APPROVED PLN_BLD BLD2020-1146+Architectural_Plan+10.25.2020_11.27.26_AMFr
WRITTEN DIMEN51ON5 ON THI5 DRAWIN6 SHALL HAVE PRECEDENCE OVER SCALED DIMEN51ON5.
GONTRAGTOR SHALL VERIFY ALL DIMEN51ON5, GONDITION5, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE
DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE
RE5OLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RE5PON5113ILITY FOR THE COST TO RECTIFY SAME.
APPROVED BY PLANNING
COMP. ROOF OVER 15# FELT
2x10 BAR6E BOARD—
W/ Ix3 TRIM
METAL GUTTER ON-
Ix8 FASCIA BOARD
5/4x4 CORNER
BOARDS
BOARD 6 BATT SIDING
W/ Ix2 BATTS ® 12" O.G.
TYP. WHERE SHOWN
8" HORIZONTAL SIDING
TYP. WHERE SHOWN
Approved BXBrough
Fire
DFM17
12
9
I I
I I
I I
I I
I I
I I
5/4"x8" BELLY BAND 5/4"x8" BELLY BAND
CULTURED STONE
VENEER; INSTALL
PER MF6. SPECS
SEE GENERAL NOTES
(s.6)
SCALE: 1/4" = I'-O"
12
�3
R I CS#-4 T
SEE GENERAL NOTES
0
t
t
0
UPPER TOP 1t
UPPER SUB FLR.
MAIN TOP ft
MAIN SUB FLR.
s
MAXIMUM BUILDING HEIGHT ® 300I.6-7'
BUILDING HEIGHT
® 308.16'
UPPER TOP t
UPPER SUB FLR.
MAIN TOP 1_
MAIN SUB FLR.
285.00,
A.0.6. ® 284.6-7'
_N
N
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
Dec 11 2020
SGUARE FOOTAGE'S:
MAIN FLOOR 1,206 S.F.
UPPER FLOOR 1,8)03 S.F.
TOTAL 5,00q S.F.
67ARA6E 640 S.F
GVRD. PORCH 45 S.F
GVRD. PATIO q4 S.F
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED, PAINTED OR
CEDAR.
Z. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
3. GLAZING PER STATE ENERGY CODE.
4. SEPERATE PERMITS ARE RE0U I RED
FOR FENCES, PLUMBING, MECHAN I GAL,
AND ELECTRICAL.
S. PROTECTION FROM DECAY IS REOU I RED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
Z" ABOVE CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELEVATIONS FOR
TYPICAL NOTES.
-7. S.G. = SAFETY GLASS
SLASHING NOTE
APPROVED CORROSION -RESISTANT FLASHING
SHALL BE APPLIED SHINGLE FASHION IN SUCH A
MANNER TO PREVENT ENTRY OF WATER INTO THE
WALL CAVITY OR PENETRATION OF WATER INTO
THE BUILDING STRUCTURAL FRAMING COMPONENTS
THE FLASHING SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR WALL FINISH. APPROVED GORROS I ON
RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS:
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE
Z. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS
3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
METAL GOP I NGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
3. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH
TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME
CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTING
BACKGROUND PER RG 31 ci.1
City
Of Edmonds
Building Department
Work
NEW SFR
Address:
---------------
735 15T ST SW LOT 1
Owner
PURSER
Approved Date
12/09/2020
Building Official
w• X c4AAz-'L
Permit Number
BLD2020-1146
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Feb 11 2021
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
12571
MIGH EL
STATE
r STEREI7
ARCH I TEGT
11
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OF WASHINOTON
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permit:
revisions:
drawn by
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RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L
77�79�20
Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (11") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service.
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
UPPER TOP fE
� c0
UPPER SUB FLR.
MAIN TOP fE
\� A
A A AL11 LI
\� -
o
MAIN SUB FLR.
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
UPPER TOP fE
\ \k
UPPER SUB FLR.
MAIN TOP fE
O
I
MAIN SUB FLR.
SEE GENERAL NOTES !SCALE: 1/4" = 1'-0"
ot
128'71
REGISTERED
ARGI-I I TEGT
MIGH EL W YNE JOHNSON
STATE OF WASHINGTON
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date : I 0-6-20
permit:
revisions:
drawn by: LMD
checked by: M�J
oi=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
128'71
REGISTERED
ARGI-I I TEGT
MIGH EL W YNE JOHNSON
STATE OF WASHINGTON
M
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1-1 C
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date : I 0-6-20
permit:
revisions:
drawn by: LMD
checked by: M�J
oi=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
SHEAR NOTE:
I. SX MATERIAL CAN BE USED FOR
ALL MUDSILLS
2. SET A DOUBLE 2X STUD BEHIND
EVERY STHDI4 HOLDOWN GALLED OUT
ON THE FOUNDATION PLAN. SET HOLDOWN
1/2" MINIMUM AWAY FROM WALL CORNERS,
WINDOW AND DOOR HEADERS. IT IS IMPORTANT
THAT THE FOUNDATION CONTRACTOR HAS THE
MAIN FLOOR PLAN SHEET TO PROPERLY
LAYOUT HOLDOWNS.
S. A MST48 STRAP WITH (2) 1/2" BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR
A MISPLACED STHDI4 HOLDOWN.
NOTES:
ALL WOOD IN GONTAGT WITH GONGRETE
SHALL BE PRESSURE TREATED OR GEDAR.
PRO\/IDE CRAWL DRAIN a LOW POINT
IN GRAWLSPAGE.
SOLID BLOGKING UNDER ALL BEARING WALLS.
SLOPE ALL GONG. STOOPS AND/OR PATIOS
1/4" PER FOOT AWAY FROM DOORWAYS.
