APPROVED BLD BLD2021-0070+Architectural_Plan+1.21.2021_11.51.53_AM+2001199Fr
WRITTEN DIMEN51ON5 ON TH15 DRAWING SHALL HAVE PRECEDENCE OVER 50ALED DIMEN51ON5.
CONTRACTOR SHALL VERIFY ALL DIMEN51ON5, GONDITION5, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE
RE5OLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR 5HALL
ACCEPT FULL RESPON5I13ILITY FOR THE C05T TO RECTIFY 5AME.
Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020C. 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.
Approved By Fire
DFM17 PBrough
02/72/2
MAXIMUM BUILDING HEIGHT o 555.46'
AVERAGE ORIGINAL GRADE @ 330.46
ACTUAL BUILDING HEIGHT o 555.12'
ASPHALT GOMP. SHINGLES
2X8 BARGE BOARD
W/ IX3 TRIM
® ALL GABLE ENDS
I IPPFt? >-I nnP P I
HORIZONTAL SIDING
WHERE SHOWN
MAIN FLOOR P.L.
I
FIN. FLR. MAIN
a 329.20'
UPPER FLOOR P.L.
FIN. PLR. UPPER
t-A,& I W PI on ng? P I
4" CORNER
0
HARDI PANEL SIDING
TYP. WHERE SHOWN
12
I
12
1 3
0
12
�, 13
�=RO 7 r=L r=\/AT 1 ON
SEE 67ENEERAL NOTES SCALES: 1/4" = 1'-0"
FR. I GHT r=J_1-0.0\'ANT 10N
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
BDRM. #5 P.L.
O
HARDI PANEL SIDING
TYP. WHERE SHOWN -
METAL FASCIA GUTTER
%MN
BRICK VENEER
INSTALL PER
MFG. SPECS
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Mar 04 2021
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
50L)AfRZE FOOTAC ES
MAIN
1552
L) =i=Efiz
15 71
707AL_
2�[05
C�Ai:; �_'Ar=,E
l 18
GOVEf;P_=D
58
FOfZZ, GH
G0\/ERE
I SO
FA71 O
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OE 1/2"
AND TO BE ON A GONTRASTIN(�
BAGKCGROUND PER I RG S 1 �i .1
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED OR
CEDAR OR PAINTED
Z. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
S. GLAZING PER STATE ENERGY GODS.
4. SEPERATE PERMITS ARE REGOU I RED
FOR FENCES, PLUMBING, MECHANICAL,
AND ELECTRICAL.
S. PROTECTION FROM DECAY IS RE0U I RED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
Z" ABOVE CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, AND S 1 M I LAR HORIZONTAL SURFACES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELEVATIONS FOR
TYP I GAL NOTES.
7. S.G. = SAFETY GLASS
APPROVED BY PLANNING
Mar 05 2021
City Of Edmonds
Building Department
Work NEW SFR
---------------------------------------------------
------------------------------------------------
Address 1006 WALNUT ST
-------------------------------------------------------
-------------------------------------------------------
Owner SELECT HOMES
------
I --------------------
Approved Date' 3/4/2021
Building Official W. W cvfAuLiL
Permit Number
BLD2021-0070
2512
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date : 8-Zvi-I-7
permit:
revisions:
drawn by:
LMD
checked by :
MWJ
��--iFEE FEET
I
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2017/ AFORA GROUP/
TU56AN RIDGE/
PLAN 2Q03
RECEIVED
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L
Fr
WRITTEN DIMEN51ON5 ON TH15 DRAWING SHALL HAVE PRECEDENCE OVER 50ALED DIMEN51ON5.
CONTRACTOR SHALL VERIFY ALL DIMEN51ON5, GONDITION5, ETC. PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS 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 RE5PON515ILITY FOR THE G05T TO RECTIFY SAME.
I
UPPER FLOOR P.L.
FIN. FLR. UPPER
MAIM r-I nnR P.L.
MAIN
I 1pp;=;p FLOOR P.L.
Z. UPPER
MAIN FLOOR P.L.
FIN. FLR. MAIN
R�/66%R E-EJ_�V/4,T 1 Oil
SEE GENERAL NOTES STALE: 1/4" = 1'-0"
LEEO` f ":T EEO`LEEO`\'ANT 10N
SEE GENERAL NOTES 5CALE: 1/4" = 1'-0"
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED OR
CEDAR OR FAINTED
Z. rAULIG AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
5. GLAZING PER STATE ENERGY CODE.
4. SEPERATE PERMITS ARE REG2U I RED
FOR FENGES, PLUMBING, MEGHAN I GAL,
AND ELECTRICAL.
5. PROTECTION FROM DECAY IS REOU I RED FOR ALL
WOOD SIDING AND WALL FRAM I NG LESS THAN
Z " ABOVE CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELEVATIONS FOR
TYP I GAL NOTES.
-7. S.G. = SAFETY 6-,LA55
2512
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date : 8-Zvi-I-7
permit:
revisions:
drawn by LMD
G%1eGiGec� by : MWJ
�f--if=— I=—T
A:2
O 3=
Aa
2017/ AFORA GROUP/
TUSCAN RIDGE/
PLAN 2G03
RECEIVED
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 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 COST TO RECTIFY SAME.
l
mw
SHEAR NOTE:
I. SX MATERIAL GAN BE USED FOR
ALL MUDSILLS
2. SET A DOUBLE 2X STUD BEHIND
EVERY 5THD14 HOLDONN GALLED OUT
ON THE FOUNDATION PLAN. SET HOLDONN
1/2" MINIMUM AWAY FROM WALL CORNERS,
WINDOW AND DOOR HEADERS. IT IS IMPORTANT
THAT THE FOUNDATION GONTRAGTOR HAS THE
MAIN FLOOR PLAN SHEET TO PROPERLY
LAYOUT HOLDONNS.
