APPROVED BLD BLD2022-0778+Architectural_Plan+6.14.2022_4.25.26_PM+2932362ABBREVIATIONS
ABV
ABOVE
F.O.
FACE OF (CONC,FTG,ETC)
PJP
PARTIAL JOINT PENETRATION
AFF
ABOVE FINISH FLOOR
FN
FIELD NAILING
PEN
PENETRATION
ADDL
ADDITIONAL
FIN
FINISH
d
PENNY
AGGR
AGGREGATE
FF
FINISH FLOOR
PERP
PERPENDICULAR
ALT
ALTERNATE
FLR
FLOOR
PC
PIECE
AB
ANCHOR BOLT
FT
FOOT/FEET
PL
PLATE
&
AND
FTG
FOOTING
PLUMB
PLUMBING
L
ANGLE
FDN
FOUNDATION
PLYWD
PLYWOOD
ARCH
ARCHITECT/URAL
FRMG
FRAMING
LBS
POUNDS
@
AT
PSF
POUNDS PER SQUARE FOOT
GA
GAGE
PSI
POUNDS PER SQUARE INCH
BM
BEAM
GALV
GALVANIZED
PDF
POWDER DRIVEN FASTENER
BLW
BELOW
GT
GIRDER TRUSS
PT
PRESSURE TREATED
BTWN
BETWEEN
GLB
GLU-LAM
PROJ
PROJECTION
BLK
BLOCK
GR
GRADE
BLKG
BLOCKING
GYP
GYPSUM
R
RADIUS
BOT
BOTTOM
RWL
RAIN WATER LEADER
B.O. _
BOTTOM OF
HGR
HANGER
REINF
REINFORCE/ING/MENT/D
BN
BOUNDARY NAILING
HWS
HEADED WELDED STUD
(R)
REPLACE
BRCG
BRACING
HDR
HEADER
REQD
REQUIRED
BLDG
BUILDING
HT
HEIGHT
RF
ROOF
HSB
HIGH STRENGTH BOLTS
RO
ROUGH OPENING
CBC
CALIFORNIA BUILDING CODE
HD
HOLDOWN
C
CAMBER
HSS
HOLLOW STRUCTURAL
CIP
CAST IN PLACE
SECTION
SECT
SECTION
CLG
CEILING
HORIZ
HORIZONTAL
SHTG
SHEATHING
CL
CENTER LINE
HDG
HOT DIPPED GALVANIZED
SMS
SHEET METAL SCREWS
CTR
CENTER
SIM
SIMILAR
C
CHANNEL
INFO
INFORMATION
Si
SLAB JOINT
CLR
CLEAR
ID
INSIDE DIAMETER
SPCG
SPACING
COL
COLUMN
INT
INTERIOR
SQ
SQUARE
CJP
COMPLETE JOINT PENETRATION
STAG
STAGGER/ED
CONC
CONCRETE
JT
JOINT
STD
STANDARD
CMU
CONCRETE MASONRY UNIT
JST
JOIST
STL
STEEL
CTUP
CONCRETE TILT -UP PANEL
JH
JOIST HANGER
STIF
STIFFENER
CONN
CONNECTION
STRUCT
STRUCTURE/AL
CJ
CONSTRUCTION/COLD JOINT
KSI
KIPS PER SQUARE INCH
SP
STRUCTURAL PLYWOOD
CONT
CONTINUOUS
CONTR
CONTRACTOR
LS
LAG SCREW
THK
THICK
CRC
CALIFORNIA RESIDENTIAL CODE
LWC
LIGHT WEIGHT
THIRD
THREADED
CSK
COUNTERSINK
CONCRETE
THRU
THROUGH
LONGIT
LONGITUDINAL
TN
TOE NAIL
DIAG
DIAGONAL
LLH
LONG LEG HORIZONTAL
T&G
TONGUE AND GROOVE
DS
DIAGONAL SHEATHING
LLV
LONG LEG VERTICAL
T&B
TOP AND BOTTOM
O
DIAMETER
TFJH
TOP FLANGE JOIST HANGER
DIM
DIMENSION
MB
MACHINE BOLT
T.O._
TOP OF (CONC, FTG, ETC)
DBL
DOUBLE
MFR
MANUFACTURE/D/ING/R
TRAN
TRANSVERSE
DF
DOUGLAS FIR
MAX
MAXIMUM
TYP
TYPICAL
MECH
MECHANICAL
DN
DWGS
DOWN
DRAWINGS
MTL
METAL
UON
UNLESS OTHERWISE NOTED
MIN
MINIMUM
VERT
VERTICAL
EA
EACH
NA
NEUTRAL AXIS
EF
EACH FACE
(N)
NEW
WT
WEIGHT
EW
EACH WAY
INC
NO CAMBER
WWF
WELDED WIRE FABRIC
E.O.