— — — — — BEARING WALL ABO\/E
FOUNDATION VENT CALCULATION
125q SQUARE FEET =
SOO
8 VENTS REOU I RED
*** SHEAR NOTE:
4.1 S
.57
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NA I L I NC, SCHEDULE, i$ DETAILS.
HOLDDOWN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
THICKNESS/SPECIES
REOU I RED
T- I
STHID 14/14 RJ
24-1 Fed SINKERS
(2) 2X4/2X& STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X& STUDS
HF/SPF
T-S
M5TA56
(2G)-IOd
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTG48BS
(S8)- I Od
HF/SPF
T-5
HD1B
(S)_ S/4"
S-1/2" MIN.
SSTB28 (Wa")
"
DF/SP
MIN. 24-7/8
EMBEDMENT
�5
=-I -11
0 "Aft
L�J
�=OUN=�AT 1 ON FLAN
SEE 67ENE5ZAL NOTES SCALE: 1/4" = I'-O"
125-71
REG 15TERED
ARCHITECT
MIGH EL W YNE JOHNSON
5TATE OF WASHINGTON
M
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1-1
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date :
I 0-6-20
permit:
reV15101'15:
drawn
by:
LMD
checked by: M�J
Si-4i=3=T
O i=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
F
ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVERSCALED DIMENSIONS.
R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE
Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
L RESPONSIBILITY FOR THE GOST TO RECTIFY SAME.
FOR ALL WALLS LESS THAN 5'-0" TO THE
PROPERTY LINE
ONE HOUR EXTERIOR WALL
GA FILE NO. WP 81 OG- FIRE TEST WP 5510
(UL R3501-47, -48, UL DESIGN U30a)
EXTERIOR SIDE: BASE LAYER 5/8" TYPE X GYPSUM
Q SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS
16" O.G. WITH 1-3/4" GALVANIZED ROOFING NAILS
4" O.G. AT VERTIGAL JOINTS AND 7" O.G. AT
I NTERMED I ATE STUDS AND TOP AND BOTTOM PLATES.
JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED. FAGE LAYER OF 1/4" CEMENT BOARD
SIDING FASTENED THROUGH THE SHEATHING INTO
THE STUDS. 3-1/2" UNFAGED GLASS FIBE FRICTION
FIT IN STUD SPAGES
CANTILEVERED INTERIOR 51DE: ONE LAYER 5/5" TYPE X GNB
JOISTS PER APPLIED PARALLEL OR AT RIGHT AN6LE5 TO
PLAN STUDS WITH bd GOATED NAILS, 1-7/8" LONG,
O.Oci15" SHANK, 1/4" HEADS, 7" O.G.
(LOAD BEARING)
ONE HOUR RATED FIREPLACE PROJECTION DETAIL
SCALE: N.T.S.
LEGEND:
BEARING WALL
— — — —
— _ BEARING ABOVE
FLOOR LINE ABOVE
PT. LD.
ABV.
4� POINT LOAD ABOVE
MULTIPLE 2x STUDS
POINT LOAD
SMOKE DETECTOR
O
IIOV INTERGONNEGTED
W/ BATTERY BACK—UP.
PER I RG 314
OCARBON
MONOXIDE DETECTOR
PER IRC 315
CGARACGE
NOTES:
1. GARAGV E/LIING SEPARATION, USE
5/8" TYPE 'X' GWB AT CEILING/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM WALLS AND
CEILING.
5. DOOR BETWEEN GARAGE AND RESIDENCE
SHALL BE 1-3/0" MINIMUM THIGIG SOLID WOOD
OR STEEL W 1 TH SOLID OR HONEYGOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF GLOSING DEVIGE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
WALLS OR GEILINGS SEPARATING THE RESIDENGE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
HEATING NOTES: NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPIGAL.
ALL HEADERS TO BE 4 X 8 DF#2
UNLESS NOTED OTHERWISE.
FUR —OUT HEADERS TO MATGH 2 X 6
WALLS.
ALL EXTERIOR HEADERS MUST BE
INSULATED WITH R-10 INSULATION PER WSEG
FOR WINDOWS WITH OPERABLE OPENINGS MORE
THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE
BELOW, THE LOWEST PART OF THE GLEAR OPENING
SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS:
FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT
PASS THROUGH OR WHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 20ciO OR R612.3
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOGKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INGLUDING
WINDOWS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
GONNECTEO TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
+ INSTALL PER
ASHRAE GOA-88
+ 15" PLATFORM
OF 2 LAYERS
5/4" PLYWOOD
(I LAYER IF PLATFORM
IS ON SLAB)
+ SEE HEATING NOTES
OPTIONAL NOTES:
RAISE ALL PILOTS, BURNERS
AND SWITCHES +15" MINIMUM
ABOVE SLAB.
FIREPLACE NOTE:
'0' CLEARANCE: FIREPLACE: W/
DIRECT VENT
FACTORY BUILT FIREPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPEC I F I GATI ONS AND SHALL HAVE
APPROVAL LABEL ATTACHED
5/8" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLACES ff STOVES MUST BE
D.O.E. APPROVED ff BE TESTED,
CERTIFIED 4 LABELED AS SUITABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*E *E *F SHEAR NOTE:
SEE SHEET LI FOR SHEAR WALL
NAILING SGHEIDULE, $ DETAILS.
HOLDDOWN SCHEDULE
MARK
I-IOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPEC I ES
REOU I RED
T-1
STHID 14/14 RJ
24-1 Fed SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
M5TA56
(2G)-IOd
(2) 2X4/2X6 STUDS
I IF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(�8)- I Od
i-IF/SPF
T-5
HD1E3
(�)_ S/4"
S-112 " M I N.
55TE328 (Wa ")
"
DF/SP
MIN. 24-7/8
EMBEDMENT
A
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50'-0"
15'-0" 15'-0" 20'-0"
I. 7'-O" 7'-3" I. -7'-q" 6'-0" 8'-O" 6'-0"
6046 XO SLDR. PI-6"
WALL LI
O
SINK Dyy CVRD. PATIO
W/ D I SP. I GONG.
