APPROVED BLD BLD2020-1129+Architectural_Plan+10.21.2020_1.38.32_PMFr
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.
BUILDING HEIGHT
0 225.5'
NOTES:
I. ALL WOOD EXPOSED TO NEATHER
SHALL BE PRESSURE TREATED, FAINTED OR
CEDAR.
Z. r,AULK AND SEAL ALL NINDON/DOOR
AND EXTERIOR ENVELOPE 2X8 FASCIA BOARD
PENETRATIONS.
W/ METAL GUTTER
5. GLAZING PER STATE ENERGY CODE.
4. SEPERATE PERMITS ARE REOU I RED `� MAIN TOP IF-
FOR FENCES, PLUMBING, MECHANICAL,
AND ELECTRlrAL.
5. PROTECTION FROM DECAY IS REQUIRED FOR ALL
HOOD SIDING AND WALL FRAMING LESS THAN
Z" ABO\/E CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, ,AND SIMILAR HORIZONTAL SURFArES
EXPOSED TO THE NEATHER p
I
6. REFER TO ,ALL ELE\/ATIONS FOR s
TYP I C,AL NOTES.
-7. S.G. = SAFETY GLASS
MAIN 5U5 PLR.
� 20�1.0'
FLASHING, NOTE
,APPRO\/ED CORROSION-RES 1 ST.ANT FLASH I NG
SHALL BE ,APPLIED SHINGLE FASHION IN SUCH A
MANNER TO PRE\/ENT ENTRY OF N,ATER INTO THE
NALL CA\/ITY OR PENETRATION OF HATER INTO
THE BUILDING STRUCTURAL FRAMING COMPONENTS
THE FLASHING SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR NALL FINISH. AFFRO\/ED CORROSION
RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOC-ATIONS:
I. EXTERIOR NINDON AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
NALL FINISH OR TO THE NATER RESISTI\/E BARRIER FOR SUBSEQUENT
DRAINAGE
Z. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRI'
CONSTRUCTION KITH FRAME OR STUCCO HALLS
5. UNDER AND AT THE ENDS OF MASONRY, HOOD, OR
METAL COPINGS ,AND SILLS
4. CONTINUOUSLY ,ABO\,/E ,ALL PROJECTING WOOD TRIM
5. NHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACCH
TO A NALL OR FLOOR A5SEMBLI' OF HOOD FRAME
CONSTRUCTION
6. AT NALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
SaUAi;,:'F-
FOOTACGES
MAI N
1,-71-'::f I
LOWF-f;P-
1,21cf
TOTAL
5,010
GOV�i��D 21 I
D�GiGS
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH KITH A
MINIMUM STROKE NIDTH OF 1/2"
AND TO BE ON A CONTRASTING
BAC,<(GROUND PER I RC 51 ci .1
ASPHALT COMP. SHINGLES
ON 15# FELT
0
0
2XIO BARGE BOARD
W/ IX5 TRIM AT
&ABLE ENDS
BAST r=Lr=\"AT 1 ON
SEE GENERAL NOTES SGALE: 1/4" = I'-O"
^r=ST r=L r=\/�T 1 ON
SEE GENERZAL NOTES
5C,ALE: 1/4" = 1'-0"
-13
HORIZONTAL SIDING
WITH 12" REVEAL
Ix4 CORNER
�71
REG I5TERED
ARCH I TEGT
MIGH EL YNE JOHN50N
STATE OF WASHINGTON
N
M
M
0
U
W
Qu
vJ
l
U
o�
Z
F-�-I
>
00
00
M
O
0
00
�z
r
m
}r60
m�Or
U
VJ
O
UL
tu
<oz
o
tu
N
L
date: 2-12-20
permit:
revisions:
drawn by:
check-ed by:
LMD
MWJ
5+-4 F= F-:::-F
I
O�
I�
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.
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL E3E PRESSURE TREATED, PAINTED OR
CEDAR.
2. CAULK AND SEAL ALL W I NDOI^i/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
3. 6LAZ I NG PER STATE ENERGY CODE.
4. SEPERATE PERMITS ARE RE0IJ I RED
FOR FENCES, PLUMB 1 NG, MECHAN I GAL,
AND ELECTRICAL.
S. PROTECTION FROM DECAY IS REOU I RED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
2" 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
E
1
MAIN TOP ff-
IX4 GO
MAIN SUB PLR.
LOWER TOP fE
LOWER SLAB
I
Zltzlellifol�
MAIN SUB f
LOWER TOf
LOWER SLA
LRI VIA YLIILLI�
INSTALL PER
N O R T i- r= LE-m-2\/ A T I ON
MF6. 5PEG5
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
SOUTH r=L�\//4lk7I ON
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
A 12871
I\\/> REGISTERED
ARCHITECT
MIG�1'�'rNr=O O
H ELHNSN
STATE OF NASHINGTON
C`
r ^
cq
N
W
T
�
N
(n
11L�_1
M
O
U
W
Q
Q
z
H
In
U
W
�
z
00
00
0
00
IW O
r
m
E
}ram 0
0
I
m�Or
U
VJ
o
OL
mtu�
:z
o
OL
tu
N
0
L
date: 2-12-20
permit:
revisions:
drawn by :
GheGiGed by
LMD
: MWJ
�4-4F= F=-F
O�
Aa
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.
