HomeMy WebLinkAboutPermit File 1401 Dakota Avenue (2) r82ITTEN DIMENSIE�THIS DRNVItY>SHALL HAVE PRECEDENCE R 5GAL DIMENSIONS. - I I
CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PE INNS T THE WORK �0 0� I-O I 35 '—O I I
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIA N5 FRO THE O PROP. LINE
DIMENSIONS AND/OR CONDITIONS 5HOPN ON THESE DRAWINGS. ANY H VARIA N SHALL BE
SOLVED BY T PRIOR
HE OWNER TO PROCEEDIN6 WITH THE WORK,OR GON TOR 5H /
I �/ / �I�j 1
LEFT FULL RESPON5IBILITf FOR THE O05T TO RECTIFY SAME. N ^ c} ° �( I I O /1 I I E 1 O I PRIVATE UT I L I T T / +*,+�� 2 `�� 2016
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CY/1 UI L�- U � / /
-75. 121 / EASEMENT BSBL / / / / / LEGAL DESGRIPTION ---------
IZ 4-010
c 8 ' / / / / / N V °4 I 'O C% E O .O I / / // I / ACREAGE ACCOUNT, ACRES .26, LOT I -0 CITY OF
O�J RECORDEDANAGORTE SHORT PLAT NUMBER ANA015, BEIN(5
/ — PORTION OFUNDER
OF THE 200-I011/4 OF SECTION 223,
TOWNSHIP 35 NORTH, RANGE I EAST, W.M. LOT I OF CITY
.O .Y Y. T
I OF ANAGORTES SHORT PLAT NUMBER ANA-04-CIO
'AO / / 1/1 I I I / / O RECORDED UNDER AF#200-106040018, BEING A
i Olt \ �j / / B.O .Y Y. O� — / PORTION OF SEI/4 OF THE NEI/4 OF SEGTION 23,
O Is / / / _ _ _ _ T— — -r- — — — — — — — - TOWNSHIP 35 NORTH RANGE I EAST, W.M./ y'
/ / PE IS E
\ / i / / I I / I / 6 / AR CT n
G8 ' � / / / / / / ; I / SITE INFORMATION
/ r
/- /� �/ I I / T I O C GAR orwA;s NASH
DRI Y EY A I / - - - - - - - - \\��4jOSEt--� = I IO ' I / / I PARCEL # 31725 STATE OFWASHINGTO
7F—
G1/ ADDRESS: I401 DAKOTA AVENUE
/ 111L
51 EN E i I � � O � ANAGORTES, WA
` R=SO .00 / nn /� Or ER SLAE3 I I / / TYPE OF CONSTRUCTION: VB
DELT = 52 ° II 'OC I' 00 0, / - �/ MI� IN IF .F/I '5' I I / I— TYPE OF OCCUPANCY: R-3
FF
J \\ / r CD
CODE YEAR: IRG 2015 U) mO�r
oM1 con
GURB I O PUBL I G �''�� \/ I I I _ LOT GOVER/�C�E BY STRUCTURE I—I U o
GUTTER / TILITY / � - - - - - - -T- - - - - - - - - - / I} 0 w Q
�� ME � '\�, / / I / � / /' N / / LOT SIZE: = II,I76 SF �
OO ' I ESE MAXIMUM COVERAGE: 35% 2 G
SFO RESIDENCE 1,822 SF
/ / — _ / / � �\ i COVERED PORCH 40 SF W
5 I �EW>�LK �--1
— — BL / / C /s / / / / I / Z O TOTAL I,562 SF �-�-1 ../ z
O' PR I VATE UT I L ICY - - 1,862 fsi
EASEMENT S g _ — — — — — —5' BSBL/ —
/ 2 B4. O / - / 110' 118 '
L = O21 / o°`
�l/8c1 °41 'Ob 'I E � O'
DELTA = 54°2 I I II / / � ,4�- / / / / � t-� \ / /� W
2O RIY IrtTE FOR FLAT BAGKSLOPE/ 5URFA6E SHOULD BEAGGESS IMP5LOERVIOUS
DRAIN
L�Z / / / / FREE-DRAINING BACKFILL
2 OR
tu
WIDE LAYER OF 2"M4"IN 8 FLATTER
QUARRY SPAL L5 ADJACENT
y O TO ROCKERY.Y
p p Z
Y
v OL
xx
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STABLE GUT FAGE IN NATIVE
"v / I / / � p MATERIAL (SEE NOTE l). 0
/ T / �I Ln / / / / // / / / // i/ � -/
/ z / 0 i / / / / / � n - - -- - - - -
/ permit:
1 FIRM IN. 4"(P PERF. PIPE; revisions:
Li SOL TURBED IN. 1% CONTINUOUS SLOPE 11-1-7-16
TO OUTLET; PIPE UT FACE
I" NED(OR LESS)ITH FILTER
FABRIC.
Q WASHED
GENERAL NOTES: GRAVEL; MIN. 6 COVER
/ OVER PIPE: MIN. 2" GRAVEL
I. ROCKERIES 4' AND OVER IN GRAVEL UNDER PIPE.
HEIGHT REQUIRE A BUILDING PERMIT
O 2. FOR ROGKERIE5 BETWEEN 4' AND 6' HI6H R D
�� THE INSTALLER OR GONTRAGTCR SHALL v �' ILI
/ Jy , , drawn b LMD
PROVIDE A LETTER TO THE BUILDING ,
INSPECTOR PRIOR TO FINAL INSPECTION
tv6 G
CERTIFYI THAT THE SUBRADE AND � � '� GI"'IEG�GP. by C7N
DRAINAGE HAVE BEEN PREPARED IN s
/ AGGORDANANGE WITH THESE STANDARDS. ,- � ` O� �-- � `SHE=E=T
/
/ / 3. ROCKERIES 6' AND OVER IN HEIGHT REGU E
/ O,OC� / / ENGINEERINGA�SU�PERVISION BY SPECIAL
/ INSPECTOR (JIBG 306b), WHICH AT MINIMUM
SHALL CONSIST OF INSPECTION AND WRITTEI
CERTIFICATION OF SUBGRADE PLACEMENT �: OF
FIIN15HED ROCKERY.ND DRAINAGE, AND \ O \v L r
V t. v
HEIGHT GALGULATIONS _ Z j CURRENT/2016
WEST COAST PLUMBING
J AVERAGE EXISTING GRADE _ + 103' 6-229 LOTS I a 2/ LOT
} 35'-0" ALLOWED FROM AVERAGE EXISTING
` GLAvERA6E
ETO H16HE5T POINT OF PITGHED ROOF = 138' €� I
EXISTING GRADE = 103'
BUILDING HEIC7HT ALLOWED = 35' (1387SEE GENERAL NO 3 SCALE: I" = 10'-O"
UILDING HEIGHT = 13'7'
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 51-ALED DIMENSIONS.
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. PERTAININ6 TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR GONOITION5 SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE
RE50LVED BY THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK,OR THE CONTRACTOR SHALL
AGCEFT R)LL RE5PON518ILITY FOR THE 005T TO RECTIFY SAME.
35'-0" OVERALL
2'_O" 7_8 6'-6" 8'-10" 25
REGIS D j
6,-3„ 5,_q„ 4,_0 3'_8" AR CT
GENERAL NOTES
B I. AL O.G. TYPO AL, WI H HARM HALLS
TO INSULATION.2r x STUDS GARY OMAS NASH
STA OF WASHINGTON
0 2. ALL HEADERS ON UPPER FLOOR TO BE 4x8
DOUGLA5 FUR #2 UNLESS NOTED OTHERWI5E.
+b 3. FUR-OUT HEADERS TO MATCH 2x6 WALL5.
5040 XO SLDR. 5040 XO 5LDR. `ryjlry 4. PROVIDE 50LID BLOGKIN6 UNDER ALL
BEARING WALL5.
t Ipa elll �
(E6RE55) Nt LINEN 5. INLINE FRAMING - SINGLE TOP PLATE STRAP o0
ry SINK VTO ® SPLICES AND CORNERS, EXCEPT AS NOTED
LL77
FOR SHEAR TRANSFER. N
W a
FURNACE BIFOLD 6. ALL GUARDRAILS PER MANUFACTURERS m
SPECIFICATIONS. SUPPORTS CAPABLE OF
TILE o�
FLUE LAUNDRY N RESISTING A 51NGLE CONCENTRATED LOAD
Q W.H. FAN
- BED #2 �VTO - OF 200 POUNDS, APPLIED IN ANY DIRECTION
V c= 2868 q0 GFM O _ AT ANY POINT ALONG THE TOP OF THE RAIL.
r ry 7. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKIN6 0 Q v
LL_
— P45— _ BETWEEN WALL STUDS AND WATERPROOF
4'-4" I ry SURROUNDS TO +72" FROM DRAIN. GLAZING, U�
�� N INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL
6'-2 6' I BE SAFETY GLASS. SHOWER FLOW IS LIMITED TO a
5066 2.5 GAL/MIN. WOOD FRAMING TO BE PROTECTED W g
5068
FLD O I O BI-FOLD FROM WATER SPLASH AND MOISTURE. z $B
8. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER '
5'-b' 8-10 DUCTS SHALL BE EXHAUSTED THRU THE ATTIC TO THE 2
P45 2668 I ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE Wj
'ry J Ip ai WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST
p 36" FROM A WINDOW OPENING. $
Q I c BED #4 N
w t O �O �O ® 0.0 I Z -� CPT. O q. ONE WINDOW PER BEDROOM SHALL MEET
3O • 0_ �q I p O w X - 55RE55 CODE PER 2015 IRG R310.1
v I
d' 10. UNDER ALL PARALLEL BEARING WALL5, USE DOUBLE
m 1 VTO BAI.EH U) tt1� �j � JOISTS OR AS NOTED ON PLAN, DOUBLE JOISTS
GFM UNDER ALL NON-BEARING PARALLEL WALLS.
2468 2468 17'-6" 6'-1O° u�
II. WHOLE HOUSE INDOOR VENTILATION SYSTEM WITH
24 HOUR Pd5 I TO BE SUPPLIBY EBALTIN6 SYSTEM.E TIMER. RETURN AIR
tE"v "`" r v;c• > :y ')� !.' " — — 2668 =
12 MAX. HOT WATER TEMP. 0I5GHARGIN6 INTO A
_ _
P45 — FAN ? J BATHTUB OR WHIRLPOOL BATH SHALL BE LIMITED
5065 L— — — p VTO p N TO 120°F. THE WATER HEATER SHALL NOT BE
'xj
BI-FOLD Q _ L— — — I — 7 50 FM O• m0 ro CONSIDERED A CONTROL FOR MEETING TH15 PROVISION.
T-8" 4�_4" �1 I IA xIGl i N IN O p
- 13. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS
ry I I d z lz FOR THE PA55A6E OF PIPES, STRAINER PLATES ON `y-
fl A I I z 0 I DRAIN INLETS, AND METER BOXES SHALL MEET THE moo.
0 I W.LG. 0 3._6. J Q REOUIREMENT5 OF THE 20I5 UPC, SECTION 313.12 }
p CAM I in
p N I 6'-6" r'-2" 3'-4" 14. ALL FLASHING TO BE IN COMPLIANCE WITH
?f O QED #�✓ 2015 IRG, SECTION R703.4.
X cpr. I
Leo O I O v LEGEND:
N iliaN ry N -it-
LjFAN m u+ BEARING WALL
t 50 GFM �0. FLOOR LINE ABOVE -A
2468 T
� � MULTIPLE 2x 5TUD5 ® POINT LOAD \,
(2) 2x TYP. URLE55 NOTED OTHERWISE 7�
MASTER BATH ry PT. LO. ;i TILE ABV. POINT LOAD ABOVE
- ( 1
In Q V
SMOKE DETECTOR IIOV
UL III O 2468 0+ 0)Q O INTERCONNECTED W/ BATTERY
BAGK-UP
n O CARBON MONOXIDE DETECTOR IIOV v
o 7 N O INTERCONNECTED W/ BATTERY N V!
MASTER BDRM• exl 7 O m BACK-UP PER IRC515 0 u
(5.6) It (5.6) SAFETY 6LA55
`fl I 4O40 XO SLDR.
VTO VENT TO OUTSIDE
,� PI-6'
�j
V- S�, '� FAN - VENT TO OUTSIDE dG1tE: -'1-26-16
SLOPE SLOPE �
N ® 50 GFM MINIMUM
4x4 POST OR BEAM ENDS TGIRDER TRUSSES,HIP MA5TER5, r72.rrr I t
Q _ WHERE LARGER POSTS ARE GALLED OUT,AN r ev I s I o n s
�p EQUAL WIDTH OF 2x(4)65 MAY BE USED (IF A
x O I h 6xb POST 15 REQUIRED USE(4) 2x6).USE 2 STUDS AT EAGH WINDOW CRIPPLE
WALL LINE BLW.
� ry J
fl SHEAR NOTE:
SEE SHEET LI FOR SHEAR WALL
5046 X SLDR. �y5 PI b" ^�S NAILING SCHEDULE 4 DETAILS
T u /ON� W/ 5020 ARCH. TRAN. Tc I T�T
s SWEAR LEGEND:
8e3 1`� �8,3 e�3 L� p� L
rly INDICATES SHEAR WALL
® REFER TO SCHEDULE
drawn by LMD
—DENOTES HOLDOWN LOCATION; G P�GIGEd by: GN
® SEE PLAN FOR TYPE
i0'-6" 10'-8" 3'-4" DENOTES STRAP LOCATION; �H 1=fET
® SEE PLAN FOR TYPE `
21'-O" 14'-0" INDIGATES 3x FRAMING MEMBERS; /Ii/�`
(SX) MUD 51LL'S, PLATE'S 4 STUDS ® EDGES
36-0" OVERALL
a�ALL EXTERIOR WALLS TO A10
B BE PI-6 SHEAR WALL NAILING
o UNLESS NOTED OTHERWISE
CURRENT/2016
WEST GOAST PLUMBING
16-22q LOTS 1 4 2/ LOT i
SEE C F_N'F_ZAL NOTES 5GALE: 1/4" = P-O"
i
I
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 SHOM ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE
RE50LVED BY THE DINNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
GENERAL NOTES
I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS
Ib" O.G. TYPICAL, WITH R-21 INSULATION.
2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2
UNLE55 NOTED OTHERWISE
3. PROVIDE SOLID BLOCKING UNDER ALL
BEARING WALLS.
4. INLINE FRAMING - SINGLE TOP PLATE STRAP
SPLICES AND CORNERS, EXCEPT AS NOTED
FOR SHEAR TRANSFER.
5. ALL GUARDRAILS PER MANUFACTURES SPECS.
SUPPORT CAPABLE OF RESISTING A SINGLE
B CONCENTRATED LOAD OF 200 LB5, APPLIED IN
10 ANY DIRECTION AT ANY POINT ALONG THE /
55'-0" OVERALL TOP OF RAIL
6. FA5TENER5 INTO OR IN CONTACT WITH PRESSURE- / lk�in
Ib" I6'-4" 4'-4" 14'-4" TREATED OR FIRE-RETARDENT WOOD SHALL BE OF / THOT-DIPPED GALVANIZED STEEL, 5TAINLE55 STEEL,4'-4" b'-10" 5'-2" �'-I" T-3" SILICON, BRONZE, OR GOPPER.
EXCEPTION - 1/2 INCH DIAMETER OR GREATER �'� L�A� SHSTEEL BOLTS. ,i STAN
-7. PER IRG R316.1.2, ALL FIELD END GUTS, NOTCHES, AND
DRILLED HOLES OF PRE55URE TREATED WOOD SHALL
PI PATIO BE TREATED IN THE FIELD IN ACCORDANCE
3x STUDS cow, FURNACE
WITH AWPA M4.
4 PLATES FLUE
55 FLR. LINE ABV. ZZ b. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE
i x 5 D PER 2015 IRG R310.1
RP PLATE rq 4 �q 1q PI-3° r4 24 PI-3'
2 10 �� 6046 XOX SLDR.�j� 3x STUDS h� 6060 XOX SLDR.�� 3x STUDS v q. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE
ff PLATES 4 PLATES J015T5 OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER
TRAM' ALL NON-BEARING PARALLEL WALLS. � N
v
Q 10.J L - - - - EXHAUST FANS LARGER THAN 50GFM MAY BE
I o o CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS L M
9v v� SOFFIT - - - 1�
DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF
I
Dyl SINK - CEILING IN a,�„U DI P O � BUTLERS I BUTLERS OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF IS'
O - I PANTRY I PANJ�RY TO
O> KIT�G�HEN '3 O HD
I WD IO p I &-O II. GAOMBUSN ON AIR REQUIRED FOR ALL FUEL BURNING
o m ��II IIQ
f me I w
O 00J T 4-10 Q 6 rvv I DINING RM. I fl 12. N5EG COMPLIANCE CERTIFICATE REQUIRED WITHIN
000 & q I CPT. I ry 3' OF ELECTRICAL PANEL. HI N
4 PANTRY I 13. ALL FLASHING TO BE IN COMPLIANCE WITH
ST �wK =TM [3NR
0 IL I 2015 IRG, SECTION RT03.4.0
sr Of
m 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS U ��v + 3 1/22"" GOFFFE D _ _ - +b FOR THE PASSAGE OF PIPES, STRAINER PLATES ON Z
_ _ _ _ _ _ _ _ _ DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE,
AND METER BOXES TO COMPLY WITH UPC SECTION 513.1.2
pI - - - - - - - - - - --- - -
N) t OO GARAGE NOTES i
- - - - - - - - - - - - - 7
IIII I ZI = I. GARAGE/LIVING SEPARATION, USE NO LE55 THAN 5/5" o
QIIII I mI O"� DORIC 10"(p DORIG TYPE "X GWB. WHERE THE 5EPARATION IS A FLOOR - 0
(� I COLUMN ON COLUMN ON O CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
iL NOOK I v 24" HIGH 24" HIGH SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS
LEGEND: �� O I FWD i <I �d PEDESTAL PEDESTAL THAN 1/2" GWB OR EQUIVALENT. PER TABLE R302.6
° fl ki(
Q 0Di 2. WRAP POSTS AND BEAMS W/ 1/2" TYPE "X" GWB
BEARING WALL �. - 3. INSULATE ALL WARM WALLS AND CEILINGS
.. BEARING WALL ABOVE p �O LIVING RM.
FLOOR LINE ABOVE ' m 0 O GPr O
N N 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE Ili
ppr-pppr- MULTIPLE 2x STUDS ® POINT LOAD >: - - - - - - - m -I WALLS OR CEILINGS SHALL BE CONSTRUCTED OF NO. 26
(2) 2x TYP. UNLESS NOTED OTHERWISE ' S�y� �J ry+� GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS Z
INTO THE GARAGE
` ig IL +s \�� O 5. OPENIN65 BETWEEN THE GARAGE AND RE51DENGE SHALL
PT. LD. i POINT LOAD ABOVE -_ O = P _
ABV. - = N A v N
J N BE SOLID WOOD DOORS NOT LE55 THAN 3/b" INtu
O SMOKE DETECTOR IIOV • ,,. ,f Oi 10 2'-4" 3'-6" O = J THIGKNE55, SOLID OR HONEYCOMB GORE STEEL DOORS K
INTERCONNECTED W/ BATTERY
� RE
+ d T NOT LESS THAN -3/b", OR 20-MIN FIRE-RATED DOORS \J
BAGK UP _ F. OO FIREPLACE NOTES:
36" OPEN RAIL 0 - WITH SELF GLO5ING HINGES PER 2015 IRG R302.5.1. /
O CARBON MONOXIDE DETECTOR IIOV '
INTERCONNECTED W/ BATTERY *•` - z p� �
BACK-UP PER IRG315 d ul
z F U = Q O JN. -7 1. 'O' CLEARANCE FIREPLACE WITH DIRECT VENT.
(S.G.) SAFETY OLA55 Q Iz Q N p I I Q J 6" RI ER
VTD VENT TO OUTSIDE _ - IK 7 w .t ,,, Q p ry 2 D 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER
lz w = FAMILY RM. a O tL Q MANUFAGTURER'S SPECIFICATIONS AND SHALL HAVE _^
0 I 0 O CPT. N 7-' APPROVAL LABEL ATTACHED. v,
FAN - VENT TO OUTSIDE - T p 0 uuII lT q f0
- O0 N 36" OPEN RAIL
50 FM MINIMUM `fl K O Q �j 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED
® 4x4 POST AT GIRDER TRUSSES,HIP MASTERS, - W O Q AND BE TESTED, CERTIFIED AND LABELED AS
OR BEAM ENDS OR USE R C �` N K SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. O
WHERE LARGER POSTS ARE GALLED OUT,AN
EQUAL WIDTH OF 2x(4)b S MAY BE USED(IF A .gyp
bxb P05T 15 REQUIRED USE(4)2xb). . l
USE 2 5ND5 A7 EACH WINDOW CRIPPLE Eo D1 +-+EATING NOTES /�
OPEN TO h z
PWDR. BELOW I. INSTALLATION PER A5HRAE 90A-bb
=."s, �9 Q
SWEAR NOTE:: I HDWD. I 1�
SEE SHEET LI FOR SHEAR WALL �� FAN 2. ALL PILOTS, BURNERS AND SWITCHES TO BE
®
MINIMUM +Ib" ABOVE SLAB. N V 1
NAILING SCHEDULE ff DETAILS ��� y� p
FMVTO +b �0+b o
(5.G) (5.6� 3. PROVIDE +Ib" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, L
SFHEAR LEGEND: - FLOOR LINE ABV_ LAYER IF PLATFORM IS ON SLAB.
PI-8" INDICATES SHEAR WALL PJ� 3xP5TUD5 �S 6080 S.GD. �j 3x ITUDS 4. PAN UNDER HOT WATER TANK PER 2015 UPC 50T.4
® b T b IF ON A WOOD PLATFORM.
REFER TO SCHEDULE Ob ff PLATES Ob 4 TES cs date: 7-26-16
er m i t:
p � 3 � DECK 3 � 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN p
I Ib" SQ. COLUMN , UNHEATED SPACES PER 2015 W5EG 5EG 405.4.2. reVISIOY'1s:
W )K -DENOTES HOLDOWN LOCATION; -p W/ CULTURED STONE 3050 FXD. WATERPRooF 2020 FXD.
® SEE PLAN FOR TYPE VENEER TO BE 42"
ABV. DECK LEVEL ry+b 6. PRESSURE RELIEF VALVE TO EXTERIOR PER
-DENOTES STRAP LOCATION; W/ WOOD FRAME OVR. `nil UPC SEC 606.5.
® SEE PLAN FOR TYPE 36" OPEN RAIL
7. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO
INDICATES 3x FRAMING MEMBERS; PI-2" PI-2' RE515T HORIZONTAL 015PLAGEMENT DUE TO EARTHQUAKE
OX) 0� 3x STUDS 6046 FXD. 3x STUDS r MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE
MUD 51LL's, PLATE's ff STUDS ® EDGES be0 �N I 4 PLATES SR I P 4 PLATES SR UPPER I� AND LOWER I/3 OF THE WATER HEATER.
0+ FLOOR LINE ABV. 1 6 &
B b. FORGED AIR GAS HEATING SYSTEM;
Fr OUTDOOR AIR: OUTDOOR AIR INLET 6ONNECT5 TO THE
0 �C RETURN AIR PLENUM INCLUDING DAMPER. MINIMUM AIR
EXCHANGE PER 2015 IRG, SECTION MI602
OUTDOOR AIR SUPPLY
drawn by: LMD
A MECHANICAL SYSTEM SHALL SUPPLY checked by: CGN
4'-11' 3'-1" 2'-T" T-3" -7'-3" OUTDOOR AIR AS REQUIRED BY
2015 IRG, SECTION M1602
THI5 SYSTEM 15 TO BE INTEGRATED WITH
THE FORGED AIR HEATING SYSTEM //�� //�
20'-b" 14'-b" MEGHIANIGAL '✓ENTILATION I•�fi !/J
55'-0" OVERALL WHOLE HOUSE VENTILATION SYSTEM i V
PER 201E IRO, SECTION j
COMBINED SOURCE SPECIFICIFIC FANS /�/\4`
INTERGRATED WITH FORGED-AIR HEATING
IC
SYSTEM
ALL EXTERIOR WALLS TO
BE PI-6 SHEAR WALL NAILING
UNLESS NOTED OTHERWI5E CURRENT/2016
WEST COAST PLUMBING
16-229 LOTS 1 4 2/ LOT I
FLOOR fi LAN
SEE GENERAL NOTES SCALE: 1/4"
FAGOEFT
N DTI-IEN51ON5 ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMEN51ON5.
ACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PrRTAININ6 TO THE WORK
E PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
IONS AND/OR CONDITIONS SHOWN ON THESE DRAWING5. ANY SUCH VARIATION SHALL SE
VED BY THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK,OR THE CONTRACTOR SHALL
FULL RE5PON5161Lrf r FOR THE COST TO REGTIFY SAME.
LEGEND: GENERAL NOTES
mmmmmmmmmm BEARING WALL I. ALL EXTERIOR WARM WALLS TO BE 2xb STUDS
16" O.G. TYPICAL, WITH R-21 INSULATION.
BEARING WALL ABOVE
2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2
FLOOR LINE ABOVE UNLESS NOTED OTHERWISE.
MULTIPLE 2x STUDS ® POINT LOAD 3. PROVIDE SOLID BLOCKING UNDER ALL
(2) 2x TYP. UNLESS NOTED OTHERWISE BEARING WALLS.
PT. LD. :i POINT LOAD ABOVE
ABV. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP
SMOKE DETECTOR IIOV SPLICES AND CORNERS, EXCEPT AS NOTED
Q INTERCONNECTED W/ BATTERY FOR SHEAR TRANSFER.
BAGK-UP
5. ALL GUARDRAILS PER MANUFACTURES SPECS.
O CARBON MONOXIDE DETECTOR IIOV SUPPORT CAPABLE OF RESISTING A SINGLE
INTERGONNEGTED W/ BATTERY CONCENTRATED LOAD OF 200 LBS, APPLIED IN
BAGK-UP PER IRG315 ANY DIRECTION AT ANY POINT ALONG THE
(5.6.) SAFETY GLASS TOP OF RAIL
zz Fi6CIS D
VTO VENT TO OUTSIDE 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE-
35-0" OVERALL TREATED OR FIRE-RETARDENT WOOD SHALL BE OF
FAN - VENT TO OUTSIDE HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, -"
20'-b" 14'-6" ® 50 GFM.MINIMUM SILICON, BRONZE, OR COPPER.
- 4x4 P05T AT 61RDER TRUSSES, HIP MASTERS, EXCEPTION - 1/2 INCH DIAMETER OR GREATER j4 }SOMAS NASH
5'-2" q'-4" ® OR BEAM ENDS OR USE (3) 2x. STEEL BOLTS. ai Of WASHINGTON
WHERE LARGER POSTS ARE GALLED OUT, AN \
B EQUAL WIDTH OF 2x(4)65 MAY BE USED (IF A -7. PER IRG R317.1.1, ALL FIELD END GUTS, NOTCHES, AND
bxb POST 15 REQUIRED USE (4) 2x(g). DRILLED HOLES OF PRESSURE TREATED WOOD SHALL
10 USE 2 STUDS AT EACH WINDOW CRIPPLE BE TREATED IN THE FIELD IN AGGORDANGE
WITH AWPA M4.
5. ONE WINDOW PER BEDROOM SHALL MEET EC-RE55 GODE
PER 2015 IRG R310.1
q. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE
- JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER
ALL NON-BEARING PARALLEL WALLS.
O i _ P85 _ 10. EXHAUST FANS LARGER THAN 506FM MAY BE M
SEISMIC STRAP iL pO = <Y�� = CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS
PER
ATTACHED
$ATM 093p `� DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF rr ll
VALVE TO EXT. iVu OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF IS' o
FAN
4"� STEEL O aJ d) n O
t, BOLLARD $ 1 �VTO �2' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING O q u
'� <Y 50 GFM
VEHICLE v N APPLIANCES.
BARRIER
12. W5EG GOMPLIANGE CERTIFICATE REQUIRED WITHIN 1--1
SEE SHEET AIO; 3' OF ELECTRICAL PANEL.
NOTES 3A 8 5G FOR
FURN. AND HWT. NOTES 15. ALL FLASHING TO BE IN COMPLIANCE WITH LL{ gg
2015 IRG, SECTION R103.4. aj z 3
14. ALL OPENINGS MADE IN WALLS, FLOORS, OR GEILINC75 HT�
v
FOR THE PASSAGE OF PIPES, STRAINER PLATES ON �L•1
DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, Cf)
- AND METER BOXES TO COMPLY WITH UPC SECTION 513.1.2
m
GARAGE NOTES n
I o
t0 - I. 6ARAGE/LIVIN6 SEPARATION, USE NO LE55 THAN 5/5"
,,..b
TYPE "X' GWB. WHERE THE SEPARATION 15 A FLOOR -
Y
REG. ROOM CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
cV SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55
CPT. � '- �;
THAN 1/2" GWB OR EQUIVALENT. PER TABLE R302.6
2. WRAP POSTS AND BEAMS W/ 1/2" TYPE „X„ GWB
m GARAGE +b Q 3. INSULATE ALL WARM WALLS AND GEILIN65
N
-n
i GONG.
X 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE
" t O WALLS OR GEILIN65 SHALL BE CONSTRUCTED OF NO. 26
QQ
O 0 K GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS
i 5'-O" q'-6" � INTO THE GARAGE (�
+ ( O 0/
d) <t O V OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL tu K A � Ip � Q V BE SOLID WOOD DOORS NOT LESS THAN I-3/8" IN
- THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS
k`- 10 r N `t NOT LESS THAN I-3/8", OR 20-MIN FIRE-RATED DOORS
_ WITH SELF CLOSING HINGES PER 2015 IRG R302.5.1. t(�
FIREPLACE NOTES: L A�vll-•n�
_LINE OF O.H. OOR _ _LINE OF O.H_D R _
0 ry�bb 1. 'O' GLEARANGE FIREPLACE WITH DIRECT VENT. • �- t-
N UPRIGHT POSITION -1 N UPRIGHT PO51
F I ION t
2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER ^ u-
® MANUFACTURER'S 5PECIFIGATION5 AND SHALL HAVE U r z
APPROVAL LABEL ATTACHED.
O NQ ! 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED o II
_ AND BE TESTED, CERTIFIED AND LABELED AS -I!
z TK 1 SUITABLE FOR USE DURING A FIRST STAGE BURN BAN.
256b o �o ■ 1 �-
�. I I I V
HEATING NOTES
H080 O.H. DOOR I I 8080 O.H. DOOR ro i9 1. INSTALLATION PER A5HRAE qOA-55 4A
v
.f 2. ALL PILOTS, BURNERS AND SWITCHES TO BE N V/
P2-2' P2 2 b L+b MINIMUM +15 ABOVE SLAB. (i �1
- - 3x S D5 h� FOYER '7� 3. PROVIDE +Ib" PLATFORM OF 2 LAYERS 5/4" PLYWOOD, L
(V PLATE5 WALL LINE ABV. S PL HDWD I LAYER IF PLATFORM 15 ON SLAB.
4. PAN UNDER HOT WATER TANK PER 2012 UPG 501.4 date: 7-26-16
O IF ON A WOOD PLATFORM. P.rYY11t:
d) I 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN ra✓VIS IOnS:
cp& �� �� Q�� UNHEATED SPACES PER 2015 W5EG SEC, 405.4.2.
I6" 50. COLUMN m �
W/ CULTURED STONE 0 be be be +b 6. PRESSURE RELIEF VALVE TO EXTERIOR PER
DECK LINE ABV.
VENEER p+ a+ p+ x UPC, SEG 605.5.
- - 7. WATER HEATERS SHALL 8E ANCHORED OR STRAPPED TO
RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE
MOTIP R 5S�4A'E5 P �A� SCR OOUPPERN�STRAPPIN6 SHALL AND OWER I/3 OF THE HE WATER HEAT POINTS ATER.
THE
-21
VRD. PORCH 3x 5TU
5. FORGED AIR 6A5 HEATING SYSTEM;
& PLATE
OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE
I - 2020 FXD. RETURN AIR PLENUM INGLUDIN6 DAMPER. MINIMUM AIR
EXCHANGE PER 2015 IRG, SECTION MI602
6 �
b+ S� OUTDOOR AIR SUPPLY
drawn byy LMD
4'42" b' 4" 3' 8° �heciced .by: GN
A MECHANIGAL SYSTEM SHALL SUPPLY
('-10 OUTDOOR AIR AS REQUIRED BY _
8'-3" -b" q'-O" 5'-6" 2015 IRG, SECTION MI602T
THIS SYSTEM 15 TO BE INTEGRATED WITH
20'-b" 14'-b" {{{{{{! THE FORGED AIR HEATING SYSTEM
MECHANICAL \/ENTILATION
35'-0 OVERALL
WHOLE HOUSE VENTILATION SYSTEM 0= $
PER 2015 IRG, SECTION MI50"7 //i\_F` 10
COMBINED SOURCE SPECIFIC FANS
INTER&RATED WITH FORGED-AIR HEATING
'E SYSTEM
{
ALL EXTERIOR WALLS TO
BE f'I-6 SHEAR WALL NAILING GURRENT/2016WEST COAST PLUMBING
UNLE55 NOTED OTHERWISE 16-22q LOTS 1 8 2/ LOT I
v a*`
A,
5EE GENERAL NOTES SCALE: 1/4" = P-O"
WRITTEN DIMENSIONS ON THIS DRAINING SHALL HAVE PRECEDENCE R SGAL DIMENSIONS,
CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETG. INING T E WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIA NS FRO THE OLD PRO LINE DIMEN51ED5 AND/OR CONDITIONS T ONW ON THESE DRAWINGS. ANY VARIA N SHALL BE
SOLVED BY THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK,OR GON CTOR 5Ii
GGEPT FULL RESPONSIBILITY FOR THE G05T TO RECTIFY SAME.
NOgo41 'ObT 10 ' PRIVATE UTILITY
75. 12 ' /
5 'x50 ' SILT EASEMENT BSBL / / / / / LEGAL DESGRI PTI ON
\ FENCE / / / /
GONST. / / / p o / AGREA6E ACCOUNT, AGRES .26, LOT I OF GITY OF
�NTRH . GF q a — — / N 5� 4 I O CJ E 1 2 O 'O� / — — �LL
ANAGORTE5 SHORT PLAT UMBER ANA-04-0 1 O
n�t .� — RECORDED UNDER AF#200706040018, BEING A
PORTION OF SEI/4 OF THE NWI/4 OF SECTION 23,
✓ �/X / / O WANAGORTE5 SHORT FLAT UMBER ANA-04-OIOGITY
DS / T T.O.N.O YI YI O/ / / I REGORDED UNDER AF#200706040018, BEING A
�.O .Y Y. I OCJ — / = TOWNSHIP F NORTH RANGE I EAST, M IO ,
o — — — — — — — — — PORTION OF SEI/4 H THE I E OF SECT N 23
/ / ORT T W 5E2
IREGI TERED
SITE INFORMATION ITECT
Tio
\ / /� GA THOMAS NASH
s� TEMPORARY (0RI V ENAY I- - - - - - - - - - - - > = I / I PARGEL # 31725
\i / � ;rs,
OS�� I � I IO / / sr EOPWASHINGTON
SED� IMENT i IADDRE55: 1401 DAKOTA AVENUE
TR/rtP o / / �) IEN ,E I 41I T L A / OO Urt ANAGORTES, WA
of o G D SD SD I OY `ER iSLA ✓ = 1 1 1 AROUND I / I / TYPE OF GON5TRUGTION: VB
\00 o STUB t7 55 I Ln
MAIN ;F .F�Ii �' I i H E -1 / _
r
o o I O I U I G / �I° ICD
TYPE OF OCCUPANCY: R-3
UT I� I Y 55 I I / I I ( / CODE YEAR: IRG 2015 c/J
O / DELTA 52 ° 11 '00' o 0 0 l/N\SEME 55 P _I /
GURB SS
GUTTER s5
- - - - - - - - - - - - - - - - - - - -
� w--w ,/
�5s _w— DS / / I I ,� N O
LOT w Q
SO
w U
S 00 ' S.S. ss w� STOG ILE /
�w� / TO E GOV/KED
51 1 ]�EWALK aTU mow — (THIN 2�d'HRS H /�/� `J \\O � T� E GO E ED ° / O� z
� I BL/ / / � � � ITHIN 2 H S U w
/ 10 PRIVATE UTILITY __ — — / / � / � I / � _ � �
/ EASEMENT/ � � \ S g1 ° � � — — — 5 BSBL/
g - - - - - - - - - - - -e�
m
�l/8cfi °41 '0811 E �5�0—
DELTA = 54 °2 III5'0 T' �w4Y z Z� � 11
201 PRI �/ATE TI TY �
Pig ' / Sg� °�� / / AGGESS SE ENT/
/ Qz
z / SOT
date: 7-26-16
permit:
revisions:
/ I
/ �
o
oo / O /� / drawn b LML7
U71
i
z Z U7:2
CURRENT/2016
WEST GOAST PLUMBING
16-229 LOTS 1 B 2/ LOT I
J *T,/ N
SEE GENEQA_ NOTES SCALE: I" = 10'-0"
WRITTEN DIMEN5IONS ON THIS DRAINING SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC, PERTAINING TO THE WORK
BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 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 GONTRAGTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE G05T TO RECTIFY SAME.
Guidance for Developments subject to Small Parcel Storm Water Plan
(Do not include with submittal)
A. Development Subject to Small Parcel Requirements . Each of the following
newt es of developments shall control erosion and sediment transport GCS CT
during construction , and permanently stabilize soil exposed during GA HOMASNASH
ST OF WASHINGTON
construction in accordance with the requirements of this section :
'1 • Individual , detached , single-family residences and duplexes ;
o6
2 . creation or addition of more than one thousand and less than five w
thousand square feet of impervious area ; w A
3. Grading , clearing or land-disturbing activities of more than one
thousand square feet and less than one acre .
E . Plans for such development shall include a site plan and a small parcel
Eased upon the review of the small parcel storm
storm water plan ( SPSP) . p
water plan , a determination will be made as to whether or not further _
a ions � information are needed . � � � ATTAC_,� HED � � T �
drainage p
C . Site Plan . The site plan shall indicate the character of the existing site,
topography , natural drama e features on or adjacent to the site , the = 5 _ 0 _2 }
dimensions of all existing and proposed impervious surfaces = = a � — � tu
location and dingy � p p a � � o � � � �
flow arrows indicating the direction of storm water flogs on -site , and any z CJ
- h i he proposed method of utilizing the existing -A
off site flows entering the site , t p P g g
drainage system , the temporary erosionlsedirentation control plan and the v az
permanent soil stabilization measures to be employed .
P ou
Ida Services of Professional Engineer. If the parcel contains or is adjacent to
date: '7-26-16
either a floodplain , a stream , a lake , a closed depression , a wetland , or an pevs;ons:
II-I'1-16
erosion or landslide hazard area (as indicated by land slopes and general
soil types) a registered professional civil engineer shall prepare the plan .
E . compliance. compliance skull be demonstrated through the
implementation of are approved small parcel storm water plan . drawn by: I-IN>✓
G I'1 P.GIGEd by: GN
�H1=EHT
F . Small Parcel Storm water Plan (SPSP) . In addition to meeting the U72
requirements of Section 13 . 36 . 070 , General design and construction
� 2
standards, Section 13 . 36 . 080 , General water quantity standards , and UT
Section 13 . 36 . 090, General water quality standards , all plans subject to
Q �1 ' I �,r..�+ �I}'� �` GURREN7/2016
S P P shall meet e t the following re q u i r�✓ e 1 Lt s . WEST COAST PLUMBING
16-229 LOTS B 2/ LOT I
x4
I
OUTFLOW CHANNEL IS
CONSTRUCTED BY EXCAVATION
- IN,,
T ( DEPTH OVERFLOW
_. w.
� .. .,.... `C014PAOTED NATIVE MATERIAL
f
CONSTRUCTED BY EXCAVATION
7 OR EMBANKMENT r: t
SEDIMENT TRAP DOT 0MI � OUARRY SEALLS - T (FT) DEPTH
SEE STANDARD SPECIFICATION
SECTION 91-13Jtfl ,.
x
COURSE AGGREGATE FOR
PROVIDE CEOTEXT LE SEPARATION -PORT N C 14TT CONCR - SEE STANDARD SPECIFICATION �✓ r � - > �r�_� �. � � PERMEABLE BALLAST (T P
) - SEE
SEE STANDARD SPECIFICATION STtNDA PECI ICAIiON
SECTION 3.I(4) SECTION
SECTION S-D3«
SECTION
AS REQUIRED I (Ff) MIK. EXCEPTDEPTH rTAP.,
MAY BE REDUCED TO 5V (FT) �l1% FOR �
SITES WITH LESS THAN ONE ACRE
OF EXPOSED SOIL
QUARRY SPALI S -
(FT,) DEPTH Y ,VIDE FULL WIDTH OF
PLACE CONSTRUCTION GFOTE TILE FOR SOIL
,�. 4 ,:.. INCRES`S AECRESS AR EA
tt . .. STABILIZATION FROM THE EDGE: OF THE EXISTING 15` (FT) MINIMUM
UM
ROADWAY TO THE. CONSTRUCTION EKTRANCE,
l k OR AS DIRECTED BY THE ENGINEER
a i
SETT`LIN DlSr�HARGE TO STABILIZED
POND CONVEYANCE, Ci'UnET', OR ISOML I 'VIEW
LEVEL SPREADER
STABILIZED CONST U 160EMTRANCE
STABILIZED CONSTRUCTION E,NTRArk`C' S iALL Ntt.r- �
3 p E REQUIREMENTS
OF STANDARD SP'ECIFI 'i'kON SL CTIOiN S-t3#" (7),
� OVFRFLOW CHANNEL
a
LIM)TS OF QUARRY
SPA, LL,5 - (TYP.)
COARSE COMPOST
PARTIAL PLAN VIEW OF BERM
SHOWN LARGER FOR CtARITY
t r
SUTLING ":. 6 MAXy T 4TAT OF
_ __..u., w ...........e. - Y
0 BERM OR PARTIAL �1It � � �
` COMPLETE EXCAVATION
I MIN,
X t' (r FOR SLOPES 4HAV OR FLATTER
X i''-IV FOR SLOPES STEEPER THAN 4HAV )%,
om
aLICEWE NO. 142Z
DATE 1 ..�
t
.�r� s� TYPICAL
SECTION
+ y'� �y
�4"#�+' ,�c 1 1I1d d4 ., +7S.S�ILf NdSCELLANEOUS
I
t-� ;+O " I
GROUND �,I � ��s .,•`f�, �� =�.rrP:",�:w''r^r� �
'�;�„��.�;�����,� COMPOST BERM DETAIL
n
ON CONTROL DETAILS
%StAN
SHEET- � OF I SHEET
LONGITUDINAL SECTION TEMPORARY SILT FENCE
NOTE OR COMPOST SOCK ` APPROVED FOR PUBLICATION
PLACE GEOTEXTILE UNDER THE. SPIUWAY AND SIDE SLOPES, PROVIDE A *J r
CI:?PLTINt1OUS LAYER SSWDEL►! T`ITE I�OCK AND THE NATIVEEARTHEN MATERIAL. ... _ ._m._.... _
TEMPORARY SEDIMENT WRAP csFingtcuti srwo cipoomointalrpan riallon
POST - SEE
SPM � DOTES
1, Install the ends of the slit fence to point Slightly up lope to preverd
seckment from flowing around the ends of the fevoe
cn '
FASTEN GEOTEME
< Pam' maintenance ire accordance with Standard Dificarlo
POST EVERY ( ) O.
: TO * )fit �Iand13-0'I.3(15 .
lI r p ICI low spots sump locations. If
t'EOTI 74IU $ d Are 'located In tow or sump areas, the fan fanw may need to b
reinstalled Unless the Project n to r approves, the linstallation.
BACOILLED 4, Install silt fin Ing parallel to mapped contour lines.
COMPAC71ED
NATIVE SOIL
� �. SELF-L (rXN! C
` .
t MIK TENSILE l , JV STABILIZED
+tl, TA • �ea y „ yp
9w 4
e,
vPM
BURY GEOTEX 11LE r a
IN TRENCH
NOTE
wl
t
a £ 8
i
DURING EXCAVATION, MIN1,141Z 'ASTURSING THE GROUND
AROUND TAENC # AS MUCK As t Fl-'A.:,RL.E, AND S OOM
CEfTl€ EFOR SILT FENCE ^ SEE STANDARDSURF F€ ICCW14G EAVAI .ON a(jA`%'OI0 COND T* VPyCIF1C+MryMW qIO RATING FLOWS, t ciMPAcrioN vl.'UST BE ADEQUATE To ' �� �' _ �'s«:� '" 9-33�2 (1), TABLE
PREVENT UNDERCUTTING FLOWS, t
POST �
WOOD OR STEEL w
d
TYP
ICAL. INSTALLATI DETAIL ,��, •�,-� ` >', IGA1J
(STEEL POSTS SHOWN)
STATE OF
POST - ka{ �F- i� ■WASHING 4l�N
u d
REGISTERED
t r e t LANDSCAPE
ASTEt TO� T
r4;r r Jr:f Syr^` ig, �� �n`T
,
_ FABRICTO TII I i CERTIFICATE N ._ 0
' k ( P9 at
-fe
crt „" TYPICALSILT FENCE
iJ iMTHOUT `' C R ,
q ry
ISOMETRIC
ie b�
SILT FENCE
(S F-EL POSTS SHOWN)
STANDARD PLAN 40*1 w
SPLICED FENCE SECTIONS SHALL 5F CLOSL ENOLIGM SHE,ET 1 OF 1 SHEET
TOGEMER TO PREVENT SILT LADFIN WATFR FROM APPROVED FOR PU%JCAMN
ESCAPING THROUGH THE FENCE AT THE OVERLAP.
Pasco Saftdch fit' 312 3
SPLICE DETAIL _• V401MM DATE m.
(WOOO POSTS SHOWN] 1 �t�c�sera n e O i of
NOTE
1. Slza the Below Inlet Grate Devi BIGD) for tho stormwater structure It
w will S rvI
2. The SIGD shall have a built-in high-Hove relief system (overflow bypass).
3. The retrieval sysbam must allow removal of She BIGD wilhout spilling
collectedmri$l.
4. Perform maintenance in accordance with Standard Sp aM tion 1.3(16).
URMNAGL GRATE JV MAX,
GRATE FRAME
..
^
DRAINAGE GRATE
SFDIMENT AND DEBRIS
'-- OVERFLOW BYPA$S
} ��YY.'.®yµ�,inrv. 3�#mm�p n• y
13pM INLET
GTr DEVICE
's
a
a
FILTERED
WATER
L7T - A
+IfI�.
y
t
A BELOW INLET GRATE OEVIC
ti ERFLOW BYPASS (T P.)
.x e ru
UATE OF
WASHINGTON
M e
• Y i p
REGISTERED
LMUSCAPE ARCHITECT
l A IK W. MAURER
SECTION VIEW 180MEMCVMVV CERTIFICATE NO. LV06N
NOT TO SCALE
' s.w a• r ..a :xG S'
STORM DRAIN
.3 s
INLET
STANDARD PLAN 1140*20wCO
SHEE71 OF I SHEET
APPROVED FOR PUB1,1GATION
Pasco fila kodch [
}
Vftd 14 *Of IrMh4MAWton
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMEN5101,15.
GONTRAGTOR SHALL VERIFY ALL DIMEN510N5,GONDITI0N5,ETC. PERTAINING TO THE WORK
BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 7
DIMLN- ION5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
RE50LVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK,OR THE GONTRAGTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. MAX BUILDING HEIGHT
vall
To b ` U 4 yki✓
f 49
BUILDING HEIGHT 7
ASPHALT COMP. SHINGLES
12 ON I5# FELT
2XIO BARGE BOARD -T LINE OF
W/ IX3 TRIM INTERIOR VAULT
® AL GABLE ENDS
METAL GUTTER ON . '•. "" `., '^ - '+ ,`
Ix8 FASCIA BD OAR
'"� REGISTERED
UPPER TOP III - AR ITECT
GA HOMAS NASH
IS OF WASHINGT%4
CEDAR SHINGLE SIDING Tff III
Cs.6J Cs.G.I
WHERE SHOWN ---
n SOUARF- FOOT?.GES
` I I N IISri
o
1415
UPPER suB FLR. TOTAL#I 2612 r7�1
MAIN TOP It
707,4L*k2 S2S6
eo, v P7 ❑ ❑ G d.Rf�GE 718 1 --i U ¢ E
v
° f (S.GJ C5.6J � NOTES
FTI
N
I - I. ALL WOOD EXPOSED TO WEATHER SHALL BE
L PRESSURE TREATED OR CEDAR.
/ P 1 0 2. CAULK AND SEAL ALL WINDOW / DOOR �$ r \ w 6
O FLR. ELEV 111.5' AND EXTERIOR ENVELOPE PENETRATIONS.
MAIN SUB. = HJ..�
- n - - - - - 3. GLAZING PER STATE ENERGY CODE. C�
4. BPERATE PERMITS ARE REQUIRED FOR FENCES,
n `1 LOWER TOPS PLUMBING, MECHANICAL, AND ELECTRICAL.
5. PROTECTION FROM DECAY 15 REQUIRED FOR ALL
6" HORIZONTAL 51DING o
® ® ® ® ® ® ® ® ❑ � � OD S D G G T
CULTURED STONE VENEER WHERE SHOWN ABOVE CONCRETE STEPS, PORCH SLABS, PATIO
CULTURED
PER NE SLABS, AND 51MILAR HORIZONTAL SURFACES
11 SPECIFICATIONS EXPOSED TO THE WEATHER.
IX3/4 CORNER
\❑ 6 REF TO ALL ELEVATIONS FOR TYPICAL NOTES
,.� ':',.t :''.i ` ', x,-r �� I - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ f J LJ ❑ L� ER T
7. S.G. = SAFETY 6LA55
--11
AVERAGE EXISTINGE - ❑� �❑ ❑❑ �❑ - -
' ELEV 105' ci7t".�j'yL1' 6� _\ / GENERAL NOTES
❑ \ _ _ ALL CONSTRUCTION PER APPLICABLE CODES AND
LOWER SLAB ELEV. = 101' _ ORDINANCES. 2015 IRG, UPC, WSEG, IFG.
El El El ❑ ❑ El ❑
— — — tY\
2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING
DISCREPANCIES TO THE ATTENTION OF OWNER/ tu
AND/OR DESIGNER.
3. OWNER WILL VERIFY WINDOW SIZES AND =� >`
4 SEE GENERAL NOTES 5GAL3-: 1/4" = P-O" MANUFACTURER(S) WITH FRAMER BEFORESTART OF CONSTRUCTION, Q
_
4. ONE HINDON lu
G DEER BEDROOM SHALL MEET —
n
x
5. SKYLIGHT GLAZING PER I.R.G. 2015,
" 'fi „vx r '�, , ." - -� x ��, '_� X="'a ,� •v 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP
DRAWINGS OWNER AND FRAMER REVIEW
AND APPROVE BEFORE FABRICATION.
KILL
AYOUTSWITINSTALLER BEFORE INSTALLATION.
5. ALL EXTERIOR WARM WALLS TO BE 2 x b STUDS
® 16" O.G. TYPICAL.
ADDRESS NOTE:
ADDRE55 NUMBERS SHALL BE V
A MINIMUM 4" HIGH WITH A V D
MINIMUM STROKE WIDTH OF 1/2" Q
UPPER TOP FE - - - - - _ - - - - - - - - - - - - - AND B ON A GONTRASTIN6 L
BACKGROUND PER IRG 319.1 Q K
- - dates: -7-26-16
dS
Hm- um-
2112X6 TRIM rwfsions:
T
__.
1 UPPER SUB FLR. - - - - - - - - - - - - - -
'Ir— 5/4X6 TRIM
MAIN TOP f1?, - - - - - _ - - _ - - - - - 2X& TRIM
CS.GJ
-_ 12 /
-� X3 TRIM drawn by LMD
0 \ G'iBGIGEd by: CAN
I
6 CS.GJ
WINDOW TRIM aET?.ILAl
96 6CI�RAL NOTC9 9GP.LE 1/9" 1'-0"
MAIN SUB. FLR.
Aic
Rr= Aq.FRI. 1.. Y A1 710 N CURRENT/2016
- WEST COAST PLUMBING
SEE GENERAL NOTES SCALE:: 1/4" = 1'-0" - 16-229 LOTS 1 4 2/ LOT I
F
N DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ACTOR SHALL VERIFY ALL DIFIEN510K5,CONDITIONS,ETC.PERTAINING TO THE WORK
E PROCEEDING. THE OVNER H15T BE NOTIFIED OF ANY VARIATIONS FROM THE
IONS Atp/OR CONDITIONS SNOM ON THESE DRANINGS. ANY5"VARIATION SHALL BE
VED BY THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK,OR THE CONTRACTOR SHALL
T FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME.
14" X 18" REGT
6ABLE END VENT
TYP.
12
; AEGIS D
UPPER TOP it ARC Cr
GARY OMAS NASH
FTI STA qr WAS'WINGUIN
TT-1 IFT-1
(S.G.) (S.GJ ■
d�
r
v
UPPER 5U8 PLR_ — — — — — — — — — — — — — — — — NOTES U� m
,
MAIN TOP It _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — I. ALL WOOD EXPOSED TO WEATHER SHALL BE
L v
PRE55URE TREATED OR CEDAR.
2. CAULK AND SEAL ALL WINDOW / DOOR
m
AND EXTERIOR ENVELOPE PENETRATIONS. H--� 0
3. GLAZING PER STATE ENERGY CODE. U u
1 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES,
O 2
p PLUMBING, MECHANICAL, AND ELECTRICAL.
a 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL H
WOOD SIDING AND WALL FRAMING LE55 THAN 2"
ABOVE CONCRETE STEPS, PORCH SLABS, PATIO g
SLABS, AND SIMILAR HORIZONTAL SURFACES W g
EXPOSED TO THE WEATHER. 4d W B
MAIN SUB. FLR. — — — — — — b. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES.
— — — — — — — — — — — — — — — T. 5.6. = SAFETY 6LA55
F 1 6
LOWER TOPS — — — — — — — — — — — — — — — — — GENERAL NOTES
I. ALL CONSTRUCTION PER APPLICABLE CODES AND g
ORDINANCES. 2015 IRG, UPG, WSEG, IFG.
—� 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING
O DISCREPANCIES TO THE ATTENTION OF OWNER/
AND/OR DE516NER.
3. OWNER WILL VERIFY WINDOW SIZES AND
s MANUFACTURER(S) WITH FRAMER BEFORE
START OF CONSTRUCTION.
4. ONE WINDOW PER BEDROOM SHALL MEET
EGRESS CODE.
LOWER SLAB - - -- — — — 1 5. SKYLIGHT GLAZING PER I.R.G. 2015.
'k-- — — — —
b. TRUSS MANUFACTURER SHALL SUPPLY SHOP
DRAWINGS TO OWNER AND FRAMER TO REVIEW
RG +-4 T �L.r V A 71 ON AND APPROVE BEFORE FABRICATION.
I T. OWNER WILL VERIFY ELECTRICAL AND HEAT
LAYOUTS WITH INSTALLER BEFORE INSTALLATION.
SEE GENERAL NOTES SCALE: I/4" = I'-O' A
H. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS —
14' X 18 REGT TYPICAL. tu
(�
GABLE END VENT �—
TYP.12
-
4 � -A
- OL
- — UPPER TOP IEFMI
N U1
ILL] LLL]
T
- date: -7-26-16
revisions:
- - - - - - - - - - - - - - - - - - - - UPPER SUB FLR.
MAIN TOP FE
:
O
v
drawn by L_MD
checked by: cGN
MAIN SUB. FLR H fE E�T
TOP IEA:2
I Oi= A 10
I _ �
GURRENT/2016
WEST GOAST PLUMBING
k 16-229 LOTS 1 R 2/ LOT I
- - — - - — - - - - - LOWER SLAB
L.r= FT F-L EV A71 ON
SEE GENERAL NOTES
I I
FIAMEM11ON5N51ON5 ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS.
SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. PERTAININ6 TO THE WORK
GEEDING. TIE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
NDIOR CONDITIONS 5HOM ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CONTRACTOR SHALL FOUNDATION NOTES RESPONSIBILITY FOR THE COST TO RECTIFY SAME. " I
I. CONCRETE 5LAB-ON-61ROUND FLOORS SHALL BE 1
MINIMUM 3.5" ON A MINIMUM 4" THICK BASE COURSE.
2. A b-MIL. POLYETHYLENE OR APPROVED VAPOR ` !
DEC 0 5 2016
RETARDER WITH JOINTS LAPPED NOT LF-55 THAN
b" SHALL BE PLACED BETWEEN CONCRETE SLAB ULJ� �L
AND THE BASE COURSE. _---
2xb STUDS o 16" O.G.
R-21 IN5UL. 3. INSTALL R-10 INSULATION 2 FEET AROUND
18 OPEN WEB FLR. TRUSSES PER PLAN PERIMETER OF HABITABLE AREA.
2x6 P.T. SILL PLATE OVER 4" TS6 PLYWOOD SUBFLOOR
2x10 P.T. SILL PLATE W/B 4 54' PPER FDOTALLOAWA FROM DO NCRETE AORWAYS.PATIOS
%0" ANCHOR BOLT PV OVER 16" FLR. J5T. PER PLAN
3"x3"X 1/4" WASHER 5. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED OR CEDAR.
6. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND
DRILLED HOLES OF PRESSURE TREATED WOOD SHALL
BE RETREATED IN THE FIELD IN AGGORDANGE
WITH AWPA M4. :2512
Z REGI RE
F 36-0" OVERALL 1. FASTENERS INTO OR IN CONTACT WITH PRESSURE A EGT
A i0 T PI INSULATION AT PERIMETER TREATED OR FIRE-RETARDENT WOOD SHALL BE OF
ALLOW Y2" MIN. AIR GAP 20'-6" 14'-b" HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
FLOOR.FRAMING AND BETWEEN CONCRETE SILICON, BRONZE, OR COPPER.
I_ BASEMENT SLAB_ to, AND ALL W00D TARY THOMAS NASH
GOMPLE BEFORE EXCEPTION - I/2 INCH DIAMETER OR GREATER TA E OP NL49HIN6T0
_ TEP STEEL BOLTS
—II BAGKFILL GAN�BE DONE 4" GONG. SLAB ON
— BACK FILL,TO BE 2x4 STUDS o 16" O.G.
8. ALL FLASHING TO BE IN COMPLIANCE WITH
I-I 4 GRAVEL FILL ON
_ �y W/ R-IQ INSULATION COMPACT EARTH PLUMBING FIX. 2015 IRG, SECTION R?03.4.
III- DRAWABLE MATERIAL
SLOE I/4"/FT. #4 STUB STEEL ASV. TYP.
S o 18" O.G. MAX.
III- I�" CLEAR MIN. �d �> �� �� �� LEGEND:
—I P I
Uja �9r\�I h \� UJ \D \ BEARING WALL ABOVE a
III= • ..r F- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - — - - - OR
EI INSTALL•DRAIN BOARD }� FLOOR LINE ABOVE CIS
1=VVER TUFF d,• #4 HORIZONTAL REBAR I - -I I --oo�000� MULTIPLE 2x STUDS o POINT LOAD
IIIATE FINGSPRA o l0" O.G. 1 - - - - - - - - - - - - - - - - - - - - - -IOzS II I- - - - - -r I
o (2) 2x TYP. UNLESS NOTED oTHERWI5E n
=III—I_Y V I L_�� I I ° III I I I PT. LD. Ti POINT LOAD ABOVE
—III=III. 1 ��� II I I v ABV.
—I #4 VERTICAL REBAR 6 �> I I I I I I ® 4x4 POST
® loll O.C. 10 � I I I I U w A
=III- � � I L - - - - - - - - -- = I SHEAR NOTE: O 2
III=I I I I I SEE SHEET LI FOR SHEAR WALL
24 DOWEL OVERLAP -
=I I I= I= #4 0 loll O.G. Al 10 i F- - - - - - - - - - - I NAILING SCHEDULE 4 DETAILS
Ed
_ HOOK o FOOTIN6 FT-(
I I-II-I I , S I I 24"xl2" THKV FT6. I SHEAR LEGEND: w gg
=III= INSTALL 4" CONCRETE T� I W/ (2) #4's GONT. I zpq
6
-III—III- FSLAB PRIOR TO BAGKFILL - dxP I I I I I PI® INDICATES SHEAR WALL
SEE FOUNDATION PLAN v I I I REFER TO SCHEDULE
- I I=III=II= FOR NOTES I I I I I )K )K —DENOTES HOLDOWN LOCATION;
(�
IIIIIIIII�IIIIi I I I 1
DRAIN ROCK -
- —_ _ '.• ' ' I I I I I ® SEE PLAN FOR TYPE 0D
4" RIGID PERFORATED _ �` I I DENOTES STRAP LOCATION;
\_4"
4" GONG. SLAB OVER ® SEE PLAN FOR TYPEDRAIN TILE W/ CLOTH -III=III= _ _ _ — - I GRANULAR BED W/���\\\ I
COVER - TO SUMP PUMP I III—III—I I III I 6 MIL VAPOR BARIER \ N INDICATES 3x FRAMING MEMBERS;
_III-� I=III III' IIII I- 1El ' 8" FREE DRAINING PEA GRAVEL FILL OVER I \\
(3) #4 CONTINUOUS 10 MIL VAPOR BARRIER W/ R-10 RIGID FOAM STEP FON. 3X
S I I 4 GONG. SLAB ON I INSULATION�R4��RP FIELD VERIFY � MUD SILL's, PLATES 8 STUDS o ED6E5
m OVER COMPACT EXISTING GRADE Q TSd I I 4" GRANULAR BED I
I I I
SO E3 TAMPOO.HDDR.
3O"x30"x10"
II GONG. FTC. �J
BASEMENT W/ .JO I STS PARALLEL ST i I Wr (3) #4 E.W. Z
SCALE: N.T.S, ydi
24'xl2' THK'D FTC. I I (�
0 v I W/ (2) #4's CONT. I = saaa 4
L - - - - f
- - - - - - - - - J Q ul
xb STUDS a 16" O.G.
FTELDFVERIFY R-21 INSUL.
NSUL. 18" OPEN WEB FLR.
TRUSSES PER PLAN ((�
STEP FDN. I _ _ _ _ _ _ _ _ _ 2xb P.T. SILL PLATE OVER •
r 7 7 7 I 2XIO P.T. SILL PLATE K/ 11,6" T66 PLYWOOD SUBFLOOR
FIELD VERIFY OVER I6" FLR. JST. ER PLAN pe�� ��
2xb STUDS 0 I6" O.G. I :� • -
R-21 INSUL. I I i 5"x ANCHOR BOLT W/
I 5'-T�" I I 8 10� � 3'x3"X I/4" WASHER
IS" OPEN WEB FLR. TRU55E5 PER PLAN tY
8" GONG. FOUNDATION WALL I r
2xb P.T. SILL PLATE OVER Ilg" TEG PLYWOOD SUBFLOOR TYP. 0 2-STORY
2XIO P.T. SILL PLATE W/ I I I —I
%m" ANCHOR BOLT W/ OVER I6" FLR. J5T. PER PLAN Ib"x8" GONT. CONC. FOOTING L as - O
CJ
3"x3"X 1/4" WASHER I TYP. 0 2-5TORY I 18"xl8"xl2" h L I
8 GONG. FOUNDATION WALL I FULL H6T. FULL F16T. I GONG. PAD h I -I I R-30 INSULATION O (�
TYP. 0 2-5TORY I W/ (2) #4 E.W. G I - -i i AT PERIMETER +#-
I I GONG. WALL GONG. WALL I
I6"x8" GONT. CONC. FOOTING LI LI IALLOPq V
TYP. 0 2-5TOR I I I I BETWEEN CONCRETECONT. rOOTIN5 MIN. AIR AP , ` Z
z I - - - ® O.H_DOOR - - - - - -®OO.H. DOOR G __ I I r - -_ _- _-I I #-N
1z AND ALL WOOD
R-30 INSULATION I I 18,3T9# I I 4 V
AT PERIMETER EDGE OF SLAB EDGE OF SLAB L�42'x42"xl0' 2x4 STUDS 0 16" O.G. V
ALLOW VZ" MIN. AIR SAP �_ -- - - - - - - - - - - - - - - - - - - - -per 2 // GONG. FT6. / ----I I N I_I I -_ BASEMENT to/
(4) E.H.
, R W/ R-IQ INSULATION�
ONGRETE 3 STUD 3x DS
FLOOFRAMING AND A WOOD a PLATE i PL
SLAB TO JO1STS PERPENIDIGUL AR
COMPLETED BEFORE
ol 11J
BAGKFILL CAN BE DONE 2x4 STUDS 0 I6" O.G. <a A -
. . , .. - J 'y 9 9 \ \ ( I Q��1• SCALE: N.T.S.
1 =1 SACK FILL,TO BE?y ' W/ R-Icl INSULATION g F date: 7-26-16
DRAINABLEMATERIAL .7 2 �1 ermit:
=III- II" CLEAR MIN. 30 x30 xl2 I I t I
LI
GONG. PAD I S�� dS���d S���d I yjY' revfslOnS:
- W/ (3) #4 E: I S p S c S �D�V -17-I6
W/ bx6Po5T
I - - —
L- - - - - - - � 2x6 STUDS 0 16' O.G.
GB66 POST BASE' � T I R-21 INSUL.
I=IVER IN BOARD lb" OPEN Y4EI3 FLR,
m - - - - - - - - - - - - - - - -
#4 HORIZONTAL REBAR V P -2 P2-2d TRU55E5 PER PLAN
—I I INTER I SPRAY 0 loll O.G. I I I I x 3x STUDS
A
=1 I—III-Y J L - J
4" GONG. SLAB ON q O 2XIO P.T. SILL PLATE W/ OVER 16" FLR. JST. PER PLAN
" SRAVIEL FILL %On ANCHOR BOLT W/
=III' #4 VERTICAL REBAR 4 r 1EARTH " ® , In
STEEL 3"x3"X 1/4" WASHER
COMPACT
III—� 0 10" O.G. E I 1 SLO I/4"/FT. 0 18" O.G. MAX.
_III—
I IIII III- I L -16"xl8"xl 'C J ro
GONG. PAD
I-III_ _ drawn b L MI7
-. 24" DOWEL OVERLAP - W/ 62x6PO5rr' y
#4 0 10' O.G. N 10 GB66 POST BASE c h e lce d
HOOK ® FOOTING ' ' . by: GN
2" 8'-8" 3" R-50 INSULATION
•., �� I„ 8'-3" R.O. 9" 8'-3" R.O. -4 9'-I" 5'-5" AT PERIMETER
I-III- INSTALL 4 CONCRETE "2
-III=III- SLAB PRIOR TO BAGKFILL - ALLOW MIN. AIR GAP
=III—Ii SEE FOUNDATION PLAN „ H BETWEENN CONCRETE `
20'-6" 14-b AND ALL WOOD /M/��`
-III-III—I I FOR NOTES
DRAIN ROCK - I =III=III= 35'-0" OVERALL W R�9 INSULATIONG O
— —_ ALTERNATE
4" RI PERFORATED _III-III- — — BASEMENT W/ JOISTS PARALLEL I O
DRAINN TI TILE kV CLOTH
COVER - TO SUMP PUMP =1 I =III—II I—III—I I I—I I III
_I 11 �-III-III- I-1 8" FREE DRAINING PEA GRAVEL FILL OVER SCALE: N.T.S.
C3) #4 CONTINUOUS -I I ' " 10 MIL VAPOR BARRIER
tl1 OVER COMPACT EXISTING GRADE
CURRENT/2016
WEST COAST PLUMBING
I6-229 LOTS 1 B 2/ LOT 1
BASEMENT W/ n...101575 PERPENI:)I GULAR
SCALE: N.T.S. �O I 1 N1:�A 710 f=
5EH GENERAL NOTES ' ` =GALE:' I1/a4" = I'-a"
r
DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS.
TOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PERTAINING TO THE WORK
PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
N5 AND/OR CONDITIONS 5HOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE
D BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CONTRACTOR SHALL
FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME.
REGISTERED
>. ARC CT
vAC2 OMAS NASH
S+A. . crWASHINGT)N
;wry.
GENERAL NOTES
B
I. PROVIDE SOLID BLOCKING UNDER ALL
10 BEARING WALL5.
2. FASTENERS INTO OR IN CONTACT WITH PRESSURE-
TREATED OR FIRE-RETARDENT HOOD SHALL BE OF
LI HOT-DIPPED GALVANIZED STEEL, 5TAINLE55 STEEL,
A9,1 SILICON, BRONZE, OR COPPER.
EXCEPTION - 1/2 INCH DIAMETER OR GREATER
STEEL BOLTS.
w C/�
3. CONTINUOUS 1�" TJ RIM BOARD OR Ij" TIMBER5TRAND LSL '
FOR DEPTHS OF 16" OR LESS; I}" TIMBER5TRAND L5L RIM M
0
BOARD FOR DEPTHS OF 15" AND 20" UNLE55 NOTEDTF
a
GUARDRAIL 36" HIGH MIN. OTHERWISE. I,.�.i � � Hov
RAILS SHALL NOT ALLOW u I ( °3
PASSAGE OF A SPHERE FLOOR TRUSS NOTES Y
4 INCHES OR MORE IN ( o
ALL TRUSSES SHALL HAVE U� a
DIAMETER - CONSULT - --
OWNER FOR STYLE AND F]4xIjDF# 4x O DIF#2 I. STRESS ANALY515 AND DRAWINGS/DETAILS CI] H
INSTALL PER MF6. SPECS, STAMPED BY A STATE REGISTERED ENGINEER. �rl
EXTERIOR WALL \�{
PER PLAN
STy IS" R S 6" G. 2. MANUFACTURER'S STAMP ON PRE-MANUFACTURED W
—7I`/�/ 1 1 1TRUSSES. U z
I I I I U SI OTHW_HISFgTED W
�57 3. BRACED TO MANUFAGTURER'5 SPECIFICATIONS. �/ z
EXTERIOR RAILING
P
LA Ts O-MERRIGK 4. STRESS ANALYSIS AND DETAILS SHALL BE
ATERPROOF DEGK
YSTEM- INSTALL GIRDER TRUSS SUBMITTED TO BUILDING DEPARTMENT FOR
ER MF6.5PEG5.ON w �. APPROVAL AND SHALL BE KEPT ON 51TE FOR
j T46 PLYWOOD — — FRAMING INSPECTION. �j o
5UBFL.00R PROVIDE _
FOR FLASHING 6 SLOPE m
Y.i'PER FOOT OR 2x4 _ _ p 5. TRU55E5 WILL NOT BE FIELD ALTERED WITHOUT
BEAM PER PLAN GEDAR DECKING ' EN OR BUI CALCULATIONS.
(2) ENT APPROVAL OR
METAL FLASHING
(2) $" �BOLTS, FLOOR SYSTEM b. TRUSSES SHALL BE LEGIBLY BRANDED WITH
NUT WASHERS PER PLAN —(�.
(2) 16dx2 ��` REQMANUIRE 5PAGINGFACTURERS AWITHIIN 2'
" OF�THE CENTER
EAG SIDE _
METAL DRil
IP GIRDER TRUSS SPAN ON THE BOTTOM CHORD.
ED6E I BEAM AND GONNEGTION NOTE5
2x6 50LID BLOCK I I II Z
UNDR. PT. LD. Sj RD ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS
y I OR UNLESS GALLED OUT ON THE PLAN5,ARE TO BE
TRIIM CEDAR djF� EITHER BELOW PLATE (TOP OF BEAM 15 FLUSH WITH TOP gp p
A v T A OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM t c u
51MP50N 10 I —� 15 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ^tl
1 2x PT JOISTS HANGER SIMPSON DTT2Z 1RDER TRU55 ALL BEAMS TO WALL GONNEGTIONS ARE TO USE 6516 t `
5IMP50N ® I&" O.G. o EACH END _ _
HANGER � - r � _ STRAPS FROM BEAM TO THE SUPPORTING 5TUD/PO5T5 A
2x10 P.T. LEDGER W/ 4xl; DF#2 J —
tu
)2" LA6 BOLTS ® 6" O.G. BEAM PER PLAN — 1 ALL BEAM HANGERS ARE TO BE 51MP50N OR SIMILAR
STAGGERED ,
APPROVED HANGERS. THE CONTRACTOR IS TO VERIFY
PRIOR TO CONSTRUCTION THE AVAILABILITY OF
HAN6ER5 GALLED OUT ON THE PLANS
I Fz
USE 0516 STRAPS FOR SPLICED BEAM CONNECTIONS V 1 p
DECK 9ETfk I L III (2) I44"x18" L5L L (AT SUPPORTING POSTS) —14
LEGEND: ® -A
IL BEARING WALL
1O
GIRDER TRU55 x ' Mi ■i BEARING WALL ABOVE
31b" 12" �4F-44 61LB Y — — FLOOR LINE ABOVE
20'-b" L NG V/
— F JJr-- — --cu'--o� MULTIPLE 2x STUDS ® POINT LOAD
(2) 2x TYP. UNLESS NOTED OTHERWISE �
\ PT. LD. ;,i POINT LOAD ABOVE L
-- = --- - - - -- \ \ \ ABV.
y��ry0 b1"'x21" 24F V4 ST \ \\ —
T�6 DB2 H �� b c66 \\ \ - - date: -1-26-16
4
LI 3 ` SHEAR NOTE: permit:
DB-3 2x O P.T. DECK JS . q SEE SHEET LI FOR SHEAR WALL r e V I5 I a n 5:
5L¢"x2i" 24F-V4 6LB� DEGKINGQQQOQQQG � PEpppRRRMFggq . O'1I=G5. NAILING SCHEDULE AND DETAILS.
PRESSURE I ELJETr5 TIHIS E
TREATED
� 4x10 DF#2 4x10 DF#2 SHEAR LEGEND:
J ---- - - ----- - - -------- ��--- PI-6'
INDICATES SHEAR WALL
A5 PRESSURE TREATED III 8 �8 I #
® REFER TO 50HEOULE
DB 1 p" I
W DENOTES HOLDOWN LOCATION;
LI
® SEE PLAN FOR TYPE
®�-DENOTES STRAP LOCATION;
SEE PLAN FOR TYPE
B � INDICATES 3x FRAMING
10 Q STUDS ERS; MUD EDGESL'S, PLATE'S, drawn by LMD
checked by: GN
A
O� AIC
CURRENT/2016
WEST GOA5T PLUMBING
16-229 LOTS 1 d 2/ LOT I
SEE: GENERAL NOTE5 SCALE: 1/4" = I'-O"
WRITTEN DIMENSIONS ON THIS DRAWING 5HALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR 5HALL 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 DRAWING5, ANY SUCH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK,OR THE CONTRACTOR 5HALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.
SEGIS D
e CT
10
GENERAL NOTES
A HOMAS NASH
I. PROVIDE SOLID BLOGKIN6 UNDER ALL
BEARING WALL5. OF WASHINGTON
2. FASTENERS INTO OR IN CONTACT WITH PRESSURE-
TREATED OR FIRE-RETARDENT WOOD SHALL BE OF
HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL,
51LIGON, BRONZE, OR COPPER.
�9 �9 EXCEPTION - 1/2 INCH DIAMETER OR GREATER
STEEL BOLTS.
r
v
3 I„ q.- B- 3. CONTINUOUS 1�" TJ RIM BOARD OR Ij" TIMBER5TRAND L5L o0
N
24F 4 LB � 3 " 24F 4 B FOR DEPTHS OF 16" OR LESS; 14" TIMBESTRAND L5L RIM � 00
4 10 F#2 BOARD FOR DEPTHS OF IS" AND 20" UNLESS NOTED
I I IJ
OTHERWISE.
1 1 �RUS_�E �-1 M
18' FL OR 5 ® I6" O.G. FLOOR TRUS5 NOTES
NLE O HE ISE OTEt�
ALL TRU55ES SHALL HAVE
f u
2) Ida"xl8" L5 I. STRE55 ANALYSIS AND DRAWIN65/0ETAIL5 q u
N — — STAMPED BY A STATE REGISTERED ENGINEER. O
- - - - t/�
� 2. MANUFACTURER'S STAMP ON PRE-MANUFACTURED
— ' �— I c TRUSSES.
wl L -
- I I I I 3. BRACED TO MANUFACTURER'S SPECIFICATIONS. W
w V 4. 5TRE55 ANALY515 AND DETAILS SHALL BE W
SUBMITTED TO BUILDING DEPARTMENT FOR F T�
SHALLAPPROVAL AND BE KEPT ON SITE FOR
FRAMING INSPECTION. FJC�� ICI
5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT
GIRDER TRU55 ry PRIOR BUILDING DEPARTMENT APPROVAL OR
ENGINEER CALCULATIONS. c
6. TRUSSES SHALL BE LEGIBLY BRANDED WITH �
L) MANUFACTURERS NAME, DESIGN LOADS, AND
"Ap - SPAN ONDTHE BOTTOM CHORD. OF THE CENTER
` � � - _ BEAM AND CONNECTION NOTES
ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS ■n
I OR UNLESS GALLED OUT ON THE PLAN5,ARE TO BE
EITHER BELOW PLATE (TOP OF BEAM 15 FLUSH WITH TOP
RD 55 (2) I a"xl " LS p OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM
_ _ _ IS AT THE TOP PLATE OR IN THE FLOOR SYSTEM)
IN ca"gip N LU �� A ALL BEAMS TO WALL GONNEGTION5 ARE TO USE GSI6 mY d
A I 10 STRAPS FROM BEAM TO THE SUPPORTING 5TUD/POST5LL-A
10 \y
- A - - x ALL BEAM HANGERS ARE TO BE 51MP50N OR SIMILAR /
~O _ - !
V' APPROVED HANGERS. THE CONTRACTOR 15 TO VERIFY
- l_ PRIOR TO CONSTRUCTION THE AVAILABILITY OF
I ry HANGERS GALLED OUT ON THE PLANS v! t N
9' ( � I O - - LL j _ - USE C516 5TRAP5 FOR SPLIGED BEAM CONNECTIONS
d� (AT SUPPORTING POSTS) „r
r�ll `4 ' �. , x
L 1 1 1 1 _ 1 ILI I I I I I I
' —T -T F - T - - - BEARING WALL O -A
4 i BEARING WALL ABOVE
8' FLOOR 5 ® I6" .G. FLOOR LINE ABOVE (\
— j 9
ES OT I5 ISE OTE
tr'77 - - - - � MULTIPLE 2x STUDS ® POINT LOAD
U
1N
(2) 2x TYP. UNLESS NOTED OTHERWISE
PTABVD Ti POINT LOAD ABOVE
F lu
4xl -DF 2tZ' DF# 4xl D (2) Ida"AW LVL /L
5-4 S� B-5 S� S EEAR SHEETrLIR SHEAR WALL
F
F cR date: -7--26-16
NAILING SCHEDULE AND DETAILS.
�B3
ermit:
h Ll e�3 SHEAR LEGEND: revlslons:
° I I I I I I I I I I I I I I
I SOLID LOG PI-b� INDIGATE5 SHEAR WALL
® BEAM B R
REFER TO SCHEDULE
51,a° 18" L 4xS DP#2 3iE 31E DENOTES HOEDOWN LOCATION;
BLW FP ® SEE PLAN FOR TYPE
ry B-6 1 LL DENOTES STRAP LOCATION;
SST �Q)� iST 5 V_J /S�9
OSEE PLAN FOR TYPE
SIM. 3 � � (3x) MEMBERS; MUD FRAMING
PLATE'S,
d STUDS ® EDGES
B
Io drawn by LML:
checked •by: GN
A"T
® O� CIO
GURRENT/2016
WEST COAST PLUMBING
16-229 LOTS 1 $ 2/ LOT I
f=L00K fE� MING
5EE GENERAL NOTES SCALE: 1/4" = I'-O"
WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PERTAINING TO THE WORK
BEFORE PROGEEDIN&. 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 PROGEEDIN6 WITH THE WORK,OR THE CONTRACTOR SHALL TRUSS OT
ACCEPT FULL RESPONSIBILITY FOR THE G05T TO RECTIFY SAME.
ALL TRUSSES SHALL HAVE
I. 5TRE55 ANALYSIS AND DRAWINGS/DETAILS FF
STAMPED BY A STATE REGISTERED ENGINEER.
2. MANUFAGTURER'S STAMP ON PRE-MANUFACTURED
TRUSSES.
3. BRACED TO MANUFAGTURER'5 SPEGIFIGATIONS.
4. STRESS ANALY515 AND DETAILS SHALL BE
SUBMITTED TO BUILDING DEPARTMENT FOR
APPROVAL AND SHALL BE KEPT ON 51TE FOR
FRAMING INSPEGTION.
5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT
PRIOR BUILDING DEPARTMENT APPROVAL OR
ENGINEER GALGULATION5.
B b. ALL TRU55E5 SHALL HAVE SIMPSON H-1 CLIPS AT 2� Z
10 ENDS,
E ARE PARALLEL TRUSS, 48 WA USE EVERY OTHER 0.6 ERE END REGIS BRED
CT
SIMPSON L30 @ MID-SPAN.
,FURNAGE FLUE NON-BEARINGSHALLSIPS ® ALL TRUSSES OVER GAR HOMAS NASH
ANGLE FLUE ST OF WASHINGTON
AWAY FROM
GIRDER TRU55 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH
MANUFAGTURERS NAME, DE51ON LOADS, AND
Ds Ds REG2UIRED SPACING WITHIN 2'-0" OF THE CENTER
SPAN ON THE BOTTOM CHORD.
4. TRU55E5 TO BE NON ATTIC, STORAGE TRU55E5.
RB-1 4x8 DF#2 4x8 DF#2 MAXIMUM 5PAGE ABOVE THE BOTTOM GHORD
TRUSS TO BE LESS THAN 42" HIGH AND 24" r
WIDE LOCATED IN THE PLANE OF THE TRUSS.
ROOF FRAMING NOTES
w n I. GUT RAFTER TAILS TO MATCH 2x TRUSSES. c
� M
M
D I 2. GONNEGTOR5 SHALL BE ENGINEERED BY
I TRUSSES MANUFACTURER. o
It 5. ROOF PITCH SHALL BE 6:12 UNLE55 NOTED
— — OTHERWISE. O W q
z .�
4. USE SIMPSON H2.5 CLIPS ® 48" O.G. AT ENDS OF
I - - - - TRUSSES AND RAFTERS.
IL
5. USE 51MP50N L30 GLIP5 TO GONNEGT TRUSSES
p - - - AND/OR GEILING JOISTS TO PERPENDIGULAR
- - - L WALLS AT MID-5EGTION. aj z 3
® - - - - 6. USE SIMPSON 5TG GLIPS AT NON-BEARING WALLS.
C W III 7. 2x8 RAFTERS a 24" O.G. / 2x8 CEILING JOISTS (f�
Ds N `t N i a 24" O.G. TYPICAL UNLESS NOTED OTHERWISE.
(MAXIMUM SPAN = 13'-7") o0
ROOF JACKS
III II
I 8. PROVIDE DOUBLE RAFTERS UNDER DORMER
rvi TMP' N x I CRIPPLE WALLS UNLESS NOTED OTHERWISE.
cf.RAFTERS ® 24" O.G. u ❑ ❑ ❑ --❑ ❑ ❑ ❑ i
p p . MINIMUM 8'-0" SPLICES AT BUILT-UP HIPS AND
W/ 2X6 GEILING J015T5 VALLEYS. NAIL TOGETHER WITH 2 ROW5 OF Ibcl
® 24" O.G. ® ROOF __ _. O NAILS a 6" O.G. (OVER FRAMING) CONTINUOUS.
BELOW <i'i
Imo - 7
RIDGE � 10. ROOF FLASHING SHALL BE PROVIDED AND
II
COMPLY WITH 2O15 IRG, 5EGTION R703.4.
- # LEGEND: Iv
IL - QI
L - � - � � I BEARING WALL
I \X/ I x FLOOR LINE BELOW
q p) LN 1� I / \ I -�—� MULTIPLE 2x STUDS ® POINT LOAD I t" K
10 i t�
Ds i �� 0 INDIGATE5 2xb OVER FRAMING
22"x30" MAXIMUM SPAN UNSUPPORTED n
x li pm�� ATTIC
p V,
GIRDER INS 4 V4 - AT 24"o.G. - 13--7" —
INS 8 WS ntu
rd)
p...D.S. DOWNSPOUT�� ❑ R61 ROOF VENT t�`�2X6 RAFTERS o 24" O.G. 4x4 P05T AT GIRDER TRUSSES® 24x GEILINROOI T5 r ANDUSE (HIP MASTERS ORBELOW �{ VSHEAR NOTE: z
SEE SHEET LI FOR SHEAR WALL� � I NAILING SCHEDULE d DETAILS
PRE. MFD. 55OR TRUSSES T d I SHEAR LEGEND: ((�
® 24" O.G. INT PITCH= 3.5:12 V•
FLAT GEILING IN BED #9 LI PI-6•
_2 INDICATES SHEAR WALL O
4x8 DF#2 ® REFER TO SCHEDULE L
12 12
-7' ®T W )K —DENOTES HOLDOWN LOCATION;
® SEE PLAN FOR TYPE date: 7-z6-16
SLOPE SLOPE permit:
s ®�DENOTES STRAP LOCATION;
ry® SEE PLAN FOR TYPE
N INDICATES 3x FRAMING MEMBERS;
i IL ® r (3X) MUD 51LL'5, PLATE'S $ STUDS 0 EDGES
4x8 DF#2
4x8 DF#2 Ds IT, I U I Table 1: Roof Venting
LL Ds - - ---- " ' Ds ROOF VENTING CALCULATIONS
12 12 a I Roof Area: 1634 sq./ft.
_ 7 Q 7 Ventilation Required: 1634 sq./ft. x 144 s /in/300 = 3134.32 sgfin:
8 Ds U 60% At 36" minimum AboveE = 392.16 sq./in.
L1 ave _
60% At Eaves = 392.16 sq./in.
MFD. TRUSSES 8 Roof Jacks @ 50 sq./in Each = 400 sq./in.
G® 24" o. _ drawn by LMD
3 0 Standard Comp Ridge Vent.@ 17 sq./in./If. _ 0 sq/in. cheol«d •by: C_-N
0 Metal Roof Ridge Vent @ 29 sq./in./If = O sq./in.
0 Side Roof Half Vent @ 8.5 sq./in./If. - 0 sq./in.
120 Lineal Ft of Eave Venting @ 3.3 sq./in./If. = 396 sq hn.
[(3) 2"cka. Holes per block @ each bay]
0 Lineal Ft of Eave Venting @ 1.65 sq./in./If. 0 sq./in. A
((3)2'cha. Holes per block @ alt. bays) 10
0 Continuous Soffit Vent @ 10 sq /in /If. = 0 sq hn.
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 = 400 sq./in. CURRENT/2016
Total Venting @ Eaves = 396 sQ/in. WEST COAST PLUMBING
I6-22q LOTS 1 4 2/ LOT I
TOTAL SQ.AN. OF VENTING PROVIDED
= , q.Liw
SEE GENERAL NOTES SCALE: I/4" = I'-O"
WRITTEN DIMENSIONS ON TH15 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMEN510N5,CONDITIONS,ETC. PERTAINING TO THE WORK
BEFORE FROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS 5HOM ON THESE DRAWINGS. ANY SUGH VARIATION SHALL BE
RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK,OR THE CONTRACTOR SHALL
AGGEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY 5A1,E.
PRE. MFG. TRU55E5
a 24" O.G.
R-4G
R-49
NSUL TION INSULATION
9MMUPPER TOP fE
UPPER TOP I` - -
— — — — — 12 REGIS D
1 ARC CT
1/2" O.H.B. a WALLS MASTER
BEDROOM BEDROOM E3A7H BEDROOM BEDROOM
TWO WINDOW GAF2Y OMAS NOSH
R-21 INS. AT - Two THREE PER PLAN STA f WASHINGTO
EXT. WALL5
FLOOR JOISTS W/ 1/2" G.W.B. a WALLS FLOOR JOISTS W/
T 6 G PLYWOOD, T 6 G PLYWOOD,
GLUED 6 NAILED, IIII IL GLUED 6 NAILED,
UPPER SUB FLR. UPPER SUB FLR. r
FL R 5 P R P AN - - MAIN TOP fe F 00 SE E L MAIN TOP � �T�
5/8" G.W.B. a GLG. 5/6" G.W.B. a GLG. W N
FA?. I L`r L I V I NC-,- j KITCHEN NOOK FAM I LY o U o
WINDOW
ROOM ROOM PER PLAN of ROOM
W A
FLOOR JOISTS W/ FLOOR JOISTS W/
T 4 & PR NHOOD, GLUEGD SL NAILED, u]
MAIN SUB. FLR. - - MAIN SUB. FLR. z
C W
FL R 5 5 R AN F O E L LOWER TOP IE
LOWER TOP IE - - - - - -
I =1 1=1 I III 1 I I-i1 w
III-III-III III-III=11 � o
I-III-III I-III-III
III—III—III RECREATION T = rz,A1; 4GE
I I I=1 I I o III-I I I
1=III-III CFv?.RAGE Roots 1=III-I
III-III � III-III
III=III III-II
- - 4" GONG. SLAB OVER
4" GONG. SLAB OVER —
I I I1 I II I I III-I I 4 GRANULAR BED W/
4" GRANULAR BED W/ — 6 MIL VAPOR BARIER
6 MIL VAPOR BARIER 11 I LOWER SLAB
�I LOWER SLAB 1I 1 — — — — _ _
- - - III-11 III=III-III=III=III=III=
SEE: GENERAL NOTES SCALE:: I/4" = I'-O" SEE GE:NE:RAL NOTES SCALE:: 1/4" = I'-0" '
� z � ®
2015 VNASH I NC7TON STATE ENEFZC�'I' GODS < <
*GL.IMATE: ZONE: S ANn r-tARIN3= 4* GON7INUOU5 AHOLE HOS5E MEGHANIGAL VENTILATION 5YSTEM AIRFLOW RATE REQUIREMENTS
FENESTRATION SKYLIGHT GLAZEDATION CEILING WOOD FRAMED W
FENESTR
FLOOR BELOW GRADE SLAB R-VALUE DELLING UNIT NUMBER OF BEDROOMS
U-FACTOR U-FACTOR SHGG R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH FLOOR AREA O-I 2-3 4-5
R-49 10/I5 R-10, 2 FEET (SQUARE FEET)
0.30 0.50 NR R-21 R-30 AIRFLOW IN GFM 41
(R-38 VAULTED) R-21 +TB
< 1,500 30 45 60 75 90 0
1,500 - 5,000 45 60 '75 CIO 105 01
TABLE 406.2 ENERGY CREDITS L 1 6 i 471 6 RE C U I RF-I_II 75 ; 3,001 - 4,500 60 175 CIO 105 120
HOUSES BETWEEN 1500 SOFT AND 5000 SOFT
REQUIRE 3.5 CREDITS SECTION 404 - ELECTRICAL POWER 6 LIGHTING 5Y5TEM5 4,501 - 6,000 75 CIO 105 120 155 Ca e: -7-26-16
pP.Y'Y'Yllt:
OPTION CREDIT(5)
404.1 Interior Lighting: A minimum of 15 percent of all 6,001 - 7,500 CIO 105 120 i35 150 revisions:
Iuminaries shall be high efficacy luminaires. See note on e1ec. plan > 7,500 105 120 155 150 165
3A HIGH EFFICIENCY HVAG EQUIPMENT LO
GAS FIRED FURNACE WITH A �l�NT1 L�t�1 ®�: FOR 51: 1 SQUARE FOOT = O.Oa29m2 I CUBIC FOOT PER MINUTE = 0.000471am9/9
MINIMUM AFUE OF 94%
MI501.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS.
9
HIGH EFFICIENCY HVAG DISTRIBUTION SYSTEM THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SY5TEM5 SHALL BE THE
Lo COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE
ALL HEATING AND COOLING SYSTEM M1501.3.3 (1), AND IT5 VENTILATION EFFECTIVENESS AND DAILY
COMPONENTS INSTALLED INSIDE THE FRACTIONAL OPERATION TIME FROM TABLE MI50'1.3.3(2)
CONDITIONED SPACE. THI5 INCLUDES
ALL EQUIPMENT AND DISTRIBUTION yam' p �, I
:
SYSTEM COMPONENTS SUCH AS FORGED AIR I V r- I L 7 A T I ®I V
AIR DUCTS, HYDRONIG PIPING, HYDRONIG
FLOOR LOOPING, GONVEGTOR5 AND drown by: LMD
RADIATORS. ALL COMBUSTION EQUIPMENT BUILDING AIR LEAKAGE TEST 15 REQUIRED PER checked by: CGN
SHALL BE DIRECT VENT OR SEALED W5E , R402.4.1.2
COMBUSTION
FOR FORGED AIR DUGT5: A MAXIMUM OF MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED !E�I-ff_E IE_T
10 LINEAR FEET OF RETURN DUCTS AND IN ACCORDANCE WITH W5EG 503.10.5 AND 601.1
5 LINEAR FEET OF SUPPLY DUCTS MAY BE DUCT INSULATION PER 2015 WSEG R403.2.1
LOCATED OUTSIDE THE CONDITIONED SPACE.
ALL METALLIC DUCTS LOCATED OUTSIDE THE
CONDITIONED SPACE MUST HAVE BOTH DUCT LEAKAGE TESTING PER 2015 W5EG R403.2.2
TRANSVERSE AND LONGITUDINAL JOINTS SEALED OF�
WITH MASTIC. IF FLEX DUCTS ARE USED, THEY A PERNAMENT CERTIFICATE 15 REQUIRED TO BE POSTED I O
CANNOT CONTAIN SPLIGE5. FLEX DUCT CONNECTIONS WITHIN 3' OF THE ELECTRICAL PANEL TO CONTAIN THE
MUST BE MADE WITH NYLON STRAPS AND INSTALLED HOMES R-VALUES, U-VALUES, RE5ULT5 FROM DUCT SYSTEM
USING A PLASTIC STRAPPING TENSION TOOL. AIR LEAKAGE, RE50LT5 FROM BUILDING ENVELOPE AIR
DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND
MUST BE INSULATED TO A MINIMUM OF R-8 EFFIGIENGIE5 OF HEATING, GOOLING, AND SERVICE WATER
HEATING EQUIPMENT PER W5EG R401.3
016 BA EFFICIENT WATER HEATING 0.5
HEADERS ARE REQUIRED TO BE INSULATED W wesr COAST PLUMBING
WITH A MINIMUM CURRENT/2
OF R-l0 INSULATION.
ALL 5HOt^ERHEAD AND KITCHEN SINK FAUCETS 16-229 LOTS 1 6 2/ LOT I
INSTALLED IN THE HOUSE SHALL BE RATED AT
1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE
MUST BE RATED AT 1.0 GPM OR LE55 FULLY INSULATED.
THE EXTERIOR THERMAL ENVELOPE 15 REQUIRED TO CONTAIN
6G EFFICIENT WATER HEATING 1.5 A CONTINUOUS AIR BARRIER PER TABLE R402.4.1
WATER HEATING TO BE GAS FIRED WITH
A MINIMUM EF OF O.GI
WRITTEN DIMEN51ON5 ON THIS DRAWING SHALL HAVE PR5`-EDENGE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSON5,CONDITIONS,ETC.PERTAINING TO THE WORK
BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS 5HOM 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 G05T TO RECTIFY SAME.
NAIL SHEATHING TO
2x TOP PLATE HEADER ® 2" O.G. E.W.
HEADER EXTEND TO 51MP50N
END WALL5 GGQM5.50-5D5HD6
INSTALLED PER 5HEARy4ALL PER PLAN HOLDOVIN PER PLAN
MFG. 5PEC5
P.T.51LL PLATE PER
'CONcREjj,,�� /� �p� /� j� q�'� H SHEAR WALL 5GHEDUI-E
STT R � ll1LL �G1-T�L/UL OF BEAM
46'0"AB.AT48°O.G.
BOTTOM (2)#4 CANT.TOP 4 3"x3"x3 GA.R WASHERS
OF BEAM e0 TYP.U.N.O. IN SHEAR
PER 2015 IE30 (3) #4 VERTCAL5 $LL GONG.SLAB PER PLAN WALL 5GHEDULE
-10 Z
GENERAL NOTES: " -------
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, H J ALL LE NUT N
NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END DOUBLE NUT AND
• • WPSFER PER HOLDOV•A!
OF THE DESIGNATED WALL. p
• • • 'e is`C' 1
ALL HOLDOWN5, ANCHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE •- _
HOT DIPPED GALVANIZED. t> _ Jv�!,L
K O #4 o 10 OG HIORZ. _,....-
_
PI = ONE SIDE PLYWOOD U � Z
#4 HORIZ. GA WAS NASH
P2 = TWO SIDES PLYWOOD N o 12" o.G. ( RT. STA OF WASHINGTON
NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 AL®TERNATE�BE05 N
MARK /Ib' TOP 4 BTM.jHORS BLKG. PLATE 5IMP50N MASAP PLATE VALUE PL?�N VIEW PLYWD. EDGES FIELD PLATES REQD. NGHOR BOLT ANCHORS NAILING (#/LF) GONG. STEM (2) GONT BDTT =
PI-b" ad 6" 12" b" 1611 O.G. 2x4 5/b' ® 48" ® 48" 4 ENDS (2) Ibd o loll 240 WALL I i - - O
PI-4" ad 4" 12" 4" 16,10.0. 2x4 5/8" 0 52" ® 30" 4 ENDS (2) Ibd 0 7" 34cl
PI-3" 8d 3" 5..12" 14" O.G. (2) 2x4/6 5/5" 0 24" ® 24" 4 ENDS (2) Ibd o 5" 450 TOP OF SLAB
PI-2" "" 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" ® 24" o 18" 4 ENDS (2) Ibd o 5" 555 8" 8" S"
P2-b" "* 8d 6" I2" 6" IO" O.G. (2) 2x4/6 5/8" 0 24" WA (2) Ibd o 5" 480
P2-4" "" 8d 4" 12" 4" W O.G. (2) 2x4/6 5/4" 0 20" WA GONT. FOOTING 24" t Tl N
(3) Ibd® 5" 700
P2-3" *" 8d 3" 12" 3" 8" O.G. (2I 2x4/6 3/4" o I6" WA (4) Ibd o 5" 900
m
P2-2" "' 8d 2" 12" 2" all O.G. (2) 2x4/6 3/4" ® 12" WA (4) Ibd o 4" II70
U � o
"NOTE: WALL5 WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING H0 :;)CAN SLA5 FOUNI:)ATI ON (� u
MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS OR (2) 2X MEMBERS I LATERAL RESTRAINT PANEL � Q v
PER IBC 2015 AND SDPW5-2008 —
PER SPECIAL DESIGN PROVISIONS FOR WIND AND 5EI5MIG, CHAPTER SCALE: N.T.S. U) 1
4.3.7.I #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH
Ibd NAILS o 12" O.G. 5TAGERRED ON THE STUD FACE W 3
U z
1. USE POl^LER-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. 2x STUD/SHEAR WALL;
NAIL PER PLANS, SEE y
SHEAR WALL NOTES 5HEARWALL PER PLAN SHEARWALL SCHEDULE
5THD HOLDOM PER PLAN SOLID BLOCKING o
7/16" 05B OR PLYWOOD SHEATHING - USE Sd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL 3/4" MIN.T46 PLYWOOD SUB-FLOOR BETWEEN JOISTS
EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL o 12" O.G. TO ALL GLUED 4 NAILED - NAIL® 6'EDGE OR SOLID RIM MSTG48B3
INTERMEDIATE 5TUD5. WHERE 3" NAIL SPACING 15 5PEGIFIED AT PANEL EDGES, USE I-I/2" ad 4 12' FIELD W/IOd NAILS STRAP PER PLAN
FLOOR JOISTS
SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2' NAIL SPACING, USE 3X STUDS
AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON FLOOR TRUSSES PER PLAN
SEPARATE STUDS ON EACH 5I0E. ® 6" O.G. IOd NAILS
PEP,PLAN BOTTOM PLATE NAILNG BOTTOM PLATE
FLOOR PLYWOOD - USE 8d COMMON NAILS ® IO" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. PER 5HEAR WALL SCHEDULE ® 6" O.G. NAILING PER
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 WALL5 SHALL BE SCHEDULE _n
GRO55 BLOCKED AT 45" O.G. o EDGES W/ (4) od NAILS FOR THE FIRST BAY. P.T.SILL PLATE YU v
FNrHOR BOLTS PER
3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN SHEAR WALL SGHEDULE W/
1/2" OF SHEATHING 3'x3 1 4"5Q.WA5FER5
7/I6" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE a
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS (1) #4 GONT. TOP DECK JOISTS
= a " PER PLAN
2" 16 GA. STAPLES ® 15 GA. STAPLES ® 14 GA. STAPLES o FIN15HED GRADE
3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. }
2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 390#/ft.
4" O.G. AND IOd NAILS 2" O.G. - 504#/ft.
® b" O.G. - 620#/ft. oo i a SIMPSON BEAM PER PLAN � � � a�v
FIELD SPACING: 12' O.G. NAILS 4 STAPLES.
SEE DETAIL z. A35 ® 16" O.G.
FOR STEEL LAYOUT E BETWEEN J FLOOR JOISTS
OISTS IIr�
HOLDOWN5 - INSTALL 51MP50N HOLDONN5 OR EQUIVALENT AT THE END OF SHEAR WALLS _
WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS 8�� it PERPENDICULAR
SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. o ry TO SHEAR WALL
THIS SIDE OF WALL J —Atl
r 2x P L PER
PLAN WALL;
NAIin 5HEARWA PLANS;
STHD HOEDOWN ® FOUNL7,A7ION OFFSET SHEAR A ALL CONNECTION � 1"
SCALE: N.T.S.
—r SCALE: N.T.S. 9-
date
permit:
revlslons:
2x STUD/SHEAR WALL; DOUBLE STUDS o HOLDOM
NAIL PER PLANS;SEE
SOLID BLOCKING 5HEARWALL SCHEDULE
51Fgp,RWgLL PER PLAN TIE STRAP PER PLAN W/ SIMPSON A-35 CLIP
0 52" O.G. W/ ALL NAIL HOLES FILLED IN 2x BLOCKING
(2) IOd PER BLOCKING COMMON NAILS
DROP TOP CHORD OF TRU55
3/4"MIN.T46 PLYWOOD SUB-FLOOR 16d
M5TG48133 GLUED 4 NAILED-NAIL• V EDGE TO ACCEPT 2X6 OUTLOOKER
STRAP PER PLAN 4 12'FIELD W/IOd NAILS
LSL OVER BOTTOM PLATE NAILN6 16d NAIL EA. SIDE
SHEAR HALL BELOW; BOTTOM PLATE NAILING A35 FRAMING ANCHOR PER SHEAR WALL SCHEDULE TRUSSES OR
NAIL W/ IOd o 6" O.G. PER SHEAR WALL SCHEDULE � ARWALL HEDULERAFTERS PER
ALONG L5L PLAN drawn by LMD
ROOF SHTG - NAIL GheGl<ed by: ON
PER SHEAR WALL GABLE - END TRU55 PER PLAN
A35 FRAMING ANCHOR MAY BE SCHEDULE
ELIMINATED AT PI-6,AND PI-4
\\ 8d o 6" O.G.
TYPE SHEAR WALLS, IF THE
\ PER PL.YHOOD PANEL SPANS RIM
J015T AND 15 NAILED TO BOTH
\ THE BOTTOM PLATE OF SHEAR 2X BLKG. N/ Ibd ® 8" -TRUSSES OR RAFTERS
\ WALL ABOVE AND THE TIE PER PLAN
PLATE OF THE WALL BELOW O.G. 4 VENT HOLES
IN THE EDGE NAILING PATTERN (RIP BLK'G)
SPECIFIED IN SHEAR WALL TABLE
2X RIM JOIST OR FASGRA NG 4 TH2255ANCHOR ® EVERY L
SHEATHING 4 NAILING PER
FLOOR TRUSSES BEAM, PER PLAN. SHEAR WALL SCHEDULE
PER PLAN SIMPSON A35 ® 32" O.G. DOUBLE STUDS o HOLDOM SHEATHING PER SHEAR
IMF50N A35
TOP OF SHEAR WALL SCHEDULE 5
ANGLE o 24" O.G.
SHEARWALL PER PLAN
CURRENT/2016
OVERHANG 4 FASCIA WEST COAST PLUMBING
2x STUD/SHEAR WALL; 2X STUD WALL o Ib-229 LOTS 1 4 2/ LOT I
NAIL PER PLANS; SEE 6" O.G.
5HEAR 4ALI. SCHEDULE
—2x STUD WALL ® !6" O.G.
OFFSET SHEAR WALL. OONNEOTION STRAP HOLI7oWN WALL TO HALL OTYF. SHEARWALL TO ROOF (:�ONNEOTION ROOF CONNECTION
�-� SCALE: 1" = I '-O" SCALE: N.T.S. LJ SCALE: N.T.S.
F
NSIONS ON TH15 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DINEN51ON5.SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PERTAINING To TkE VU'RK
CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
ANWOR C�ONDITION5 5HO1^N ON THESE DRAWIN6s. ANY SUCH VARIATION SHALL BE
Y THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK,OR THE CONTRACTOR SHALL
RE5PON51BILIT(FOR THE COST TO RECTIFY SAME.
NASH & ARCHITECTS
GENERAL NOTES:
103/4"
ROOFING MATERIAL I. All construction per applicable codes and ordinances.
FINISH PER ELEVATION 2015 IRG, IBC.
ON 1/16" OB5 SOLID GDX 24-0 PLYWOOD
SHEATHING; bd a 6"O.G. EDGE 2. Verify all dimensions on job site. Bring dl5Grepancies
Sd a 12" O.G. FIELD to the attention of Owner and/or Designer.
0/16" 05B AGX PLYWD a EVES)
24" CARDBOARD BAFFLE MIN. 15# UNDERLAYMENT 3/4" 3. Owner will verify window sizes and manufacturer(5) with
ALLOW FOR I" AIR SPACE NAIL 6" EDGE, 12" FIELD m yK framer before start of construction.
MIN. EXTEND 12" ABOVE WITH bd NAILS, U.N.O. HANDRAIL: r Y 1,
Z
INSULATION. GRIP 0/4" - 2" m 4. One window per bedroom shall meet egress code. 25 �G{S
PROJECTION FROM
WALL NO LESS NOSING 5. Skylight glazing per 2015 IBG. AIR CT
THAN I1/2"
6. Truss manufacturer shall supply shop drawings to Owner
z and framer to review and approve before fabrication.
SOLID SHEATHING F GA HOMAS NASH
OR GDX PLYWD. 'ry 7. Owner will verify electrical and heat layouts wlth N 1NtA$}#itiY t^='
Installer before Installation.
WHERE EXPOSED
TO WEATHER I I b. Under all parallel bearing walls, use double Joists or as
noted on plan. Double joist (or extra TJI) under all non-
OPEN RAIL: I I I bearing parallel walls.
OPEN SPACE BETWEEN II
TOP PL, PICKETS SHALL BE I I I I I I 9. TJI products to be Installed per manufacturer's
LE55 THAN 4" GLEAR I I I I Installation guide and approved reports.
IX FASCIA BD.
W/ METAL I I I I I 11/ HANGER 10.All metal connections to treated wood shalt be at a
GUTTER APPROVED TRUSSES BEARING I I I I y / minimum; triple zinc ZMAX (6155 per A5TM A653); Hot Dip N
MANUFACTURER'S SEAL. ro I ( / Galvonze (A5TM A123 for connectors and ASTMI53 for U� m
SEE ROOF FRAMING PLAN ! I I I I y fasteners and anchors.
FOR 5PAGIN6
I/ LAll bathroom fans, kitchen hood, and dryer ducts shall be
y exhausted through the attic to the roof or through the
NSLULATE PER W5EG. / m
floor system to an outside wall. All wall ducts shall
2X BIRD BLK'6. W/ terminate at least 36" from a window o enin (�/�
2" SCREENED VENT s/g"X 10" ANCHOR BOLT W/ 3"X3"X / p g H C a
HOLES WITH 1/4" \ / y p /4" PLATE WASHERS a 45" o.c. NO
GORRo510N RESISTANT L I Y I NS I\ LESS THAN 4Y2' $ NO MORE THAN 12" 2X4 STOP 3-2x 12 O o W C1
METAL MESH COVERING FROM EA. END SILL CORNER, JOINT, STRINGERS
END, OPENING ETG. 7" MIN.
FIRE BLOCK ALL VERTICAL EMBEDMENT INTO GONG. EXCEPT a 2-2X HEADER
OPENINGS IN WALLS AT
SHEAR WALLS - SEE SHEAR WALL Z.
�rl
PLATES AND FLOORS NAILING SCHEDULE. CLIMATIC AND GEOGRAPHIC
2x P.T. SILL FLOOR JOIST 2X4 BLOGKIN6 DESIGN CRITERIA: z
(FIRE5TOP) °� r l W
`.J
� TERMITE: SLIGHT TO MODERATE
z DEGAY: 5LIC5HT TO MODERATE W,
f I ° #4 REBAR a 16" O.G. HORIZONTAL FIREBLOGKS WINTER DES16N TEMP: 1-70 C�
ENGINEERED JOISTS, SIZE AND FIREBLOGK STAIRS: \ IGESHIELD REQUIRED: NO
5PAGIN6 PER PLAN OR 2X JOISTS T a ONCE IN TOP & BOTTOM \ FLOOD HAZARDS: 2003 IGG2 FIRM
OF RUN BETWEEN STRINGERS
0
PIN. PLR Q ° #4 REBAR ® 48" O.G. VERTICAL S ALON6 RUN BETWEEN STUDS AIR FREEZING INDEX: 250 m
a
a US BEE HR FGRE UNDER
STAIRS
\ MEAN ANNUAL TEMP: 50
° ° 3" MIN. 5 8"STAIR CEILING) (TWO LAYERS
TOP PL. GLR. TYP. \ DESIGN DATA:
#4 REBAR
(2) 2x TOP PLATE, LAP GORNER5, W "J" BAR ROOF LOADS: LL 25#/5F (SNOW)
OFFSET END JOINTS BY 48" DL IS#/SF
TOTAL 40#/SF
ALL FOOTINGS TO BEAR ON STAIR NOTES:
BEARING 501L FLOOR LOADS: LL 40#/5F
\—V2" GYPSUM WALLBOARD, TYP. _ RISER HEIGHT = 7-3/4 MAX. DL IO#/SF
WALL GREATER THAN 4-o PER PLAN STr41� D�T?� I L TYP I GAL ��
716" 055. OR PLYWD. SHEATHING. W/ PVA VAPOR BARRIER a WALLS TREAD DEPTH = 10 MIN. TOTAL 50#/5F r�
NAIL 6" EDGE, 12" FIELD WITH 8d AND CEILIN65 s+a
NAILS UNLESS NOTED OTHERWISE ,5TD. r-OUNC fATI ON I7ETA I L 6 scALe: N.rs. `
DECK LOADS: LL 60#/SF
e TOTAL 70#/SF
t� `q —
6I SCALE: N.T.S. PER IRG R403.1.3 #5
2x STUDS a 16" O.C. TYR LIVING AREA 501E : ACTIVE
PSF p
ACTIVE EARTH PRESSURE : 35 cfIN
FIRE BLOCK ALL VERTICAL AT-REST EARTH PRESSURE : 45 pcf �—
PASSIVE EARTH PRESSURE ; 350 pcf
OPENIN65 IN WALL5 AT SEISMIC, 6H UNIFORM `V(�' A�
PLATES AND FLOORS BASE COEFF CIS T OFFRIGT ON P �0.35 p
CONCRETE: 2500 PSI AFTER 28 DAY5
(51/2 SACK MIX) ® 9N-
-3000 P51 FOR EXTERIOR FOUNDATION
J"X 10" ANGHOR BOLT W/ 3"X3"X WALLS, PORGHE5, STEPS, AND OR
PLATE WASHER5 ® 45" o.c. NO LESS
GARAGE SLABS- AIR ENTRAINMENT
2x STUDS a 16' O.G. TYR THAN 4�" 4 NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT 5 BETWEEN 5-T% (TABLE 402.2 IRG) +
END, OPENING ETC. -7" MIN. F
EMBEDMENT INTO GONG. EXCEPT ® GARA(5E
SHEAR WALL5 - SEE SHEAR WALL MASONRY PER PER 2015 IBC .O
SIDING, SEE PLAN FOR TYPE NAILING SCHEDULE. STEEL : PER 2015 IBG (GRADE 40) L
WOOD : PER 2015 IBG
2x BOTTOM PLATE NAILING : PER 2015 IRG NAILING PER TABLE
Rfo02.3(1) date,: 7-26-16
6 MIL. VAPOR R-10 INSULATION; WIND: &5 MPH K ✓rmit:
2x P.T. SILL BARRIER BETI^EEN EXTEND IN 2' FROM SEISMIC: ZONE - D1 rEvlBlons:
4" GONG. SLAB ON GONGRETE SLAB d FOUNDATION WALL V = see design calculatlons(WdU
4" GRANULAR BED 6 NULAR BED
FIN. PLR. 4" GONG. SLAB ON WEATHERING POTENTIAL: MODERATE
4"C� 0.5. TIOHTLINE, POSITIVE ° a a 4 a ° ° 4" GRANULAR BED il FR05T LINE: 12"
DRAIN TO STORM SYSTEM 4 4 ° ° ° °oII III E.F.P.: 45 PSF
M' 4" BEAM: DOU6LA5 FIR #2
FIN. GRADE TO SLOPE -
IM wag
AWAY FROM BUILDING z \\\\\\�\� I I —I 1 1 I III I III III III—III III III—III—I 1 1 I—III—III— ° 180
FID = q O P51
E
_ E = p0 I,b000
IIIIII—I —III III—IIIIIIIII—IIIIIIIIII i I—IIIIIIIII—III—III III—III III BEAM: DOUGLA5 FIR #2
" /\\ ° IIIIIII—III—III IIIIII—IIIIIIIII-1 I—IIIIII-1III—III III—IIIIII—III_ fv _ 170
COMPACTED FILL a fb = ,30 ,0
��i\/i\ IIIIIIIIIIII—III -III—I I_I I—IIIIII—III- I III—IIIL I—IIIIII—III P T. DO °
E 1,300p0
\ \ a 4" OS uGLAs1 = 1550 P51 drawn bLI LMD
1—I 11—I I1 111 I—IIIIII—III—III—III III—III—III—I III—III—III— IIIIII—III E = 1,b00,000 ,+
—REBARPLACEMENT—IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III—IIIIIIIII11I GI PGIG2.Q by: GPI
SEE DETAIL #2 ABOVE 6" POST: DOUGLAS FIR #2
// REAR P{J1GB•6IT P82 REAR PLAGB�IT i Fc 11 = � SI
ABOVE �
00 P
�� a —III III III I 1 I 1 III-1 1 III III III-11 III—I 1 111-11 I 1 I 11 I III 1 1—III LW,wL *2 ° NL 02 ABOVE = I,300000 sHf�_F�T
/ °/\�� I_ -I I I I I I I I I I I—I I I II 1 I I I1 1 I—I I I 1 1 I I I1 1 1 I I I1 1 1 I I II l i I I I1 1 I I I1 1 I I I1 1 I I I I—I I I I I I-1 1I I II I I I I II i I iI I I I I I I I I I I II I Ia a. 4 015T5 b RAFTERS HEM 77: FIR #2
a. 4 STUDS: fv = 150
� 550 P51
fl = 10A G
ITI ALL REINFORCEMENT 6LU-LAM BEAMS:
WCP PERF. FOOTING DRAIN TILE MUST BE TIED IN PLACE fv = 240 psi
W/ GLOTH COVER i GRANULAR — FOR FOUNDATION INSPEGITON fb = 2,400psi (reduced by size I
COVER A5 REO'D. BY SOIL FSEE FOUNDATION PLAN E = 1,&OOPOO pjl
CONDITIONS �V/
FOR FT6. / FDN. SIZE
NOTE:
NOW FLACMEW FM ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON VARIATIONS FROM THE ABOVE
HILL
MrA 02 ABOVE BEARING 501L BEARING SOIL NOTED ON HEPPLANS. BE
�L
CURRENT/2016
WEST GOAST PLUMBING
16-229 LOTS 1 4 2/ LOT I
I.SUBFLOOR:
T86 PLYWOOD OR OSB APA RATED
5TUR
e
-FLOOR Ib" O.G., 3/4"
T1'P1 GAL VSALL SEC71 ONS HALL 4_ HALL ROOF SHEATHING:
GI SCALE: N.T.S. APA RATED SHEATING 24/I6 ?/16"