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7'-8"
6'-10"
GARAGE
GONG.
LINE OF O.H. DOOR
— — — — — —
IN UPRIGHT POSITION
I
I
12080 5.6.0
(5.6)
DINING RM.
H.S.
SOFFIT GLG.
— — — — TO 8'-O"
I
O
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16080 O.H. GARAGE DOOR
O �,\ WALL LINE ABV. \
57
$ PLA
$1 FLA
6060 XO SLDR. \
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— INS 4 WS �t
— — -- — —
F IN UPRIGHT POSITION
ry
80
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-
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4 PLATE5 /
4 PLATES
/
(2) 3060
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2 16'-3" I -102" 2' 8'-3" 2 8'-O" I I'-6"
20'-0" 10'-6"
50'-0"
Foll
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LW
MA I N IL.00f;k f=L.AI N
A
A8
SEE GENESZAL NOTES SCALE: 1/4" = I'-O"
125-71
REGISTERED
ARGI-1I TEGT
MIGH EL W YNE JOHNSON
STATE OF WA5HINGTON
M
u
1-1
U
V
M
C
C
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U�
W
VI
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date :
I 0-6-20
permit:
revisions:
drawn
by:
LMD
checked by: M�J
!E;, +-ff=_ f=_T
O i=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
I�
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
ALL INTERIOR WALLS TO BE
2 X 4 STUDS ® 16" O.G. TYPICAL.
ALL HEADERS TO BE 4X10 DF#2
UNLESS NOTED OTHERWISE.
FUR -OUT HEADERS TO MATCH 2 X 6
WALLS.
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HA�/E FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +-/2"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +-/2" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
GONNEGTED TO 4" SMOOTH WALL \/ENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPL I ANGES
LEGEND:
M BEARING WALL
I_ — _ BEARING ABO\/E
FLOOR LINE ABO\/E
PT. /.
ABA/. POINT LOAD ABO\/E
t
MULTIPLE 2x STUDS
® POINT LOAD
SMOKE DEE TCTOR
O
IIOV INTERCONNECTED
W/ BATTERY BACK-UP.
PER IRG 314
OCARBON
MONOXIDE DETECTOR
PER IRG 315
0AF-'A0E
NOTES:
I. GARAGE/LI\/ING SEPARATION, USE
5/b" TYPE 'X' GWB AT CEILING/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM WALLS AND
CEILING.
3. USE 2 LAYERS 5/8" TYPE 'X' GWB
AT CEILING WHEN USING TJI's
INSTEAD OF WOOD JOISTS.
HEATING NOTES:
+ INSTALL PER
ASHRAE ciOA-88
+ 15" PLATFORM
OF 2 LAYERS
3/4" PLYWOOD
(I LAYER IF PLATFORM
IS ON SLAB)
+ SEE HEATING NOTES
OPTIONAL NOTES:
RAISE ALL PILOTS, BURNERS
AND SWITCHES +IB" MINIMUM
ABO\/E SLAB.
F I REPLAGE NOTE:
'0' CLEARANCE FIREPLACE W/
DIRECT \/ENT
FACTORY BUILT FIREPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND SHALL HAVE
APPRO\/AL LABEL ATTACHED
5/8" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLACES 8 STO\/ES MUST BE
D.O.E. APPRO\/ED 8 BE TESTED,
CERTIFIED 4 LABELED ASSUMABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR NALL
NAILING SCHEDULE, 4 DETAILS.
HOLDDOV-4N SCHEDULE
M,4RK
HOLDOWN/
F,4STENER5
WOOD MEMBER
ANCHOR
5TR,4P
TH I CIGNESS/SPECIES
RE0IJ I RED
T-1
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-S
MSTAS6
(26)-IOd
(2) 2X4/2X& STUDS
HF/SPF
2 2X 2X STUDS
T-4
MSTC4OBS
(�8)- I Od
HF/SPF
T-S
HD7B
(�)_ 3/4
3-1/2" MIN.
SSTB2& (7/8")
"
DF/SP
MIN. 24-7/8
EMBEDMENT
B-6 B-5 B-2 B-I
543"xG" 24F-V4 6LB (2) I3/4"xl8" LVL 4x10 DF#2 4x10 DF#2
B-8
Uf= f= r=ik �LOOik �R�1%%� I NC-7 i=L.�N
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
12b71
MIGH EL
STATE
REGISTERED
ARGhI I TEGT
W YNE JOHNSON
OF HASHINGTON
C�
�1
00
co
J
M
0
4
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M
0
0
00
V ■
ju
mi
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(u
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date:
10-6-20
permit:
revisions:
drawn
by :
LMD
checked by : MY�IJ
SHEET
O�
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
J
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWIN65. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS a 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 5 DF#2
UNLESS NOTED OTHERWISE.
FUR -OUT HEADERS TO MATCH 2 X 6
WALLS.
ALL EXTERIOR HEADERS MUST BE
INSULATED WITH R-10 INSULATION PER WSEC
FOR WINDOWS WITH OPERABLE OPENINGS MORE
THAN -72" ABOVE THE FINISHED GRADE OR SURFACE
BELOW, THE LOWEST PART OF THE CLEAR OPENING
SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS:
FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT
PASS THROUGH OR WHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 2OgO OR R612.5
SOLID BLOGKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE: FIRE: LEGEND:
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
BEARING WALL
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
— — — — — — BEARING ABO\/E
FLOW IS LIMITED TO 1.75 GAL/MIN.
FLOOR LINE ABO\/E
EXHAUST FANS LARGER THAN 50GFM MAY BE
GONNEC,TED TO 4" SMOOTH WALL VENT PIPE
PT. LD.
