APPROVED BLD-BLD2020-1128+Architectural_Plan+10.20.2020_3.48.47_PMFr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 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 COST TO RECTIFY SAME.
NOTES:
BUILDING HEIGHT
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED, PAINTED OR
CEDAR.
Z. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
S. GLAZING PER STATE ENERGY CODE.
4. 5EPERATE PERMITS ARE REOU I RED
FOR FENCES, PLUMBING, MECHANICAL,
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
T''PIGAL NOTES.
-7. S.G. = SAFETY GLASS
FLASH I NO NOTE
APPROVED CORROSION -RESISTANT FLASHING
SHALL BE APPLIED SH I N(�LE FASHION IN SUCH A
MANNER TO PREVENT ENTRY OF WATER INTO THE
WALL GAV I TY OR PENETRATION OF WATER INTO
THE BU I LO I NCB STRUCTURAL FRAM I NCB COMPONENTS
THE FLASHING SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR WALL FINISH. APPROVED CORROSION
RESISTANT FLASH I NCB SHALL BE INSTALLED AT THE FOLLOW I NCB LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPEN I NC37S. FLASH I NCB AT EXTERIOR WINDOW
AND DOOR OPENINC3,S SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH OR TO THE HATER RESISTIVE BARRIER FOR SUBSEOUENT
DRA I NACRE
2. AT THE INTERSECTION OF CH I MNE'r 5 OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS
S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
METAL GOP I N(�S AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING V\IOOD TRIM
S. WHERE EXTERIOR PORGHES, DEGKS, OR STAIRS ATTACH
TO A NALL OR FLOOR ASSEMBLY OF WOOD FRAME
GONSTRUCTION
b. AT WALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
SaUAi;;,:'E
f=007AGE5
MAIN
1,826
C�AFzAOE
588
128
D�GiG
ADDRESS NOTE:
ADDRESS NUMBERS SHALL E F
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTIN(-
BACKC�ROUND PER I RC S 1 G.1
s
Approved Py Fire
DFMBrough
//� A9�29
MAIN TOP Fe
MAIN 5UB FL
LOWER TOP
LOWER SLAE
BOARD AND BATTEN
SIDING- IX3 BATTENS
® 12" O.G. W/ PLYWOOD
OR HARDI-PANEL BEHIND
r= /i1%a 7 ON
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
^SST r=Lr=\/AT 1 ON
SEE GENERAL NOTES
SCALE: 1/4" = I'-O"
Install per manufacturers
specifications. Have all
manufacturer
documentation on site.
F�. EI
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturer's ■
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or ■
■ equivalent, shall be used. I
IRC R317.3.1 IBC 2304.10.5.1 ■
■
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work SFR
Address 1055 7TH AVE S LOT 1
Owner SELECT HOMES
--------------------------------
Approved Date' 12/1 /2020
Building Official
Permit Number
BLD2020-1128
A 12871
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ARGi-H I TEGT
MIGH EL YNE JOHNSON
STATE OF NASHINGTON
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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 (1") 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.
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE 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 RECTIFY SAME.
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.
5. GLAZING PER STATE ENERGY CODE.
4. SEPERATE PERMITS ARE REOU I RED
FOR FENCES, PLUMBING, MEGHANIGAL,
AND ELEGTRIGAL.
s
I
5. PROTECTION FROM DECAY IS REQUIRED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
2" ABOVE GONGRETE STEPS, PORGH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELE\/ATIONS FOR
TYPIGAL NOTES.
7. S.G. = SAFETY GLASS
MAIN TOP IE
MAIN SUB FLR.
LOWER TOP IE
LOWER SLAB
BRIGK VENEER
INSTALL PER
MFG. SPEGS
aOU7�4 ELEVAT 1 ON
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
NOFk7 -4 r=L SAT I ON
SEE GENERAL NOTES SCALE: 1/4" = I'-O"
MAIN TOP fe
MAIN SUB FLR.
LOWER TOP iE
LOWER SLAB
9
I
2X8 FASCIA BOARD
W/ METAL GUTTER
�71
REGISTERED
ARCHITECT
MIGH EL WY".
JOHNSON
STATE OF WASHIN6TON
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 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 COST TO RECTIFY SAME.
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8" CON,
I6"x8" C
E HEAR NOTE:
I. 5X MATERIAL CAN BE USED FOR
ALL MUDS I LLS
2. SET A DOUBLE 2X STUD BEHIND
EVERY STHD14 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.
5. A MST48 STRAP WITH (2) 1/2'' BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR
A MISPLACED STHD14 HOLOOWN.
NOTES:
ALL WOOD IN CONTACT WITH GONGRETE
SHALL E3E PRESSURE TREATED OR CEDAR.
PRO\/IOE CRAWL DRAIN a LOW POINT
IN GRAWLSPAGE:.
SOLID BLOGIGING UNDER ALL E3EARING WALLS.
SLOPE: ALL GONG. STOOPS AND/OR PATIOS
1/4" PER, FOOT AWAY FROM DOORWAYS.
— — — — — — — E3EARING WALL AE30VE
FOUNDATION VENT CALCULATION
IGITGHEN/ DINING/ LI\/ING AREA
457 SQUARE FEET = 1.45
500 .5-7
5 VENTS REOU I RED
*** SHEAR NOTE:
SEE SHEET LI FOR SHEAR 1NALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
-7-71-611
10'-0" 54'-0" 13'-b"
.2'-O" I. 8'-O" 34'-8" I. Iq'-4" 4'-0" q'-b"
17'-4"
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REOU I RED
T- I
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24- I C d SINKERS
(2) 2X4/2X6 STUDS
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MST48
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(2) 2X4/2X6 STUDS
HF/SPF
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MSTA56
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4" GRAVEL FILL ON
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SLOPE 1/4"/FT.