B. A M5T48 STRAP KITH (2) 1/2'' BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR
A MISPLACED STHD14 HOLDONN.
NOTES:
ALL HOOD IN GONTAGT NI TH GONGRETE
SHALL BE PRESSURE TREATED OR CEDAR.
PROVIDE GRANL DRAIN a LON POINT
IN GRANL5PAGE.
SOLID BLOCKING UNDER ALL BEARING HALLS.
SLOPE ALL GONG. STOOPS AND/OR PATIOS
1/4" PER FOOT ANAY FROM DOORNAYS.
— — — — — — — BEARING NALL ABOVE
FOUNDATION VENT GALGULATION
1552 SQUARE FEET - 8.88
150 .5-7
16 VENTS REQU I RED
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
HOLDDOINN SGHEDULf==
MARK
HOLDONN/
FASTENERS
1-100D MEMBER
ANCHOR
STRAP
TH I C,<NESS/SPEC I ES
REOU I RED
T-1
STHD 14/14 RJ
24-16d S 1 NKERS
(2) 2X4/2X6 STUDS
H =/SPi=
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
"=/SPi=
T-5
MSTA56
(26)-IOd
(2) 2X4/2X6 STUDS
i-fi=/SPE
2 2X4 2X6 STUDS
T-4
MSTG48B5
(58) - Od
Hi=/SPi=
T-5
HDUB-SDS2.5
(20) SDS 1/4"
(2) 2X4/2X6 STUDS
55TB28 (7/8")
X 2-1/2"
I +F/SPF
MIN. 24-7/8"
EMBEDMENT
T'CL)N=�AT 1 OBI: FLAN
SEE CGENER?.L NOTES
SG?.LE: 1/4" = P-O"
REG RE
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date: 8-2q-17
permit:
rPV15101'15:
drawn by: LM]D
GheGiGed by: MWJ
�+-ff:-:=�T
A5
AaO�
2017/ AEORA GROUP/
TU5GAN RIDGE/
PLAN 2a03
RECEIVED
Jan 21 2021
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 VARIATION5 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 COST TO RECTIFY SAME.
l
FOR ALL WALLS LESS THAN 5-0" TO THE
PROPERTY LINE
ONE HOUR EXTERIOR WALL
6A FILE NO. WP 510q- FIRE TEST WP 3510
(UL R3501-47, -48, UL DE516N U30q)
EXTERIOR SIDE: BASE LAYER 5/8" TYPE X GYPSUM
SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS
16" O.G. WITH 1-3/4" GALVANIZED ROOFING NAILS
4" O.G. AT VERTICAL JOINTS AND 7" O.G. AT
INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES.
JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED. FACE LAYER OF 1/4" CEMENT BOARD
SIDING FASTENED THROUGH THE SHEATHING INTO
THE STUDS. 3-1/2" UNFAGED 6LA55 FIBE FRICTION
FIT IN STUD SPACES
INTERIOR SIDE: ONE LAYER 5/5" TYPE X 6W5
APPLIED PARALLEL OR AT RIGHT ANGLES TO
STUDS WITH 6d COATED NAILS, 1-1/5" LONG,
O.OG15" SHANK, 1/4" HEADS, -1" O.G.
(LOAD BEARING)
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS a 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 -12" 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 DE\/IGES
ARE PROVIDED PER ASTM F 20ci0
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +60" OF 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
I F 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
A
LEGEND:
A8
BEARING WALL
— — — — — — BEARING ABOVE
FLOOR LINE ABOVE
C
PT. LD. POINT LOAD ABOVE
ABV.
1k
MULTIPLE 2x STUDS
a POINT LOAD
SMOKE DETECTOR
O
1 1 Off/ INTERCONNECTED
W/ BATTERY BACK-UP.
PER IRC, 314
OCARBON
MONOXIDE DETECTOR
PER I RC E315
GARAGE
NOTES:
I . GARAGE/LIVING SEPARATION, USE
5/5" 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 WITH SOLID OR HONEYCOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF CLOSING DEVIGE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
WALLS OR GE I L I NGS SEPERATI NG THE RESIDENCE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
HEATING NOTES:
+ INSTALL PER
ASHRAE GOA-88
+ 18" 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 +15" MINIMUM
ABOVE SLAB.
F I REPLACE NOTE:
'O' CLEARANCE F I REPLACE W/
DIRECT VENT
FACTORY BUILT FIREPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND SHALL HAVE
APPROVAL LABEL ATTACHED
5/8" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLAGES 4 STOVES MUST BE
D.O.E. APPROVED a BE TESTED,
GERTI F I ED $ LABELED AS SU I TABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
NAILING SCHEDULE, 4 DETA I L.S.
