF-L STUD GRADE U.N.O.
EXTERIOR WALLS SHALL BE 2x6 @ 16" O.C. TYPICAL U.N.O.
ALL EXTERIOR WALLS SHALL BE SHEATHED, WITH SHEATHING NAIL
SIZE AND NAILING PATTERN PER TYPE P6TN SHEAR WALL U.N.O.
INTERIOR WALLS
ALL INTERIOR WALL STUDS SHALL BE DF-L STUD GRADE U.N.O.
INTERIOR WALLS SHALL BE 2x4 @ 24" O.C. TYPICAL U.N.O.
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PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN
PART, IS PROHIBITED. TITLE TO THESE PLANS AND SPECIFICATIONS
REMAIN WITH EXCEPTIONAL ENGINEERING WITHOUT PREJUDICE.
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE
RESTRICTIONS.
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BLD2023-0562
RESUB
Sep 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BY:
KAREN M. STONER, P.E.
EOR:
KAREN M. STONER, P.E.
DATE:
03/13/2023
E2 JOB:
220072
FIRST FLOOR FDN
AND FRAMING
PLAN
S-2
DBL 2x HIP
DBL 2x POST IN V
BE
D
JI.HLL. 1/4 - 1 -V
I
ROOF FRAMING PLAN
FRAMING PLAN LEGEND
------- TYPICAL JOIST SPAN & DIRECTION
— TYPICAL BEAM
x JOIST SIZE, SPACING, AND EXTENT
X JOIST OF SPACING PER PLAN
JOIST HANGER
STRAP HOLDOWN ABOVE, SEE
FRAMING PLAN ABOVE FOR SIZE
A
HOLDOWN PER SCHEDULE, SEE 4/S-6
MINIMUM SHEAR WALL LENGTH OUTSIDE
P4 OF SHEATHING TO OUTSIDE OF SHEATHING
X
SHEAR WALL TYPE, SEE SCHEDULE 18/S-6
A FOR MORE INFORMATION
HOLDOWN PER SCHEDULE, SEE 4/S-6
WALL FRAMING NOTES
FXTFRInR IA/Al I S
ALL EXTERIOR WALL STUDS SHALL BE DF-L STUD GRADE U.N.O.
EXTERIOR WALLS SHALL BE 2x6 @ 16" O.C. TYPICAL U.N.O.
ALL EXTERIOR WALLS SHALL BE SHEATHED, WITH SHEATHING NAIL
SIZE AND NAILING PATTERN PER TYPE P6TN SHEAR WALL U.N.O.
ROOF FRAMING NOTES
ROOF DIAPHRAGM - STICK BUILT ROOF
15/32" CDX OR EQUIVALENT OVER TJI FRAMING PER PLAN. UNLESS
NOTED OTHERWISE, PROVIDE 8d @ 6" EDGE,12" O.C. FIELD, AND 4"
O.C. AT BOUNDARY EDGES INCLUDING OPENINGS.
WATERPROOFING, FLASHING & FINISH DETAILS PER ARCHITECT AND
fnNTRAfTnR
SEE GENERAL NOTES & SPECIFICATIONS FOR MATERIAL
SPECIFICATIONS AND ADDITIONAL REQUIREMENTS NOT LISTED THIS
SHEET.
HANGERS, COLUMN CAPS, AND POST BASES
UNLESS NOTED OTHERWISE, USE THE FOLLOWING
HARDWARE WITH
MAX. FASTENING PER MANUFACTURER:
• 2x SAWN LUMBER:
LU HANGERS
• 4x OR 6x BEAMS:
HU OR HUC HANGERS
• I -JOISTS:
IUS OR LU HANGERS
• EXTERIOR 4x OR 6x POST CAPS:
HDG CCQ OR ECCQ
• INTERIOR 4x OR 6x POST CAPS:
AC OR BC/BCS
• EXTERIOR GLULAMS:
HDG CCQ OR ECCQ
• INTERIOR GLULAMS:
CCQ OR ECCQ
• HEADERS WITHOUT TRIMMERS:
HUC OR HH
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PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN
PART, IS PROHIBITED. TITLE TO THESE PLANS AND SPECIFICATIONS
REMAIN WITH EXCEPTIONAL ENGINEERING WITHOUT PREJUDICE.
