HomeMy WebLinkAboutPermit File BLD-2021-0817 1317 16th Street G1TY O�
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i - 4 0
1 8 02D
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1391 31' i 31' i
r 8 O • I , 02 ` ,'t]l.+O��, z z (DBL.) I I-7/8"BCI 5000 1.7 JOISTS IDOL) I I-7/8"BCI 5000 .7 JOISTS
V _( I I-7/8"BCI 5000 I.7 JOISTS 16"CTRS. WALL ABOVE
22'-I O-° - 'I`3'-3" 4'-I D-"� (2)SIMP.STHD 14 @ • 2'',
1891 �) 1 BCI RIM JOIST\ 4x l O#2 DF HDR`
r 1. 0f 7 r
, 2-8
/i 1 LSTA2 12 STRAP
6"THK.STEM WALL \
I I r5IMP.
BLOCKING I g @ 1 G"CTRS. I d�ORCO�$ z' 2' 2' I0 < s-1n'xtt-7:6"cLa
ti� C04. 8'-3" i 0 SIMP.TOP FB2.LG IHGR.88
,� G1t Y p �A{� cv
Sx6 M2DF POST SIMTOP B GZSGR 88 a x .t (TTP)
�,� w/SIMP.C350-5D52 P . SIMP.LVB4.28/I .88
PO ,J L� �_ 1 rJ L , SIMP.HB5.50/14 �I, I TOP FLG HGR.
i 3'SOU.x 8"THK.�L l { TOP FLG HGR. I` N r____.--SIMP.
�SIMP.L5TA21 2 STRAP
I I THICKENED SLAB I I I if(3)2x6's I_ - e e e e e n d e e e a e e e 3)2x6's
`,y� C/, •w • 3'SOU. 3'SOU. 4F ABOVE 2'2" _ __
- — — - - - - '
I 1 I + I , °-�1\\jrflrr HUCC6-1OSDS HANGERS
4�Q� _ .1 L___ � --� i' +� j SIMP.LSTA212 STRAP
l F (3;#4. EACH r
WAY(TYP.) BC6 POST CAP
"CT SQ� _ SIMP.TOP FLG OCR.88 OR SIMILAR
�I PIELI� 32' K--1 I5'-6" IS'-6`— '--•' 32
SIMP. 87. 2/ I.88
TOP FLG HGR.
Garage G:r:ge
9'CEWNG 9' El G 0
4"CONC.SLAB ,i"_P.= =_J_ o SIM TOPBFLG HGR-88 •
SLOPE TOWARD DOORS
w/6"x6"WIRE MESH WALL ABOVE ��I N )
2"RIGID(SOUL.R-I O UNDER 16'-3" "
20I \ 20' 20' I 5-112`x11-718"OLE,
\1 7
Wire mesh may be 8"STEM WALL w/
PONY WALL
omitted from
8"STEM WALL 'I
concrete slab. 2"RIGID R-I0 INSUL.ADHERED TO CONC. I
w/PROTECTING COVERING I
w/WATER PROOF COATING ON CONC. C°THK.STEM WALL I
, SIMP.LSTA2 12 STRAP
l
L Z JIL -- r- - - -
y
(2)SIMP.STHD 14 (DBL) I 1-7/5'BCI 90 2.0 JOISTS f-2'
FOUNDATION PLANI 7/B"8CI 90 2.0 JOISTS @ I 6"CTRS. WALL ABOVE
IDOL) I I-7/8"BCI 90 2.0 JOISTS
•
5/8"X I 0'A-BOLTS • MAIN FLOOR FLAMING PLAN
( 3"x3"x I/4'GALV.PL.WEIR.
t" ON 4'-0°CENTERS
}, MIN.OF 2 BOLTS PER PIECE
LOCATED NOT MORE THAN I 2"FROM ENDS
OR LESS THAN SEVEN BOLT DIA.3-1/2' WM
FROM EACH END OF PIECE
(2)HOW#4 REBAR(CONY.) _
r IN UPPER I' IMT
-4 TABLE R608.5.4(1)LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
l- SPLICE LENGTH TO BED 2x6 STUDS @ 16"CTRS..WALL
Y 30 TIMES THE REBAR DIA.wl 2X6 PONY WALL —
�, MIN.FOUR SETS OF TIES EVENLY SPACED ALONG SPLICE t 2X6(PT)MUD SILL HORIZ#4 REBAR(CONY.) YIELD STRENGTH OF STEEL,/�.psi(MPe)
L ►_:s IN UPPER I'
BAR SIZE 40,000 NG 60,000(ago)
SPUCE LENGTH TO BE NO Splice length tension development
30 TIMES THE REBAR DIA.w/ 7/I 6"OSB SHEATHINGlength ort(inches)
r II-IIIII MIN.FOUR,SETS OF TIES 2X6(PT)
EVENLY SPACED ALONG SPUCE 4 20 30
Y FILL DIRT =I�= 8d @ 6"CTRS. Lap splice length-tension 5 25 38 f 1
COMPACT TO SOOPSF 4"THK.CONC.SLAB 6 30 45 1
(y G"MIN- 4 15 23 �f
I-I/2"CLEAR -< HORIZONAL#4 REBAR GRADE Tension development length for straight bar 5 19 28 ' 7 C. Bq
VERTICALN�RBAR -{ @ 24°CTRS. 518°X 10"A-BOLTS 6 .'P�x of NASpgb� _
HORIZONAL#4 REBAR °C 9' SPLICE LENGTH TO BE W '''''A.
Y `�.,�
12°@ CTRS. 30 T S THE REBAR DIA.w7 I-Il J"x3"x 1/4"GALV.PL.WHR. T swn development length o \
SPLICE LENGTH TO BE 2 I I I�I I I ON 4'-O"CENTERS D 9 4 6 9 rt
Y �BSW RIE REBAR DIA.w/ 8' EVMIENLY
SPAP�5ET5 OF TIES _ a.90-degreeand 18oa standard hooks with not less than 2.Inches of side cover 3.,
'� EVENLY SPACEITALONG SPUCE MIN.OF 2 BOLTS PER PIECE agree
MIN.FOUR SETS OF TIES / — —I LOCATED NOT MORE THAN 12°FROM ENDS perpendicular to plane or hook,and 5 7 11 'r
EVENLY SPACED ALONG SPUCE $, OR LESS.THAN SEVEN BOLT DIA.3-1/2" b.90-degree standard hooks with not Iess than 2 inches of cover on the bar extension beyond
/ Pea
7964 0 =a�"
24" '� 11 FROM EACH END OF PIECE the hook 6 8 13 ,FS EOfSTERF-
#5 @ 18"CTR. S/ONAL F--
L VERTICAL#4REBAR -
8"STEM WALL 4 8 12
2"RIGID R-10 INSUL ADHERED TO CONC. 8" @ 24•CTRS' 8" Tension development length for bar with 90-degree or 180-degree standard hook having less cover 5 10 15 4
w/PROTECTING COVERING ; -( I than required in Items a and b.
w/WATER PROOF COATING ON CONC. 4"SOLID 8 12 18
4"CONC.SLAB "t DRAIN PIPE
3/4" N ROCK SLOPE TOWARD DOORS - I 6' GRADED TO DRAIN BY
(2)HORIZ#4 REBAR(CONT.) il.
`Il _r,,,
g w/6"x6"WIRE MESH SPLICE LENGTH TO BE 15° GRAVITY
S ( N 30 TI S THE REBAR DIA-w/ 4"DIAMETER PERFORATED
((��Pt,,r S k '1 D) - �� EVENY SPAC ETS OF TIESONG SPUCE 6" STEM WALL SCALE: I/4" =I'-0" ON 22"x 34" PAPER
f/�(OS' g" �� NOT TO SCALE SCALE: I/8" =I'-O" ON I I"x 17" PAPER 5 of 7 J
IL 4°DRAIN �� 2"RIGID INSUL.R-1 O
8" , C(1 FOUNDATION MAIN FLOOR FRAMING PLANS
(2)HORIZ#4 REBAR(CONT.)
SPLICE5 LENGTH 42HERESAR DIA. -� NIChOLAS ANDRICH GARAGE w/ LIVING ABOVE
MIN.F ETS OF TIES
EVENLY SPACED ALONG SPUCE .� ZONED R-3 ADDRESS: I 3 I 7 16th STREET
8 HIGH STEM WALL j( BUILDER TO VERIFY ALL DIMENSIONS
SECTIONAL 1 CONSTRUCTION NEEDS TO COMPLY WITH PARCEL: I 55550
NOT TO SCALE 5J1 OR PER DETAIL'A'Si 20I 5 WBUILDINGOTO COMPLY WITH THE
N STATE ENERGY ODE(WSEC)
IRC 2015 BUILDING CODES Geo ID: 3772-09 I -0 I 0-0007
PLUMBING TO COMPLY WITH THE
2015 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 12/07/19
A
v,._cologe,
8 0 -4
02 1' "/ / 29' /--i I'-4° 3 TAB SHINGLES
r
ir. LD RIDGE VENT 7/1 6"O5B SHEATHING NAILED
1891 w/8d @ 6'CTRS.AT ALL SUPPORTED
C ENG.TRUSSES / EDGES E Sd @ I O"CTRS.@
O 4x8#2DF IIDR. 4x8#2DF nDR. I-4 - INTERMEDIATE SUPPORTS.
\ (0 2'PITRs.
rr ,_ I -�r , Z=-1 - 611 2 PITCH FACE GRAIN PREPENDICULAR TO SUPPORTS.
USE METAL"Ft"CLIPS AT UNSUPPORTED EDGES.
I , �r) I,
STICK FRAME
1 I DIECT VENTED I I - 8@I z CTRS. 5IMP.
GA5 STOVE �p EVE Y TRUSS 2x4
‘21d� I Bedroom = 2x4 WALL \ 3 HOLE BIRD BLOCKING
I1.-G" o Living 8'-I°CEIUNG I`,'I'I� R-491N5.
� 8'-I"CEIUNG 6X6 OR 4X8 BEAM HUNG-W/ ' �_ DRIP FLASHING
HL'C"ofi OR HUG48 HANGERS � BOX BERM tW.l 7116'OSB ON BOTH SIDES-WI 3"O.C.
V 1 DIECT VENTED r
ENG.TRUSSES Il ENG.MONO TRUSSES �1 5/8°GYP.BD. GAS STOVE MAILING AROUND PERIMETER tt"IN THE=EILD
vil TI-I I BLANKPANEL II
@ 2'CTRS. A 55 @ 2'CTRS. w/SLATE _ ETAL GUTTER
6!12 PITCH u__ ���" I 6J12 PITCH SEE ELEVATIONS FORSIDING / DEL 2X ALONG
NG AT ALL L(TIZOMTAL
I I I / 2x 6 @ 16"CTRS.WALLS = USPLICES ALONG THIS T WALL(LUE
/ _ \ - / 3!4"CDX OR O58 TtG. GLUE AND
`� P.)
\ 7/1 6"05B. BLOCK ALL PANEL EDGES B-
\ ----1� J 6 w/8d @ 6°CTRS.AT PANEL EDGES = 8'- �-�' NAIL w/RUNG SHANK 8d's @ 6"CTRS. I,
III I N. COAT _ __I CI05et WALL INSUL R-2 I Plus R-4, r'
I I HOCK` I P - l L 7 I/2"GYP.BD. — EDGES N 2'FECTND LN THE SUP.
id_
_IL_ --J I Linen � � FACE GRAIN PERPENDULAR TO SUPPORTS.
/1 fi- - L - J c - OSE TO BE L41D
\ I 1 CANTILEVER TRUSSES 5' ___ ' o sc-- _ /\ WATER PROOF
At��•_♦ I / �// gBath i .\II o ^ 3'HIGH HAND RAIL ///IL/11�M�NEI��I ���ll I I/2"G P D ���I ���I �l�l ���I II �l�l l�- �- �- �lll ��11 ��I,, Fiiljllll ' FOB ZOXIBOTTOR4PATE
o Y1 I \ 'R
A 34'-8" 32' 9' 32 I
1. 'k FAN'' I N 2'-4-"
• 0 i� U�--_ 50 / I 'b 2 -- 5/8° YP.BD. / R- 8 INS. ICI
I' I I T W/Dlr<Svp w , d`JI I I ,l GRADE 5-I/4"x 14"VERSA-LAM - C•
I II I 1 11 L`JI v On GAR.0'. SX11-718"GLB
6X6 OR 4X8 BEAM HUNG WI I A I I� III 'J_ II I��•�ll F -__ SIMP.CCQS-65D52.5 I I-7i8"BCI 90 2.0
HUC66 OR HUC48 HANGERS rr-- J I L-MD-�_-.i -�C- 1 _-J JOISTS @ 16'CTRS.
I I I V l SEE ELEVATIONS FOR SIDING
STICK FRAME a 2x G @ 16"CTRS.WALLS
1 I III @ 2'PITCH
�� 9 6x6#2DF POST 9 - 7/1 6"05B. BLOCK ALL PANEL EDGES S
I l.Wlll 8/ 2 PITCH 8� —� 8"STEM WALL 4°CONC.SLAB = w/8d @ 6"CTRS.AT PANEL EDGES
II" III r- —_—_ 2"RIGID R-I O INSUL ADHERED TO CONC. SLOPE TOWARD DOORS WALL INSUL R 21 Plus R-5,
K L -ID - w/PROTECTING COVERING
�I II J2"GYP.BD.
0 ITr},I r J I w/G"xG"WIRE MESH
7 w/WATER PROOF COATING ON CONC.
o I1 J�4y9 I BAR L-__ _ _ — — — Ir SIMP.CBSQ-SD52 or Simpson ABJ66Z, or equiva :nt •
NI I,• I L 36"x 60" rn-� lam- 1 . '- GRADE
LLL---, I e 1 d '
- - - - -
I I'-6" d. I Kitchen 1 y 2°RIGID INSUL R-I O
8'-I"CEIUNG § Nd v
I ODdm a ______ I I SECTIONAL DETAILS
MI.HOOD 1 . p I
L L_ 4�-I--]C-II SDI , 1 I MANUFACTURED GABLE
I ®l It REFR tILP, I I d I I TRUSSES @ 24"O.C.
L 1- -IIL----JL.--'I Lu_.JL J I
1,-4° \ L 4x8#2DF HDR. �__J 14„ FOR CODRC .
• > w4 Ar Y Ofir'
/-2' /I'1+" Wire mesh may be s Gam,,, /.
ROOF PLAN411, -3'_4"� omitted from /���� m
concrete slab. y1�,
���4coR� o�
.b FIELD LDS {
IZ ENG.TRUSSES 11
STICK FRAME G 1 °e 2��' /" I
@ 2'CTRS. G/1 2 PITCH
87I2 PITCH • C. 8
°,\of wAs,J'�O,
OW ari o m�z�
2x4 WALL 10 _ - -
J964 4
I il. ,F,pSf�i STER�-�Gs�
6X8 OR 4X8 BEAM HUNG Wi /DNAI E
HUC6u OR HUC48 HANGERS I
' HU 0
,I
I
8'-I°
ENG.MONO TRUSSES
G/IZPITCH SCALE: 1/4" = I'-0" ON 22"x 34" PAPER
` SCALE: 1/8" =I'-0" ON 1 I"x 1 7" PAPER G of 7
�iiii� i�� ii� i�if �III[�;
SECTION A A ROOF PLAN $ SECTIONAL DETAILS
NICHOLAS ANDRICh GARAGE w/ LIVING ABOVE
ZONED R-3 ADDRESS: 13 17 I Gth STREET
BUILDER TO VERIFY ALL DIMENSIONS
CONSTRUCTION NEEDS TO COMPLY WITH PARCEL: P 55550
• 201 5 WASHINGTON STATE ENERGY CODE(WSEC)
DUI
RC20I5 BUIING TO ILLDING CODESMPLY WITH Geo ID: 3772-09 I -0 I 0-0007
PLUMBING TO COMPLY WITH THE
20I 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 12/07/19
A y O
*0
31'
i 3 1'
' H O • O 2 I I IDOL) I I-7/8"BGI 5000 1.7 JOISTS IDOL) 1 1-7/8"BCI 5000 I.7 JOISTS
'''(y I I-7/8"BCI 5000 I.7 JOISTS @ 16"CiRS.
s 22'-I Oz° I 3'-3" 4'- Oz° (2)SIMP.STHD 14 WALL ABOVE 2
1891 �� r- t , \ \ BCI RIM JOIST\ r—
77 %( 4x 1 0#2 DF HDR.
4C0g J , r_(_=T_ _L_J�_L
r r f z 8 II
/ /i L5TA212 STRAP
6"THK.STEM WALL \
I I r5IMP.
BLOCKING Ig @ I G"CTRS. I 'F�ORCO�$ z' 2' 2' I0 < s-1n'xt1-7:6"cLB
ti� C04, 8'-3" i p SIMP.TOP FO2.LG IHGR.88
, - G1�Y p 'A{� cv
Sx6#2DF POST SIMTOP B GZSGR 88 a x . (TTP)
•
R' CAW
�f'1 w/SIMP.CD50-5D52 SIMP.LV84.28/I .88
l'O ,J L� �_ 1 rJ L.� SIMP.HB5.50/14 �I, I TOP FLG MGR.
i 3'SOU.x 8"THK.�L l { TOP FLG HGR. ` N f�SIMP.LSTA21 2 STRAP
I I THICKENED SLAB I I I if(3)2x6's •
e e 4 e a e e e 3)2x6's
`,y� C/, "w • 3'SQU. �- 3'SOU. 4F ABOVE 2'2" _ __—— — — — — — —
I 1 I + 1 I , re1\\jrflrr
HUCC610SDS HANGERS
4�Q� .1 L___ � --� i' +� j SIMP.LSTA212 STRAP
l r (31#4 BFR EACH r
WAY(TYP.) BC6 POST CAP
��'O S� _ SIMP.
TOP FLG OCR.88 OR SIMILAR
I' PIELI� 32' K--1 5'-6" I S'-6`— '--•' 32
SIMP. B7.12/I 1.88
TOP FLG HGR.
Garage G:r:ge
9'CEWNG 9' El G 0
4"CONC.SLAB ,i"=P'= ==J_ o SIM TOPBFLG HGR.88 •
SLOPE TOWARD DOORS
w/6"x6"WIRE MESH WALL ABOVE ��I N )
2"RIGID INSUL.R-I O UNDER 16'-3" "
20I \ 20' 20' I 5-112`x11-7,6"GLB
\1 7
Wire mesh may be 8'STEM WALL w/
PONY WALL
omitted from
8"STEM WALL I 1
concrete slab. 2"RIGID R-10 INSUL.ADHERED TO CONC. I
w/PROTECTING COVERING I
w/WATER PROOF COATING ON CONC. 6`THK.STEM WALL I
, SIMP.LSTA2 12 STRAP
l
L Z JIL -- r— — — -
y
(2)SIMP.STHD 14 (DOL) I I-7/8'BCI 90 2.0 JOISTS f-2'
FOUNDATION PLAN 718"8CI 90 2.0 JOISTS @ I 6"CTRS. WALL ABOVE
IDOL) I I-7/8"BCI 90 2.0 JOISTS
5/8"X IC,A-BOLTS • MAIN FLOOR FLAMING PLAN
( 3"x3"x I/4'GALV.PL.MIR.
t- ON 4'-0°CENTERS
}, MIN.OF 2 BOLTS PER PIECE
LOCATED NOT MORE THAN I 2"FROM ENDS
1 OR LESS THAN SEVEN BOLT DIA.3-1/2' WM
FROM EACH END OF PIECE
(2)HORIZ#4 REBAR(CONY)r IN UPPER I' IMT
-4 TABLE R608.5.4(1)LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
l- SPLICE LENGTH TO BED 2x6 STUDS @ 16"CTRS..WALL
Y 30 TIMES THE REBAR DIA.col 2X6 PONY WALL —
�, MIN.FOUR.SETS OF TIES EVENLY SPACED ALONG SPLICE t 2X6(PT)MUD SILL HORIZ#4 REBAR(CONT.) YIELD STRENGTH OF STEEL,/,.psi(MPe)
L ►_:s IN UPPER I'
BAR SIZE 00,000 NG 60,000(sis(
SPUCE LENGTH TO BE NO splice length tension development
30 TIMES THE REBAR DIA.w/ 7/I 6"OSB SHEATHING length ort(inches)
r I1=I11II MIN.FOUR SETS OF TIES 2X6(PT)
EVENLY SPACED ALONG SPUCE 4 20 30
Y FILL DIRT =I�= 8d @ 6"CTRS. Lap splice length-tension 5 25 38 f 1
COMPACT TO 150DPSF 4"THK.CONC.SLAB 6 30 45 1
(y G"MIN. 4 15 23 �/
I-I/2"CLEAR -< HORIZONAL#4 REBAR GRADE Tension development length for straight bar 5 19 28 ' 7 C. BR
VERTICAL"CTRBAR .0 @ 24°CTRS. 518"X 10"A-BOLTS 6 .'Px of NASpgb� _
HORIZONAL#4 REBAR °C 9' SPLICE LENGTH TO BE W -Y `'.,�
12°@ CTRS. 30 T S THE REBAR DIA.w7 -Il J"x3"x 1/4"GALV.PL.WHR. Tension develo ment length \
SPLICE LENGTH TO BE 2 11I�I1I ON 4'-O"CENTERSD 9 4 6 9 rw
Y �BSW RIE REBAR DIA.w/ 8' EVMIENLY
SPAC D"'AL OF TIES _ a.sod a PI,1e standard hooks with not less than 2kk Inches or side cover '3.,
' EVENLY SPACEITALONG SPUCE MIN.OF 2 BOLTS PER PIECE agree an agree
MIN.FOUR SETS OF TIES / — —1 LOCATED NOT MORE THAN 12°FROM ENDS perpendicular to plane or hook,and 5 7 11
EVENLY SPACED ALONG SPUCE $, OP LESS.THAN SEVEN BOLT DIA.3-1/2" b.90-degree standard hooks with not less than 2 inches of cover on the bar extension beyond Pea
7964 0 =�W
24" '� 11 FROM EACH END OF PIECE the hook 6 8 13 ,FS EOfSTERE'
#5 @ 8"CTR. S/ONAL E-*
L VERTICAL#4 REBAR -
8".STEM WALL 4 e 12
2"RIGID R-10 INSUL ADHERED TO CONC. 8" @ 24•�I�' 8" Tension development length for bar with 90-degree or 180-degree standard hook having less cover 5 10 15
w/PROTECTING COVERING ; I -( 1 than required in Items a and b.
111
w/WATER PROOF COATING ON CONC. E 4"SOLID 6 12 18
4"CONC.SLAB -t DRAIN PIPE
3/4" N ROCK SLOPE TOWARD DOORS - I 6' GRADED TO DRAIN BY
(2)HORIZ#4 REBAR(CONY.) il.
`I� __ii. w/6"x6"WIRE MESH SPLICE LENGTH TO BE 15° GRAVITY
S ( N :��� 30 TI 5 THE REBAR DIA.w/ 4"DIAMETER PERFORATED
((��Pt,,r S k 'I D) -� — �� EVENY SPAC ETS OF TIESONG SPUCE 6" STEM WALL SCALE: I/4" =I'-0" ON 22"x 34" PAPER
f/�(OS' g"fii. M NOT TO SCALE SCALE: I/8" =I'-O" ON I I"x 17" PAPER 5 of 7 J
IL 4°DRAIN �� 2"RIGID INSUL.R-1 O
8" , C(1 FOUNDATION MAIN FLOOR FRAMING PLANS
(2)HORIZ#4 REBAR(CONT.)
SPLICE5 LENGTH 42HEREDAR DIA. -� NIChOLAS ANDRICH GARAGE w/ LIVING ABOVE
MIN.F ETS OF TIES
EVENLY SPACED ALONG SPUCE .� ZONED R-3 ADDRESS: I 3 I 7 16th STREET
S HIGH STEM WALL j( BUILDER TO VERIFY ALL DIMENSIONS
SECTIONAL 1 CONSTRUCTION NEEDS TO COMPLY WITH 201 5 TAJL PARCEL: I 55550
NOT TO SCALE 5J1 OR PER DE 'A'SiS1 BUILDING TOCOMPLY WITH THE
ODE(WSEC)
IRC 2015 BUILDING CODES Geo ID: 3772-09 I -0 I 0-0007
PLUMBING TO COMPLY WITH THE
2015 UNIFORM PLUMBING CODE DRAWN BY: BRUCE KUSTAD DATE: 12/07/19
A
v,._coopii,84
0 i- - - - - --31'_3°
8 0 02 I'-4", / 29' /--i I'-4" 3 TAB SHINGLES
r
ir. LD RIDGE VENT 7/I 6"O5B SHEATHING NAILED
1891 �. w/8d @ 6'CTRS.AT ALL SUPPORTED
C ENG.TRUSSES / EDGES E Sd @ I O"CTRS.@
0
4x8#2DF HDR. 4x8#2DF HDR. i`3 - INTERMEDIATE SUPPORTS.
\ MAR.crRs.
1-I 1_ 1 -�r 1_ I Z=-1 - • 611 2 PITCH FACE GRAIN PREPENDICULAR TO SUPPORTS.
USE METAL"Ft"CLIPS AT UNSUPPORTED EDGES.
I , r) I,
STICK FRAME
I I DIECT VENTED �Y 1 1 - 8@/I z CTRS. SIMP.
GP5 STOVE �p EVE Y TRUSS 2x4
d'I� I Bedroom = 2x4 WALL \ 3 HOLE BIRD BLOCKING
6°
Living 8'-I°CEIUNG p �\ R491N5.
�� 8'-I"CEIUNG cv
a 6X6 OR 4X8BEAM HUNGW/ �_ DRIP FLASHING
rox HL'C"o6 OR HUG48 HANGERS i - � BOX BEAM WI 7116"OSB ON BOTH SIDES.WI 3"O.C.
ENG.TRUSSES * 1 ENG.MONO TRUSSES 5/8°GYP.DO. DIECT VENTED r NAILING AROUND PERIMETER 12"IN THE=FILL
v1 @ 2'CTRS. A In]SS @ 2'CTRS. TI-I I BLANK PANEL - GAS/55LATE Y TOVE /
u II / ETAL GUTTER
6!1 2 PITCH �` �" 6J 1 2 PITCH SEE ELEVATIONS FOR SIDING DBL 2X BLOCKING AT ALL HORIZONTAL
I I 0 6 @ 1 6"CTRS. ELS \,� - p
SPLICES/4'CDX OR O58 13GL G UE AND
�\ 7/1 6°055 BLOCK. L PANEL EDGES B-
\ ----1� J 6 w/8d @ 6°CTRS.AT PANEL EDGES 8'- " �...�' NAIL w/RUNG SHANK 8d's @ 6"CTRS.
N. III I COAT ____I I ClOSet WALL INSUL R-21 Plus R11, - ♦ EDGES 41 2'CTRS.IN THE FIELD.
1 I I HOOKSL I P 1 L 7 I/2"GYP.BD. NE _ FACE GRAIN PERPENDULAR TO SUPPORTS.
\ �� Lmen c
fL- - J L OS8 TO BE LAID
1 I CANTILEVER TRUSSES 5' 1F - _I ] o��-- -I-__-� /\ O MEMR PAROOF \ R HORIZONTALLY
-
BBath 2'1'
1. . / \1 DBL 2X BOTTOM PLATE
s---- 0 3'HIGH HAND RAIL I/2°GYP.BD. II
A . b�. o A III .1;"II
34'-8' 32' 9' ,� .;� I nl 32' I°
I. • O i� H --_ 50 / I 'b 2 5/8° YP.BD. / R- 8 INS.
P 1 j �y/Dl�<w�wir� II II I ,� GRADE f- 5-I/4"x 14"VERSA-LAM / y 5X11-/18"GLB
6X6 OR 4X8 BEAM HUNG WI I A 114 III 2,_
. II I r. Ii 11 L-o JI `t 1 I-715"BCI 90 2.0 OH GAR.DR
HUCS6 ORHUC48 HANGERS - -- J i L-M=:8_-i1� 11_C_ 1-_-J SIMP.COOS-65D52.5 JOISTS @ 16'CTRS.
1 , V l SEE ELEVATIONS FOR SIDING
1 STICK FRAME a 2x 6 @ 16"CTRS.WALLS
I I r+-III @ 2'CTRS. �� 9 6x6#2DF POST 9 S 7/I 6"OSB. BLOCK ALL PANEL EDGES S
1 I I hml.11 8/1 2 PITCH 8� —� 8"STEM WALL / 4°CONC.SLAB wl 8d @ 6"CTRS.AT PANEL EDGES
1 I III r- —_—_ 2"RIGID R-I O INSUL ADHERED TO CONC. SLOPE TOWARD DOORS WALL INSUL R-21 Plus R-5,
L.1__ID 1 w/PROTECTING COVERING I J2"GYP.BD.
01 J I w/G°x6"WIRE MESH
I 36"x 60" rn-�� ----------- w/WATER PROOF COATING ON CONC. I \ SIMP.CBSQ-SD52
p i 1�� I BAR , o '
NI I I• I i_ -I 1 I p \ \ " GRADE
cq
6° 1 u4 Kitchen i ) \------------ 1 ._. . .- u.:?-.- 1i r` h
I 8'-1"CEIUNG ; Nd 9 2°RIGID INSUL.R-IO
I IXH°HOOD _,_ �a ° — — I SECTIONAL DETAILS
L 1 "i ,r-JC-,� -I 1 ) 1 I MANUFACTURED GABLE L_--L ®may--It-REEK ;ILA,S�1 1 A 1 I TRUSSES @24"O.C.
•1,-4° \ L 4x8#2DF HDR. �__J 14„ FOR CODEC .
,,, 1TI, O rd
r-z' /'-4', Wire mesh may be s Gam,,, 1,
ROOF PLAN411, �3'-4"_/ omitted from /���� m
concrete slab. y ��,
�%.ep�co ' 6-
'0 FIELD LDS {
IZ ENG.TRUSSES 11
STICK FRAME G I °e 2��' /" I
@ 2'CTRS G/1 2 PITCH
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2x4 WALL ,. 14%411 l' illi111111111111111."- - -
J964 4
I il. ,F,pSf�i STERi-�G\�
6X6 OR 4X8 BEAM HUNG 4Vi /6NgU E
HUC6u OR HUO48 HANGERS
I
' HU 0
,I
8'_I°
I
ENG.MONO TRUSSES
G/IZPITCH SCALE: 1/4" = I'-0" ON 22"x 34" PAPER
; __ i - ` SCALE: 1/8" =1'-0" ON 1 1"x 1 7" PAPER G of 7
SECTION A-A ROOF PLAN $ SECTIONAL DETAILS
NICHOLAS ANDRICh GARAGE w/ LIVING ABOVE
ZONED R-3 ADDRESS: 13 17 I Gth STREET
BUILDER TO VERIFY ALL DIMENSIONS
CONSTRUCTION NEEDS TO COMPLY WITH PARCEL: P 55550
201 5 WASHINGTON STATE ENERGY CODE(WSEC)
SD)
RC2015 BUIING TO ILLDING CODESMPLY WITH Geo ID: 3772-09 I -0 I 0-0007
PLUMBING TO COMPLY WITH THE
201 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 12/07/19
I Gth STREET
NEW PERCENT OF LOT COVERED
°RCODEc 8991 SQ. T.
woo � ,� LOT AREA
w4 ii1111111k,� Y { �1 0 EXISTING HOUSE PORCH , DECKS $ CARPORT 1821 SQ. FT.
G, �
GARAGE w/ LIVING ABOVE , STEPS SIDEWALK 992 SQ. T.
0
Allalik 8 0 ' 02 TOTAL COVERAGE 2813 SQ. T.
� `�CpR` �°, .4 1891 FIRE
HYDRANT PERCENT OF COVERAGE 3 I .2%
��TdFIELD 5�� ICO1 S
I 6'-5" CITY
WATER TOTAL IMPERVIOUS AREA
ELEVATION 58.8'
EXISTING HOUSE, PORCh , DECKS $ CARPORT 1821 SQ. FT.
�4p • - • _ • _ , _.0958" E 89.9 1 ' ELEVATION 50.8' EXISTING GRAVEL DRIVE WAY 779 SQ. FT.
. . _ • • NEW GRAVEL DRIVE WAY 1 390 SQ. FT.
\._ I - ' GARAGE w/ LIVING ABOVE , STEPS $ SIDEWALK 992 SQ. FT.
• Q TOTAL 4982 SQ. FT.
I % SLOP •
W PERCENT OF IMPERVIOUS 55.4%
ri) --
I % SLOPE
I
-----r----� c� I 0 0 0 0 0 NOTES:
W J r -� N__ Q;-�__ SIDE WALK
W I I . SEWER WILL BE CONNECTED TO EXISTING SEWER HUB.
Q
J
> 2. WATER WILL BE CONNECT TO EXISTING METER
z �`4, 1/ 3. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH
LU z U SILT FENCES AND SHALLOW SWALES TO PROTECT THE
z ADJACENT PROPERTY.
I Q 4. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET
I
h O U SE PROTECTOR INSTALLED PER WSDOT DETAIL I -40.20-00
Site topography limits suitable splash block locations. _1 C/ -` -- • 5. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY.
If water is found to run into or pool on city right of way, roads, alleys, or = Final grade/slopeI' m
neighboring property, additional methods of infiltration will be required. may require that this G. ALL DIRT TO BE HAULED AWAY
U
splash block 0 - 7. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE
Figure V-4.6: Typical Downspout Splashblock Dispersion discharge to the 0/
lower yard area. DECK IIIPLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB $ GUTTER.
_ = ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL
L N PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
jiul_ - +1 o 1 '0 8. UNDISTURBED SOIL PER BMP C I 0 I
Ln
in
Roof downspoutserves r-1- - 1L� - .JI I= Final grade to slope BMP 1 2 1 H
up to 700 s.f.of roofI % SLOPE
] - �' 7t IL 0MULChING/ DECK=� away from structure -
at all splash block SODDING SPLASH t 0 O
] - -r C p 16' 4
JI Jr locations. z BLOCK 2 z
GARAGE w/ LIVING ABOVE 2% SLOPE �/
--7 - __ I 1= _I % SLOP f 1 O ,��I �_ \ U BMP233 I D f�AW I N G INDEX
�� = J I - !C M - - - -���, SILT FENCE
- - II_-_ JI 1 } It - �i -=�� �i__ _ ;•���-� Aim to vegetation. -ER WSDOT I I . NEW SITE PLAN
E III II I DETAIL 1 -30. 15-02
`• o o 1iN 11 Becioom III 4 SEWER PIPE \ 2 . EXISTING SITE ELAN
� .- l r*= II
" I� \ - o �, - 3 . ELEVATIONS
L J • LElill I II l
� - II • 1L - POWER LL
� o \ w< 4 . GARAG $ IVASIN FLOORPLANS
�l, � �Inen� , \ 0 5 . FOUNDATION $ MAIN FLOOR FRAMING PLANS
� � . ROOF PLAN SECTIONAL DETAILS
• I� IEI� NW / Bath � U BMP 123•
/ , I I PLASTIC COVERING
- ���r� 1 \ DIRT PILE 7 . GARAGE MAIN FLOOR BRACE WALL LINE PLANS
�, I � �24�1� ��
0 0 VPi' �_ ,, i CONCRETE \ CONCRETEBMPI51
t7 nspoul exiensior� I PARKING \ BMP54 HANDLING 1 L6Bx6OJ CONCRETE WASHOUT AREA
LT-] •
I SPLASH Bedroom o \ ` /,
Bt6£i 1 1 I Kitchen �I I 8_1 cEIINo ILI:LLEY
�8'-I"CEILING \IXH HOOD \ - /L =in-t I2 oSEDMEN40RAP
; pt nnto ��� -�Lc 1 l DOWNSPOUTELEVATION 6I .8' D D 15
5% SLOPE POWER 2% SLOPE -
ELEVATION 50.8'
ELEVATION 60.0' • E . 'TION 55.9' 5 88cl a8" 7 i ; ' • q,
BMP C103 SrLASI I BLOCr,BARRIER FENCEMAINTAIN 2' MINIMUN SEPERATION BMP C 105
Source;4;ng County Depar -nen!of Natural Resources, 1998 l T TO SCALE FROM UTILITY POLE TO EXCAVATION. BMP C 107
Splash blocks require GRAVEL CONSTRUCTION ROAD w/ ZONE : R-3
p q 4" - 8" QUARRY SPACES
a 50' vegetated flow PER WSDOT DETAIL 1 -80. I 0-02 BUILDER TO VERIFY ALL DIMENSIONS
Typical Downspout Splashblock Dispersion path. These CONSTRUCTION NEEDS TO COMPLY WITH
Revised Decembar2018 locationsis not
DEPARTMENT OF suitable for a splash 2015 WASHINGTON STATE ENERGY CODE (WSEC)
ECOLOGY block. BUILDING TO COMPLY WITH THE
Please see htt .Rvrniv,ecy.vra grow vpyrighthrarifor copyrig hl notice including permissions. I RC 20 15 BUILDING CODES
I State or washingtcm limhIion of liability,and disclaimer, -
t l . .
\ PLUMBING TO COMPLY WITH THE
mmnimm �mm' ,iIIl uiimiIIm�mIIn�mIIn�mIIi'i6II� _ 2015 UNIFORM PLUMBING CODE
w ry . , kid IT H II IT y II IT y II IT y II IY 1111 4 111 4 I
z III II III II III II III II III II III II 11 III �� II
>- dil`i�'ihh lig i��ih li'ilill���YV��iiii------•-
SCALE: I " = 20'-O" ON I I " x 17" PAPER I of 7
I of 'mmm�mmnnmminlmlmnmmnammominammin SCALE: I = I 0 0 ON 22" x 34" PAPER
o IICIII u u L 11 11 11 11 8' I" 24'-62° REV.#3 08/03/2 I ADDED SPLASH BLOCKS
IIIlu IIIIIIUIJJulullllIlIlluuJJ JJJuI�I141II1 .II IIII II 111
SIDEWALK hIll
nz I I IY II I I I I II I I I I II I I I I II I I I I II I I I I II J Li II IJ T II IJ LT III U LI II
---- --'--� ,'Y`',� �_[�I NEW SITE PLAN
ELEVATION 6 I .8' �y"L" AVE lir. 1�11i��11f1 � I III■111�11 w
ELEVATION 60.0' -----______ III II III II III II 9' AVERAGE ORIGINAL N I C h O LAS AN D RI C I-1 GARAGE w/ LIVING ABOVE
EXIS�N SLAB II GRADE
ELEVATION 55.6' i 12" TOP OF SLAB -------------------- o ADDRESS : 13 17 16th STREET
VARIFY DIMENSION MID POINT PARCEL: P 55550
AVERAGE ORIGINAL GRADE ELEVATION 50.8'
SOUTH ELEVATION Geo ID : 3772-09 I -0 I 0-0007
DRAWN BY: BRUCE RUSTAD DATE: 12/07/ 19