HOLDDOINN SCHEDULE=
MARK
HOLDONN/
FASTENERS
1-100D MEMBER
ANCHOR
STRAP
TH I C,<NESS/SPEC I ES
REOU I RED
T-1
STHD 14/14 RJ
24-16d S 1 NKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-I0d
(2) 2X4/2X6 STUDS
i-fE/SPF:
2 2X4 2X6 STUDS
T-4
MSTG48E35
(58) - Od
HE/SPF
T-5
HDUB-SDS2.5
(20) SDS 1/4"
(2) 2X4/2X6 STUDS
55TE328 (7/8")
X 2-1/2"
I +F/SPF
MIN. 24-7/8"
EMBEDMENT
NOTE:
ALL EXTERIOR WALLS NOT
GALLED AS SPEC I F I G SHEAR
WALLS ARE TO BE NAILED AT
PI-6"
I
5 SHELVES\Fo
T
11
DW SINK
5'-0" 41_
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LINE OF O.H. DOOR — — — — —
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_LINE _OF_O.H._DOOR
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IN UPRIGHT POSITIONACCESS
IN UPRIGHT POSITION
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2'-5" I'_q" 21_011 11_gll 3'-42" I6'-3" q�� 8�_3 1'-102"
14'-0" 5'-6" 30'-6"
50'-0"
I Combustion Air shall be provided to all I
fuel -burning appliances per IRC M1701.1
1�C�IN r—L00R FLAN
SEE GENERAL NOTES
SG?.LE: 1/4" = 1'-0"
2512
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date: 8-z�-17
permit:
rPV15101'15:
drawn
GheGiGed by : MWJ
�+--ff:—:: f:—::T
4
F=
AaO
201-1/ AFORA GROUP/
TUSCAN RIDGE/
PLAN 2g03
RECEIVED
Jan 21 2021
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 PROGEEDING. 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.
l
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 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 HAVE FIRE:
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +-I2"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
CONNECTED 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 APPLIANGES
LEGEND:
BEARING WALL
- - - - - - BEARING ABOVE
FLOOR LINE ABOVE
PT. LD. POINT LOAD ABOVE
ABA/. �(
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTERGONNEGTEO
W/ BATTERY BACK-UP.
PER IRG 314
OCARBON MONOXIDE DETECTOR
PER I RG 515
SHEAR NOTE:
SEE SHEET L I FOR SHEAR NALL
LOGAT IONS, SHEAR NALL
NAILING SCHEDULE, ff DETAILS.
HEATING EQUIPMENT AND ALL DUCTS TO
BE CONTAINED WITHIN HEATED ENVELOPE
"CEILING" DUCTS SERVICE MAIN
FLOOR AREAS "UPR FLR" DUCTS
SERVICE UPPER FLOOR AREAS
(VENTS IN FLOOR) IF DUCTS TRAVEL
THROUGH FLOOR OVER UNHEATED SPACE
(GARAGE, PORGHE5) THEN R-30 IN5ULATI
MUST BE PROVIDED UNDER HEAT DUCT
u
4x8 DF#2
Al I Milli T I Ia GT ITl /i /ll I IAAAIG
DRAFT5TOPPING NOTE:
DRAFT STOPPIN6 TO BE INSTALLED
TO ALLOW FOR LE55 THAN 1000 SOFT OF
OPEN AREA WITHIN THE FLOOR TRU55E5
PER IRG SECTION 502.12. USE 1.2"
INCH GYPSUM WALLBOARD OR 3/5" WOOD
STRUCTURAL PANELS PARALLEL
TO THE TRUSSES WHERE INDICATED. SEAL
ALL GAPS AND HOLES TO PREVENT THE
SPREAD OF HOT GASSES AND SMOKE
:IFY DRAIN LOCATIONS
PLUMBING SELECTED- ADD
SS AND OFFSET LAYOUT
MISS DRAINS IF NEEDED
L)FFEER T�-ILOOR Fli.AlkN
SEE GENERZAL NOTES SGALE: 1/4" = 1'-0"
REGI RE
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date:
permit:
revisions:
drawn by: LMD
GheGiGed by: MINJ
A5
AaO�
2017/ AFORA GROUP/
TU5GAN RIDGE/
PLAN 2a03
RECEIVED
Jan 21 2021
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 PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. 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.
l
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 6 OF#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 W 1 NrDOWS W 1 TH OPERABLE OPENINGS MORE
THAN -12" 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 PROTEGTION OEVIGES
ARE PROVIDED PER ASTM F 20,f0 OR R612.3
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 +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GAL/MIN.
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 RE0U I RED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
BEARING WALL
— — — — — _ BEARING ABOVE
FLOOR LINE ABOVE
PT. LD. POINT LOAD ABOVE
ABV. c
MULTIPLE 2x STUDS
® POINT LOAD
SMOKE DETECTOR
O
IIOV INTERGONNEGTED
W/ BATTERY BACK-UP.
PER IRG 514
OCARBON
MONOXIDE DETECTOR
PER I RC 515
SHEAR
NOTE:
SEE SHEET
L I FOR SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
HOLDDOINN SGHEDULf==
MARK
HOLDONN/
FASTENERS
1-100D MEMBER
ANCHOR
STRAP
TH I C,<NESS/Si=EG I ES
REOU I RED
T-1
STHD 14/14 RJ
24-16d S 1 NKERS
(2) 2X4/2X6 STUDS
Hi=/SPF=
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
HF=/SPF=
T-5
MST56
(26)-IOd
(2) 2X4/2X6 STUDS
Hi=/Si=F
2 2X4 2X6 STUDS
T-4
MSTG48B5
(58) - Od
Hi=/SPF=
T-5
HDUB-5D52.5
(20) SDS 1/4"
(2) 2X4/2X6 STUDS
5STB28 (7/8")
X 2-1/2"
I +F/SPF
MIN. 24-7/8"
EMBEDMENT
3
d
NOT
SHEAR
I LED AT
UFf=EER �1_00R FL./11% N
SEE CGENERAL NOTES SGALE: 1/4" = P-O"
REG RE
Af TEGT
6ARY ThIOMAS NASI-I
TATE OF 9TO
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date: 8-2q-17
permit:
revisions:
drawn by : LMD
GheGiGed by : MWJ
�+-ff:-:=�T
A&
AaO�
201-7/ AEORA GROUP/
TU5GAN RIDGE/
PLAN 2a03
RECEIVED
Jan 21 2021
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 VARIATION5 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 COST TO RECTIFY SAME.