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE
RESTRICTIONS.
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BLD2023-0562
RESUB
Sep 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BY:
KAREN M. STONER, P.E.
EOR:
KAREN M. STONER, P.E.
DATE:
03/13/2023
E2 JOB:
220072
SECOND FLOOR
AND LOWER
ROOF FRAMING
INTERIOR WALLS
ALL INTERIOR WALL STUDS SHALL BE DF-L STUD GRADE U.N.O.
INTERIOR WALLS SHALL BE 2x4 @ 24" O.C. TYPICAL U.N.O.
S 3
SCALE: 3/4" = V-0"
F1
SHEAR WALL SCHEDULE, ELEVATION AND NOTES
PLACE HD PER 12/--
AT WALL
INTERSECTIONS
BALANCE OF DETAIL PER 1/S-9
'LYVVUUU KUUr JHLA IN I INU
)IAPHRAGM EDGE NAILING
'RUSS BLOCKING
ILOCKING CONNECTION TO
"OP PLATE
'ROVIDE PANEL EDGE NAILING
�T END OF WALL STUDS THAT
ATTACH TO HOLDOWNS TYPICAL.
�TADJOINING PANEL EDGES PROVIDE
'ANEL EDGE NAILING AND FRAMING PER
,HEARWALL SCHEDULE (STAGGER NAILS)
)EDICATE STUD BAY AT
ND OF SHEARWALL FOR
JOLDOWN.
ILOCK ALL PLYWOOD EDGES NOT
'UPPORTED BY FRAMING MEMBERS AND
JAIL W/PANEL EDGE NAILING
iALVANIZED ANCHOR BOLT
V/3X3X1/4"
iALVANIZED WASHER
)IA./SPACING PER SHEARWALL SCHEDULE.
IOTTOM PLATE PER SHEAR WALL SCHEDULE
WD NOTES
JOLDOWN ANCHOR PER PLAN
,HEATHING PER NOTES AND SCHEDULE
Ix P.T. SILL PLATE
ONCRETE FOUNDATION
STUDS/POSTS PER PLAN AND
SCHEDULE
HOLDOWN PER PLAN AND
SCHEDULE
PROVIDE COUPLER WHERE
FRAMING EXTENDS OVER MUD
SILL
W J
00
W
Q m =
W N
SIMPSON SSTB W/ EMBEDMENT
PERSCHEDULE
HOLDOWN TO STEM WALL
1/2" MAX.
A.B. AND BP5/8-3 OR
3"X3"X1/4" WASHER
A.B. PER SHEARWALL SCHEDULE
W
BPS/8-3 OR 3"0"x1/4" WASHER
SILL PLATE PER SCHEDULE
SILL PLATE PER
SCHEDULE
W
z
SHEARWALL SCHEDULE-15/32" APA RATED SHEATHING W/ DF STUDS AND DF PLATES
BOTTOM PLATE NAILING
RIM OR BLOCKING TO TOP PLATE CONN.
FRAMING @
ANCHOR BOLT
ASD ALLOWABLE LOADS PLF
WALL TYPE
SHEATHING
PANEL EDGE
NAILING
FIELD NAILING
(0.162" x 3-1/2", 196 LBS PER)
FOUNDATION SILL
PLATE
ADJOINING PANEL
10
SPACING 5/8"
TOE NAILING
LTP4 (0.131 x 2-1/2
A35 ONLY
LPT4+A35
LS90
SDPWS 2015
SDPWS 2015
ROWS
SPACING
(150 PLF)
NAILS, 450 LBS PER)
(560 LBS PER)
(1410 LBS/PAIR)
(765 LBS PER)
VPA
VPA+ LS90
EDGES O
DIA. 7" EMBED 17
SEISMIC
WIND
P6TN
1ONE SHT.