EDGE OF
NOM
NOMINAL
AL
W/
WITH
ELEC
ELECTRIC/AL
NTS
NOT SCALE
WS
WOOD SCREW
ELEV
ELEVATION
#
NUMBER/POUNDS
WP
WORK POINT
EMBED
EMBEDMENT
EN
END NAIL
EQ
EQUAL
OC
ON CENTER
EQUIP
EQUIPMENT
OPNG
OPENING
(E)
EXISTING
OPH
OPPOSITE HAND
EJ
EXPANSION JOINT
OD
OUTSIDE DIAMETER
EXT
EXTERIOR
OV/
OVER
SYMBOL LEGEND
SHEET NUMBERING SYSTEM: DETAIL & ELEVATION CALLOUT:
DISCIPLINE
DESIGNATION
1
' INDICATES THAT DETAIL 1 WILL BE
FOUND ON SHEET S0.3
S0.2
DRAWING
TYPE
DESIGNATION
SECTION OR ELEVATION INDICATING THAT
S2
Z DETAIL 1 WILL BE FOUND ON SHEET S0.1
.
S0.1 ARROW INDICATES VIEWING DIRECTION
SHEET NUMBER
BEYOND ZERO
MISCELLANEOUS SYMBOLS:
STRUCTURAL GRID IDENTIFIER:
_ WORK POINT, CONTROL
A GRID AT FACE OF FRAMING
POINT OR DATUM
MATERIAL LEGEND
A GRID AT CENTER OF FRAMING
INDICATES A CONTINUOUS
WOOD MEMBER IN SECTION.
INDICATES PLYWOOD
INDICATES SOLID WOOD
BLOCKING IN SECTION.
INDICATES METAL
INDICATES UNDISTURBED EARTH
OR
(STDUCCO ICATES F NASHD@ ELGEVOAT ONS)
INDICATES COMPACTED EARTH
INDICATES NEW CONCRETE
INDICATES GRAVEL/
AGGREGATE BASE
o�
INDICATES EXISTING CONCRETE
THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM.
DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET.
13
9
5
1
14
10
6
2
15
11
7
3
16
12
8
4
DETAILS
tl
m
i.i
D
A
E
B
F
C
BUILDING SECTIONS AND
WALL FRAMING ELEVATIONS
GORDON RESIDENCE
UTILITY POLE IMPACT DAMAGE REPAIR
GENERAL NOTES
1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH STATE OF
WASHINGTON AMENDMENTS AND OTHER APPLICABLE CODES AND STANDARDS.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING
CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK. THEY
SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE
PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL
MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED
OTHERWISE ON NEW PLANS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY
APPLY TO THIS PROJECT OF THE "SAFETY STANDARD FOR CONSTRUCTION WORK" ISSUED BY THE
STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT
ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE
REQUIREMENTS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL
FORMS, BRACING AND SHORING REQUIRED.
5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL
ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT.
6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK.
7. (N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT.
8. DO NOT SCALE DRAWINGS.
9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
10. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS,
ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY.
DEMOLITION NOTES
1. ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON
AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.
2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE
PROTECTED FROM DAMAGE DURING DEMOLITION.
3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE
SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC
SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND
GAPS TO PREVENT DUST MIGRATION.
4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS.
5. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES.
COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS
TO BE RECYCLED.
6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH
ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS.
7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND
FEDERAL SAFETY REQUIREMENTS.
8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES
UNLESS SPECIFICALLY NOTED OTHERWISE.
CONSTRUCTION COORDINATION
CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPENCIES BETWEEN THE
CONSTRUCTION DOCUMENTS AND AS -BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON-
REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD
RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL
ALTERATIONS DUE TO NON -COORDINATED FIELD CONDITIONS.
APPLICABLE BUILDING CODES
2018 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH STATE OF WASHINGTON AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
2018 WASHINGTON STATE ENERGY CODE (WSEC)
DESIGN
PROFESSIONAL INFORMATION'
DEGENKOLB ENGINEERS
SACRAMENTO OFFICE: SAN FRANCISCO OFFICE:
SEATTLE OFFICE:
428 J STREET
375 BEALE STREET
600 UNIVERSITY STREET
SUITE 500
SUITE 500
SUITE 720
SACRAMENTO, CA 95814
SAN FRANCISCO, CA 94105
SEATTLE, WA 98101
(916)418-9100
(415)392-6952
(206)262-9240
OAKLAND OFFICE: LOS ANGELES OFFICE: SAN DIEGO OFFICE:
601 12TH STREET 300 SOUTH GRAND AVENUE 225 BROADWAY
SUITE 400 SUITE 3850 SUITE 1325
OAKLAND, CA 94607 LOS ANGELES, CA 90071 SAN DIEGO, CA 92101
(510) 272-9040 (213) 596-5000 (619) 515-0299
DESIGN CRITERIA
ARCHITECTURAL
OCCUPANCY CLASSIFICATION
CONSTRUCTION TYPE
CLIMATE ZONE
STRUCTURAL
1. DEAD LOADS:
A. ROOF
B. FLOOR
C. CEILING
2. LIVE LOADS:
A. ROOF
B. FLOOR
C. ATTIC W/O STORAGE
D. FLOOR
3. WIND DESIGN LOADS:
A. BASIC WIND SPEED (VUIt)
B. RISK CATEGORY
C. EXPOSURE CATEGORY
D. INTERNAL PRESSURE COEFF (GCpi)
E. WALL COMPONENTS & CLADDING
F. ROOF COMPONENTS & CLADDING
4. SEISMIC DESIGN CRITERIA:
A. OCCUPANCY RISK CATEGORY
B. IMPORTANCE FACTOR (Is)
C. SEISMIC DESIGN CATEGORY
D. SITE CLASS
E. Ss = 1.305g S1 = .462g
SDS = 1.044g SD1 = *NULL
5. SNOW LOADS:
A. ROOF SNOW
GROUP R-3
TYPE VB-WOOD FRAME (NON-SPRINKLERED)
4C
20 PSF
10 PSF
10 PSF
20 PSF (REDUCIBLE)
40 PSF (30 PSF BEDROOM)
10 PSF
10 PSF
97 MPH
B
±0.18
+10 PSF/-13 PSF (Z4)/-16 PSF (Z5)
+10 PSF/-14 PSF (Z2)/-22 PSF (Z3)
11
1.0
D
D (DEFAULT)
25 PSF
DEFERRED SUBMITTALS
1. ANY REPAIRS TO MECHANICAL, ELECTRICAL, AND PLUMBING TO BE SUBMITTED UNDER SEPARATE
COVER BY MEP SUBCONTRACTORS.