SHEAR NOTE:
1. SX MATERIAL GAN BE USED FOR
ALL MUDSILLS
2. SET A DOUBLE 2X STUD BEHIND
E\/ERY STHDI4 HOLDOWN GALLED OUT
ON THE FOUNDATION PLAN. SET HOLDOWN
1/2" MINIMUM AWAY FROM WALL GORNERS,
WINDOW AND DOOR HEADERS. IT IS IMPORTANT
THAT THE FOUNDATION GONTRAGTOR HAS THE
MAIN FLOOR PLAN SHEET TO PROPERLY
LAYOUT HOLDOWNS.
S. A MST48 STRAP W 1 TH (2) 1/2" BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR
A MISPLAGED STHDI4 HOLDOWN.
NOTES:
ALL WOOD IN GONTAGT WITH GONGRETE
SHALL SE PRESSURE TREATED OR GEDAR.
PROVIDE GRAWL 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 \/ENT CALCULATION
450 SQUARE FEET = 1.45
500 .57
5 \/E:NTS REQU I RED
* * * SHEAR NOTE:
SEE: SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR NALL
NA I L I NCG SGHE:DULE:, $ DETAILS.
HOLIDIDOWN SGHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
THICKNESS/SPECIES
REQU I RED
T-1
STHD 14/14 RJ
24-16 d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)- I &d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-I0d
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTC-48E35
(58)- I Od
HF/SPF
T-S
I ID1E3
(S)- S/4"
S-1/2" MIN.
SSTE328 (7/8")
"
DF/SP
MIN. 24--7/8
EMBEDMENT
u
5o l -0"
16'-0"
3011x30"x I O"
GONG. FTC.
30"x30 "x I O"
GONG. FTC.
W/ (2) #4 E.W.
W/ (2) #4 E.W.
— W/ bx(o POST
— W/ bxb POST
5IMP50N PB66
5IMP50N PB66
I
J
I I
-J L
4" GONG. SLAB ON
4" GRAVEL FILL ON
-
COMPACT EARTH
PI-3" PI-3" PI-3"
PI-3"
30"x30"xl0"
SLOPE 1/4"/FT. 3
STUDS U) 3x STUDS 3x STUDS
3x STUDS
FTC.
#4 STUB STEEL
T�
PLATES 8 PLATES i PLATES
T� T�
4 PLATEGONG.
T�
W/ (2) #4 E.W.
18" O.G. MAX.
�'� C'�
�'�
�'�
— — — —
MP50N PB66
2
PI-3" T LI PI-3"
�4.' 3;C STUDS K' I 1 1 y 3>4 STUDS
y j
_ _ ff�FLIAT�S
_[PLATS -i
— — — — —
J
4" GONG. SLAB ON
4" GRAVEL FILL ON L -
COMPACT EARTH
- — —
-
SLOPE 1/4"/FT.
#4 STUB STEEL
® 18" O.G. MAX.
I
ILI)
I
15 -7
12 -10
2-I'-0211
I
�
Ll
16'-4"
NOTE:
24"x24"x 1 O"
1. 4" GONG. SLAB ON
;,--'—CONG. FT6.
r
4" GRAVEL FILL ON
A W/ (2) #4 E.W.
GOMPAGT EARTH.
18X6 STRIP FOOTING
BARRIER.VAPOR
W/ 2-#4 CONTINUOUS—
2. R-10 RIDGID INS. a
—?
— — _ — —
_
PERIMETER B
--
EDGE, 24"TOTAL.
30"x30"xl0"
F- GONG. FTC.
N1 (3) #4 E
w . r
<
v
30 "x30"x I O"
S
GONG. FT6.
— — —V//V)"
— —
W/ (3) #4 E.W.
26 DOOR
I
BUCK OUT
48" MAX HEIGHT
WALL TOP OF
SLAB TO TOP OF
GRADE IN GRAWL
SPAGE
GRY�IL S�' G
R-10 R10610 INS.
4" GONG. SLAB ON ° FURNACE RM.
6 MIL. BLACK VAPOR
4" GRAVEL FILL ON
BARRIER TO TOP OF FT6.
GOMPAGT EARTH.
W/ 6 MIL VAPOR
W/ 12" LAP @ ALL SEAMS
BARRIER.
R-10 RIDGID INS.
I
o PERIMETER
4x4 P.T. POST (4x(o ® BEAM
SPLICES) ON q0# FELT ON
18"x18"xl0" GONG. FT6. U.N.O.
4x 10 DF#2
— — — T -------------Pl--
L
° ;NIN
Ae
4x10 DF#2
Y
S
FDTN. VENTS, T'P. 4" GONG. SLAB ON
30"x30"x10"
30"x30"xl0"
18"xb" SCREENED 4" GRAVEL FILL ON
GONG. FT6.
GONG. FT6.
3 REQUIRED GOMPAGT EARTH
W/ (3) #4 E.W.
W/ (3) #4 E.W.
SLOPE 1/4"/FT.
#4 STUB STEEL
G;,AR `OE
18" O.G. MAX.
4 GONGRETE SLAB SLOPE
4" TO OVERHEAD DOOR
6RGARA6E FILL UNDER
I I
I I
I I
I I
SLOPE 3" TO DOOR
I
I
I
I
I I
I I
I I
LI
I
I
I
LI
GONT. FOOTING
GONT. FOOTING
L -----
@ O.H_DOOR
----
--- @ O.H. DOOR -- J
I
EDGE
OF SLAB
— — —
—SLAB— — — — — — —
— — —EDGE
—
3 STUD
STUD
ff PLATES
$ PLATE
I'-102oo
I'-102
16'-311
9 81-511
15'-0"
b'-o"
2a'-O"
50'-O"
r-0LN=�AT 1 ON I=l./A%N
SEE GENERAL NOTES SCALE: 1/4" = I'-O"
�71
REGISTERED
ARCH TEGT
MIGH EL YNE J10HN50N
STATE OF WASHINGTON
W
N
N
O
U
W
Qu
o�
U
Z
W
W
M
O
O
W
^�z
r
m
E
}r60
m�Or
U
J
O
tu
()
>
t-
<OZ
tu
0
L
date: 2-12-20
permit:
revisions:
drawn by:
check-ed by:
LMD
MJNJ
S +-4 E-= E� -F
/4� 5
OF= /ilk a
I�
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.
O
I
Q
NOTES:\(o
0��J
ALL EXTERIOR WARM WALLS TO BE
p Q
2 X 6 STUDS ® le," O.G. TYPICAL.
,�0
\ &)/
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 WSEC
_
FOR WINDOWS WITH OPERABLE OPENINGS MORE
THAN 72" ABOVE THE FINISHED GRADE OR SURFACEBELOW,
THE LOWEST PART OF THE CLEAR OPENINGSHALL
BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS:FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT
/6�z
PASS THROUGH OR WHERE FALL PROTECTION DEVICESARE
PROVIDED PER A5TM F 20ciO OR Rh12.3
SOLID BLOCKING UNDER ALL BEARING P
a
WALLS. A8
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING 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 15 LIMITED TO 1.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
GONNEGTED TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LE:NOTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REOUIRE:D FOR ALL
FUEL BURNING APPLIANCES
m
in
HEATINCG NOTES:
+ INSTALL PER
ASHRAE GOA-88
+ 18" PLATFORM
OF 2 LAYERS
3/4" PLYWOOD
(I LAYER IF PLATFORM
IS ON SLAB)
+ SEE HEATING NOTES
O
OPTIONAL NOTES:
RAISE ALL PILOTS, BURNERS
AND 5WITGHE5 +18" MINIMUM
ABOVE SLAB.
F I REPLACE NOTE:
'0' CLEARANCE FIREPLACE W/
DIRECT VENT
FACTORY BUILT FIREPLACE SHALL
N
BE INSTALLED PER MANUFAGTURER'5
SPEGIFIGATION5 AND SHALL HAVE
APPROVAL LABEL ATTAGHED
5/8" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLAGES B STOVES MUST BE
O.O.E. APPROVED $. BE: TESTED,
CE:RTIFIE:D 4 LABELED AS SUITABLE:
FOR USE DURING A FIRST STAGE:
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR NALL
NAILING SCHEDULE, $ DETAILS.
LEGEND:
BEARING WALL
- — — — — - BEARING ABOVE
FLOOR LINE ABOVE
PT. LD. POINT LOAD ABOVE
ABV. 4�
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTE:RGONNEr—TED
W/ BATTERY BACK—UP.
PER I RG 514 —
I
OGARBON MONOXIDE DETECTOR
PER IRG 515
CGAR.4CGE NOTES:
1. GARAGE/LIVING SEPARATION, USE
5/8" TYPE 'X' GWB AT GEILING/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM WALLS AND
GEILING.
5. DOOR BETWEEN GARAGE AND RE5IDENGE
SHALL BE 1-3/5" MINIMUM THIGK SOLID WOOD
OR STEEL WITH SOLID OR HONEYGOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF CLOSING DEVICE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
WALLS OR GE I L I NGS SEPERATI NG THE RESI DENGE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
HOLIDIDONN SGHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TI-I I GKNESS/SPECIES
REOU I RED
T-1
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
Hf=/SPI=
T-2
M5T48
(S4)-I6d
(2) 2X4/2X6 STUDS
HF/SPI=
T-5
MST4�6
(26)-I0d
(2) 2X4/2X6 STUDS
I-IE/SP1=
2 2X 2X ST DS
T-4
MSTC48BS
(S8)- I Od
HF/SPE
T-S
HD1E3
(S)_ S/4"
S-1/2" MIN.
SSTE328 (7/8")
"
DE/SF
MIN. 24--7/8
EMBEDMENT
5ol-O"
12'-2"
8'-0"
41_2"
3'-6"
5'-6"
2'-6"
3'-O"
3'-6.
tc
0
+(o (1
3050
G5MT. W/ 3050
G5MT.
3050
PIG. W/
5020
PIG. BLW. 5020
PIG.
BLN.
5020
PIG. BLW.
CVRD. PATIO
STUDS
3x SITUtt
GONG.
T/
PLATES
PLATES
T�
3x
8 P
STUDS
ATES ,\
PLA
\
�.\
Z
6080 SLIDING
0"
GLASS DOOR
(E6RE55)
3x STUDS
(5.6.)
3x STUDS
4 PLATES
4 PLATES
— — —
— — — — — — —
8
300
ENTRY
DOOR
CVRD. PORCH
CONC.
DRM. #2
GFT•
6050 XO 5LDR.
FOYER
H.S.
OB
IIOv
5.D.
DRM. #3
CPT.
2668
O O Ilov
o
S.D.
��
0 O IIOv
-
�
2'-4
4'-8" 8'-4"
in
4'-4"
z
ELR. LINE ABV.
z
8
w
Z
m
BONUS/ MED I A
(9
CPT.
FAN ®
2468
N �OI
VTO
50 GEM
I
-------
BEAM ABV.— — — — — — —
BATHI
RI ER5
P45
4" SLAB
M
-
(()
5'-2" 4'-6"
N
STORAGE
-
I
O
I
_I
O
N
I'-102"
l_3 11
16'-3"
q 8
15'-O"
6'-O"
2T-O"
50'-0"
0
I
m
>�0 r—LOOf;k f=L.AWII
SEE GENERAL NOTES SCALE: 1/4" = I'-O"
�71
REG I5TERED
ARCH TEGT
MIGH EL YNE Jl0HN50N
STATE OF WASHINGTON
r
C/�
N
N
o
U
W
Qu
vJ
l
�U
a
r ^
� It
It
o�
U
Z
W
>
V J
�
00
00
M
0
o
oo
�z
W
m
}r60
m�Or
U
�/�
z
VJ
O
UL
tu
<OZ
v
L
date: 2-12-20
permit:
revisions:
drawn by:
check-ed by:
LMD
MJNJ
! +-4 E-= E�-F
OF=
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 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
SIMPSON
LU5210
Z-MAX JOIST
HANGER SIMPSON OTT2Z-5052.5
TWO PLACES AT DECK.
USE (2) 2X JOISTS AT
EACH LOGATION PER
51MP50N 5PEGIFIGATION5.
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" LAG BOLTS
HOT DIPPED GALVANIZED OR
STAINLESS STEEL
LAG BOLTS SHALL BE PLACED 2 INGHES
FROM THE BOTTOM OR TOP OF THE DECK
LE06ER AND BETWEEN 2-5" FROM THE
ENDS OF THE DEGK LEDGER. THE LAG BOLTS
SHALL BE STAGGERED 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-5,EiZ DETA I L_
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 10 I7F#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, INGLUOING
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 SIZE 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.
HOLDDOWN SCHEDULE
MARK•,
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPEG I ES
REOU I RED
T-I
STHO14/14 RJ
24-IF)d 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
DB-3
&x14 DF#2
SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0"
�71
REGISTERED
ARCHITECT
tST
H EL ATE OF NASHIN6TON
r ^
00
N
r ^
cq
cq
Icy
11
r
r-'i
M
M
O
O
N
z
u
C�
H
U
W
z
00
O
00
c^�1 z
W
1-
m
E
d
}r�
p�
+j
m0�
U)
zt
�I
JN-u
tu
n�
W
L
Q
date : 2-12-20
permit:
revisions:
drawn by:
GheGiGed by:
LNiD
MWJ
A
0�
14�IlIilk 45
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 PROGEEDINO WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
1z
I
�n
�0
N
c
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 16" O.G. TYPICAL.
l�
11
ALL HEADERS TO BE 4 X 10 OF#2
O
UNLESS NOTED OTHERWISE.
N
FUR -OUT HEADERS TO MATCH 2 X 6
�0
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
-I
PASS THROUGH OR WHERE FALL PROTECTION DEVICES
N
ARE PROVIDED PER ASTM F 20ci0 OR R612.3
A
SOLID BLOCKING UNDER ALL BEARING AS
1z
WALLS.
1z
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOGKING 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 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
'n
GONNECTED TO 4" SMOOTH WALL VENT PIPE
j
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUGT IS 5"
O
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
m
FUEL BURNING APPLIANCES
HEATING NOTES:
+ INSTALL PER
ASHRAE GOA-88
+ 18' PLATFORM
OF 2 LAYERS
�I
3/4" PLYWOOD
(I LAYER IF PLATFORM
IS ON SLAB)
+ SEE HEATING NOTES
O
OPTIONAL NOTES:
T
RAISE ALL PILOTS, BURNERS
AND SWITCHES +10" MINIMUM
O
ABOVE SLAB.
y
F I REPLACGE NOTE:
N
11
O
'O' CLEARANGE FIREPLAGE W/
N
DIRECT VENT
FACTORY BUILT FIREPLAGE SHALL
BE INSTALLED PER MANUFAGTURER'S
SPEGIFICATIONS AND SHALL HAVE
APPROVAL LABEL ATTACHED
_
OI
1
5/8" TYPE "X" GWB
TO ROOF SHEATHING
(V
t-
FL
FIREPLACES4 STOVES MUST BE
T
D.O.E. APPROVED 4 BE TESTED,
CERTIFIED B LABELED AS SUITABLE
FOR USE DURING A FIRST STAGE
v
BURN BAN.
tL
SHEAR NOTE::
NO
SEE SHEET L I FOR SHEAR NALL
�
NA I L I NCG SCHEDULE, $ OETA I LS.
cv
LEGEND:
BEARING WALL
- — — — — - BEARING ABOVE
FLOOR LINE ABOVE
PT. LD. ^� POINT LOAD ABOVE
ABV. t
MULTIPLE 2x STUDS
® POINT LOAD
SMOKE DETECTOR
-
O IIOV INTERCONNECTED
�9
W/ BATTERY BACK-UP.
PER IRG 314
`fl
OCARBON MONOXIDE DETECTOR
PER I RG 315
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.
3. DOOR BETWEEN GARAGE AND RESIDENCE
SHALL BE 1-3/0" MINIMUM THICK SOLID WOOD
OR STEEL WITH 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
HOLIDIDONN SGHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPECIES
REOU I RED
T-1
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(S4)- I &d
(2) 2X4/2X6 STUDS
HF/SPF
T-S
MST45G
(26)-I0d
(2) 2X4/2X6 STUDS
I-IF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(58)- I Od
HF/SPF
T-S
HD1B
(�)- S/4"
S-1/2" MIN.
SSTB28 (7/8")
"
DF/SP
MIN. 24-7/8
EMBEDMENT
5o l -0"
5'-6" 5'-6"
3'-6"
tc
O1.
+36" OPEN RAILING
7050
PIG. W/
3050
PIG. W/ 7020 XO
SLDR. BLW.
3050
PIG. W/
3020
PIG. BLW. (5.6)
3020
PIG. BLW.
(5.6)
3040
PIG. ABV
(S.6.)
PI-3"
GYRD. DECK
SILL @ 10
-O A.F.F.
3x STU
T ff PLATE
PI-3"
PI-3"
3x STUDS
3x STUDS
PLATES
$ PLATES
0
J T
+'0
— —
— —
(5.6.)
Nl�
2x8 WALL
2x8 WALL
CVRD DECK
I���
+e
III
IIII
I
I
I
to
Iu wLu
2650 PIG.
8050 S.G.D. 2650 PIG.
I
zov�n
IIII
a'-o"
12'-0"
Q Q
�
�J (s.6.) WSJ
(5.6.) +'0
�
(S.6.)
DINING PLATE
I
PLATE
6REAT I RM.
W o � �
�(E +6
�
III
H.s.
I
U_ w
IIII
Oz�no-
IIII
IIII
I
2'-6"
4'-0"
10'-O"
I
I
w�<�
<
z
I
SLOPE SLOPE
I
GL6 GL6
MA5TER BDRM.
I
�
CPT.
----
[ — — —
-----
2x6— PONY WALL—
— ]
_
-I 4'-8"
81'-4"
4'-4"
+36' OPEN RAILING
Ll
O
SINK DW
KITCHEN
W/ DISP.
I
OPEN TOI BLW.
6-0"
10'-2"
III
cn
IIOv
O s.D.
2665
V.T.O.
668
I
BRNaDR.
100 GFM
N.16
L-----
Lr(.ANT.Y1
tt
IS R
��¢
��I
,
O z
�
Oz
O
�
O
2'-4" 4'-4"
+36" OPEN
RAILING
I
I IoY =
D O
O
��
BATH
I IOv
O O1fI
_ _
S.D. o-
�OO
m
H.s.
'-10"
FAN
b'-8"
-I -I
5'-4"
8'-4" I
-I 4'-1011
M. BATH
®
VTO 2468
50 GFM
—
— — —
I
FOLDING
— i' 5 —
2468
H.s.
FAN
®
G -10 = to
-Oila
w
R M
o
I
N
�`0
TABLE
LAUNDRY
- VTO
o so GFM
XO
m
III XPLU L
N<IIL'z
\ ICn
��\�
H.s. 2868
Q'
= MUD RM.
28b8
FAN
OPT.
VTO
c0
Q
z
75 GFM
GUEST RM.
o
D w
N ®VTN
O
CPT.
I
[�
o z OQcj
VTO
�� INK -- --
--- _ _
50GFM
mwo
PAS---
I�
1650 ��J
SELF
ry+
PI-6"
I
S L.+6
CLOSE `i
`�jl
III
66
a I
Q
OVRD. POPZ
5'-8"
8'-4"
T-6"
7'-6"
(EGRESS)
I
coNO.
��`
+b
6050
PI-6"
XO SLDR.
&AR &E
cow_.
1z
I
O
N
LINE OF O.H.
DOOR
LINE O.H. DOOR
_ _
IN UPRIG_HT POSITION_
I
I
I
_ _ _ _ _ -
I
I
I
_OF
SIN UPRIGHT POSITION
I
I
I
I
I
I
I
I
I
I
LI
I
I
I
I
I
I
I
I
I
I
LI
I
I bO80 O.H. GARAGE
DOOR
I
I
8080 O.H. GARAGE DOOR
I
T
D /
x STU
5
4 PLATE
4'-0"
8'-6"
I'-102oo
1'-10Y
12'-6
2 _b��
6'-0"
16'-311
9
81_311
2T-O"
50'-O"
I
z0
I
O
dJ
y N
IL
O
p m
N
O�
X
OT
N
O
I
�
O
!n
to
o
N �J
r—L—OOR FL./4%I
SEE GENT=RA.L NOTES 15CALF_: 1/4" = 1'-0"
�71
REG I STERED
ARCH TEGT
MIGH EL YNE J10HN50N
STATE OF WASHINGTON
r-
N
a
U
W
Qu
vJ
l
�U
a
r ^
�
o�
Z
00
00
r
M
0
o
oo
n�z
W
m
}r60
m�Or
U
r�
z
O
tu
()
>
t-
<oz
o
tu
L
date: 2-12-20
permit:
revisions:
drawn by:
check_ed by:
LMD
MJNJ
5+-4 E_= E�-F
/4� &
OF= /ilk a
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 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.
ROOF FRAMING NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
CONNECTORS 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 O\/ERFRAMING
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
STRESS ANALYSIS AND DRAWINGS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
MANUFACTURER'S STAMP ON PRE —
MANUFACTURED TRUSSES.
BRACED TO MANUFACTURER'S
SPEC I F I GAT I ONS.
STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEFT. FOR APPROVAL AND SHALL
BE <EPT ON SITE FOR FRAMING
I NSFECTI ON.
TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEFARTMENT
APPROVAL OR ENGINEERING
CALCULATIONS.
ALL TRUSSES SHALL HAVE SIMPSON
H-1 GL I FS AT ENDS. WHERE TRUSSES
ARE FARALLEL TO WALL, USE SIMPSON
L30 AT M I DSPAN. USE S I MFSON STC
CLIFS AT NON —BEARING WALLS
ROOF \/ENTINC� CALCULATION -PER 2015 IRC R806.2
1-7G I SOFT AREA = 5.ci-7 SOFT REOU I RED
Cam•
(5.ci-7) X (5096) = 2.ci8 SOFT MIN. REOU I RED AT EAVES
TYPICAL TRUSS BLOGK HAS (4) 2 (P SGREENED HOLES
PROVIDING 6.20 SO. IN. (.044 SOFT) PER BLOGK.
APPROXIMATELY 68 VENTED BLOGKS= 2.Gq SOFT PROVIDED
(5.ci-7) X (50%)= 2.ci8 SOFT MIN. REOUIRED WITHIN 5' OF THE RIDOF
AF50 ROOF JACK VENTS= .54 SOFT EACH VENT
PROVIDE q AF50 VENTS= 5.06 SOFT PROVIDED
TOTAL VENT AREA PROVIDED = 6.05 SO FT
HOLDDOWN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPEG I ES
REOU I RED
T-I
STHO14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST40
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-I0d
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(58)-1 Od
HF/SPF
T-5
HD7B
(�)_ 5/4
5-1/2" MIN.
SSTB28 (7/8")
DF/SP
MIN. 24-i/8"
EMBEDMENT
=Arftow
WE
GABLE END
TRUSSES TO
BE DESI6NE.
TO SPAN HI1
DOOR OPEN
TYPIGAL
TRUSS MFR.
TO USE EXT.
WALL FOR
PART. BR6.
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
�71
REGISTERED
ARCHITECT
tST
H EL ATE OF WASHIN6TON
t`
.-y
r ^
00
N
r ^
cq
cq
Icy
11
r
r-'i
M
M
O
O
zuN
C�
H
�
U
z
W
z
00
O
00
(�z
1-
m
d�
0<
+j
m0�
(D
�� N
U)
zt
O
UI
�
I�
tu
n�
W
L
Q
date : 2-12-20
permit:
revisions:
drawn by:
ch,ociGed by:
LMD
MWJ
O �
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 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 "ASH I N.�TON. STATE EN.EFz;,:G7�' CODE
*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
(R-38 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 q4%
A AIR LEAKAGE GONTROL
EFFIGIENT VENTILATION
GOMPLIANGE BASED ON R402.4.1.2:
REDUCE THE TESTED AIR LEAKAGE
TO 3.0 AIR GHAN6ES PER HOUR MAX.
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS
AS DETERMINED BY SEGTION M1057.3 OF THE
IRG SHALL BE MET WITH A HIGH 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 SHOWERHEAD AND KITGHEN SINK FAUGETS
INSTALLED IN THE HOUSE SHALL BE RATED AT
1.75 GPM OR LESS. ALL OTHER LAVATORY FAUGETS
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.ql
L 16�1T 16 REOJI N75 :
SECTION 404 - ELECTRICAL POWER 6 LIGHTING SYSTEMS
CREDIT(5)
404.1 Interior Lighting: A minimum of 75 percent of all
luminaries shall be high efficacy luminaires. See note on elec. plan
1.0
D TI LATI ON:
M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS.
THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SYSTEMS SHALL BE THE
5 COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE
M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY
FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2)
AIR INf=L7 A70N
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 5'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 V MOLE DOUSE MECHANICAL YEN7 A71 ON 5Y57EM A I RFLCW RATE REOU I RFNEN7�
DWELLING UNIT
NUMBER OF BEDROOMS
FLOOR AREA
0-1
2-
F 4-5
6-1
>7
(SQUARE FEET)
AIRFLOW IN GFM
< 1,500
50
45
60
75
q0
1,500 - 5,000
45
60
75
q0
105
5,001 - 4,500
60
75
q0
105
120
4,501 - 6,000
75
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 GUBIG FOOT PER MINUTE = 0.000471gm 3/s
i
MAIN TOP FE
MAIN SUB FLR.
LOWER TOP IE
LOWER SLAB
2X6 STUDS
16" O.G. WITH
NSULAT I ON--
2X8 SILL PL. W/
5/5"� A50-1 A.B.
18" O.G. WITH
5"X5"XI/4" WASHERS
Y
WA
FILTER FABR
7-
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
I
a
I
III, IN 0 11
==(� I IyIN *�
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
F=1N. FLR. MAIN
2X6 STUDS ® 16" O.G.
WITH INSULATION
1/2" MIN. CLEAR
#4 VERTICAL REBAR
10" O.G.
#4 HORIZONTAL REBAR
a 10" O.G.
8" THICK
BASEMENT
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
�^IXT�Gfi�'�1�1'��lT I /�
Y `4� �JJT�. ���I�l� I GULI-�� (INSIDE)
SCALE: 1/2" = 1'-0"
2X6 STUDS
16" O.G. WITH
2X8 SILL PL. W/
5/5"� A507 A.B.
15" O.G. WITH
5"X5"XI/4" WASHERS
FILTER FABR 7
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
LATI ON
OR WALLS
5/4" PLYWOOD SUBFLOOR ON
TJI OR STICK FRMG. FLOOR
SYSTEM W/ INSULATION:
INSTALL FLOOR SYSTEM
BEFORE BAGKFILL
TOP FLANGE
JOIST HANGERS
F:IN. FLR. MAIN
SOLID BLOGKING
a 52" 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
a 10" O.G.
8" THICK
BASEMENT
1 1/2" CLEAR
24" DOWEL OVERLAP -
#4 AT 10" O.G. WITH
HOOK ® FOOTING
�--- ' c PRIORPLAN FOR NOTES
m
E^IXTEGfi�IOR E3A t--1ENT
�JJTS. FAFR,AL LEL (INSIDE)
SCALE: 1/2" = I'-0"
�71
REGISTERED
ARCHITECT
tST
H EL ATE OF NASHIN6TON
t`
.-y
r ^
00
N
r ^
V J
Cq
Cq
�
r"1
M
O
O
zUN
U
z
W
z
00
O
00
(�Z
1-
m
d�
O
>0<
I
+j
s< N
m0�
(D
�� N
U)
z�
O
Oi.lt
�1
lu
0
L
Q
date : 2-12-20
permit:
revisions:
drawn by:
GheGiGed by:
LMD
MWJ
1-4E=E=T
45
0 F=
14�lillk 45
Fr
rlmhwdk
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.
SIM
AN( -
SHEAR JNAL.L. SGHr=l%L r=
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, ff NAILS IN GONTAGT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE SIDE PLYWOOD
P2 = TWO SIDES PLYWOOD
7/I6"
NAIL 5PAGIN6
TOP a BTM.
ANGHOR5
BLK6.
E
OPTIONAL
BASE
HEM FIR
MARK
PLA-
5IMP50N MASAP
PLATE
VALUE#2
PLYWD.
EDGES FIELD
PLATES
ee
etai I
REO'D•
ANCHOR BOLTS
ANCHORS
NAILING
(#/LF)
PI -6"
8d
6"
12"
6"
18" O.G.
2x4
5/8" @ 48"
@ 45" $ ENDS
(2) 16d @ 10"
240
PI-4"
8d
4"
12"
4"
16" O.G.
2x4
5/8" ® 52"
(9 30" � ENDS
(2) 16d ® 7"
34ci
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) Ibd ® 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) 16d (9 5"
qOO
P2-2" **
8d
2"
12"
2"
a,,O.G.
(2) 2x4/6
3/4" @ 12"
N/A
(4) 16d 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, CHAPTER
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.
5. 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 GOMMON 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 5" 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. - 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 4 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 MST136
SIMP50N MST45 OR USP KST248 SIMPSON HDUB OR USP TDXIO 0/a" ANCHOR BOLT
MIN.
SIMPSON MSTG48B5 OR USP MSTGB4133 24" EMBEDMENT, 3" BOLT INTO (5) 2x4((q))
SIMPSON A-35 CLIP
2x BLOCKING
DROP TOP CHORD OF TRUSS
TO ACCEPT 2X6 OUTLOOKER
Ibd NAIL EA. SIDE
GABLE - END TRUSS PER PLAN
TRUSSES OR RAFTERS
PER PLAN
5HEATHIN6 4 NAILING PER
SHEAR WALL SCHEDULE
OVERHANG 8 FASCIA
2x STUD WALL a 16" O.G.
TRUSSES OR
RAFTERS PER
PLAN
ROOF 5HT6 PER SHEAR W
SCHEDULE
Sd ® 6" O.G.
2X BLK6. W/ I&
O.G. 8 VENT HOl
(RIP BLK'6)
OVERHANG 8
FASCIA
SHEATHIi
5GHEDULI
2X STUD WALL
PER
PLAN
2x TOP PLATE
HEADER
EXTEND TO
END WALLS
5THD14 WOOD
TO CONCRETE
CONNECTORS
OR EQUAL
#4 HORIZ. ® 12" 0
(3) #4 VERTIGAL5
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
4 HEADERS
APA RATED 5HT6.
3/6" MIN. 24/0 EXP. 1
�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" IMBEDMENT
GONG. STEM WALL
LATERAL. RESTRA I NT PANEL
DOUBLE 5TUD5 a
5HEARWALL PER I
3/4" MIN. T46 PLY
GLUED d NAILED -
d 12" FIELD W/ IOc
DOUBLE RIM FOR
BTM. PLATE NAILII
PER 5HEARTWALL
A55 FRAMING AN(
PER 5HEARWALL
5GHEDULE
DOUBLE 5TUD5
5HEARW4NLL PER I
TIE STRAP 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 5PAN5 RIM
J015T AND 15 NAILED TO BOTH
THE BOTTOM PLATE OF SHEAR
WALL ABOVE AND THE TIE
PLATE OF THE WALL BELOW
W/ THE E06E NAILIN6 PATTERN
SPEGIFIED IN SHEAR WALL TABLE
STRAP HOLC�CAN WALL TO AALL
e<,ALE: I " = P-O"
5HEARWALL PER PLAN
GONG. 5LAB PER PLAN
5EE DETAIL 1/61 -
FOR STEEL LAYOUT
5THD HOLDOWN PER PLAN
P.T. 51H PLATE PER
SHEAR WALL 5GHEDULE
W/ fib",P A.B. AT 48" O.G.
4 3"x3"x3 6A. fE WA5HER5
TYR U.N.O. IN SHEAR
WALL 5GHEDULE
z_
N
�z
L d
PER PLAN
STHfl HOLS70WN ® 5LA5 FOUNflATION
n' YWOOD ROOF 5HEATHIN6
4 BLOGKIN6
6 BLOGKIN6 BETWEEN
U55E5. NAIL BRAGIN6
BLOGKIN6 W/ 4-Ibd
16d EACH END OF BLOGKIN6
TRUSSES
.U55E5 PER PLAN
6 V - BRACE @ 8'-0" O.G.
2x TOP PLATE
>5 ANCHOR
- BRACE TO WALL PLATES
STUD / SHEAR WALL
R 56HEOULE
SHEAR AALL PERPENOI GULAR TO TRUSS
SGALr=: N.T.S.
i
A 12871
I\ 5- REGISTERED
ARCHITECT
MIGH EL YNE JOHNSON
STATE OF NASHINGTON
q
N
�
N
o
00
U
W
Q
Q
z
In
In
U
W
�
z
Q'
00
0
0
00
(�z
r
m
d�
E
}ram 0
0��
I
Lu
m��r
U
-1
VJ
•
<
o
O �
0)Q ��
mtuOL
tu
a�
L
date : 2-1 z-ZO
permit:
revisions:
drawn by :
GheGiGed by
LMD
: MWJ
�E� +-4F-- F--T
I
O�
I
71'P I GAL SHEARlNALL TO ROOr— CONNECTION
SGP.LE: N.T.S.
)7%100 F. SHEARJNALL TO R00r— CONNE07ION
SC?ALS: N.T.S.
Fr
WRITTEN DIMENSIONS ON THIS 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 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.
LsI Y I 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®
i
#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% -
PLACEMENT
-REBAR
SEE DETAIL #2 ABOVE
—
Q_
��—��
� 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
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- TYP 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
STRIN6ER5 0
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, CF*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
r ^
VTJ
00
N
°O
N-�-1
-
r"1
M
o
00
O
Q
zU
r/1 N
U
Z
W
z
00
0
00
^(n Z
W
M1—
I1 J
E
d
}r�
p
<o
+J
zt
tu
v
L
Q
date: z—Iz-zo
permit:
revisions:
drawn by :
G�-IeGiGeGi by
LMD
: M WJ
I
�F::
I
r1--, TYPICAL ^ALL 5F.C7ION5
C� I SCALE: N.T.S.