6" O.C.
12" O.C.
(1)
8" O.C.
(3) 16d12"
N/A
N/A
N/A
N/A
24" O.C.
N/A
2X
2X
SEE 1/S3.0
150 PLF (SDC)
150 PLF
ONE SIDE
O.C.@
12" O.
SDPWS 4.1.7)
P6
1SHT.
6" O.C.
12" O.C.
(1)
8" O.C.
N/A
22" O.C.
27" O.C.
48" O.C.
37" O.C.
24" O.C.
N/A
2X
2X
SEE 1/S3.0
260
385
ONE SIDE
ONE
15/32" SHT.
2X
(2) 2X OR 3X
SEE 1/S3.0
P4
4 O.C.
12 O.C.
(2)
8 O.C.
N/A
15 O.C.
19 O.C.
47 O.C.
25 O.C.
N/A
25 O.C.
380
532
3X
(2) 2X OR 3X
SEE 1/53.0
ONE SIDE
Shearwall Notes
1. THE AVERAGE STUD SPACING SHALL NOT EXCEED 16" O.C. WITHIN THE SHEAR WALL, AND NO TWO STUDS MAY HAVE MORE THAN 16-1/2" BETWEEN THEM.
2. SEE SHEET S1 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE.
3. SEE SHEET S1 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING.
4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5.
5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6".
6. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER ROUGH FRAMING NAILING SCHEDULE. 2-2x'S SHALL NOT BE USED AT BOTTOM PLATE U.N.O.
7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON OR GALV. BOX W/ MIN. 1-3/8" PENETRATION INTO FRAMING
8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 16d COMMON
9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING.
10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 W/ MIN. 7" EMBEDMENT U.N.O. AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED.
11. GALVANIZED 3" X 3" X %" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT U.N.O., RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED.
12. LTP4, A35, LS90, AND H14 FRAMING PLATES AND CLIPS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
13. NOT USED
14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL.
15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED.
16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED
17. AT CONTRACTOR'S OPTION AND WHERE ANCHORS ARE BEING INSTALLED WITH MIN. 4" EDGE DISTANCE IN TOP OF MIN. 8" WIDE CONCRETE FOOTING OR STEM WALL, PROVIDE 5/8" HILTI KB-TZ W/ 3-9/16" EMBEDMENT (3.125 EFFECTIVE) AT HALF
OF THE ABOVE LISTED ANCHOR SPACINGS (E.G., 24" O.C. WHERE 48" O.C. IS OTHERWISE SPECIFIED). SPECIAL INSPECTION IS REQUIRED FOR POST -INSTALLED SHEAR WALL ANCHORS.
EXTERIOR WALL PER PLAN
VERTICAL BLOCKING TYP.
AT EXTERIOR WALLS
P.E.N. PER SCHEDULE AND PLAN
SECTION AT EXTERIOR WALL
INTERIOR OR UNHEATED WALL
PER PLAN
HORIZONTAL BLOCKING TYP. AT
INTERIOR WALLS
P.E.N. PER SCHEDULE AND PLAN
SECTION AT INTERIOR WALL
(2) 8d NAILS @ 12" O.C. TO 1x
DRYWALL SUPPORT (NOT REQ'D
WHERE DS IS USED)
"T" WALL INTERSECTION
P.E.N. AT PANEL EDGES
EXTERIOR WALL PER PLAN
1x OR DS CLIP DRYWALL SUPPORT PER
ARCH.
INTERIOR WALL PER PLAN
EXTERIOR WALL PER PLAN
DS CLIP OR 1x DRYWALL SUPPORT PER
ARCH.
EXTERIOR WALL PER PLAN
SCALE: 3/4" = V-0" OUTSIDE CORNER
11 SHEAR WALL CORNER STUD LAYOUT
EXTERIOR WALL PER PLAN
P.E.N.
EXTERIOR WALL PER PLAN
Listed fastener spacing based on 2015 Seismic values.