l
SAVE PROTECTION PER IRG R502.1
IF EAVES ARE WITHIN 5'OF THE PROPERTY
LINE, THEN A ONE HOUR FIRE RES I STANCE
RATING IS REOU I RED IF THERE
ARE BIRD BLOCKING VENTS OR GABLE END
VENTS. IF THERE 15 SOLID BLOCKING AND
NO VENTS, THEN THE FIRE RES 1 STANCE RATING
GAN BE REDUCED TO ZERO HOURS.
AF50 ROOF VENT
LOCATIONS PER PLAN
SOLID BIRD
BLOCK I N6
AT WALLS 5'
OR LESS FROM
THE PROP. LINE
TRUSSES
PER PLAN
36 „
2X6
EXTERIOR
WALL
ONE HOUR EAVE DETAIL ( I F PLAN REOU I RES)
ROOF FRAMING NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
CONNECTORS SHALL BE ENGINEERED
BY TRUSS MANUFACTURER
ROOF PITCH SHALL BE AS NOTED.
ROOF OVERHANG SHALL BE 18" U.N.O.
2x6 OVERFRAMING
BEARING BELOW
DOWNSPOUT
TRUSS NOTE
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
SPEC 1 F I GATI ONS.
4. STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEPT. FOR APPROVAL AND SHALL
BE <EPT ON SITE FOR FRAMING
INSPECTION.
5. TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OR ENGINEERING
CALCULATIONS.
2x6 RAFTERS
24" O.G. ® FIREF
BUMPOUT-NO O\/E
WITH NO GUTTER
ROOF 1/ENT5
Table 1:
1 Roof Venting
ROOF VENTING CALCULATIONS
Roof Area:
2105 sq./ft.
Ventilation Required: 2105 sq./ft. x 144 sq./in./300 =
1010.4 sq./in.
50%
At 36" minimum Above Eave =
505.2 sq./in.
50%
At Eaves =
505.2 sq./in.
11
Roof Jacks @ 50 sq./in. Each =
550 sq./in.
0
Standard Comp Ridge Vent @ 17 sq./in./If. =
0 sq./in.
0
Metal Roof Ridge Vent @ 29 sq./in./If. =
0 sq./in.
0
Side Roof Half Vent @ 8.5 sq./in./If. =
0 sq./in.
0
Lineal Ft of Eave Venting @ 3.3 sq./in./If. =
0 sq./in.
[(3) 2" dla. Holes per block @ each bay]
0
Lineal Ft of Eave Venting @ 1.65 sq./in./If. =
0 sq./in.
[(3) 2" dra. Holes per block @ alt. bays]
0
Continuous Soffit Vent @ 10 sq./in./If. =
0 sq./in.
0
Gable End Vent (12 in. x 12 in.) x 70% =
0 sq./in.
0
Cupola Vent (30 in. x 32 in.) x 45% =
0 sq./in.
0
Gable End Vent (18 in. x 24 in.) x 70% =
0 sq./in.
0
Gable End Vent (24 in. x 24 in.) x 70% =
0 sq./in.
Total Venting @ 36" (min.) Above Eaves =
550 sq./in.
Total Venting @ Eaves =
0 sq./in.
TOTAL SWIN. OF VENTING PROVIDED =
550 sq./in.
05 D5
LATERAL NOTE:
NAIL ALL ROOF
SHEATHING AT
6" ON PANEL
EDOE5 AND ALONG
5UPPORTIN6 TRU55E5
ROOr_ FL-A.'N
CGENERAL NOTES
SGALE: 1/4" = 1'-0"
REG RE
A TEGT
6ARY ThIOMAS NASI-I
TATE OF WASHINCGTO
r.
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date: 8-2�—17
permit:
rPV15101'15:
drawn by : LMD
GheGiGed by : MWJ
�H f:-:= f
Am7
AaOi=
201-1/ AFORA GROUP/
TU5GAN RIDGE/
PLAN 2a03
RECEIVED
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
6. ALL TRUSSES SHALL HAVE SIMPSON
H-I CLIPS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
L30 AT MIOSPAN. USE SIMPSON STC
CLIPS AT NON -BEARING WALLS
Fr
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS.
GONTRAGTOR 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 GONDITIONS SHOWN ON THESE DRANIN&S. ANY SUGH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 KITH THE WORK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RESPONSIBILITY FOR THE COST TO REGTIFY SAME.
a
UPPER FLOOR P.L.