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
City
Of Edmonds
Building Department
Work
ROOF REPAIR
Address
--- ------------------
8525 OLYMPIC VIEW DR
-------
Owner:
MCKINNON
Approved Date
07/05/2022
Building Official
e ' Ou
Permit Number
BLD2022-0778
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
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PROJECT
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LOCATION MAP
NORTH
PROJECT INFORMATION
PROPERTY ADDRESS BUILDING OWNER
8525 OLYMPIC VIEW DRIVE, ELIZABETH GORDON AND JAMES McKINNON
EDMONDS WA 98026 8525 OLYMPIC VIEW DRIVE,
A.P.N. 00434600000200 EDMONDS WA 98026
BUILDING INFORMATION LOT COVERAGE
EXISTING RESIDENCE = 1,649 SQ FT
EXISTING GARAGE = 528 SQ FT
LOT AREA
= 10,454 SQ FT
1. BUILDING CONFIGURATION:
THE GARAGE IS ONE STORY WITH A FINISHED ATTIC SPACE. THE GARAGE IS RECTANGULAR IN
PLAN WITH A NORTH -SOUTH DIMENSION OF 24 FEET AND AN EAST -WEST DIMENSION OF 22
FEET. THE ROOF IS GABLED WITH A SLOPE OF 15:12 AND THE RIDGE IS ORIENTED NORTH -
SOUTH. THE ROOF FRAMING IS COMPRISED OF 2X12 RAFTERS AT 24 INCHES ON CENTER WITH
2X4 COLLAR TIES, AND SHEATHED WITH PLYWOOD. THE WALL FRAMING IS COMPRISED
OF 2X4 STUDS. THE RAFTERS BEAR ON THE FLOOR LINE OVER THE EAST AND WEST WALLS
RESULTING IN AN A -FRAME CONFIGURATION. PUBLIC RECORDS SHOW THAT THE GARAGE
WAS CONSTRUCTED IN 1990 AND IS LISTED AS HAVING A FLOOR AREA OF 528 SQUARE FEET.
ACCESS TO THE GARAGE FROM THE HOUSE IS COVERED BY A 5-FOOT-WIDE COVERED
WALKWAY. THE ROOF THAT COVERS THIS WALKWAY IS FRAMED INTO BOTH THE HOUSE AND
GARAGE.
2. DAMAGE DESCRIPTION:
THE GARAGE RECENTLY EXPERIENCED IMPACT FORCE FROM A FALLEN UTILITY POLE.
DAMAGE INCLUDED FRACTURE OF THREE RAFTERS AND PUNCTURE TO THE ROOF
SHEATHING. IN ADDITION, REMOVAL OF THE GYPSUM BOARD CEILING FINISH IN THE
BATHROOM REVEALED THAT FOUR RAFTERS OVER THE BATHROOM HAVE BEEN MODIFIED BY
REMOVAL OF APPROXIMATELY HALF THE DEPTH OF THE RAFTERS OVER THE WIDTH OF THE
BATHROOM.
3. PROJECT SCOPE:
REMOVE AND REPLACE THREE CRACKED RAFTERS, REMOVE AND REPLACE APPROXIMATELY
150 SQUARE FEET OF ROOF SHEATHING, AND REMEDIATE FOUR RAFTERS OVER THE BATHROOM.
THIS REPAIR USES LIKE -KIND MATERIALS TO REPAIR THE DAMAGED COMPONENTS OF THE
BUILDING. THE OCCUPANCY OF THE BUILDING, THE EXISTING POOTPRINT, AND THE EXISTING
UTILITIES REMAIN UNCHANGED.
SHEET INDEX
A0.1
LOCATION MAP & GENERAL NOTES
A0.2
PLOT PLAN
A2.1
FLOOR PLANS
A3.1
PHOTO ELEVATIONS
S0.1
STANDARD STRUCTURAL NOTES
S0.2
STANDARD STRUCTURAL DETAILS
S4.1
STRUCTURAL DETAILS
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DRAWN
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SHEET
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OLYMPIC VIEW DRIVE
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PLOT PLAN
1 " = 20'-0"
KEY NOTES
101 - (E) MAIN RESIDENCE
102 - (E) DRIVEWAY
103 - (E) APPROXIMATE LOCATION OF REPAIRS
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTE: A LAND SURVEY WAS NOT PERFORMED FOR THIS
RECONSTRUCTION PROJECT. PROPERTY LINE INFORMATION
SHOWN IS FROM EXISTING COUNTY ASSESSOR'S MAPS. ALL
DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE FROM
OBSERVED FIELD CONDITIONS AND HAVE NOT BEEN VERIFIED
BY MEANS OF SURVEY.