Holdown Schedule at Foundation
CALLOUT
MODEL
STUD/POST SIZE
STUD/POST
FASTENERS
ANCHOR
EMBEDMENT
DEPTH
DETAIL
2x4 WALL
2x6 WALL
A
HDUS
(2) 2x4
(2) 2x6
(14) SDS
SSTB24
20-5/8"
15/--
1/42-1/2
U.N.O.
HOLDOWN & FASTENER NOTES:
1. REFER TO DETAIL 12/- FOR HOLDOWN LAYOUT AT CORNERS AND WALL INTERSECTIONS
2. HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR APPROVED EQUAL.
3. REFER TO GENERAL NOTES FOR NAIL SIZE DEFINITIONS.
4. AT FLOOR TO FLOOR STRAPS, USE HALF OF THE REQUIRED FASTENERS IN EACH MEMBER BEING CONNECTED. AT FLOOR TO
ADDITIONAL FULL SIZE STUDS OR FLOOR BOLT HOLDOWNS AND ALL HOLDOWNS TO FOUNDATION, PROVIDE ALL FASTENERS AT TOP EACH HOLDOWN.
STRAP PER PLAN AND SCHEDULE (TYPICAL POSTS PER HOEDOWN OR SHEAR WALL SCHEDULES 5. SIDS SCREWS SHALL BE SIMPSON STRONG TIE "SDS" SCREWS PER ICC REPORT ESR 2236.
1/2" MAX. U.N.O. AT UPPER FLOORS)
"T" WALL INTERSECTION
HOLDOWN PER PLAN AND
SCHEDULE (TYPICAL AT LOWEST
WOOD LEVEL)
STRAP PER SCHEDULE
(TYPICAL U.N.O. AT UPPER
FLOORS)
HOLDOWN PER PLAN AND
SCHEDULE (TYPICAL AT LOWEST
WOOD LEVEL)
INSIDE CORNER W/ INTERIOR WALL INTERSECTION
STRAP PER PLAN AND SCHEDULE (TYPICAL U.N.O.
AT UPPER LEVELS)
HOLDOWN PER SCHEDULE (TYPICAL AT LOWEST
WOOD LEVEL)
PER DETAIL 11/-- FOR BALANCE
OF DETAIL
6. HOLDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE.
7. ANCHOR NUT SHALL BE FINGER TIGHT PLUS 1/3 TO 1/2 TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT
OVER -TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED.
8. HOLDOWNS INSTALLED IN THE WALL CAVITY SHALL BE CENTERED IN THE WALL CAVITY.
9. 44 OR 46 POST MAY BE SUBSTITUTED FOR (2) 2x STUDS. 46 MAY BE SUBSTITUTED FOR (3) 2x4 STUDS. 6x6 POST MAY BE
SUBSTITUTED FOR (3) 2x6 STUDS. BUNDLED GROUPS OF 2x STUDS MAY NOT BE SUBSTITUTED FOR 4x OR 6x POSTS.
10. REFER TO THE STRUCTURAL NOTES FOR THE REQUIRED POST SPECIES AND GRADE.
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THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND
PUBLICATION THEREOF
REPRODUCTION
IS EXPRESSLY
OR PUBLICATION BY
LIMITED TO SUCH
ANY METHOD, IN
USE.
WHOLE OR
IN
PART, IS PROHIBITED. TITLE TO THESE PLANS AND SPECIFICATIONS
REMAIN WITH EXCEPTIONAL ENGINEERING WITHOUT PREJUDICE.
VISUAL CONTACT
CONSTITUTE PRIMA
WITH THESE PLANS AND SPECIFICATIONS SHALL
FACIE EVIDENCE OF THE ACCEPTANCE OF THESE
RESTRICTIONS.
13/2023
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BLD2023-0562
RESUB
Sep 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BY:
KAREN M. STONER, P.E.
EOR:
KAREN M. STONER, P.E.