#4 STUB STEEL
® 15" O.G. MAX.
— — — — — — — J— — — — — — — — —
FDTN. VENTS, TYP.
18"xb" 5GREENED
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SEE GENERAL NOTES
SG?.LE: 1/4" = 1'-0"
A 12871
I\\/> REGISER TED
ARCHITECT
MIGH EL YNE JOHNSON
STATE OF NASHINGTON
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 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 PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPIGAL.
ALL HEADERS TO BE 4 X 10 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 WSEG
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 20ciO OR R612.5
SOLID BLOGKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOGKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN 60" FROM EDGE OF SHOWER
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
GONVEGTEID TO 4" SMOOTH WALL VENT PIPE
I F RUNS DO NOT EXGEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUGT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
HEATING NOTES: -
+ INSTALL PER O
ASHRAE aOA-88 m
+ 18' PLATFORM
OF 2 LAYERS
5/4" PLYWOOD
(I LAYER IF PLATFORM
15 ON SLAB)
+ SEE HEATING NOTES
OPTIONAL NOTES:
RAISE ALL PILOTS, BURNERS
AND SWITCHES +15" MINIMUM
ABOVE SLAB.
F I REPLA:GE 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
F I REPLACES ff STOVES MUST BE
D.O.E. APPROVED a BE TESTED,
CERTIFIED a LABELED AS SUITABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR 1NALL
NAIL I NO SCHEDULE, 4 DETAILS.
LEGEND:
BEARING WALL
— — — — — — BEARING ABOVE
FLOOR LINE ABOVE
PT. LD. ', POINT LOAD ABOVE
ABV. t
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTERCONNEGTEO
W/ BATTERY BACK-UP.
PER IRG 514
OCARBON MONOXIDE DETECTOR
PER I RC, 515
GARAGE NOTES:
I . GARAGE/LIVING 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 1-5/8" MINIMUM THICK SOLID WOOD
OR STEEL W 1 TH SOLID OR HONEYCOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF CLOSING DEVICE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
WALLS OR CEILINGS SEPARATING THE RESIDENCE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
10'-0"
2'-0"
4'-10"
1'-1" , 1 4'-0" 11- 1"
4'-0"
CE O CLEARANCE I I 3050
5 FIREPLACE I
AI I PFR MFT). r,PI;(,S
IPIG.
c• •
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34'-5"
20'-5"
54'-0"
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13'-6"
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T-I
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24-16d SINKERS
(2) 2X4/2X6 STUDS
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"
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3020 PIG.
3'-0" 5'-10"
3050 G5MT.
2'-4"
10'-4"
L-C^�! R lL.00R FL.AVI
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
A 12871
I\\/> REGISTERED
ARGi-H I TEGT
MIGH EL YNE JOHNSON
STATE OF YVASHINGTON
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drawn by :
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LMD
: MWJ
Si-4f:-:::= f:-:::=-F
O�
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMEN5I0145.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE 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 RECTIFY SAME.
AL FLASHING ® RIM
SIMP50N
LUS210
Z-MAX JOIST
HANGER SIMP50N OTT2Z-5052.5
TWO PLAGES AT DECK.
USE (2) 2X JOISTS AT
EACH LOCATION PER
SIMF50N SPEGIFIGATIONS.
NAIL FLOOR SHEATHING AT
6" AT DOUBLE JOIST
WITH 1/2" DIAMETER THREADED
ROD 24" LONG
2XIO PT LEDGER W/
1/2" d X 6" LAC, BOLTS
HOT DIPPED GALVANIZED OR
STAINLESS STEEL
LAC, BOLTS SHALL BE PLACED 2 INGHES
FROM THE BOTTOM OR TOP OF THE DECK
LEDGER AND BETWEEN 2-5" FROM THE
ENDS OF THE DECK LEDGER. THE LA6 BOLTS
SHALL BE 5TA66ERED FROM THE TOP
TO THE BOTTOM ALONG THE HORIZONTAL
RUN OF THE DECK LEDGER/
LAG BOLTS ARE TO BE AT EVERY JOIST BAY
(16" O.G.)
DECK L_EDC-7ER DETAIL_
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 10 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 WSEG
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 20G0 OR R612.5
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INGLUDING
WINDOWS WITHIN 60" FROM EDGE OF SHOWER
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GALAIIN.
SOLID BLOCKING UNDER ALL BEARING
WALLS.
EXHAUST FANS LARGER THAN 50CFM MAY BE
CONNECTED TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM 51ZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
BEARING WALL
— — —
BEARING ABOVE
FLOOR LINE: ABOVE
PT. LD.
POINT LOAD ABOVE
AB\/. , c
wl
MULTIPLE 2x STUDS
® POINT LOAD
SMOKE DETECTOR
O
IIOV INTERCONNECTED
W/ BATTERY BACK—UP.
PER IRG 514
OCARBON MONOXIDE DETECTOR
PER IRG 515
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, i$ DETAILS.
HOLDIDOWN SCHEDULE
MARK•,
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPEG I ES
REOU I RED
T-I
STHO14/14 RJ
24-10d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST40
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA�6
(26)-I0d
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(58)-1 Od
HF/SPF
T-5
HD7B
(�)_ �/4
5-1/2" MIN.
SSTB28 (7/8")
DF/SP
MIN. 24-i/8"
EMBEDMENT
SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0"
�71
REGISTERED
ARCHITECT
tST
H EL ATE OF NASHIN6TON
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date : 2-12-20
permit:
revisions:
drawn by:
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LNiD
MWJ
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45
RECEIVED
Oct 27 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 DRAWINGS. ANY SUCH VARIATION SHALL BE
Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
L RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 10 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 WSEG
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. EXGEPTIONS:
FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT
PASS THROUGH OR WHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 20ciO OR R612.5
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INGLUDING
WINDOWS WITHIN 60" FROM EDGE OF SHOWER
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO I.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
CONNECTED TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXGEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUGT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
GOMBUSTI ON AIR REOU I RED FOR ALL
FUEL BURNING APPLIANGES
HEATING NOTES:
+ INSTALL PER
ASHRAE GOA-55
+ 18" 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 +18" MINIMUM
ABOVE SLAB.
F I REPLACE NOTE:
0' CLEARANCE F I REPLACE W/
D I RECT VENT
FACTORY BUILT F I REPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND SHALL HAVE
APPROVAL LABEL ATTACHED
5/5" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLACES e STOVES MUST BE
D.O.E. APPROVED e BE TESTED,
CERTIFIED 4 LABELED AS SU I TABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*f*E*E SHEAR NOTE:
SEE SHEET L I i=OR SHEAR 1NALL
NAILING SCHEDULE, 4 DETAILS.
LEGEND:
2'-0" 8'-O" 54'-0" 13'-6"
40'-0" 5'-4" 8'-8" 4'-0"
4'-0" 10'-0" ci'-4" I. 14'-7" I. 2'-1"
Z /
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O 6
+ N
0
1z 011RD. DECK co .�
wc. O
N
O
I
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I
T
s
� J
is)m
O
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MASTER BDRM
I
BEARING WALL 3050 PIG.
— — — — — — BEARING ABOVE
FLOOR LINE ABOVE
T. LD• " ^� POINT LOAD ABOVE 15'-2
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTERCONNECTED
W/ BATTERY BACK-UP.
PER I RC, 514
OCARBON MONOXIDE DETECTOR
PER IRG 515
GARAGE NOTES:
1. GARAGE/LIVING SEPARATION, USE
5/8" TYPE 'X' GWB AT GE I L I NG/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM WALLS AND
CEILING.
5. DOOR BETWEEN GARAGE AND RESIDENCE
SHALL BE-5/8" MINIMUM THICK SOLID WOOD
OR STEEL WITH 50L.10) OR HONEYCOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF CLOSING DEVICE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
WALLS OR CEILINGS SEPERATINCG THE RESIDENCE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
HOLDDOWN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
THICKNESS/SPECIES
REOU I RED
T-I
STHO14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST48
(54)-I hd
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(2( )-IOd
(2) 2X4/2X& STUDS
I IF/SPF
2 2X4 2XF STUDS
T-4
M5TG48B5
(58)-IOd
HF/SPF
T-S
HD 7B
(5)- 5/4"
5-1/2" MIN.
SSTB28 (-7/8")
"
DF/SP
MIN. 24-7/8
EMBi=DMENT
30501 PIG.
GREAT RM.
H.S.
3050IPIG. 802OI PIG.
I
N
DINING
H.S.
1z
2050 PIG.
-------� L
P45— DROP
COUNTER
z
o MUD RM.
H.S.
'-O" 2'-4" 1I.�
N
� � VTO W.H. FAN I
N� OOo 90 6FM
z�
o7F LAUNDRY
H.S.
I'-G2" 2122
KITCHEN
dJ
0o I
REF6. FFccD,
nov +36" OPEN RAILING
s.D.
2668 Q 11ov m FOYER I
S.D. 1(' H.S[�
. m
Z5
50 GI=M N TO II cxm`n"� I I a �n m CL - �o
I�
2468 I (5-6)2468 6'-O"
M. BATH FAN CPT. I CL T/ S 6
H.S. VTO
cV 50 GFM I N
r _ Q
5026 DROP 34"x60" I cV G WiPO H
C.
° IN 50AKIN6 O I IL X CL
TUB — — — t md,
3050 PIG. 5020 PIG. 5020 PIG.
Ir 2'-10" 3'-6" 8'-10" 4'-0" 4'-6"
Ir
12'-4" 8'-6" 2'-ci" 3'-0"
36'-0"
-1-71-611
A
A8
ZERO CLEARANCE
VENT TO ROOF
6A5 FIREPLACE
INSTALL PER MFD. SPECS.
O
1
4'-4"
+36" OPEN RAILING
�f
®FAN
VTO
50 GFM O
BATH
H.S.
OOIIO❑
5D. 2468
_1'- 91I
�GUE5T RM.
�Lk CPT.
(EGRESS)
6050 XO 5LDR.
4'-10" 5'-4"
1 O'-2"
BENCH
G1/RD.
PORCH
GONG.
j86 3080
SELF
GLO5E
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— — — — — -
--------
I
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GARAGE
I
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Op
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ol0
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wff
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---
— — —
I
IL
T
3020 PIG.
3020 PIG.
3'-6"
7149"
20'-6"
33'-6"
�A I N r—L-OOR Fi.—/,�INl
SEE GENERAL NOTES
SGA.LE: 1/4" = I'-O"
A 12871
I\\/> REG I5TERED
ARGi-+I TEGT
MIGH EL YNE JOHNSON
STATE OF YVASHINGTON
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date: 2-12-20
permit:
revisions:
drawn by :
GheGiGed by
LMD
: MWJ
O�
Aa
RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 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 COST TO RECTIFY SAME.
EAVE PROTECTION PER IRC R302.1
IF EAVES ARE W 1 TH I N S' OF THE PROPERTY
LINE, THEN A ONE HOUR FIRE RES 1 STANCE
RATING IS REOUIRED IF THERE
ARE BIRD BLOCKING VENTS OR GABLE END
VENTS. IF THERE le SOLID BLOCK I NCB AND
NO VENTS, THEN THE FIRE RES I STANCE RATING
GAN BE REDUCED TO ZERO HOURS.
AFSO ROOF VENT
LOCATIONS PER PLAN
SOLID BIRD
BLOCKING
AT WALLS S'
OR LESS FROM
THE PROP. LINE
TRUSSES
PER PLAN
36„
2X6
EXTERIOR
WALL
� ONE HOUR SAVE DETAIL
ROOF FRAMING NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
CONVECTORS SHALL BE ENGINEERED
BY TRUSS MANUFACTURER
ROOF PITCH SHALL BE AS
NOTED ON PLANS
ROOF OVERHANG SHALL BE 12" U.N.O
Q DS
TRUSS NOTE
2x6 OVERFRAMING
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
STRESS ANALYS 1 S AND DRAW I NOS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
MANUFACTURER'S STAMP ON PRE -
MANUFACTURED TRUSSES.
BRACED TO MANUFACTURER'S
SPEC I F I GATI ONS.
STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEPT. FOR APPROVAL AND SHALL
BE KEPT ON SITE FOR FRAMING
INSPECTION.
TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OR ENGINEERING
CALCULATIONS.
ALL TRUSSES SHALL HAVE SIMPSON
H-1 GL I PS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
LSO AT MIDSPAN. USE SIMPSON STC
CLIPS AT NON -BEARING WALLS
ROOF VENTING CALCULATION -PER 2015 IRG R806.2
2414 SOFT AREA = g,04 SOFT REOU I RED
0 •
CABLE END
TRUSSES TO
BE DE516NE
TO SPAN W I 1
DOOR OPEN
TYP I GAL
(8.04) X (EO%) = 4.02 SOFT MIN. REOU I RED AT EAVES
TYPICAL TRUSS BLOCK HAS (4) 2 Q) SCREENED HOLES
PROV I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK.
AFFROXIMATELY G2 VENTED BLOCKS= 4.04 SOFT FROVIDED
(8.04) X (SO%) = 4.02 SOFT MIN. REOU I RED 1\11 TH I N S' OF THE R I DC�E
AFSO ROOF JACK VENTS= .54 SOFT EACH VENT
PROVIDE 12 AFSO VENTS= 4.08 SOFT FROV I DED
TOTAL VENT AREA FROV I OEO = 8.12 SO FT
HOLDDOWN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I CKNESS/SPEC I ES
REOU I RED
T-1
STHO14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST48
(S4)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MST,4�6
(26)-IOd
(2) 2X4/2X6 STUDS
HF/SPF
2 2X4 2X6 STUDS
T-4
MSTG4855
(58)-I0d
HF/SPF
T-E
HD 7B
(�) _ S/4
5-1/2 " MIN.
SSTB28 (-7/8 ")
"
DF/SP
MIN. 24--7/8
EMBEDMENT
;W:
ROOT INS F1_AN
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
A 12871
I\\/> REE G I5TRED
ARCHITECT
MIGH EL YNE JOHNSON
STATE OF NASHINGTON
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date: 2-12-20
permit:
revisions:
drawn by:
GheGiGed by
LMD
: MWJ
O�
Aa
RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE 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 RECTIFY SAME.
2015 NASH I N.�TON. STATE EN.EF;,:G7 DS
*GL I MATE ZONE S AND MARINE 4*
FENESTRATION
SKYLIGHT
GLAZED
FENESTRATION
GEILIN6
WOOD FRAMED
FLOOR
BELOW GRADE
SLAB R-VALUE
U-FACTOR
U-FACTOR
SH6G
R-VALUE
WALL R-VALUE
R-VALUE
WALL R-VALUE
AND DEPTH
0.30
0.50
NR
R-4q
(I VAULTED)
R-21
R-30
10/15
R-21 +TB
R-10, 2 FEET
H , AC.,
TABLE 406.2 ENERGY CREDITS
HOUSES BETWEEN 1500 SOFT AND 5000 SOFT
REQUIRE 5.5 GREDITS
OPTION
��
I5 AI HIGH EFFIGIENGY HVAG EQUIPMENT
GAS FIRED FURNACE WITH A
MINIMUM AFUE OF g4%
Z,4 AIR LEAKAGE GONTROL
C2 A)
EFFIGIENT VENTILATION
GOMPLIANGE BASED ON R402.4.1.2:
REDUCE THE TESTED AIR LEAKAGE
TO 3.0 AIR GHAN6E5 PER HOUR MAX.
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS
AS DETERMINED BY SEGTION M1057.3 OF THE
IRG SHALL BE MET WITH A H16H EFFIGIENGY FAN
(MAXIMUM .55 WATT/GFM), NOT INTERLOCKED
WITH THE FURNACE FAN. VENTILATION SYSTEMS
USING A FURNACE INGLUDIN6 AN EGM MOTOR ARE
ALLOWED, PROVIDED THAT THEY ARE
CONTROLLED TO OPERATE AT LOW SPEED
IN VENTILATION ONLY MODE.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELEGTED AND SHALL SPECIFY THE MAX.
TESTED BUILDING AIR LEAKAGE AND SHALL
SHOW THE QUALIFYING VENTILATION SYSTEM.
Ste` EFFIGIENT WATER HEATING
ALL 5HOWERHEAD AND KITGHEN SINK FAUGETS
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 EFFIGIENT WATER HEATING
WATER HEATING TO BE 6AS FIRED WITH
A MINIMUM EF OF O.gl
SECTION 404 - ELECTRICAL POWER 6 LIGHTING SYSTEMS
GRED I T(S)
404.1 Interior Lighting: A minimum of -15 percent of all
luminaries shall be high efficacy luminaires. See note on elec. plan
1.0
M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS.
THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SYSTEMS SHALL BE THE
COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE 5
M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY
FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2)
AIR INf=L7RA70N
BUILDING AIR LEAKAGE TEST IS REQUIRED PER
WSEG R402.4.1.2
MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED
IN ACCORDANCE WITH WSEG 505.10.5 AND 601.1
DUCT INSULATION PER 2015 WSEG R403.2.1
DUCT LEAKAGE TESTING PER 2015 WSEG R403.2.2
A PERNAMENT CERTIFICATE IS REQUIRED TO BE POSTED
WITHIN 3' OF THE ELECTRICAL PANEL TO CONTAIN THE
HOMES R-VALUES, U-VALUES, RESULTS FROM DUCT SYSTEM
o.5 AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE AIR
LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND
EFFICIENCIES OF HEATING, GOOLIN6, AND SERVICE WATER
HEATING EQUIPMENT PER WSEG R401.3
HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM
OF R-10 INSULATION.
1.5
CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE
FULLY INSULATED.
THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN
A CONTINUOUS AIR BARRIER PER TABLE R402.4.1
7A5L�M 1507 3 3(1)
OON71 NUOU5 WNHCLE DOUSE MECHANICAL YEN7 AT I ON 5Y57EM A I RFLCO N RATE REOU I REMENT�
DWELLING UNIT
NUMBER OF BEDROOMS
FLOOR AREA
0-1
2-3
4-5
6-1
>7
(SQUARE FEET)
AIRFLOW IN GFM
< 1,500
50
45
60
-15
q0
1,500 - 5,000
45
60
-15
q0
105
5,001 - 4,500
60
75
q0
105
120
4,501 - 6,000
-15
q0
105
120
155
6,001 - 7,500
q0
105
120
155
150
> 7,500
105
120
155
150
165
FOR 51: 1 SQUARE FOOT = O.Og2gm2 I CUBIC FOOT PER MINUTE = 0.000471gm 5/s
s
WA
MAIN TnP IP
LOWER TOP T-
LOWER SLAB
2X6 STUDS
16" O.G. WITH
NSULAT I OW-
2X8 SILL PL. W/
5/5",,P A50-1 A.B.
18" O.G. WITH
3"X3"XI/4" WASHERS
FILTER FABR
I " WASHED
DRAIN ROCK
4" RIGID PERFORATE
DRAIN TILE W/ CLOTH
COVER POSITIVE DRAIN
TO DAYLIGHT
5 - #4 CONTINUOUS
f'c = 2500 PSI
fy = 40,000 PSI
D-I
a
W Q
0
80
8 4
90
0111,111",♦••• ��• •P.
SECT 1 Oil
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
5/4" PLYWOOD SUBFLOOR ON
TJI OR STICK FRMG. FLOOR
SYSTEM W/ INSULATION:
INSTALL FLOOR SYSTEM
BEFORE BAGKFILL
TOP FLANGE
JOIST HANGERS
FIN. FLR. MAIN
2X6 STUDS ® 16" O.G.
WITH INSULATION
1/2" MIN. CLEAR
#4 VERTICAL REBAR
10" O.G.
#4 HORIZONTAL REBAR
® loll O.G.
8" THICK
OASEMENT
1 1/2" CLEAR
24" DOWEL OVERLAP -
/-#4 AT 10" O.G. WITH
HOOK ® FOOTING
M
INSTALL 4" SLAB PRIOR
TO BAGKFILL - SEE FOUNATION
PLAN FOR NOTES
a
— I III III III III
E^IXT FZZ I OR �3 5 � IM SIT I /�
Y `41 J575. ����� I �l� I GULI-�� (INSIDE)
5C?ALE: 1/2" = 1'-0"
2X6 STUDS
16" O.G. WITH
2X8 SILL PL. W/
5/5"� A507 A.B.
15" O.G. WITH
3"X3"XI/4" WASHERS
FILTER FABR
I " WASHED -
DRAIN ROCK
4" RIGID PERFORATE
DRAIN TILE W/ CLOTH
COVER POSITIVE DRAIN
TO DAYLIGHT
5 - #4 CONTINUOUS
f'c = 2500 PSI
fy = 40,000 PSI
D-2
�-8
ON
HALLS
3/4" PLYWOOD SUBFLOOR ON
TJI OR STICK FRMG. FLOOR
SYSTEM W/ INSULATION:
INSTALL FLOOR SYSTEM
BEFORE BAGKFILL
TOP FLANGE
JOIST HANGERS
FIN. FLR. MAIN
SOLID BLOCKING
a 32" O.G. FOR
FIRST THREE JOIST BAYS
2X6 STUDS ® 16" O.G.
WITH INSULATION
1/2" MIN. CLEAR
#4 VERTICAL REBAR
loll O.G.
#4 HORIZONTAL REBAR
® loll O.G.
8" THICK
5ASEMENT
1 1/2" CLEAR
24" DOWEL OVERLAP -
#4 AT 10" O.G. WITH
HOOK ® FOOTING
m
—XT I�GR I OR /�3A /S� I IMFI�IT
Y `4l J57S. f= AfR -�L LF—L (INSIDE)
SCALE: 1/2" = 1'-0"
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ARCHITECT
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE 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 RECTIFY SAME.
24" CARDBOARD BAFFLE
ALLOW FOR I" AIR SPACE
MIN. EXTEND 12" ABOVE
INSULATION.—,
SOLID 5HEATHING
OR COX PLYWD.
WHERE EXPOSED
TO WEATHER
TOP PL.
IX FA5GIA BD.
W/ METAL
GUTTER
2X BIRD BLK'G. W/ '
2" 5GREENED VENT
HOLES WITH 1/4"
CORROSION RESISTANT
METAL MESH GOVERIN6
FIN. FLR.
(2) 2x TOP PLATE, LAP CORNERS,
OFFSET END JOINTS BY 48"
1/6" OSB. OR PLYWD. SHEATHING.
NAIL 6" E06E, 12" FIELD WITH 8d
NAILS UNLESS NOTED OTHERWISE
2x STUDS ® 16" O.G. TYP.
2x STUDS (9 16" O.G. TYP.
SIDING W/ WEATHER
RESISTANT BARRIER BEHIND
SEE PLAN FOR SIDING TYPE
2x BOTTOM PLAT
2x P.T. SILL
FIN. FLR. z
4"(P D.S. TI&HTLINE, POSITIVE
DRAIN TO STORM SYSTEM--N. Q
FIN. GRADE TO SLOPE
AWAY FROM BUILDING % \
z
N
4"(P PERF. FOOTING DRAIN TILE
W/ CLOTH COVER $ GRANULAR
COVER AS REO'D. BY SOIL
CONDITIONS
REBAR PLACEMENT PER
DETAIL *2 ABOVE
°
4
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OB5 SOLID COX 24-0 PLYWOOD
SHEATHING; 8d 4@ 6"O.G. EDGE
8d o 12" O.G. FIELD
(7/16" OSB AGX PLYWD 4@ EVES)
MIN. 15# UNDERLAYMENT
NAIL 6" EDGE, 12" FIELD
WITH 8d NAILS, U.N.O.
APPROVED TRUSSES BEARING
MANUFAGTURER'S SEAL.
SEE ROOF FRAMING PLAN
FOR SPACING
IN5LULATE PER WSEG.
LsIYI 6 A EA
FIRE BLOCK ALL VERTICAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
ENGINEERED JOISTS, SIZE AND
SPAGIN6 PER PLAN OR 2X JOISTS
%2" 6YPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER ® WALLS
AND GEILIN&S
L=I\/INS AREA
FIRE BLOCK ALL VERTICAL
OPENIN65 IN WALLS AT
PLATES AND FLOORS
g"X 10" ANCHOR BOLT W/ 3"X3"X"
PLATE WASHERS o 48" o.c. NO LESS
THAN 4�" $ NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETC. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT
SHEAR WALLS - SEE SHEAR WALL
NAILING SCHEDULE.
n
4" GONG. SLAB ON
4" GRANULAR BED
° a a
2x P.T. SILL
1®
#4 REBAR
W "J" BAR
5/8"X 10" ANCHOR BOLT W/ 3"X3"X
I/4 " PLATE WASHERS o 48" o.c. NO
LESS THAN 02" a NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETC. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT ig
SHEAR WALLS - SEE SHEAR WALL
NA I L I N6 SCHEDULE.
#4 REBAR 16" O.G. HORIZONTAL
#4 REBAR @ 45" O.G. VERTICAL
3" MIN.
GLR. TYP.
ALL FOOTINGS TO BEAR ON
BEARING SOIL
WALL GREATER THAN 4'-0" PER PLAN
2 57D . fOUNZDAT 1 Oil DATA I L
G SCALE: N.T.S. PER IRG R403.1.3 #5
6 MIL. VAPOR
BARRIER BETWEEN
CONCRETE SLAB d
GRANULAR BED
R-10 INSULATION; —
24" DEEP AROUND
PERIMETER
In
-GOMPAGTED FILL
=
TO q5% -
PLAGEMENT
-REBAR
SEE DETAIL #2 ABOVE
—
D_
��—��
� III III III III III III
III III III III III III III III III III III
-
I,M
ALL RE I NFORGEMENT
MUST BE TIED IN PLACE
-' '— FOR FOUNDATION INSPEGITON
SEE FOUNDATION PLAN
FOR FT6. / FON. SIZE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
ri--, TYPICAL ^ALL 5F.C7ION5
HANDRAIL:
GRIP I%4" - 2" 4>
PROJECTION FROM
WALL NO LESS
THAN lie"
OPEN RAIL:
OPEN SPACE BETWEEN
PIGKETS SHALL BE
LESS THAN 4" CLEAR -
2X4 STOP
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONCE IN TOP 4 BOTTOM
OF RUN BETWEEN STRINGERS
4 ALONG RUN BETWEEN STUDS
USABLE SPACE UNDER STAIRS
TO BE I HR FIRE GON5TRUGTION
5/8" TYPE 'X' G.W.B. (TWO LAYERS
AT STAIR CEILING)
II
II
II
II
II
II
II
I
r 5TA I R r�)F.TA I L- 7Y'P I GAL
C� I SCALE: N.T.5.
4" GONG
4" &RANI
REBAR PLAC.Q10(T PER
DETAIL *2 ABOVE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
NOS I N6
HANGER
3-2x12
STRINGERS 00
w
Q
ua
2X4 BLOGKIN6 z
(FIRESTOP)
c0
X.
F I REBLOGKS
STAIR NOTES:
RISER HEIGHT =-7-3/4" MAX.
TREAD DEPTH = 10" MIN.
REAR PLAGENEHT PER
DETAIL *2 ABOVE
NASH 4 ARCHITECTS
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 IBC.
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; triple zinc ZMAX (6185 per ASTM A(953); Hot Dip
6alvanze (ASTM A123 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 56" from a window opening.
CLIMATIC AND GEOGRAPH I C
DESIGN CRITERIA:
TERMITE:
SLIGHT TO MODERATE
DECAY:
SLIGHT TO MODERATE
WINTER DESIGN TEMP:
17
IGE5HIELD REQUIRED:
NO
FLOOD HAZARDS:
2005 1992 FIRM
AIR FREEZING INDEX:
250
MEAN ANNUAL TEMP:
50
DESIGN DATA:
ROOF LOADS: LL 25#/SF (SNOW)
DL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/SF
DL 10#/SF
TOTAL 50#/SF
DECK LOADS: LL 60#/SF
DL 10#/5F
TOTAL 70#/5F
SOIL 1500 PSF
ACTIVE EARTH PRESSURE 35 pcf
AT -REST EARTH PRESSURE 45 pcf
PASSIVE EARTH PRESSURE ; 550 pcf
SEISMIG PRESSURE : 6H UNIFORM PRESSURE
BASE COEFFICIENT OF FRICTION : 0.55
GONGRETE: 2500 PSI AFTER 28 DAYS
(5V2 SACK MIX)
-5000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORGHES, STEPS, AND OR
GARAGE SLABS- AIR ENTRAINMENT
IS BETWEEN 5-7% (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
R602.30 )
WIND: 85 MPH
SEISMIC: ZONE - DI
V = see design colculations(Wdl)
WEATHERING POTENTIAL: MODERATE
FROST LINE: 12"
E.F.P.: 45 PSF
4" BEAM: DOU&LA5 FIR #2
fv = 180
fb = 900 PSI
E = 1,600,000
6 BEAM: DOU&LA5 FIR #2
fv = 170
fb = 875 PSI
E = 1,500,000
4 POST: 001,161-AS FIR #2
Fr- II = 1550 PSI
E = 1,600,000
6 POST: DOU61-AS FIR #2
Fr- II = 700 PSI
E = 1,500,000
JOISTS 4 RAFTERS HEM FIR #2
$ STUDS: fv = 150
fb = 850 PSI
E = 1,300,000
6LU-LAM BEAMS:
fv = 240 psi
fb = 2,400 psi (reduced by size
factor, GF*KI)
E = 1,800,000 psi
NOTE:
VARIATIONS FROM THE ABOVE
LUMBER GRADES WILL BE
NOTED ON THE PLANS.
I. SUBFLOOR:
Td 6 PLYWOOD OR 0515 APA RATED
5TURD-I-FLOOR 16" O.G., 3/4"
WALL & ROOF SHEATHING:
APA RATED SHEATIN6 24/16 7/16"
�71
REGISTERED
ARCHITECT
tSTATE
H EL W YNE JOHNSON
OF WASHINGTON
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revisions:
drawn by :
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
C� I SCALE: N.T.S.
Fr
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WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 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 COST TO RECTIFY SAME.
DOUBLE 5TUD5 ®
5HEARWALL PER I
3/4" MIN. T$6 PLY
GLUED d NAILED -
$ 12" FIELD W/ IOc
DOUBLE RIM FOR
BTM. PLATE NAILII
PER 5HEARTWALL
A35 FRAMING AN(
PER 5HEARWALL
5GHEDULE
DOUBLE 5TUD5
5HEARWALL PER 1
BHEAR JNALL 5CHr=l%LE
PER 2015 150
GENERAL NOTES:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GLOSE 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/I6"
NAIL 5PAGIN6
$ BTM.
ANGHOR5
BLK6.
SILTOP
OPTIONAL
BASE
HEM FIR #2
MARK
PLATE
5IMP50N MASAP
PLATE
VALUE
PLYWD.
ED6E5 FIELD
PLATES
ee
etai I
REO'D•
ANCHOR BOLTS
ANCHORS
NAILING
(#/LF)
PI -roll
8d
6"
12"
roll
18" O.G.
2x4
5/8" @ 48"
@ 45" $ ENDS
(2) 16d @ 10"
240
PI-4"
8d
4"
12"
4"
Iro" O.G.
2x4
5/8" ® 52"
(9 30" $ ENDS
(2) 16d ® 7"
34ci
PI-3"
8d
3"
12"
3"
14" O.G.
(2) 2x4/6
5/8" @ 24"
@ 24" $ ENDS
(2) 16d (9 5"
450
PI-2" *
8d
2"
12"
2"
12" O.G.
(2) 2x4/6
3/4" @ 24"
@ 15" $ ENDS
(2) 16d 0 5"
585
P2—(6"
8d
6"
12"
6"
10" O.G.
(2) 2x4/6
5/8" ® 24"
N/A
(2) I rod ® 5"
450
P2-4" *
8d
4"
12"
4"
8" O.G.
(2) 2x4/6
3/4" @ 20"
N/A
(3) 16d @ 5"
700
P2-3"
8d
3"
12"
3"
8" O.G.
(2) 2x4/6
3/4" @ I(,,
N/A
(4) Irod (9 5"
qOO
P2-2" **
8d
2"
12"
2"
8" O.G.
(2) 2x4/6
3/4" @ 12"
N/A
(4) 16d (9 4"
1170
"NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING
MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS
PER IBG 2015 AND SOPW5-2008
PER SPEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, GHAPTER
4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITCH NAIL DOUBLE STUDS AND PLATES T06ETHER WITH
16d NAILS @ 12" O.G. 5TAOERRED ON THE STUD FACE
I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR WALL NOTES
7/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL
EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL
INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" 8d
SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS
AND STA66ER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON
SEPARATE STUDS ON EACH SIDE.
FLOOR PLYWOOD - USE 8d COMMON NAILS (p 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 - J015T PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE
GROSS BLOGKED AT 45" O.G. @ EDGES W/ (4) IOd NAILS FOR THE FIRST BAY.
3" x 3" x 1/4" SGUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN
1/2" OF SHEATHING
7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS
2" 16 6A. 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. - 3(60#/ ft.
2-1/2" O.G. - 430#/ft.
3" O.G. - 3cf0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
6" O.G. - 620#/ft.
FIELD SPAGIN6: 12" O.G. NAILS $ STAPLES.
HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, SIMPSON STHD14 OR USP STA014 SIMPSON MST36 OR USP MST13ro
SIMP50N MST45 OR USP KST248 SIMPSON HDUB OR USP TDXIO (pia" ANCHOR BOLT
MIN.
SIMPSON MSTG48B3 OR USP MSTGB4133 24" EMBEDMENT, 3" BOLT INTO (5) 2x4((q))
TIE 5TRAP PER PLAN W/
ALL NAIL HOLE5 FILLED W/
Ibd COMMON NAIL5
BOTTOM PLATE NAILN6
PER SHEAR WALL 5GHEDULE
A35 FRAMIN6 ANCHOR MAY BE
ELIMINATED AT PI-6, AND PI-4
TYPE SHEAR WALL5, IF THE
PLYWOOD PANEL SPANS RIM
J015T AND 15 NAILED TO BOTH
THE BOTTOM PLATE OF 5HEAR
WALL ABOVE AND THE TIE
PLATE OF THE WALL BELOW
W/ THE EDGE NAILING PATTERN
SPEGIFIED IN SHEAR WALL TABLE
STRAP HOLflON NN WALL TO N NALL
SIM
AN(
G'wwon�"' 4-35 CLIP
2x BLOGKIN6
DROP TOP CHORD OF TRUSS
TO ACCEPT 2X6 OUTLOOKER
Ibd NAIL EA. SIDE
GABLE - END TRUSS PER PLAN
TRUSSES OR RAFTERS
PER PLAN
5HEATHIN6 $ NAILING PER
SHEAR WALL SCHEDULE
OVERHANG $ FA5GIA
2x STUD WALL a 16" O.G.
TYPICAL SHEARAALL TO ROOr— CONNECTION
PER
PLAN
2x TOP PLATE
HEADER
EXTEND TO10,
END WALLS
5TH014 WOOD
TO CONCRETE
CONNECTORS
OR EQUAL
#4 HORIZ. ® 12" O
(3) #4 VERTIGALS
TOP OF SLAB
NAIL SHEATHING TO
HEADER a 3" O.G. E.W.
3x OR (2) 2x
STUDS
CONNECT PLYWOOD
W/ ad NAILS a 3" O.G.
TO ALL STUDS, PLATES
$ HEADERS
APA RATED 5HT6.
MIN. 24/0 EXP. I
�n
II
I - 3x OR (2) 2x
I1 1 PLATES; NAIL SHEATHING TO
EACH PLATE
a
14
� GONT. FOOTING J
" (P X 15" A.B. W/ 3"X3"X!1
PLATE WASHER
7" 1MBEDMENT
GONG. STEM WALL
LATERAL RESTRA I NT PANEL
!SCALE: I" = I'-O"
GONG. 5LA13 OVER
GRAVEL FILL
5EE PLANS FOR REINF. o
2x SHEAR WALL AND/OR
BEARING WALL, 5EE PLAN5
—HOLD DOWN PER PLAN
—P. T. SILL R W/ A.B.
PER SHEAR WALL 5GHED.
—ANCHOR PER SHEAR
WALL 5GHEDULE
GONT. FOOTING
REINF. PER PLAN
SEE PLANS
CONTINUOUS POOTI NIS NON/ 57EM N NALL
2x STUD/SHEAR WALL;
NAIL PER PLANS, SEE
5HEARWALL SCHEDULE
SOLID BLOCKIN6
BETWEEN JOISTS
5HEARWALL PER PLAN 5THD HOLDOWN PER PLAN OR SOLID RIM STRAPPERPLAN
IOd NAILS
® roll O.G.
BOTTOM PLATE
NAILING PER
5HEARWALL
SCHEDULE
P.T. SILL PLATE PER
i
GONG. 5LAB PER PLAN
SHEAR WALL SCHEDULE
W/ fib" 0 A.B. AT 46" O.G.
$ 3"x3"x3 6A. fE WA5HER5
TYP. U.N.O. IN SHEAR
• ; I+
WALL 5GHEDULE
5EE DETAIL 051
Z
5IMP50N
DBL.50LID BLOGKIN6
LPERPENDICULAR
FOR STEEL LAYOUT
A35 @ I6" O.G.
UNDER SHEAR
BETWEEN JOISTS
FLOOR JOISTS WALL ABOVE
%(�v
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2x 5TUD/5HEAR WALL;
NAIL PER PLANS; SEE
PER PLAN
5HEARWALL SCHEDULE
STHM HOLflON�NN SLA5 r-OUNDATION
TRUSS
S.W. TC
BLOCK
16" O.0
A35 GI
® 24"
IOd @ 4" o.c. - ROOF
5HEATHIN6 TO TOP
CHORD TRUSS.
PLYWOOD ROOF
5HEATHIN6
TRUSSES
PER PLAN
OR
CONTINUE
SHEAR WALL
TO ROOF
SHEAR WALL
PER5GHEDULE
OffSET SHEAR HALL CONNECTION
lOd a 4" O.G.
SHEATHING T
CHORD TRUS
3/4" PLYWOC
2 ROWS 16d
NAILS @ 6" 0
PLYWOOD TC
TOP PLATE
SHEAR HALL PARALLEL TO TRUSS
5C ALE: N.T.S.
PLYWOOD ROOF
5HEATHIN6
TRUSSES
PER PLAN
2X NAILER -
NAIL TO BOTTOM
CHORD W/ 16d
6" o.c.
Ibd @ 4" o.c.
PLYWOOD
TO NAILER
SHEAR WALL
PER5GHEDULE
i
A 12871
I\\/> REGISTERED
ARCHITECT
MIGH EL YNE JOHNSON
STATE OF NASHINGTON
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drawn by :
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Lim I
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RECEIVED
Oct 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
e<?ALE: N.T.5.
SGP.LE: N.T.S.