IF RUNS DO NOT EXCEED 20' IN LENGTH.
^� POINT LOAD ABO\/E
ABA/,
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
wi MULTIPLE 2x STUDS
® POINT LOAD
GOMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
SMOKE DETECTOR
O 1 1 O\/ INTERCONNECTED
BATTERYBACK-UP.
SHEAR NOTE:
PER IIRG
SEE SHEET L I FOR SHEAR WALL
NAILINCG SCHEDULE, $ DETAILS.
OCARBON MONOXIDE: DETECTOR
PER I RG 515
HOLDDOWN SCHEDULE
MARK
I-IOLDOWN/
FASTENERS
WOOD MEMBER
AN( i,HOR
STRAP
T-I I GKNESS/SPEC I ES
REOU I RED
T-1
STHID 14/14 RJ
24-1 Fed SINKERS
(2) 2X4/2X& STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X& STUDS
HF/SPF
T-5
M5TA56
(2G)-IOd
(2) 2X4/2X6 STUDS
I IF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(58)— I Od
i-IF/SPF
T-5
HD1B
(5)- 5/4"
5-1/2" MIN.
55TB28 (Wa")
DF/SP
MIN. 24-7A5"
EMBEDMENT
A
A5
C
I
m
50'-0"
II'-6" 2'-4" 3'-4" I6'-6" 16'-4"
6'-0" 5'-6" I'-10" I.I'-6" . 8'-8"-f'-10" 8'-I"1.
5040 X
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5040 XO.
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PI .
-
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3050 S.H.
3050 S.H.
um
4'-0"
.I .11
3'-0"
5'-6" 3'-6" 1'-4" 2'-2" 6'-6"
10'-411 " Cl p p
Cl
11
20'-0
50'-0"
3050 S.H. 3050 S.H.
3'-0
11 41_011 31_011
—I n11
UFFr=k �LOOik FL)111�s%N
A
A8
SEE 67ENE5ZAL NOTES SCALE: 1/4" = 1'-0"
125-71
REGISTERED
ARGI-1I TEGT
MIOH EL W YNE JOHN50N
STATE OF WA5HINGTON
M
u
1-1
U
V
M
c
C
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Cl�
w
M
VI
m
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f�
V •
Ot
o
date :
I 0-6-20
permit:
revisions:
drawn
by:
LMD
checked by: M�J
Si-4i=3=T
O i=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
EAVE PROTECTION PER IRG R502.1
IF EAVES ARE WITHIN S' OF THE PROPERTY
LINE, THEN A ONE HOUR FIRE RES 1 STANCE
RATING IS REQUIRED IF THERE
ARE BIRD BLOCKING VENTS OR GABLE END
VENTS. IF THERE I S SOLID BLOCKING AND
NO VENTS, THEN THE FIRE RES 1 STANCE RATING
GAN BE REDUCED TO ZERO HOURS.
AF50 ROOF VENT
,*LOCATINS PER PLAN
SOLID BIRD
BLOCKING
AT WALLS 5'
OR LESS FROM
THE PROP. LINE
TRUSSES
PER PLAN
2X5
EXTERIOR
WALL
ONE HOUR EAVE DETAIL ( IF PLAN REOU I RES)
ROOF FRANf I NC5, NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
CONNECTORS SHALL BE ENGINEERED
BY TRUSS MANUFACTURER
ROOF PITCH SHALL BE 5: 12
TYPICAL UNLESS NOTED OTHERWISE
ROOF OVERHANG SHALL BE 12" U.N.O.
O DS
TRUSS NOTE
2x6 OVERFRAMING
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
I. STRESS ANALYSIS AND DRAWINGS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
2. MANUFACTURER'S STAMP ON PRE -
MANUFACTURED TRUSSES.
3. BRACED TO MANUFACTURER'S
SPECIFICATIONS.
4. STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEFT. FOR AFFROVAL AND SHALL
BE KEPT ON SITE FOR FRAMING
INSPECTION.
5. TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
AFFROVAL OR ENGINEERING
CALCULATIONS.
6. ALL TRUSSES SHALL HAVE SIMPSON
H-1 CLIPS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
L30 AT MIDSPAN. USE SIMPSON STC
CLIPS AT NON -BEARING WALLS
ROOF \/ENTING GALGULATION-PER 2015 IRG R8O6.2
O\/ER MAIN FLOOR
I cf i6 SOFT AREA = 6.58 SOFT REOU I RED
500
(6.58) X (5090) = 5.2ci SOFT M I N. REOU I RED AT EA\/ES
T'1'PICfAL TRUSS BLOCK HAS (4) 2 (1) SCREENED HOLES
PRO\/I D I NG 6.28 SO. IN. (.044 SOFT) PER BLOCK.
APPROXIMATEL'I' O \/ENTEO BLOCKS= O SOFT PRO\/IDED
PRO\/I OE 10 AF50 \/ENTS AT E,A\/E LINE = 5.4 SOFT PRO\/I DED
mw
DS
nc�
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RB-3
4x8
DF#2
4x8
DF#2
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4x8
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AF50
ROOF
VENT
❑
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ROOF
VENT
#
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VENT
❑
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ROOF
VENT
❑
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ROOF
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❑
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ROOF
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GIRDER TRUSS
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S
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F,S
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4x8 DF#2
4x8 OF#2
12
MFD. TRUSS
12
CI
DS
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Cl
4x8 OF#2
4x8 DF#2
9
GABLE END
TRUSS
TRUSSES
24" O.G.
DS
- -a__
- -
GABLE END TRU55
DS
2x6 RAFTERS
24" O.G. @ FIREPLACE
BUMPOUT-NO OVERHANG
WITH NO GUTTER AND NO
ROOF VENTS
WIN
ik0 0i== i== ik� l�l' I N G C L. A N
12b71
MIGH EL
STATE
REGISTERED
ARCH I TEGT
W YNE JOHNSON
OF WASHINGTON
C�
�1
00
co
J
M
c
O
o
r.