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DATE
6/13/2022
DRAWN
MMS
JOB NO
C21351041.00
SHEET
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± 22'-0"
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1 /4" = 1'-01,
TRUE
NORTH
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FLAT CEILING
SLOPED CEILING
C
A3.1
EXISTIN(
BREEZE'
MATCH EXIST
REMOVE E�
2X6 SISTER
REPLACE W
2X6X10'-0" S
REMOVE E�
RAFTER AN
REPLACE W
RAFTER AN
2X6X10'-0" Sib I ER
ATTIC FLOOR PLAN
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EA RAFTER
(E) RAFTER PAIRS
@ 24" OC WITH 2X
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LION
PLAN LEGEND
(E) WOOD STUD WALL
(E) WALLS BELOW
(R) 1/2" PLYWOOD SHEATHING, SEE DETAILS 1/S0.2, 2/S0.2, AND 10/S0.2
��w (R) 2X OVERFRAMING
CONNECT JOIST HANGERS USING FASTENER DIAMETER,
LENGTH, & QUANTITY PER MFR RECOMMENDATIONS
CONTRACTOR TO PROVIDE 1/150 ATTIC VENTILATION
PER IRC SECTION R806. MATCH EXIST
WASHINGTON STATE
ENERGY CODE REQUIREMENTS
COMPONENT
MIN REQUIREMENT
ATTIC INSULATION
R-49
WALL INSULATION (2X4 WALLS)
R-15
FLOOR INSULATION
R-30
1. PROVIDE UN -VENTED ENCLOSED RAFTER CAVITY:
A. CONTRACTOR OPTION 1: 1.0" RIGID INSULATION
(R-10/IN,MIN), INSTALLED IN DIRECT CONTACT WITH
UNDERSIDE OF STRUCTURAL ROOF SHEATHING AND
R-19 UNFACED BATT INSULATION BELOW PER IRC
R806.5.5.1.3. USE OWENS CORNING HOMESEALR (OR
EQUIVALENT) TO TAPE BETWEEN BOARDS AND OWENS
CORNING FLASHSEALR (OR EQUIVALENT) TO SEAL
BOARDS AGAINST OTHER SUBSTRATES PER IRC
R806.5.5.3.
B. CONTRACTOR OPTION 2: 1.0" CLOSED CELL SPRAY
FOAM INSULATION (R-10/IN, MIN) AND R-19 UNFACED
BATT INSULATION BELOW PER IRC R806.5.5.1.3.
SHEET NOTES
1. REPLACE THE RESIDENCE'S FINISH ROOFING IN LIKE KIND.
2. REPLACE INTERIOR FINISHES AND INSULATION. AS REQUIRED.
MATCH EXIST.
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE
6/13/2022
DRAWN
MMS
JOB NO
C21351041.00
SHEET
A2.1
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ELEVATION KEY NOTES:
10 (R) CLASS'A' (30 YEAR) COMPOSITION SHINGLE ROOFING
20 (R) 2X8 FASCIA BOARD
GENERAL ELEVATION NOTES
EXTERIOR COMPONENTS
1. APPROVED NUMBERS OR ADDRESS SHALL BE PROVIDED PER IRC R319.1.
2. WEATHERPROOF THE EXTERIOR IN COMPLIANCE WITH IRC SECTION R703.1.1. EXTERIOR
DOOR AND WINDOW OPENINGS SHALL BE FLASHED IN ACCORDANCE WITH IRC R703.8.
3. HORIZONTAL LAP SIDING INSTALLED PER MFG'S RECOMMENDATIONS OR PER IRC R703.3.
4.. PROVIDE PRESERVATIVE TREATED OR NATURALLY DURABLE WOOD WHERE FRAMING IS IN
CONTACT WITH CONCRETE OR LACKS CLEARANCE IN COMPLIANCE WITH IRC R317.
5. CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAMED WALLS
IN CLIMATE ZONES 14 & 16 PER IRC R702.7.
6. ASPHALT SHINGLE ROOFING SHALL COMPLY WITH IRC R905. PROVIDE A TYPE 15 MIN FELT
UNDERLAYMENT FOR COMPOSITION ROOF COVERING PER IRC SECTION R905.2.3. FOR
ROOF SLOPES BETWEEN 2:12 AND 4:12 APPLY TWO LAYERS OF UNDERLAYMENT PER
IRC R905.2.7.
7. IN AREAS WHERE THERE IS A HISTORY OF ICE FORMING ALONG THE EAVES, AN ICE BARRIER
IS REQUIRED FROM THE LOWEST EDGE OF THE ROOF TO A POINT AT LEAST 24-INCHES
INSIDE THE EXTERIOR OF THE BUILDING, UON. (IRC R905.2.7.1)
8. VALLEYS SHALL CONSIST OF EITHER 24" WIDE CORROSION RESISTANT METAL LININGS OR
TWO PLIES OF MINERAL -SURFACED ROOFING WITH THE BOTTOM LAYER NOT LESS THAN 181,
AND THE TOP LAYER NOT LESS THAN 36" WIDE (@ OPEN VALLEYS). VALLEYS SHALL CONSIST
OF AT LEAST ONE PLY OF 36" WIDE SMOOTH ROLL ROOFING OR SELF -ADHERING POLYMER
MODIFIED BITUMEN UNDERLAYMENT (@ CLOSED VALLEYS). (IRC R905.2.8.2)
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE
6/13/2022
DRAWN
MMS
JOB NO
C21351041.00
SHEET
A3. 1
• CARPENTRY NOTES:
ALL STRUCTURAL WOOD SHALL CONFORM WITH THE LATEST EDITION OF THE FOLLOWING
SPECIFICATIONS:
A. HEMLOCK FIR...................................WWPA GRADING RULES-05. STRESS VALUES SHOWN IN NOTE #2
BASE MEMBER VALUES.