PIN. PLR. UPPER
WINDOW PER F
arEGT 1 ON �
SF:F: CGENF:R,AL NOTES SCALE: 1/4" = 1'-0"
2015 .MINAS I N.�TON. STATE ENERC::7-,' G01:)E
*GL I MA7F- ZONE: 5 ANiD M-IAR I NE: 4*
FENESTRATION
SKYLIGHT
GLAZED
FENESTRATION
CEILING
WOOD FRAMED
FLOOR
BELOW GRADE
SLAB R-VALUE
U-FAGTOR
U-FAGTOR
SHOD
R-VALUE
WALL R-VALUE
R-VALUE
WALL R-VALUE
AND DEPTH
0.50
0.50
NR
R-4q
(R-58 VAULTED)
R-21
R-50
10/15
R-21 +TB
R-10, 2 FEET
H\/A�
TABLE 406.2 ENERGY CREDITS
HOUSES BETWEEN 1500 SOFT AND 5000 SOFT
REQUIRE 3.5 CREDITS
��OPTION
(5A HIGH EFFICIENCY HVAG EQUIPMENT
GAS F I RED FURNACE WITH A
MINIMUM AFUE OF q4%
6 HIGH EFFICIENCY HVAG DISTRIBUTION SYSTEM
ALL HEATING AND GOOLING SYSTEM
COMPONENTS INSTALLED INSIDE THE
CONDITIONED SPACE. THIS INCLUDES
ALL EQUIPMENT AND DISTRIBUTION
SYSTEM COMPONENTS SUCH AS FORGED
AIR DUCTS, HYDRONIG PIPING, HYDRONIG
FLOOR LOOPING, CONVECTORS AND
RADIATORS. ALL COMBUSTION EQUIPMENT
SHALL BE DIRECT VENT OR SEALED
COMBUSTION
FOR FORGED AIR DUCTS: A MAXIMUM OF
10 LINEAR FEET OF RETURN DUCTS AND
5 LINEAR FEET OF SUPPLY DUCTS MAY BE
LOCATED OUTSIDE THE CONDITIONED SPACE.
ALL METALLIC DUCTS LOCATED OUTSIDE THE
CONDITIONED SPACE MUST HAVE BOTH
TRANSVERSE AND LONGITUDINAL JOINTS SEALED
WITH MASTIC. IF FLEX DUCTS ARE USED, THEY
CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS
MUST BE MADE WITH NYLON STRAPS AND INSTALLED
USING A PLASTIC STRAPPING TENSION TOOL.
DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE
MUST BE INSULATED TO A MINIMUM OF R-5
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
BB EFFICIENT WATER HEATING
WATER HEATING TO BE GAS FIRED WITH
A MINIMUM EF OF 0.74
GREDIT(S) L� I CSH7 6
SECTION 404 - ELECTRICAL POWER 8 LIGHTING 5Y5TEM5
404.1 Interior Lighting: A minimum of 75 percent of all
1.0 luminaries shall be high efficacy luminaires. See note on elec. plan
M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS.
1.0 THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SYSTEMS SHALL BE THE
COMBINATION OF ITS DELIVERED GAPAGITY FROM TABLE
M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY
FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2)
X V� L7RA7I 0N'
BUILDING AIR LEAKAGE TEST IS REQUIRED PER
WSEG R402.4.1.2
MEGHANIGAL DUGTS ARE REQUIRED TO BE SEAL TESTED
IN AGGORDANGE WITH WSEG 505.10.5 AND 601.1
DUCT INSULATION PER 2015 WSEG R405.2.1
DUCT 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 DUCT SYSTEM
AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE AIR
LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND
EFFIGIENGIES OF HEATING, GOOLING, AND SERVICE WATER
o.5 HEATING EQUIPMENT PER WSEG R401.5
HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM
OF R-10 INSULATION.
GORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE
FULLY INSULATED.
1.0 THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN
A CONTINUOUS AIR BARRIER PER TABLE R402.4.1
!I INS. o
ERIOR WALLS
CON7I NUOUB AHOLE HOSBE YECHAN I CAL VEN71 LA71 ON 5''57EM AIRFLOW RA7F- REOU I REMEN75
DWELLING UNIT
NUMBER OF BEDROOMS
FLOOR AREA
0-1
2-3
4-5
6-7
>7
(SQUARE FEET)
AIRFLOW IN GFM
< 1,500
30
45
60
75
q0
1,500 - 3,000
45
60
75
q0
105
5,001 - 4,500
60
75
q0
105
120
4,501 - 6,000
75
q0
105
120
135
6,001 - 7,500
90
105
120
135
150
> 7,500
105
120
135
150
165
FOR 51: 1 SQUARE FOOT = 0.0929m2 I CUBIC FOOT PER MINUTE = 0.0004719m 5/9
REGI EKED
AlTEGT
CGARY TF-IOMAS NASH
TATE OF WASHINGTO
��
cv
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date:
8-zq-I-7
permit:
revisions:
drawn
by : LMD
checked by: MWJ
�f-+��T
Aa
O F=
Aa
2017/ AFORA GROUP/
TUSGAN RIDGE/
PLAN 2g05
RECEIVED
L
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER 56ALED DIMENSIONS.
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. 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 5UGH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
51M
AN(
SHEAR J NALL SOHF-:�ULF-
PER 2015 150
ISENERAL NOTES:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END
OF THE DESIGNATED WALL.
ALL HOLDOWN5, ANCHOR BOLTS, WASHERS, & NAILS IN CONTACT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE SIDE PLYWOOD
P2 = TWO SIDES PLYWOOD
7/I6"
NAIL SPAGIN6
TOP 8 BTM.
ANCHORS
BLKG.
SILL
OPTIONAL
BASE
HEM FIR #2
MARK
PLATE
51MF50N MA5AP
PLATE
VALUE
PLYWD.
EDGES FIELD
PLATES
dye,10
REQ D'
ANCHOR BOLT
ANCHORS
NAILING
(#/LF)
PI-b
8d
6111211
6111all
O.G.
2x4
5/811 @ 48
® 48 ff ENDS
(2) I6d (9 10
240
PI-4"
8d
4"
1211
4"
16" O.G.
2x4
5/8" ® 52"
9 30" d ENDS
(2) I6d ® -I"
34Oi
PI-511
ad
3"
1211
3"
14" O.G.
(2) 2x4/6
5/5" I9 24"
(9 24" $ ENDS
(2) 16d 9 5"
450
PI-2" **
8d
2"
1211
2"
12" O.G.
(2) 2x4/6
3/4" ® 24"
(g 18" a ENDS
(2) I6d ® 5"
585
P2-6"
8d
6"
1211
6"
10" O.G.
(2) 2x4/6
5/8" 9 24"
N/A
(2) 16d 9 5"
450
P2-4"
8d
4"
1211
4"
8" O.G.
(2) 2x4/6
3/4" @ 20"
N/A
(5) I6d 9 5"
700
P2-3" **
8d
3"
1211
3"
a" O.G.
(2) 2x4/6
3/4" ® 16"
N/A
(4) I6d ® 5"
QOO
P2-2" R
8d
2"
1211
2"
8" O.G.
(2) 2x4/6
3/4" @ 12"
N/A
(4) I6d 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 5DPW5-200b
PER SPECIAL DE51ON PROVISIONS FOR WIND AND SEISMIC, CHAPTER
4.5.1.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH
Ibd NAILS Ip 12" O.G. 5TAGERRED ON THE STUD FACE
I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR WALL NOTES
7/I6" 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 SPECIFIED AT PANEL ED&E5, 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 OPENINGS AND EXTERIOR WALLS SHALL BE
GROSS BLOCKED AT 48" O.G. @ EDGES W/ (4) IOd NAILS FOR THE FIRST BAY.
3" x 3" x 1/4" SQUARE 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. - 280 #/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. - 3ci0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
b" O.G. - 620#/ft.
FIELD SPAGIN6: 12" O.G. NAILS ff STAPLES.
HOLDOWN5 - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWN5 AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, 51MPSON 5TH014 OR USP STADI4 SIMP50N MST36 OR USP MSTI36
SIMP50N MST48 OR USP KST248 SIMP50N HOUR OR USP TOXIO 0/6" ANCHOR BOLT
MIN.
SIMP50N MSTG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (5) 2x4(6))
1 "--' A-3rJ CLIP
2x BLOGKIN6
DROP TOP CHORD OF TRU55
TO ACCEPT 2X6 OUTLOOKER
Ibd NAIL EA. SIDE
GABLE - END TRU55 PER PLAN
TRUSSES OR RAFTERS
PER PLAN
SHEATHING 4 NAILING PER
SHEAR WALL SCHEDULE
OVERHANG 8 FA5GIA
2x STUD WALL o 16" O.G.
7100P I OAL SHEARAALL TO ROOF CONNECTION
1-10 1/2"
t2x �TOPE
— NAIL SHEATHINS TO
HEAoez • s•04. INK
SHEARWALL PER PLAN
5THD HOLDOWN PER PLAN
3/4" MIN. TdC6 PLYWOOD 5UB-FLOOR
GLUED 4 NAILED - NAIL ® 6" EDGE
4 12" FIELD W/ IOd NAILS
BOTH SSIDES
F -
FLOOR J015T
POST
PER PLAN BOTTOM PLATE NAILN6
I I
PER SHEAR WALL SGHEDULE
%Erg 1
P.T. SILL PLATE W/
PANEL 1 1 CONNECT PLYWOOD =
ANCHOR $OLTS PER
Wi ea NAILS a B' 04.
TO ALL 5TUDs, PLATES
SHEAR WALL 5GHEDULE W/
I I e HEADERS rth eaSIDES
I I
-
3"x3"A/4" 50. WA51-ER5
APA RATED SHT6.
O
1 W MIN. 24/0 EXP. I
(1) #4 GONT. TOP
FINISHED GRADE
HOLDDOYfI PER PLAN
TO CONCRETE
or
a
—I- Sx PLATES
04 HORIZ NAIL SFEATHINS
— TO EACH PLATE
• 12' oa.
Z
a o
5EE DETAIL 2/61 Z
g•• x IS• A.B. YV
V V 3'x3'xV4' PLATE
FOR STEEL LAYOUT
Clow, STEM cWAS ER 7KAU
INEEIX ENT
—
(S) :4 veincALs -
d
TOP or- SLABj
4
j
4
� s
coNr. r-oonNs
Q— � —
a
ER PLA
H 1 GH STr=M AALL
LATERAL RESTRAINT PANEL
SGALE: N.T.S.
2x STUD/SHEAR WALL;
NAIL PER PLANS, 5EE
SHEARWALL SCHEDULE
51MPSON MST STRAP;
SEE PLAN FOR SIZE
STHn HOLMOAN (g POUNnATION
SCALE: N.T.S.
Ll/L
FLOOR JOIST
PER PLAN
PER PLAN
@ 16" O.G.
IOd NAILS
SHEAR WALL
® 6" O.G.
BOTTOM PLATE
NAILING PER
5HEARWALL
SCHEDULE
51 MP50N
A55 PER
51MP50N TIE STRAP
SHEARWALL
BOTTOM PLATE
PER PLAN TO
SCHEDULE
NAILING PER
SHEAR WALL
DOUBLE STUDS
SCHEDULE
BEAM PER
PLAN
BLOGKING BETWEEN
L LVL
FLOOR JOISTS
JOIST @ 32" O.G.
PER PLAN
PER PLAN
2x STUD/SHEAR WALL;
NAIL PER PLANS; SEE
SHEARWALL SCHEDULE
OPPSrET SHEAR MALL CONNECTION
PLYWOOD ROOF SHEATHING
2x4 BLOCKING
2x6 BLOCKING BETWEEN
TRU55E5. NAIL BRAG I NG
TO BLOGKIN6 W/ 4-I6d
(2) Ibd EACH END OF BLOGKIN6 TRU55
TO TRU55E5 S.W. TC
BLOGK
I6" O.0
TRU55E5 PER PLAN
2x6 V - BRACE a 8'-0" O.G.
(2) 2x TOP PLATE
A35 ANCHOR
V - BRACE TO WALL PLATES
2x STUD / SHEAR WALL
PER SGHEDULE A35 G
® 24"
5HEAR AALL PERPENOIOULAR TO TRUSS
5CALE: N.T.S.
IOd a 4" o.c. - ROOF
5HEATHING TO TOP
CHORD TRUSS.
PLYWOOD ROOF
SHEATHING
TRUSSES
PER PLAN
OR
CONTINUE
SHEAR WALL
TO ROOF
SHEAR WALL
PER SGHEDULE
A35 AI — w
16" O.G. TO BEAM
, 5Hr=AR,kNALL TO 5EAM CONNECT 1 ON
IOd 0 4" O.C. n^^�
SHEATHING T
CHORD TRUS
5/4" PLYWOC
2 ROW5 Ibd
NAILS ® 6" c
PLYWOOD TC
TOP PLATE
, 5HEAR AALL PARALLEL TO TRUSS
SCALE: N.T.S.
PLYWOOD ROOF
SHEATHING
TRUSSES
PER PLAN
2X NAILER -
NAIL TO BOTTOM
CHORD W/ I6d
6" o.c.
I6d a 4" o.c.
PLYWOOD
TO NAILER
SHEAR WALL
PER SCHEDULE
2512 REG I ERE
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TATE OP WASHIN6T0
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date:
permit:
revisions:
drawn by:
LMD
checked by :
MWJ
O�
2017/ AFORA GROUP/
TUSGAN RIDGE/
PLAN 2403
RECEIVED
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SG?.LE: N.T.S.
Sr?ALE: N.T.S.
SC ?ALE: N.T.S.
WRITTEN DIMEN51ON5 ON TH15 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR 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 5UGH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RE5PON515ILITY FOR THE 005T TO RECTIFY SAME.
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'6. W/ '
2" SGREENED VENT
HOLES WITH 1/4"
GORRoSION RESISTANT
METAL MESH GOVERIN6
FIN. FLR.
TOP PL.
(2) 2x TOP PLATE, LAP CORNERS,
OFFSET END JOINTS BY 48"
-/6" OSB. OR PLYWD. SHEATHING.
NAIL 6" EDGE, 12" FIELD WITH Sd
NAILS UNLESS NOTED OTHERWISE
2x STUDS a 16" O.G. TYP.
SIDING W/ WEATHER
RESISTANT BARRIER BEHIND
SEE PLAN FOR SIDING TYPE
2x BOTTOM PLATE
2x P.T. SILL
F I N. FLR. _
Z
4"(P D.S. T16HTLINE, POSITIVE
DRAIN TO STORM SYSTEM
FIN. GRADE TO SLOPE
AWAY FROM BUILDING
4"(P PERF. FOOTING DRAIN TILE
W/ GLOTH GOVER S GRANULAR
COVER AS REG'D. BY SOIL
GOND I TI ONS
RWAR PLAGEF`IIWT PER
DETAIL #2 ABOVE
FAI
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD
SHEATHING; 8d o 6"O.G. EDGE
Sd ® 12" O.G. FIELD
(7/16" OSB AGX PLYWD @ EVES)
MIN. 15# UNDERLAYMENT
NAIL 6" EDGE, 12" FIELD
WITH 8d NAILS, U.N.O.
APPROVED TRUSSES BEARING
MANUFACTURER'S SEAL.
SEE ROOF FRAMING PLAN
FOR SPAGIN6
INSLULATE PER WSEG.
L= I V I NO AREA
FIRE BLOCK ALL VERT GAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
ENGINEERED JOISTS, SIZE AND
SPAGIN6 PER PLAN OR 2X JOISTS
%2" GYPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER @ WALLS
AND GEILIN65
Ll\/INC� AREA
FIRE BLOCK ALL VERTICAL
OPENIN65 IN WALLS AT
PLATES AND FLOORS
Sg"X 10" ANCHOR BOLT W/ 3"X3"X"
PLATE WASHERS @ 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. EXGEPT
SHEAR WALLS - SEE SHEAR WALL
NAILING SGHEDULE.
3/4" T$6 PLYWOOD SUB -FLOOR
(GLUED $ NAILED) NAIL 6" EDGE,
12" FIELD W/ IOd NAILS.
48" MAX.
UNBAL4NGED
(TALLER WALLS PER PLAN)
REBAR PLACEMENT
SEE DETAIL #2 ABOVE
2x P.T. SILL
2x12 BLOGKIN6
BETWEEN RAFTERS ---\
PROVIDE Ii2" MIN.
BEARING AT RAFTER
ENDS
2x RAFTER
SIZE $ SPAGIN6
PER PLAN
RIDGE BEAM PER PLAN
"S I MPSON" HI GL I P (9 RAFTER TO TOP PLATE
4 7YF. RA�TF.R FRAM I N6
CSCALE: N.T.5.
5/e"X 10" ANCHOR BOLT N3"X3"X
1/4 " PLATE WASHERS @ 48" o.c. NO
LESS THAN 442" 4 NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT
SHEAR WALLS - SEE SHEAR WALL
NAILING SGHEDULE.
II #4 REBAR @) I6" O.G. HORIZONTAL
Q
a
#4 REBAR (g 48" O.G. VERTICAL
#4 REBAR
W "J" BAR
ALL FOOTINGS TO BEAR ON
BEARING SOIL
WALL GREATER THAN 4'-0" PER PLAN
2 5TD . FOU�IDAT 1 Oil DATA I L.
6I SCALE: N.T.S. PER IRG R403.1.3 #5
I NSLULATE PER WSEG.,
SEE FOUNDATION PLAN
FOR BEAM SIZE ff
POST SIZE / SPAGIN6
90# FELT
J a
a
6 MIL. POLY VAPOR BARRIER
0
m ALL REINFORGEMENT
MUST BE TIED IN PLAGE
FOR FOUNDATION INSPEGITON
SEE FOUNDATION PLAN
FOR FTC. / FDN. SIZE
ALL FOOTIN65 TO BEAR ON
BEARING SOIL
a a
a
TOP FLANGE JOIST
HANGER PER PLAN
SOLID BLOGKIN6
BR&. WALL ABOVE TYP.
ENC71 NEERED JOISTS, SIZE
5PA6IN6 PER PLAN,
iJ
2x4 GUSSET EA. SIDE
z
SIMPSON" A24
GLIP POST TO GONG.
SEE FOUNDATION PLAN
FOR PAD SIZE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
Z
2x BLOGKIN6, W/ VENT
HOLES, FROM ROOF SHEATHING
TO WALL TOP PLATE
GUT TAILS TO
MATGH TRUSSES
HANDRAIL:
GRIP 1%4" - 2"
PROJECTION FROM
WALL NO LESS
THAN 1%2".
OPEN RAIL:
OPEN SPAGE BETWEEN
PIGKETS SHALL BE
LESS THAN 4" GLEAR -
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONCE IN TOP d BOTTOM
OF RUN BETWEEN STRINGERS
$ ALONG 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)
\\ 57A I R I:)ETA I L. - 7Y`1= 1 CAL.
C� SCALE: N.T.S.
a
REBAR PL.AGEMENT PER
DETAIL #2 ABOVE
4" GONG,
4" &RANI
TYF I CAL! ^ALL! SEC71 CN5
C� SCALE: N.T.S.
STAIR NOTES:
RISER HE 16HT = -7-5/4'' MAX
TREAD DEPTH = 10'' MIN.
REBAR PLACEME PER
DETAIL #2 ABOVE
NASH 4 ARCHITECTS
GENERAL NOTES:
I. All construction per applicable codes and ordinances.
2015 IRG, IBG.
2. Verify all dimensions on job site. Bring discrepancies
to the attention of Owner and/or Designer.
3. Owner Will verify window sizes and manufacturer(s) with
framer before start of construction.
4. One window per bedroom shall meet egress code.
5. Skylight glazing per 2015 IBG.
6. Trus5 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 a5
noted on plan. Double joist (or extra TJI) under all non -
bearing parallel Walls.
a. 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 (6155 per ASTM A(953); Hot Dip
6alvanze (ASTM A123 for connectors and ASTM155 for
fasteners and anchors.
II. 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 POND GEOGRAPH I G
DESIGN CRITERIA:
TERMITE:
DECAY:
WINTER DESIGN TEMP:
IGESHIELD REG2UIREDSLI&HT TO MODERATE
FLOOD HAZARDS: SLIGHT TO MODERATE
AIR FREEZING INDEX:17°
MEAN ANNUAL TEMP: NO
2005 IGG2 FIRM
250
DESIGN DATA: 50
ROOF LOADS: LL 25#/SF (SNOW)
DL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/SF
DL 10#/SF
TOTAL 50#/SF
DEGK LOADS: LL 60#/SF
OL 10#/SF
TOTAL 70#/SF
SOIL 1500 PSF
CONCRETE: 2500 PSI AFTER 28 DAYS
(5%2 SAGK MIX)
-5000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORCHES, 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
R602.3(I)
WIND: 85 MPH
SEISMIC: ZONE - D
V = see design calculotions(Wdl)
WEATHERING POTENTIAL: MODERATE
FROST LINE: 12"
E.F.P.: 45 PSF
4" BEAM: DOUGLAS FIR #2
fv = 180
fb = QOO PSI
E = 1,600,000
6" BEAM: DOUGLAS FIR #2
fv = 170
fb = 875 PSI
E = 1,300,000
4" POST: DOUGLAS FIR #2
Fr- II = 1350 PSI
E = 1,600,000
6" POST: DOUGLAS FIR #2
Fc II = 700 PSI
E = 1,500,000
JOISTS d RAFTERS HEM FIR #2
STUDS: fv = 150
fb = 850 PSI
E = 1,500,000
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:
T46 PLYWOOD OR OSB APA RATED
5TURD-I-FLOOR 16" O.G., 5/4"
WALL ff ROOF SHEATHING:
APA RATED SHEATIN6 24/16 7/16"
2512 REGI ERE
\
?. TEGT
7
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date:
8-201-1-7
permit:
revisions:
drawn
by
�by:
LMD
G%1eGiGed
M1NJ
OF=
61
2017/ AFORA GROUP/
TUSCAN RIDGE/
PLAN 2903
RECEIVED
Jan 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ILI=