M
0
0
00
ju
V I
mi
z
Cl
OL
V •
V
OL
date:
10-6-20
permit:
revisions:
drawn
by :
LMD
checked by : MY�IJ
O F=
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I�
(6.58) X (509)= 5.2ci SOFT MIN. REOUIREO WITHIN 5' OF THE RIDGE
AF50 ROOF JACC< \/ENTS= .54 SOFT EACH \/ENT
PRO\/IOE 10 AF50 \/ENTS= 5.4 SOFT PRO\/IOEO
TOTAL \/ENT AREA PRO\/I DED = 6.8 SO FT
SEE GENERAL NOTES 5CALE: 1/4" = 1'-0"
J
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWIN65. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
R-2
EXT
Sr=GT 1 ON A
SEE CGENEF;PAL NOTES SG?.LE: 1/4" = 1'-0"
2O 15 ,I ASH I NC�TONI STATE EN.ERC---;,'r CODE
*GL I MATE: ZONE: 5 AND MARINE: -4*
FENESTRATION
SKYLI6HT
GLAZED
FENESTRATION
GEILIN6
WOOD FRAMED
FLOOR
BELOW GRADE
SLAB R-VALUE
U-FAGTOR
U-FAGTOR
SH6G
R-VALUE
WALL R-VALUE
R-VALUE
WALL R-VALUE
AND DEPTH
0.28
0.50
NR
(R-38R/AULTED)
R-21
R-38
R /25 +TB
R-10, 2 FEET
H\/A :
TABLE 406.2 ENERGY CREDITS
HOUSES BETWEEN 1500 SOFT AND 5000 50FT
REQUIRE 5.5 CREDITS
OPTION
e
EFFICIENT BUILDING ENVELOPE
VERTICAL FENESTRATION U=.28
FLOOR R-38
BHIGH EFFICIENCY HVAG EQUIPMENT
GAS FIRED FURNACE WITH A
MINIMUM AFUE OF c14%
8
EFFICIENT WATER HEATING
ALL SHOWERHEAD AND KITCHEN SINK FAUCETS
INSTALLED IN THE HOUSE SHALL BE RATED AT
1.-75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS
MUST BE RATED AT 1.0 GPM OR LESS
SG EFFICIENT WATER HEATING
WATER HEATING TO BE OAS FIRED WITH
A MINIMUM EF OF 0.91
L ICSH7NO OJI M N75:
SECTION 404 - ELECTRICAL POWER $ LIGHTING SYSTEMS
GRED I T(5)
404.1 Interior Lighting: A minimum of -i5 percent of all
luminaries shall be high efficacy luminaires. See note on elec. plan
.5
Y' NTI A7fi ON:
M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS.
THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SYSTEMS SHALL BE THE
1.0 COMB 1 NAT I ON OF I T5 DELIVERED CAPACITY FROM TABLE
M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY
FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2)
0.5
AR INFIL 7 A71ON:
BUILDING AIR LEAKAGE TEST IS REQUIRED PER
WSEG R402.4.1.2
MEGHANIGAL DUCTS ARE REQUIRED TO BE SEAL TESTED
IN AGGORDANGE WITH WSEG 505.10.5 AND 601.1
DUGT INSULATION PER 2015 WSEG R403.2.1
1.5 DUGT LEAKAGE TESTING PER 2015 WSEG R403.2.2
A PERNAMENT GERTIFIGATE IS REQUIRED TO BE POSTED
WITHIN 3' OF THE ELEGTRIGAL PANEL TO CONTAIN THE
HOMES R-VALUES, U-VALUES, RESULTS FROM DUGT SYSTEM
AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE AIR
LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND
EFFIGIENGIES OF HEATING, GOOLING, AND SERVIGE WATER
HEATING EQUIPMENT PER WSEG R401.3
HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM
OF R-1 O INSULATION.
GORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE
FULLY INSULATED.
THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN
A GONTINUOUS AIR BARRIER PER TABLE R402.4.1
UPPER TOP fE
UPPER SUB FLR.
MAIN TOP if
MA I
7ASL-M1 0-�.530)
OON71 NUOUS WHOLE DOUSE M'ECHAN I OAL VEN71 LAi 1 ON 5Y57EM A I Rr-LOW RATE REOU I REMEN7
DWELLING UNIT
FLOOR AREA
NUMBER OF BEDROOMS
0-1
2-3
4-5
6-7
>7
(SQUARE FEET)
AIRFLOW IN GFM
< 1,500
30
45
60
75
CIO
1,500 - 3,000
45
60
75
CIO
105
3,001 - 4,500
60
75
CIO
105
120
4,501 - 6,000
75
CIO
105
120
155
(6,001 - 7,500
90
105
120
155
150
> 7,500
105
120
155
150
165
FOR 51: 1 SQUARE FOOT = O.Oc129m2 I CUBIC FOOT PER MINUTE = 0.0004'11clm5/s
125-71
REG I5TERED
ARCH I TEGT
MIGH EL W YNE JOHNSON
5TATE OF WASHINGTON
U�
r.
F�
M
u
1-1
U
V
M
C
V J
C
z
C/�
w
M
lJ..1
y
f�
VI
Ot
0
date :
I 0-6-20
permit:
revisions:
drawn
by:
LMD
checked by: MV�IJ
!E;, +-ff=- f=-T
a
O F=
I�
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
164"
NAIL SHEATHING TO
HEADER a 3" O.G. E.W.
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
SHEAR VNALL SGHEI:�ULE
PER 2015 I BG
GENERAL NOTES:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANGHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END
OF THE DESIGNATED WALL.
ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN GONTAGT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE SIDE PLYWOOD
P2 = TWO SIDES PLYWOOD
7/16"
NAIL SPACING
TOP 8 BTM.
ANCHORS
BLK6.
NAL
BASE
H EM FIR #2
MARK
PLATLE
51MP50� ASAP
PLATE
VALUE
PLYWD.
EDGES FIELD
PLATES
ee
tall
eO.G.
REO'D.ANCHOR
BOLTS
ANCHORS
NAILING
(#/LF)
PI-6
8d
(01,
12
(01,
18I
2x4
5/8 (P 48
(9 48 & ENDS
(2) I6d @ 10
240
PI-4"
8d
4"
12"
4"
16" O.G.
2x4
5/8" (9 52"
@) 30" 8 ENDS
(2) I6d (9 7"
34ci
PI-3"
8d
3"
12"
3"
14" O.G.
(2) 2x4/6
5/8" 9 24"
@ 24" d ENDS
(2) I6d (9 5"
450
PI-2"
8d
2"
12"
2"
12" O.G.
(2) 2x4/6
3/4" ® 24"
Ip 15" ff ENDS
(2) I6d ® 5"
555
P2-6" *
8d
6"
12"
6"
IO" O.G.
(2) 2x4/6
5/0" @ 24"
N/A
(2) I6d @ 5"
480
P2-4"
8d
4"
12"
4"
8" O.G.
(2) 2x4/6
5/4" 0 20"
N/A
(3) I6d @ 5"
-700
P2-3"
8d
3"
12"
3"
8" O.G.
(2) 2x4/6
3/4" (g 16"
N/A
(4) I6d cn 5"
q00
P2-2'
8d
2"
12"
2"
8" O.G.
(2) 2x4/6
5/4" (9 12"
N/A
(4) I6d (9 4"
1170
"NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING
MEMBERS (STUDS ff PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS
PER IBC, 2015 AND SDPNS-2005
PER SPECIAL DES16N PROVISIONS FOR WIND AND SEISMIC, GHAPTER
4.3.7.I #4 EXPECTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH
I6d NAILS ® 12" O.G. STA6ERRED ON THE STUD FADE
GABLE ENDS TO BE SHEATHED IF SHEAR WALL IS BELOW
I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR NALL NOTES
7/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL
EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL (9 12" O.G. TO ALL
INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPEGIFIED AT PANEL EDGES, USE I-I/2" 8d
SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS
AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON
SEPARATE STUDS ON EACH SIDE.
FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G.
AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS.
FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE
GROSS BLOCKED AT 48" O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY.
3" x 3" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN
1/2" OF SHEATHING
7/I6" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS
2" 16 &A. STAPLES ®
15 6A. STAPLES ®
14 6A. STAPLES
3" O.G. - 250 #/ft.
4" O.G. - 280#/ft.
4" O.G. - 303#/ft.
2" O.G. - 360#/ ft.
2-1/2" O.G. - 430#/ft.
3" O.G. - 3G0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
6" O.G. - 620#/ft.
FIELD SPAGIN6: 12" O.G. NAILS 4 STAPLES.
HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, 51MPSON STHDI4 OR USP STAD14 SIMPSON M5T36 OR USP MSTI36
SIMPSON MST48 OR USP KST245 SIMPSON HDUB OR USP TDXIO 0/e" ANCHOR BOLT
MIN.
SIMP50N MSTG48133 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (5) 2x4((o))
2x TOP fF-
HEADER
EXTEND TO
END WALLS
CONNECT PLYWD.
W/ 8d NAILS @ 3" O.G.-
TO ALL STUDS, PLATES
4 HEADERS
TOP OF STEM WALL
TOP OF SLAB
::�s
#4 HORIZ. a -
12" o.c.
(3) #4 VERT.
GONT. FOOTING
:I I;
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APA RATED 5HT6.
�I I •
3/6" MIN. 24/0 EXP. I
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' I
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3x STUDS
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�I I,
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I'II I'I
I•I I•I
5TH014 WOOD
I
TO CONCRETE
I • I ITil,
CONNECTORS OR
EQUAL
3x PLATES
INAIL
4- 4—TO
SHEATHING
EACH PLATE
I
I I
I I
5/6"x 15" A.B.
I a i a
� i/ 3"X311A/4
I 1
1
PLATE WASHER
1
J
�" IMBEDMENT
a
a
GONG. STEM WALL
aH
44
J aL° a
a a ° J
° 4 a
LATERA RESTRAINT PANEL
DOUBLE STUDS ' "^' ^ "'
3/4" MIN. T46
GLUED d NAILE
4 12" FIELD IN
A35 FRAMING
PER 5HEARWP
5GHEDULE
FLOOR TRU55E5
PER PLAN
DOUBLE STUD!
5HEARWALL P
5HEARWALL PER PLAN
5THO HOLDOWN PER PLAN
3/4" MIN. T86 PLYWOOD 5UB-FLOOR
GLUED 8 NAILED - NAIL ® (9" EDGE
8 12" FIELD W/ IOd NAILS
FLOOR J015T
PER PLAN TE NAILN6 UPPER SHEARTTOM ANALL 5GHEDULE
P.T. 51LL PLATE W/
ANCHOR BOLT5 PER
SHEAR WALL 5GHEDULE W/
3"x3"A/4" 50. WA5HER5
(1) #4 GONT. TOP
FIN15HED GRADE
4
a°
5EE DETAIL 2/61
FOR STEEL LAYOUTol
z
<t
N
�Q
CL -1 " -
O ° m
1
m
PER PLAN
SCALE: 1/2" = 1'-0"
TIE 5TRAP PER PLAN W/
ALL NAIL HOLE5 FILLED W/
I6d COMMON NAILS
BOTTOM PLATE NAILN6
PER 5HEAR WALL 5GHEDULE
A35 FRAMING ANCHOR MAY BE
ELIMINATED AT PI-b, AND PI-4
TYPE 5HEAR WALL5, IF THE
PLYWOOD PANEL 5PAN5 RIM
J015T AND 15 NAILED TO BOTH
THE BOTTOM PLATE OF SHEAR
WALL ABOVE AND THE TOP
PLATE OF THE WALL BELOW
W/ THE EDGE NAILING PATTERN
5PEGIFIED IN 5HEAR WALL TABLE
,STRAP HOL=�OAN WALL TO WALL
5G/4LE: I " = 1'-0"
SIM
ANC
STHP H01.1:)C N ® r-OUNnATION
SCALE: N.T.S.