DATE:
03/13/2023
E2 JOB:
220072
SHEAR WALL
DETAILS
SINGLE SIDED, EXTERIOR OR INTERIOR
j 6 SHEAR WALL ANCHOR LAYOUT
DOUBLE SIDED, EXTERIOR
L12 HOEDOWN LAYOUT AT INTERSECTIONS
INSIDE CORNER
L4
HOLDOWN SCHEDULE
S 4
PLYWOOD EDGE SHEATHING, NAILING, AND
NAILING ANCHOR BOLTS PER
ANCHOR BOLT PER SHEARWALL SHEARWALL SCHEDULE
t�O E
SIMPSON VPA VARIABLE PITCH
SCHEDULE AND GENERAL NOTES I PLATE NAILING PER SCHED.
0
CONNECTOR OR BEVELED PLATE
PROVIDE SOLID BOR
M •
AT RAFTER
(E) FRAMING TO REMAIN
CRIPPLE STUDS ATTKG. LOCATIONS
WITH POST ABOVE
• �_
SIMPSON LSTA STRAP @ 4'-0"
VENTED 2x BLOCKING, PROVIDE
2x6 MUD SILL
•L
O.C. @ RIDGE, NOT REQUIRED
SHEATHING PER FRAMING
WHERE RIDGE IS UNVENTED
ARCH. BLOCK AS NEEDED
NOTES
� �
BOUNDARY NAILING PER
f
FRAMING NOTES
FINISH GRADE
(Ij a)
O
RAFTER PER PLAN
#4 @ 5-8" FROM
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O.C.W/SCREW PER MFGRTO
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CEILING JOIST
a TOP PLATE, SEE TECHNICAL
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BA HANGER TYP. U.N.O., SLOPE
PER PLAN
GUIDE FOR INSTALLATION
INFORMATION WHERE DECK
—I
= oo — ---
FOUNDATION — a °
0 �
AND ANGLE SEAT AS NEEDED.
PROVIDE MAX. 1" NOTCH AT
P.E.N.
JOIST IS ABOVE TOP PLATE
MIN. (1) BAY OF BLOCKING
DRAIN o
BY OTHERS
U
X
SLOPES EXCEEDING 12:12
J (�
2x LEDGER(N) 3
RIDGE OR HIP BEAM PER PLAN ROOF RAFTERS PER PLAN
SHEAR OR BEARING WALL
LEDGERLOK SCREE FL
S
SCREWS TO FLOOR
#4 @ 16" ALT. HOOK 11
. 8
WHERE H > 32"
� p �
BELOW PER PLAN
RIM @ 16" O.C.
(2) #4 CONT. 1'4' U.N.O.
M i N
rl-1
MATCH (E) OVERHANG
(E) STEM WALL BELOW TO
� LL Z'
�
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0REMAIN "
SCALE: 3/4" = V-0"
13 RAFTER TO ROOF BEAM
❑9 RAFTER AT SUPPORT, LOWER END
50 (N) FLOOR FRAMING TO (E) FLOOR FRAMING
01 FRAMING PERP. TO EXTERIOR STEM WALL
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED
TO PUBLICHE ATION GINAL SITE FORPREPARED AND
HICH HIMITEDEY OSUCHUSE.
EXPRESSLY
PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN
PART, IS PROHIBITED. TITLE TO THESE PLANS AND SPECIFICATIONS
REMAIN WITH EXCEPTIONAL ENGINEERING WITHOUT PREJUDICE.
(E) OR (N) CONT. RIM, NO SPLICES
WITHIN 2'-0" OF OPENING. WHERE
SILL FASTENING PER SHEAR
BRICK VENEER WHERE EXISTS W/
SIMPSON BT AT MAX.16" O.C. HORIZ.
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE
RESTRICTIONS.
MANUFACTURED RAILING
NOTE: AT BEARING WALLS,
THERE ARE (E) SPLICES, PROVIDE
PROVIDE SIMPSON LU HANGERS
WALL SCHEDULE
AND 24" O.C. VERTICAL OR MAX. 32"
BY OTHERS
CS16x48" CENTERED ON SPLICE WITHIN
FOR JOIST TO RIM BEAMVERTICAL
B.N.
O.C. HORIZ. AND MAX. 12" O.C.
2" OF TOP AND BOTTOM OF (E) RIM
CONNECTION
SILL PLATE PER 1/--
A.B. PER SHEAR WALL SCHEDULE
SHEATHING PER SHEAR WALL PLAN
ANCHORS PER
MANUFACTURER
a
2�_p��
0.131"DIA.x21/2" @
(2) LTP4 CLIPS EA. SIDE OF
OPENING
PROVIDE P.T. RIM, PLATE, AND
FELT SEPARATOR BETWEEN
STUD PER FRAMING NOTES
4.N M. STo
OE wAS,y� tip.
6"O.C.
WOOD AND VERTICAL FACE OF
PANEL EDGE NAILING
Q�
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11
5 SIMPSON DTT1Z @ 8'-0" O.C. W/
�.
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O�Fss/ONAL-�G\��
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P.T. 2x6 H.F. #2 LEDGER W/ 1/2" DIA.
z x
JOISTS PER PLAN
THREADED ROD @ 24" O.C., SET RODS
/13/2023
SIMPSON AT-XP EPDXY, 3" EMBEDME
BLOCKING @ 48" O.C. W/ IUS
SPECIAL INSPECTION IS REQUIRED.
(2) 0.148"DIA.x31/4" FACE
HANGER TO JOIST
NAIL(2)
(E)STEMAND
ROWS #4 DOWELS @ 16" O.C.
2" CLR•
2x4 @ 24"O.C.
OUTRIGGERFOOTING
OR (N)
2" CLR.
#4 @ 16" O.C. EA. FACE
STEM AND
DECK JOISTS PER PLAN
7BBVAS:N1EE:CONNECTORS
P.E.N. AND SHEAR CLIPL3x3x1/4"
FOOTING PER 1/
x 0'-7" CLIP ATSPACING PER
PER SHEAR WALLNOTE
W/ (2)1/2" DIA THRU BOLTS TO
SCHEDULE AND NOTES
aALIGNED
JOIST AND (2)1/2" DIA THRUDE CLIPS AT 48" O.C. WHERE
BOLTS TO BEAM OR RIM W/ MIN. 2" x 2"FACTURER POSTS OR FASTENERS ARE
SQUARE WASHERD AT 48 O.C. OR LESS OR EACH SIDE OF
2x6 EA. SIDE OF OPENING 2x6 PLATE W/ (2)
CONNECTOR IF THE RAILING POSTS OR
3/8" POWER -STUD
FLUSH BEAM OR RIM PER ARE AT FURTHER
SD1 ANCHORS TO
6" MIN.
PLAN, MIN. 3-1/2" WIDTH DISTANCES.
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0" FOOTING, MIN. 2
SCALE: 3/4" =1'-0"
1 6
F174 RAILING ABOVE RIM AT PERPENDICULAR FRAMING
j0] OUTLOOKERS AT EXTERIOR WAIL
3/8" EMBEDMENT
F 6 CRAWLSPACE ACCESS (2.00EFF.)
2 FRAMING PARALLEL TO
EXT. STEM WALL
MANUFACTURED RAILING
BY OTHERS
(E) WALL FRAMING TO
BLOCKING BETWEEN
JOISTS PER MFGR AND
W
LL
REMAIN
SHEAR WALL SCHEDULE
W
ANCHORS PER
MANUFACTURER
POST PER PLAN
PLYWOOD
(/)
o
or_
(1) BAY BLOCKING @ EA. M
ABU POST BASE OR CB
'v EMBEDDED POST BASE
Lu Z
O
CLIP LOCATION W/ A35 TO
FIRST NON -RIM JOIST
=
U
Ln 0
° MIN 8" DIA. (ABU) OR 12"
JOISTS PER PLAN
W
as DIA. (CB) SONOTUBE
FINISH GRADE COLUMN
DBL TOP PLATE
00
_
2x4 @ 24" O.C. SHEATHE AND NAIL PONY WALL PER
TYPE P6TN WALL MIN. 8' LONG EVERY
Q�
I�
ril-
BOTTOM PLATE PER 40', NOT REQUIRED WHERE ALIGNED
(E) FLOOR FRAMING TO WHERE (E) 2x12 MIN.
a
SHEAR WALL SCHEDULE WITH CONCRETE WALL
>=
REMAIN RIM JOIST IS CONT.,
° (4) #4
m o
NOTE:
DECK JOISTS PER PLAN PROVIDE CLIPS AT 48 O.C. WHERE
MANUFACTURER POSTS OR FASTENERS ARE
PROVIDE MIN. (1) (N)
(E) MIN. 2x12 CONT. RIM 2x12. SISTER (N) 2x12
_ °
o M
L3x3x1/4" x 0' 7" W/ (2)1/2" DIA THRU
SPACED AT 48 O.C. OR LESS OR EACH SIDE OF
BOLTS TO BLOCKING AND (2)1/2" DIA
EVERY CONNECTOR IF THE RAILING POSTS OR
THRU BOLTS TO BEAM OR RIM W/ MIN.
JOIST TO REMAIN, VIF. TO (E) 2x12 PER
WHERE RIM JOIST IS NOT FASTENING SCHEDULE
ON S-1.
°°�
#4 @ 10" O.C. CONT.
BLD2023-0562
2" x 2" SQUARE WASHER AT EA. CLIP BASE CONNECTORS ARE AT FURTHER
CONT., CUT BACK JOISTS
AND INSTALL4x12 UNDER
#4 @ 10 O.C. E.W.
PER PLAN BOTTOM
LOCATION. DISTANCES.
(E) WALL.
REINFORCING
^ S U B
FLUSH BEAM OR RIM PER
PER PLAN
PLAN, MIN. 3-1/2" WIDTH
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
Sep 12 2023
15 RAILING ABOVE RIM AT PARALLEL FRAMING
11 (E) SECOND FLOOR SUPPORT BEAM
F7 TYPICAL DECK OR PORCH ROOF FOOTING
33 INTERIOR BEARING WALL AT FOOTING
CITY OF EDMONDS
DEVE OPMENT
EPARTMENRVICES
NOTE:
STEP FOOTING DOWN IN 2'-0" INCREMENTS
TO ALIGN (N) BASE OF FOOTING WITH (E) BASE #4 x 15" DOWEL W/ MIN, 3" EMBEDMENT IN DEWALT
OF FOOTING WHERE (E) FOOTING MEETS AC100+ EPDXY IN (E) WALL OR FOOTING. SPECIAL
EXISTING WALL TO REMAIN
MINIMUM DEPTH REQUIREMENTS. NOTIFY INSPECTION REQUIRED WHERE JURISDICTION
FOR IF (N) B.O.F. IS MORE THAN 12" BELOW (E) REQUIRES IT (MINOR WORK PER IBC 1704.2
B.N. TO CONT. LEDGER
B.O.F. EXCEPTION 1)
BY:
KAREN M. STONER, P.E.
— — — — — —
EOR:
KAREN M. STONER, P.E.
DATE:
03/13/2023
LEVEL FOOTINGS AND ATTACHMENTTO STEM
E2 JOB:
220072
BEAM PER PLAN
LOWER ROOF FRAMING PER
STRUCTURAL
FRAMING PLAN W/ HANGERS
PER FRAMING NOTES
1 p
DETAILS
2x LEDGER, MATCH RAFTER
1
DEPTH, W/ (2)16d NAILS @ 8"
O.C.
1 MIN.
TO BLOCKING BETWEEN
= �,
STUDS
Cl�
4x POST W/ EPC POST CAP
FOOTING STEP PER NOTE
SCALE: 3/4" = V-0"
SCALE: NTS
12 (N) RIDGE TO INT. BEARING WALL
4 EPDXIED FOOTING AT EXISTING CONC.