B. STOCK GLULAM BEAMS..................PRG-305 PERFORMANCE STANDARD FOR APA EWS STOCK GLULAM
BEAM
C. NON -STOCK GLULAM BEAMS......... ANSI/AITC STANDARD A190.1 FOR STRUCTURAL GLUED LAMINATED
TIMBER
D. STRUCTURAL PLYWOOD................ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION.
EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE "APA - THE ENGINEERED WOOD
ASSOCIATION".
E. ORIENTED STRAND BOARD ...........ALL PANELS TO BE ORIENTED STRAND BOARD. EACH PANEL SHALL
BEAR THE QUALITY TRADEMARK STAMP OF THE " APA - THE ENGINEERED WOOD ASSOCIATION
2. ALL LUMBER SHALL BE HEMLOCK FIR WITH A MOISTURE CONTENT OF 19% OR LESS AT THE TIME
OF INSTALLATION. MINIMUM GRADE SHALL BE:
• 4X - HEMLOCK FIR #2, Fb = 850 PSI
• 2X - HEMLOCK FIR #2, Fb = 850 PSI
• LAMINATED VENEER LUMBER (LVL) - 2.0E ILEVEL TRUSJOIST MACMILLAN MICROLLAM
• PREFABRICATED WOOD I -JOISTS - WEYERHEUSER TRUSS JOIST TJI JOISTS
• STOCK GLULAM BEAMS - 1.9E ROSOBORO X-BEAM. UNBALANCED AT SINGLE SPAN AND BALANCED
AT CONTINUOUS OR CANTILEVERED SPANS.
• NON -STOCK GLULAM BEAMS - SIMPLE SPAN 24F-V4. CONTINUOUS SPAN 24F-V8. CAMBER MINIMUM
3500-FT RADIUS, UON.
• STRUCTURAL PLYWOOD - APA C-D EXTERIOR GLUE.
3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION
INTERSECTIONS WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS IN DETAIL ON THIS SHEET.
TOP OR BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS SHALL BE SPLICED WITH SIMPSON ST
6236 STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES. WHEN THE HOLE IS 2/3 OF
THE WIDTH OF THE PLATES USE SIMPSON ST 6236 STRAPS ON EACH SIDE OF THE PLATES. BORED
HOLES SHALL BE CENTERED ALONG THE WIDTH OF PLATES. NOTCHING PLATES MORE THAN I OF THE
WIDTH IS NOT ALLOWED. NOTCHES IN PLATES SHALL SHALL NOT BE LONGER THAN THE PLATE WIDTH
AND SHALL HAVE A CLEAR DISTANCE BETWEEN ANY ADJACENT HOLE OR NOTCH OF AT LEAST TWICE
THE PLATE WIDTH. SILL PLATES SHALL BE PLACED IN A BED OF GROUT WHEN REQUIRED FOR FULL
BEARING ON THE FOUNDATION.
4. FOR EXTERIOR AND BEARING STUDS, NOTCHING NOT TO EXCEED 25% OF WIDTH AND BORED HOLES
NOT TO EXCEED 40% OF WIDTH. FOR NON -BEARING STUDS, NOTCHING NOT TO EXCEED 40% AND
BORING NOT TO EXCEED 60%. IF EXCEEDED, PROVIDE SIMPSON HSS STUD SHOE.
5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, AND AT SUPPORTS
PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE
FRAMING. PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR
JOISTS THAT ARE 8 1/4 OR MORE INCHES DEEP, AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE
THAN 10 FEET FROM SUPPORTS. CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT
EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END.
6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER.
7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT OF STUDS OR SO SPACED THAT THE UNBRACED
LENGTH OF STUDS DOES NOT EXCEED 10 FEET. PROVIDE BLOCKING IN WALLS AT CEILING LINES.
8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI -STORY CONSTRUCTION.
9. ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES, BEAMS, POSTS OR BE SUPPORTED IN A
METAL CONNECTOR.
10. ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON "STRONG -TIE"
PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL. INSTALL ALL
CONNECTORS PER MANUFACTURERS REQUIREMENTS, UON.
11. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE
BOLT PLUS 1/16TH OF AN INCH. HOLES FOR LAG SCREWS SHALL BE BORED AT NO MORE THAN 75% OF
THE DIAMETER OF THE ROOT OF THE THREADS.
12. ALL BOLTS, EXPANSION ANCHORS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS
UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD.
13. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. ALL BOLTS AND
LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR
COMPLETION OF THE JOB.
14. ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER IRC
R502.1.3.
15. WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM
EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED PER IRC R317.1.
16. CLEARANCE BETWEEN WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND
EARTH SHALL NOT BE LESS THAN 6" FROM THE GROUND AND 2" VERTICALLY FROM CONCRETE STEPS,
PORCH SLABS, ETC. EXCEPT WHERE SIDING, SHEATHING AND WALL FRAMING ARE OF NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD PER IRC R317.1.
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ILL
• PNEUMATIC NAILING NOTES:
1. ALL POWER (PNEUMATIC) DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE
SMOOTH -NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667.
2. ALL POWER DRIVEN NAILS FOR STRUCTURAL WORK SHALL CONFORM WITH ICC
ESR-1539.
3. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT -DIP GALVANIZED
NAILS CONFORMING WITH ASTM A 153.
4. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT.
5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE
AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES
SHALL BE SUB -DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD.
6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING
(2 1 /2"X0.131 " 0).
7. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM
OF TWO 16d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF
TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS.
8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTED
BELOW SHALL BE PER ICC ESR-1539 TABLE 11:
ITEM
DESCRIPTION OF BUILDING ELEMENT
NUMBER/SPACING @ TYPE
OF FASTENER
ROOF
1
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN
(3) 16d (3"x0.131")
(3) 8d (2 1 /2"x0.131 ")
2
CEILING JOISTS TO PLATE, TOE NAIL
CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS
(3) 16d (3"x0.131")
(3) 8d (2 1 /2"x0.131 ")
3
(4) 16d (3"x0.131")
OVER PARTITIONS, FACE NAIL
COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20 GAGE RIDGE
(4) 16d (3"x0.131")
4
STRAP
(5) 8d (2 1/2"0.131")
5
RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL
(4) 16d (3"x0.131")
(5) 8d (2 1 /2"x0.131 ")
6
ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL
(5) 16d (3"0.131")
(5) 8d (2 1/2"x0.131")
7
ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: END NAIL
(4) 16d (3"0.131")
WALL
8
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN
ABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL
16d (3"0.131") @ 16" OC
8d (2 1/2"x0.131") @ 8" OC
9
16d (3"0.131") @ 8" OC
8d (2 1/2"x0.131") @ 8" OC
10
BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER
16d (3"0.131") @ 8" OC
11
CONTINUOUS HEADER TO STUD, TOE NAIL
DOUBLE TOP PLATES, FACE NAIL
(4) 16d (3"0.131")
(4) 8d (2 1 /2"x0.131 ")
12
16d (3"0.131") @ 12" OC
DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS,
8d (2 1 /2"x0.131 ") @ 8" OC
13
(16) 16d (3"x0.131")
FACE NAIL IN LAPPED AREA
14
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL
(3) 16d (3"0.131")
15
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
16d (3"0.131") @ 12" OC
8d (2 1 /2"x0.131 ") @ 8" OC
16
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS
TOP OR SOLE PLATE TO STUD, END NAIL
STUD TO SOLE PLATE, TOE NAIL
(4) 16d (3"0.131") @ 16" OC
(4) 8d (2 1/2"x0.131") @ 16" OC
17
(4) 16d (3"x0.131")
(4) 8d (2 1 /2"x0.131 ")
18
(4) 16d (3"x0.131")
(4) 8d (2 1/2"x0.131")
FLOOR
19
JOIST TO SILL OR GIRDER, TOE NAIL
3-16d (3"0.131 ")
3-8d (2 1/2"x0.131")
20
RIM JOIST TO TOP PLATE, TOE NAIL
16d (3"0.131") @ 6" OC
BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS
8d (2 1 /2"x0.131 ") @ 6" OC
21
16d (3"x0.131") @ 24" OC
")
5-16d (3"0.1316-8d (2 1/2"0.131")
22
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
HAND DRIVEN NAILING NOTES:
ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH -COMMON NAILS
(UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667.
NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT -DIP GALVANIZED NAILS
CONFORMING WITH ASTM A 153.
NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT.
NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE AND END
DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES SHALL BE SUB -
DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD.
NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF
TWO 10D NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS
AT EACH CONTACT FOR 1X MEMBERS.
MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTED BELOW
SHALL BE PER IRC TABLE R602.3(1):
ITEM
DESCRIPTION OF BUILDING ELEMENT
NUMBER/SPACING @
TYPE OF FASTENER
ROOF
1
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,
(3) 8d (2 1/2"0.131"), OR
TOE NAIL
CEILING JOISTS TO PLATE, TOE NAIL
(3) 3"x0.131"
(3) 8d (2 1/2"x0.131"), OR
2
(3) 3"x0.131"
3
CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS
(3) 16d (3 1/2"0.162"), OR
OVER PARTITIONS, FACE NAIL
(4) 3"x0.131"
5
COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20GA RIDGE
(3) 10d (3"0.148"), OR
STRAP, FACE NAIL
RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL
(4) 3"x0.131"
(3) 10d (2 1/2"0.148"), OR
6
(4) 3"0.131"
(3) 10d (3 1/2"0.148")
7
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF
(4) 3"x0.131"
(2) 16d (3 1/2"x0.162")
RAFTER TO MINIMUM 2" RIDGE BEAM (TOE NAIL/FACE NAIL)
(3) 3"x0.131"
WALL
8
STUD TO STUD (NOT AT BRACED WALL PANELS), FACE NAIL
16d (3 1/2"x0.162") @ 24" OC
3"0.131" @ 16" OC
9
STUD TO STUD AND ABUTTING STUDS AT INTERSECTION
16d (3 1/2"x0.162") @ 16" OC
WALLCORNERS AT BRACED WALL PANELS), FACE NAIL
3"x0.131" @ 12" OC
10
BUILT-UP HEADER (2" TO 2" HEADER W/ 1/2" SPACER), FACE NAIL
16d (3 1/2"x0.162") @ 16" OC
16d (3 1 /2"x0.135") @ 12" OC
11
CONTINUOUS HEADER TO STUD, TOE NAIL
(4) 8d (2 1/2"x0.131"), OR
(4) 10d (3"0.128")
12
TOP PLATE TO TOP PLATE, FACE NAIL
16d (3 1/2"x0.162") @ 16" OC
3"x0.131 " @ 12" O C
13
DOUBLE TOP PLATE SPLICE, MINIMUM 48-INCH OFFSET OF END
(16) 16d (3 1/2"x0.135")
JOINTS, FACE NAIL IN LAPPED AREA
(16) 3"x0.131")
14
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING
16d (3 1/2"x0.162") @ 16" OC
(NOT AT BRACED WALL PANELS), FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING
3"x0.131" @ 12" OC
(2) 16d (3 1/2"x0.162") @ 16" OC
15
(AT BRACED WALL PANELS), FACE NAIL
(4) 3"x0.131" @ 16" OC
(4) 8d (2 1 /2"x0.131 ")
16
(4) 3"0.131 "
TOP OR BOTTOM PLATE TO STUD (TOE NAIL/END NAIL)
(2) 16d (3 1/2"x0.162")
(3) 3"x0.131"
(2) 16d (3 1/2"x0.162")
(3) 3"x0.131 "
17
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL
FLOOR
21
JOIST TO SILL, TOP PLATE OR GIRDER, TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE, TN
(3) 8d (2 1/2"x0.131")
(3) 3"x0.131"
8d (2 1/2"0.131") @ 6" OC
22
3"0.131" @ 6" OC
24
2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
(3) 16d (3 1/2"0.135")
(2) 16d (3 1/2"x0.162")
26
BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER, FACE NAIL
(3) 16d (3 1/2"x0.162")
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS, FACE NAIL EA
(4) 3"x0.131"
10d (3"0.128") OR 3"x0.131"
27
JST
BAND OR RIM JOIST TO JOIST, END NAIL
@ 24" OC T&B & 3 EA END
28
(3) 16d (3 1/2"x0.162")
BRIDGING TO JOIST
(4) 3"x0.131 "
29
(2) 10d (3"x0.128")
WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING
32
3/8" to 1/2" (EDGE NAILING/FIELD NAILING)
8d (2 1/2"x0.131") @ 6" OC
19/32" TO 1" (EDGE NAILING/FIELD
8d (2 1 /2"x0.131 ") @ 12" OC
33
8d (2 1/2"x0.131") @ 6" OC
-
1 1/8" to 1 1/4" (EDGE NAILING/FIELD NAILING)
8d (2 1/2"0.131") @ 12" OC
10d (3"0.148") @ 6" OC
10d (3"0.148") @ 12" OC
34
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE
6/13/2022
DRAWN
MMS
JOB NO
C2B51041.00
SHEET
SO-1
I q 1 WALL SHEATHING
(E) SHTC
(E) 2X RAFTEF
PER PLAN
10 (R) TO (E) SHEATHING
3/4" = 1'-0"
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U—
THE MIN DIMENSION OF A
PIECE OF WALL SHTG SHALL BE
12". USE PARTIAL LENGTH
SHEETS @ TOP OF WALL ONLY
ALIGN HORIZ JOINTS ON
SOLID STUD WIDTH BLKG
WHERE SP SHEATHING OCCURS
ON EA SIDE OF WALL, STAG VERT
SHEET JOINTS ON DIFFERENT
STUDS EA SIDE
BN TO PERIMETER OF ALL
SHEETS & TO ALL VERT
MEMBERS OF 4X OR GREATER
WIDTH
FN TO ALL INTERIOR CONTACTS
USE FULL SHEETS WHERE
POSSIBLE
ALIGN BOTTOM OF SP PANEL
W/ BOTTOM OF MUD PLATE (OR
SOLE PLATE). CENTER BN ROW
ON MUD PL CL
)o
DE
(R) SHTG PER
PLAN
(R) 2X RAFTER
PER PLAN
BN
"T"^ rL "`"'^ " % SHOWN
,IN PERP
JVIJ I J, I I r
1. ALL FLOOR SHEATHING TO BE 23/32" APA RATED STURD-I-FLOOR, 24" OC,
EXPOSURE 1, TONGUE -AND -GROOVE.
2. GLUE -FASTENED INSTALLATION - USE ADHESIVE COMPLYING WITH APA
SPECIFICATION AFG-01. USE SIMPSON STRONG -TIE QUICK DRIVE WSNTL
#8 FLAT HEAD SCREWS PER ICC-ES ESR-1472 (OR EQV.) W/ MINIMUM
1-1/4" PENETRATION INTO FRAMING MEMBER. BN OF 6" OC @ ALL PANEL
EDGES, SHEAR WALLS, TIES & BLKG. FN TO ALL INTERIOR BEARINGS @
12" OC.
3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE
1/8" GAP AT ALL PANEL ENDS.
4. SET SCREW HEADS FLUSH WITH PLYWOOD SURFACE. THE MINIMUM
EDGE AND END DISTANCE FOR SCREWS SHALL BE 3/8" IN THE PLYWD &
IN THE RECEIVING MEMBER.
5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING
PANELS MAY BE SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN
RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS.
I 1 CONVENTIONAL FLOOR SHEATHING LAYOUT
TOP PLATI
BORED HOLE MAX
DIAMETER 40 PERC
OF STUD DEPTH
5/8" MIN TO EDGE
BORED HOLES SHA
NOT BE LOCATED If
SAME CROSS SECT
OF CUT OR NOTCH
STUD
NOTCH MUST NOT
EXCEED 25 PERCEP
STUD DEPTH
I F 1 NOTCHING &BORING OF STUDS
MIN SPACING TO BE 3x
DIAMETER OF LARGER
PENETRATION
i I I i
1/3
ALL PENETRATIONS
REQD TO BE W/IN MID
1/3 OF TOP PLATE
07 TOP PLATE PENETRATIONS
1/3
MIN SPACING TO BE 3X
DIAMETER OF LARGER
PENETRATION
ALL PENETRATIONS REQD TO BE
W/IN MID 1/3 OF SILL PLATE
MAX DIAMETER OF
PENETRATION TO BE
1/3 WIDTH OF SILL PLATE
PROVIDE AB EA SIDE OF NOTCHES &
PENETRATIONS GREATER THAN 1/3
WIDTH OF SILL PLATE
I R 1 SILL PLATE PENETRATIONS
STUD WALL FRMG
PER PLAN
5/8" MIN TO EDGE
ETWEEN 40 AND 60 PERCENT
:PTH, THEN STUD MUST BE
D NO MORE THAN TWO
E STUDS ARE DOUBLED AND
NOTCHES & PENETRATIONS
GREATER THAN 1/3 WIDTH OF
TOP PLATE ARE NOT ALLOWED
MAX DIAMETER OF
PENETRATION TO BE
1/3 WIDTH OF TOP
4 1/2" MIN
9" MAX
r:
STAG PLYWD AS
SHOWN W/ FACE
GRAIN PERP TO
FRAMING
ROOF FRMG, TYP
BLKG @ WALL LINE
NOTES:
1. ALL ROOF SHEATHING TO BE 15/32" CDX, 5 PLY MIN. PANEL INDEX 32/16.
2. USE BN OF 8d @ 6" OC @ ALL PANEL EDGES, SHEAR WALLS, TIES & BLKG. FN TO ALL INTERIOR
BEARINGS W/8d @ 12" OC ON ROOFS.
3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8" GAP AT ALL PANEL
EDGES.
4. DO NOT BREAK ANY FACE PLYS W/NAIL HEADS. THE MIN EDGE DISTANCE FOR NAILS SHALL BE
3/8" IN THE PLYWD & IN THE RECEIVING MEMBER.
5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE
SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN RATING SHALL BE EQUAL TO THAT NOTED
ON THESE PLANS.
(::1 ROOF SHEATHING
3/4"
BN
SP STUD, JST,
RAFTER, OR BLK
SP JT
3/8" 3/8"
BN �� BN
SP SP
STUD, JST,
RAFTER,
OR BLK
OSP NAILING
NOTE: PROVIDE 1/8" GAP
BETWEEN SHEETS AT JOINTS
3/4"
FN
STUD, JST, SP
RAFTER,
OR BLK
USE A34 @ OPNG OV/ T-0"
T&B, TYP
2X BLK @ SP JOINTS &
CEILING LINES
HEADERS PER PLAN.
5-16d AS SHOWN EXCEPT USE
A34 @ HEADERS OV/ T-0" LONG
OR WHERE 16d CAN NOT BE
USED
2-10d TN, T&B 1-2X STUD, TYP
2-2X STUDS WHERE NOTED ON
PLANS
DOUBLE 2X SUB -SILL @ OPNG
ABOVE FLOOR
NAIL AS A MULTIPLE STUD
FOR HEADERS LESS THAN 6'-0" USE
SINGLE 2X TRIMMER OTHERWISE
USE DOUBLE 2X TRIMMER, UON
KING STUD PER TABLE BELOW
WALL OPENING KING STUD REQUIREMENTS
STUD
HEIGHT
WALL OPENING WIDTH (FT)
STUD SIZE
4'-0"
6'-0"
8'-0"
10'-0"
2X4
2X4
DBL 2X4
(3) 2X4
4X6
8'-0"
2X6
2X6
2X6
2X6
DBL 2X6
10'-0"
2X4
DBL 2X4
(3) 2X4
4X6
4X6
2X6
2X6
2X6
DBL 2X6
DBL 2X6
OWALL FRAMING ELEVATION
16d @
16" OC
4'-0" M I N
16d @
16" OC
NOTES:
1. SPLICES TO OCCUR ONLY OVER CENTER LINE OF STUD.
OLAP SPLICE
16-16d MIN, STAG NAILS EA
SIDE OF PLATE OR AS
NOTED ON PLANS
DBL TOP PLATE
WALL STUDS
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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N.T.S.
RECEIVED
Jun 16 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE
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DRAWN
MMS
JOB NO
C21351041.00
SHEET
S4.1