^'"""^^"' A-35 CLIP
2x BLOGKIN6
DROP TOP CHORD OF TRUSS
TO AGGEPT 2X6 OUTLOOKER
I6d NAIL EA. SIDE
GABLE - END TRUSS PER PLAN
TRUSSES OR RAFTERS
PER PLAN
SHEATHING 4 NAILING PER
SHEAR WALL 5GHEDULE
OVERHAN6 4 FASCIA
2x STUD WALL @ 16" O.G.
TYP I GAL SHEARINALL TO ROOr- CO'N'NEC71 ON
5C,ALE: N.T.S.
125-71
REG I5TERED
ARGI-1I TEGT
MIGH EL W YNE JOHNSON
STATE OF WA5HINGTON
M
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date : I 0-6-20
permit:
revisions:
drawn by:
LMD
checked by: M�J
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RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OBS SOLID COX 24-0 PLYWOOD
SHEATHING; 8d o 6"O.G. EDGE
8d (g 12" O.G. FIELD
0/16" OSB AGX PLYWD ® EVES)
MIN. 15# UNDERLAYMENT
NAIL 6" EDGE, 12" FIELD
WITH 8d NAILS, U.N.O.
24" GARDBOARD BAFFLE
ALLOW FOR I" AIR SPACE
MIN. EXTEND 12" ABOVE
INSULATION.—,
SOLID SHEATHING
OR GDX PLYWD.
WHERE EXPOSED
TO WEATHER
IX FASGIA BD.
W/ METAL
GUTTER
2X BIRD BLK'C. W/--1
2"(P SGREENED VENT
HOLES WITH 1/4"
GORROSION RESISTANT
METAL MESH GOVERING
Z_
N
APPROVED TRUSSES BEARING
MANUFAGTURER'S SEAL.
SEE ROOF FRAMING PLAN
FOR SPAG I NC
INSLULATE PER WSEG
L=1\/1NO AREA
FIRE BLOCK ALL VERTICAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
5/e"X 10" ANCHOR BOLT W/ 3 "X3 "X
1/4 " PLATE WASHERS a 48" o.c. NO
LESS THAN 4Y2" $ NO MORE THAN 12"
FROM EA. END SILL GORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXGEPT o
SHEAR WALLS - SEE SHEAR WALL
NAILING SGHEDULE.
2x P.T. SILL
II
p
II °
#4 GONT. HORZ. TOP
QLU
v� �
QV
°
m
°
CD
#4 STUB UP (g) 45" O.G.
`t
W/ STD. HOOK
EXTEND 14" MIN. INTO WALL
3" MIN.
GLR. TYP.
#4 GONT.
IN FOOTING
SEE FOUNDATION PLAN
FOR FTC. /FDN. SIZE
ALL FOOTINGS TO BEAR ON
FIRM UNDISTURBED SOIL
FLOOR JOISTS, SIZE AND j�
FIN. FLR. SPAGING PER PLAN 2 5T� . r-OU I BOAT 1 O Ij�
� Or=TA I L
C� 1 SCALE: N.T.S. PER IRG R403.1.3 #5
TOP PL.
(2) 2x TOP PLATE, LAP CORNERS,
OFFSET END JOINTS BY 48"
-7/6" OSB. OR PLYWD. SHEATHING.
NAIL 6" EDGE, 12" FIELD WITH 8d
NAILS UNLESS NOTED OTHERWISE
2x STUDS (g 16" O.G. TYP.
SIDING W/ WEATHER
RESISTANT BARRIER BEHIND
SEE PLAN FOR SIDING TYPE
2x BOTTOM PLA
FIN. FLR.
2x RIM JOIST
2x P.T. SILL
z_
4"(P D.S. TI6HTLINE, POSITIVE
DRAIN TO STORM SYSTEM
FIN. GRADE TO SLOPE
AWAY FROM BUILDING
REBAR PLAWIENT PER
DETAIL *2 ABOVE
%2" GYPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER ® WALLS
AND GEILIN65
L 1 \/1 N& AREA
FIRE BLOCK ALL VERTICAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
J"X 10" ANCHOR BOLT W/ 3"X3"X 1/4"
PLATE WASHERS a 48" o.c. NO LESS
THAN 4�" 4 NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT o
SHEAR WALLS - SEE SHEAR WALL
NAILING SGHEDULE.
3/4" Ta6 PLYWOOD SUB -FLOOR
(GLUED 4 NAILED) NAIL 6" EDGE,
12" FIELD W/ IOd NAILS.
2x SOLID BLOGKINC o
BR6. WALL ABOVE TYP.
HANDRAIL:
GRIP 11/4" - 2"
PROJECTION FROM
WALL NO LESS
THAN I V2
OPEN RAIL:
OPEN SPAGE BETWEEN
PICKETS SHALL BE
LESS THAN 4" GLEAR -
2X4 STOP
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONGE IN TOP � BOTTOM
OF RUN BETWEEN STRINGERS
$ ALON6 RUN BETWEEN STUDS
USABLE SPACE UNDER STAIRS
TO BE I HR FIRE GONSTRUGTION
5/8" TYPE 'X' G.W.B. (TWO LAYERS
AT STAIR GEILIN6)
m
t-
�57AIR I:)r=TAIL - T1'i=ICAL
G I SCALE: N.T.S.
GARAGE / LIVING SEPARATIG
TYPE "X" GYPSUM WALL BOAF
AT GEILINC / WALL
° °—FLOOR
I NSLULATE PER WSEG
41A
JOISTS, SIZE
SPAGING PER PLAN
AND
°`' °
�
°
°
°
°
4511 MAX. SEE FOUNDATION PLAN
UNBALANGED FOR BEAM SIZE 4
(TALLER WALLS PER PLAN) POST SIZE /SPAGING
�i0# FELT
2x4 GUSSET EA. SIDE Z
"SIMPSON" A24 CLIP
POST TO GONG. _
N
Z
-
dJ
BAR � FM
DETAIL #2 ABOVE
LL °
Z_ 6 MIL. POLY VAPOR BARRIER
m ALL RE I NFORGEMENT
MUST BE TIED IN PLAGE
FOR FOUNDATION INSPEGITON
SEE FOUNDATION PLAN SEE FOUNDATION PLAN
FOR FTC. / FUN. SIZE FOR PAD SIZE
ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON
FIRM UNDISTURBED SOIL FIRM UNDISTURBED SOIL
4" GONG
4" CRAM
ri-� TYF I GAS. �NAJ...L SECT 1 ON5
G SCALE: N.T.S.
NOS I N6
HANGER
3-2x12
STRINGERS Q
W
2
2X4 BLOGKINC Z
(F I RESTOP)
— FIREBLOGKS
STAIR NOTES:
RISER HE 16HT = -7-5/4" MAX.
TREAD DEPTH = 10" MIN.
NASH $ ARGHITEGTS
GENERAL NOTES:
I. All construction per applicable codes and ordinances.
2015 IRG, IBC.
2. Verify all dimensions on job site. Bring discrepancies
to the attention of Owner and/or Designer.
3. Owner will verify window sizes and manufacturers) with
framer before Start of construction.
4. One window per bedroom Shall meet egress code.
5. Skylight glazing per 2015 IBG.
6. Truss manufacturer Shall Supply shop drawings to Owner
and framer to review and approve before fabrication.
7. Owner will verify electrical and heat layouts with
installer before installation.
8. Under all parallel bearing walls, use double joists or as
noted on plan. Double joist (or extra TJI) under all non -
bearing parallel walls.
q. TJI products to be installed per manufacturer's
installation guide and approved reports.
10. All metal connections to treated wood shall be at a
minimum; tripple zinc ZMAX (6155 per ASTM A(953); Hot Dip
Galvanze (ASTM AI25 for connectors and ASTM155 for
fasteners and anchors.
11. All bathroom fans, kitchen hood, and dryer ducts shall be
exhausted through the attic to the roof or through the
floor system to an outside wall. All wall ducts Shall
terminate at least 36" from a Window opening.
GL I MAT I G AND GEOGRAPH I G
DESIGN CRITERIA:
TERMITE:
DECAY:
WINTER DESIGN TEMP:
IGESHIELD REOUIREDSL16HT TO MODERATE
FLOOD HAZARDS: SLIGHT TO MODERATE
AIR FREEZING INDEX:17°
MEAN ANNUAL TEMP: NO
2003 Ic1a2 FIRM
250
DES 1 GN DATA: 50
ROOF LOADS: LL 25#/SF (SNOW)
OL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/5F
OL 10#/SF
TOTAL 50#/SF
DECK LOADS: LL 60#/SF
OL 10#/SF
TOTAL 70#/5F
SOIL 1500 PSF
CONCRETE: 2500 PSI AFTER 28 DAYS
(5i2 SAGK MIX)
-3000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORGHES, STEPS, AND OR
6ARA6E SLABS- AIR ENTRAINMENT
IS BETWEEN 5--1% (TABLE 402.2 IRG)
MASONRY : PER 2015 IBG
STEEL PER 2015 IBG (GRADE 60)
WOOD PER 2015 IBG
NAILING : PER 2015 IRG NAILING PER TABLE
R602.3(I)
WIND: 85 MPH
SEISMIC: ZONE - D
V = see design colculotions(Wdl)
WEATHERING POTENTIAL: MODERATE
FROST LINE: 12"
E.F.P.: 45 PSF
4" BEAM: DOUGLAS FIR #2
fv = 180
fb = q00 PSI
E = 1,600,000
6" BEAM: DOUGLAS FIR #2
fv = 170
fb = 875 PSI
E = 1,300,000
4" POST: DOUGLAS FIR #2
Fc II = 1350 PSI
E = 1,600,000
6 POST: DOUCLAS FIR #2
Fc II = 700 PSI
E = 1,300,000
JOISTS $ RAFTERS HEM FIR #2
8 STUDS: fv = 150
FJ99AR FLACANENT PER fb = 850 PSI
DETAIL #2 ABOVE E = 1,500,000
GLU-LAM BEAMS:
fv = 240 PSI
fb = 2,400 psi (reduced by size
factor, GF*KI)
E = I SOO,000 psi
NOTE:
VARIATIONS FROM THE ABOVE
LUMBER GRADES WILL BE
NOTED ON THE PLANS.
I. SUBFLOOR:
T46 PLYWOOD OR OSB APA RATED
5TURD-I-FLOOR 16" O.G., 3/4"
WALL $ ROOF SHEATHING:
APA RATED SHEATN6 24/I6 7/16"
I2b71
MIGH EL
STATE
REGISTERED
AFZ-H I TEGT
W YNE JOHNSON
OF WA9HINGTON
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date:
10-6-20
permit:
revisions:
drawn
by:
LMD
checked by
: MY�IJ
!E�;, 1-4 f=—:: E�T
61
OF=
I
RECEIVED
Oct 29 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT