Dune Grass Plans Lots 33-39
F-- W
I" = 2~'-'
I
> I
~ v~ rtv~1
~ > cv tv
5 iA UNITS 1,114 SCE. FT. 3 ~EC~RC~®M 2 ~ATN L®TS 33 ~ 3 ~NITA T NAMES ~ ~ ~ ~ 2 F" UNITS 1,65 FT. 2 ~EI7R~~M 21~'~ ATN NUJ i~a SG 12, T 25, IUJ, ~ ~
ELl
RC?t,~F T SSES:
PLANS, SPEIFI~ATI~NS AND STRUCTURAL ~ALCULALTIC~NS LET NUM ER
TC SU MITTEC~ 7C ANA APPRCYE ~Y THE CJECT ENGINEER
ANY ~EFERRE SUBMITTAL ITEM SNALL NCT E INSTALLEC~
T SIGN AN U UNIT TYPE UNTIL NE E ~ S MITTAL DOCUMENTS NAYS SEEN APPRC~vD Y THE ~UILDINC~ CFF1ClAL
12' 4' 21.56'
UTILIT ESM 4~ AIN DR IN
4.~•: FT.
~
ti ~
FFE 169.x,1 a r-
~ ~ 1 ~
~ ~ I d I I ~ ~ SANITARY LATE L , u 0
tUICLEAN®UT EACN t ~ ~ FFE 1:9.5
UNlT w TYPICAL 1
1 X4.1 ~ FT. ~
16 t ~r~ ~ 169.5 Y .
I , u ! 1 u~
I ,4 1 ,p
FFE 169.61 1 .g ~ Z
~ 1 u s~
1 ~ a ~ A 1 ~
t ~ ~
~ ~'FE 161.5 c~
~ 1 54.61 FT. 6
1 _ t- ~ ~ ~ Y
~ 1 , U 61~
,f FFE 01.5 , ~
FFE 161.61 ~ $4.62 FT. ~
1 l ~ ~ ,gyp 12' ~ E 165.61 ~ ~
r
U I I
FF 165.5 ~ ~ . E
~ 54.x' FT.
~ FFE 165.5 C pa ¢ }t
U 1 u1 tl
a ~ ~ ~ FFE 165.61 4cl
~ , LN M 10
U7 1 54.52 FT, ~
~ r ~ u F q~
00 ~ ut u. 1 ~
FFE 165.5 1 - _ d ®d~ 1 d _____Qa____________ 0 .00
F 1 W - FE 165.61 ~ _
6.11°
~ 1C.45 FT ~ ~ a
H8 0,9
}~T
16" ~~a' 23. 5'
9, „~..,~,a. ~,....~~t.L:~J.L~? ..........................,~'S
w ,fL,hn,ul~~, ,
E=e~ o,7i~, kit ~ r~~or; s:s ri~s~crb~~;3 in: n ~dl~ . ~d ~
~~~~J~ 'fi`r c~~_p
' ~ ~ p/
APPRO'V~D Pfl,ATtiS OAEGC7~ OREGON
CLI1D~ U~«n1~~~ncni-n: 9 ✓Gl 1' SP~CIfICATIt)D; S~t)f11® Y25, Y25. IIE: DEC. 31, b
57RC)CTtIRAI. ('r1LC"S p
h4iSC ~J~1G~;1'5; 'L~41~
,off
~~xiN~~s
w ,r
,Y .
per r 20~®~° 20 +1/qB®pAN
10"•0, 10''0' i0'-2' 9'-10' 36° WIGW GuA RAIL
s
EXTEND MODIFIED 2 WR WALL ~ 4 X 8 NDR t-
DECK ~ TO EDGE of I ~ ~
I aX128EAM _ , a 9 _ - - _ IlJ2 X 8J0 5J0 X 5J0 SLDR d X 6 TYF° ~ to
U ~ ~ dXBNDR I ~ 4 X 4 PAST U t~- I
8® ~ ~ ~ I , cX1END MODIFIED 2 WR WALL r
~ a1 u~ TO EDGE DECK A5 FOLLOWS: ~ I I PRIVACY WALL
r r 8'-8° I FULL WT, TO d'-0' AND 36' WIGN 11 -d ~ ® I I
W @ I TO THE DCCK EDGE ~ X I ' ~ I ~ I ,
I ~ ~r~ x ~JO SLDR I I ~'p m
I R I- 1 9 I 2 9J0 X 1011 1 9 d X 6 TYP °o X 12 ND 2 NDR ~ VAULTED ~ aX~ YP I I
- ~ I I ~ ~ ~ ~ av
~ ~ 'z 9/8 X 10 e > ..'3J FR I I ~ I > C4 r
I t- ~ _ X I VAULTED ~ N di r+ n I ~ W ~ ~ _11 - 1 t e , e > ~ I fl I ''r 3-10 5-s ry 's~~°han ~riva~C'j x061 0
~ r G , i I I m • FIREPL.~ X I I 2J6 I
I I ~ - ~ x ~ 1112!6 sY PA55 I o •
I I ~...i ~ I XI TILE WEART !m m
~ I I I a w. ~ ~ ,
I I ~ I _ _ _ _ _ _ _ _ I 12) 3J013Y PA55 I av
sr• 4xd ` 4xd 5 4 X !1~ LYL N 216 I - I I
I I I ~ E ° ~ I I D I
I I ~ l I I ; ~ ~
I I I I z ~ ~ I I I 19!2 X ~JO a
1 ~ Q~ > I
I I ~ ~ P ti . I I w r 3z Xlls LYL 4xd I I -
d 83.,' X ATb' LYL _ _ dxd x~d` _ - - - _ _ ~ ~ 0 F 2Jd LEv ~ d x _ _ 2'-0 I :i - _ I
t 3Jm I I _ ~ x ~ , ~ RFPI 10 X 11~' I I ~ ~
RFF'I10X11s _ _ ~ I I I . _ ~ ANI o- ° `1 t ~ ~ a 3 2 2
° F,~u ra I ~ ~ ® ~ 1 I I I RFPI I1 118 r ~ ~ 310 X 510 SW '
t~Pl II 1J8" .J ING I ~ 0 i ~ ~ \ ~ END UNITS m °v 2 X 4 FURR FLOOR JOISTS I w cv II I ~ FLOOR JO15T5 I I x d X 8 NDR
_ _ - d x a ° ' , - _ - m ~ I 5J0 TUB D
d x 4 i ITa' X 91Tb' LVL _ d x 3'z X III' LYL 4 x 4 Q AND ' ~ SWOWER I
I I I 12) 9J0 X 5t0 5W 3J0 X 5J0 5W ~ a ~ END UNITS ~ END UNITS WITH I X II ~ I
® 1, I ~ a I ~ e I I Wll~id X IITb LVL RIM 14 X Il 6 LVL RIM _ a , r ,
° d'-6' d °d WJSIMP IT7 3511-88 I ° ~ 3 5 -4 1.8 a I r Il -2 Wt51MP ITT 3511-88 I X ~ U ~ ~ ~
- ~ e II ~ I
I ~ I LvL NL'12 s I r
X dxd ° t I I d~ I dxd t LD 12)2Jd d l ~ ~ I D L YA>y Y I
1 1 I ~ I w _ ,
i I I I I ® 2Jd I ~i~
I I~J4 Y, 38!0 I ~ I $
e - I I _o I I ~ ° ~
I I I WALL FRAMING UNDER BAR a , ~ I~ I i I
i I 1 I I ~ ,
I { 4 X b ~ ~ - - , a X ~ 1?`-~ 5 -Fi a -0 r I _ e
13,° ~ I =dt I ! ~ I I DW ~ X 11 ~ I r I I LVL W X a f''
I QR ~ 'i' O OR 5 ~ ! I - ~ I ~ I 20 MIN. I e D ~ I
' I i , ' 1N5. METAL DOOR I I _ ~ x4 aX6, I x I 15J2XllJa I _ ~ GF / i ~ I
~ VAULTED W rt, ~
I ~ I I .~A 1 i I
I I I I , 2J8 I I _ .-a .r. ~ o
I ~ I m ~ uP I wl I~
I I I I 2J6 I 'z W
I ~1 ~ uP I I ~ >~JIO X 1aJ~ axd r r I I > > 1'4° X ll~e YL WDRS N ~ I I 1 n
a ~ i cn _ - ~ 4 x 6 -TYP. w I ~ - ~ I ~i 'm 'r ~ w 0 ~ I RFPI 11 V8' I
a " ~ I FLOOR JO15T5 21d ~ I - I I 2t0 X 4,'0 FG ~ M~A W MW
- x I t ~ IJ6X6J05W f x1 ~ - I ° aXBWDR o I x W® -Y I ~ H W/4 X 8 NDR tl
0 ~ I I 1JG~ X b/ SW Y I «,1 , ~ I m ~ ' d!0 X 6t0 SN 0 " ~ x
I I ~ Wt~ X e DR « m 1 ` WJdXBWDR o~ II I ~a~ * °n
I ; I I e I ~ x I j 9 7 1 0 L~ ~ 1 I 13-6 6-6 « b
I ~ ~ X t° ~ d X d I 2J6 v ~ E ~RAME , ~ ~ I~ LvL I _ _ _ ~ ~L a. _ ~ 3 X 1 8 ~ d X 4 y r 20'-0' C O
~ w _ 3 ~ 9 a X 11 ® LVL WDR Q. ~ 4 CO
I I~~ X11'e LY ~ ~ dX~ dX6 ~ t0 DOOR 1 ~a X 111 LYL UNDER AY 4 ~ IdX6 $ 6 4Xd - q~W
® how 1 6 WALL LINE ABOVE , ~ ~ ® W C] ry~ N
_ d Po I X6 4X6 dX6 dXb ! ~ 6 X 6° 3J0 WITW 11a 5L
~ 6 X 12 CONT.WDR I ~ 1J6 X 6/0 SW 1J6 X 6J0 W 801 5Q. FT. (D u 10
I! I I I ~ ~ o f 1 2a cJC ~ d 0 x 5W °WA L LIN B y I ! 6,0 r m~ i ~ ~ ~ 5 N IS
I l i I I ~ TRU55E ~ N p- ° 14'-6' 2'-4° ® o® t ~I I a e 0 z
I ( I I i t I I I I I c I. r ~F a. 16 -I0 3'-2
i f ~ ~ } I ~ ~ d 20~-0~ ALL .APPLIANCES TO ~E UL .APPROVED
~ I ~ I I ! I 1 ELECTRIC. ~ASE~OA WEAT TWROUGWOUT ICI
ATW FANS TO BE VENTED TO OUTSIDE PENT DRYERS TO OUTSIDE
RANGE WOODS TO BE APPROVED DUCTLE55 MICROWAVE R o r
„ 6.2 ALL GLAZING, TO BE DOUBLE AND TEMP. WWERE NOTED ~6• 2.8 ~tN~
ALL WINDOWS TO BE VINYL 5A5W - 51ZE AND STYLE w6"~~. ~q~~'~ f 11-2 8 10 AS NOTED ON PLANS 4a ~7~ 17
ALL PLUMBING AND ELECTRICAL WORM TO BE IN ACCORDANCE
ZO'.O° 829 SQ. FT. WITH STATE AND LOCAL STANDA S
I I 11 WATER WEATERS TO i5E FITTED WITW PRESSURE RELIEF VALVES OAE>~ON OREGON
AND SEISMIC ALLY BRACED ~~'t ~
'~9 C~ Rp p. STD D.
149 5Q. FT. SEE BUILDING FLOOR PLANS AND ELEVATIONS FOR WINDOW
OPTIONS AT END UNITS P1 C.9t c O.31
JSUAN360
16"-~' 16 °-0'
8°-0° 8'-~'
9
° I I N X 12 >3EAth ~
~ 9 w
F'.T. 4 X 4 DOLUMN U ~ I I
~9`~ 6 9 15/8X8/0 , n I ~ o I o 16
ro ~ ~
I ~ I ~ ~
~ I x Q I ~ I PRIvACI' ~A~.~s ~a I ~ ~ ~ W4 'I
I I I ? ®r
I I 510 k 610 S~DR 4 X 8 WDR 510 x 5l0 SLDR n- N~
1
I 6x6 6x61 I 4XaHpR 6 x 6 4 X NpR I I I 3!0 FR
1 I I I
~A5 I I
PIRE1'LA I ~ I I I I I
I I ~ l I I I TILE HE TN I q
< I I ~ 1 RFRI II 118 I I I I I
FL40R JCyI$T9 I I 1218 k 1016 f I I _I ~ ~ /
I I I I II
I I I I I 1512 X 1310 I 2' 8' ~ 6'-0' r'-6' B°-10
4x4 4X4 Isi'X y" I 4x4 ~ la X11~`LYL ~ _ a ~II a LYL 4X
e , I I I I I I
CaA9~ ~ I fd I ~I I I I FAU I I I I r
---I 3 , I ~ 2B6 _ X 11'~a LvL l ~a X Bl ~~a Lv± I I a _ ~ ~ 4X4
4x4 4X4 4X I
I t SAS I I ~ ~1 RFRI 11118 I ~
° ~.0 I I I I I FL00R JOIaTB n F i I ~ 214
I ~l I I ~ I I " ~,t N ~
I I~ T~4 ~ ~
I I I ~ ~ ~ 15i4 X 3~3I I I I z III. 2 x 4 ~uRRINCs ~ ~ I
. I I I ~ ~ ~uEST I a3a Xlla LVLr L-
I I 4X4 4X .I
C I ~ I I 10'.4 I' 6 4 -2 ~ 2f6 o AND SNOU)ER
I Id/4 X IU8 I iv I 510 7u 3 10 I 1 I
i I I
I I I ~ I e j e ~ 13~da X il,$' I.vl- 8d1 ~ ~ d Dal ~ t ~ 1 X II ie LYL ~ ® I I ~ ~ ~
e I I I I ' ° I e + I-~° ' 1 1 i
~ ~ I I ~ I I I I I ~ FN
~ I 1 ~ I I 1
~ ~ ~ I I I .I
I ~ I I 1 I I I tUALL FR IN" UNDER BAR I
I I I DB v iTr., z!4 1 ~ I 3'~' X u ' t_vt. I
~ ~ I I t I 4X4 _ _ ~ _ I I ~
k4 I ~ I I - .
_ _ ! I I 216 I ! I I ~
91 K s I 9 1 1 6 1 p l I $ -8 3 -6 3 10 L
I ~ I I ~ - ~ I _ . e ~ ~ X lei II / I I 3 %s X ilk'®' LvL 4 a ~e I
_ _ I I , r,, X LvL DR ~ I T I I B
I I ~ I X ly' ~ 4 I / ~d I 0 I I J
;L,~ DRS I I I! I t I I~ a I
~ u~ I > I I
r 1 I I 9
i~ I I 11/6X12/0 > > I
I 1 X X I~BIO X 1416 ~ I I 5 ® ~ ~ I . B C"~ p
~ ~ i 21~ I 2!4 I ~ r a. i~ 1'A I Z o I
I 1 I I i IL I IC I x x x I I F I
,I I r V 1 i I I 1
I ' I I I e ~ 716 I o I I I
~ 9 I I I I ' ~ I I
1 4X68-TYP. I i r..,_.m 1 I I 206 ' 4 X S N ft ® 1 L BCC 0 B
.o ; ~ p 4 X 4 4 X d 3~'~' X IITb' LvL ~ I 4X 37 x11 Lvl. u~ 4X6s Aft
$10 ON. DDc7R J 4. B0 k 4/0 ~ l;~a'Xllya"LYL ~ 4X4 ~ 5 ",a a um
e I I ~ ~ ~ 116 X t0 5N 116 k 5/ SN i~ I 61 X b v c 0
4/0 X 5/0 5N I0lUJ1J0X~10S 6X6 '~dX6'S 4X6'5 4X8NDR5
~ /I 5'%" X Ilya' L';vL I 1 X 6!0 5N 1B X 610 N I I Lo Ls~u
. I III ~ I x 24 CJG I ~ 410 k 6l0 5H I TT(~
- III II I a1 TRU99ES a r ~ ~ 1 12'-2' 3'-10'
3 I I I I III I 10 -6 2 ad 0 d k:~ e I I I I~ 12'.10' 3'-2, 16 -0
I ~7~I°T~I III I r 16 0 ~
~I ~ ~ I III , ~
659 SGt. FT, 621 5G7. FT. t
10°-d° 3'-8'
16'-0` ox~
II II icVG<y gar. c
82 SQ. ~T, 'Q' = I'-0' 1,36$ 5Q. PT.
E?(~Il EXPIRES: DEC. 3
J$11,4N360
mm~
2X6VE E A ! X 312AK~ TRIM s
:T)
CLG
Ht~RIZ. LAP 51p1NC~
FL R
CLts - - 6! m
2 X 4 CO ER TRIM MCI III lij
W~ i
i w
Y ~ 1 GLLi
7 E
ii 11 , i
~ ~ ~ i3 ! i i r i i; ~
ig ;I t{ ~ n 3a
FLOOR
1
I
X S VERGE SOA
1 X 3 E 7RIM CLA55 'A' ~ P. 5~eINGLES
GIG O
d
9
c0
s . FL R
i , i CLG C N5 PRIVACY S REE Z
~4i '8
~ WOR1Z, L 51OING
8 in
FLOOR
GLCs pp
U
e
FLOOR
n r
~r r w
c 4m 1
~L
~
Cl.A55 'A° P. SHINGLES 2 X 8 v~RGE 0OA ~ ! X ~ RAKE 7RIM Q
i
aL at c
r
n (0)
1
2 X IO TRIM
NORIZ. LAP 51OlNCa 2 X 4 C®RNER TRIM
~dN N~ r
~ ~ 1 N G~ ~ C~ ~ 1 N B t~'~ `G
red ~.rG~ 1
N~ 36 HIGN RAlL1NG ~ r°° 1
f~ ®AEG+ OREGON
9 W~,~ ~
25.
w~ RO 0
~.XptfiE3: W trXPtK£S: C3
~~rwuu
192'®0°
20'.4' 20'`4" 19`-$' 15"-b' Ib°®~° HrAe-y~e
" 10'-4° 10'-0" 10'-0" 10'-4' 9'-6' i0'-0° '-0' 1'-5" ~'a4` "-0' 10'-0` 10'®0"
10 -0 ~ $
n ~ " I I 1 1 C `1 1 4 I I ~ I I i t®1 ~t ~
~1 ~n~ 11 o I I I I I I L J I I L-3 I I LJ I I I} 1 1 ? 4~ c`+ I fl ~
I I I I I I ce aY i t ".d3 ro r~ 1 1 1 1 r~i~S n i 9~ m
I I L1 ~ I I Ate I I I! I I p p ! I tl'fl r~ I I ~ ® ° I`®`1 >-p"t I I I I i I Lod 1 i
o _ __J LJ L____ _______J L________ ~ LJ L_______~____ _____J _ _ Lti I I ~ n r~ I I 1 I
~ a•~i p 1 Q I I ~~i ~ I 1 _ I
sl ' I ~ I I I i~;~. _ ________,__J L______________J I I } I I
____________.~__-__.J j I I I _ _ I i I i t I I I ~ _ I i I ~ I
t" } i I 1 -r r "1 1 I I I I ~ I ~ I I I I I
I m I I I 1 I I { I I ~ I I i I I I I I I I I 1 I I
I j I I I 13b X 30 X 54 FTG I I I I I 1 I I I
I 1 I ~W1(41'4 BARS TOP t E+OTT I I~ NC. FLOOR SLAB W TN I I i I I I r--_ _J i ti I ~.___.J I IP1B1rF~"1ESN OvER 6 MIL. T3LACI9r I I I I
.-7 ! I I I I I I POLY V.B. OVER MIN, 4' 1 I I I I I I I ~ ° i _ ~ I I I 1 I I CsRANULARFILL I I I I I I t____ I
I I " I 1 t-___.~ r___.J I } I I I I I I 1 1
I t__-_ ~ 9 i I 1 I I r----1 I 1 I I I I , I °.-4" ,~,®4. I I J:° I i I I 1 ! d°-b` d'-~d1 I
I I I 4 -h -41 ~ 1 I 1 I I I I I I I I i I O I I°-6® 4'-2(, ,®2® I'-bm I 1 I I
I s I D2 I 1 I I ~ I t5d I I J I a
I I ~ I I I I 1 1 C i L-~- I r-~ y
9 I I,-~" ,4~,b" II'-2° I I I r-, r-, I I } ( I I I I C I I ' I I t B I 1 r~ ~ I I ~ 0~ I t ! I I I i 1 1
~ 4 1 I I I I 1. i 1 1 I I __J I I 4 1 1 I ! I I I I ~ I L__ I i I I I I I I ~ I I I -L.J I l l I I I l I I v
9 ~ r- °t } I I I I I I I I 1 1 r I I I rl ~ I I I I I I 0 li D
" 1 l I I 11 I I 1 1 ~ i 1 I 1 ~ i' "1 I I 12 I i ~ ~ f 1 I I I I I I I I I I i i 1 I I I I A 0 a i t l i l I I 1 1 i i I 1 1~ I I I I
I 9 I I I I I i i I ~ I I i11 I I I I ~a 9 I I i~~ i I~~ , I i fY of
__J I 1 I d' I I ~ " I i __J I I I° L__- I I I I I I r~ ~ I I I 1 2 rs1 I 1 - I I I i t I I I I I I I I I 9 d __m-,! I 14-----° I I ° I 2 1 I ~t I I I
I I I I I I ' r I ~ I e' ' ~ f I~ I I I r I I
11 ~ I I I I I I I l 3 I I I i t I I 1 1 __~11 I I I t' ~ I I I I I i l r~ ! 1 I I I I rl ~ I I I I I I I I I I ° J I I I i 1
i i l L-_- I I I I I ~ I I f°°"°" 1 11 1 I I ~y ~ I i i
I I LL_ l I I i t Da I I I I " I I I __~-,J I I 2 y~ l I I 1 w I I I I I I I I .1 I I I i I I~ I I I I! I I I i I ~ I I I
1 1 1 1 I I I I I I 1 1 - I I i t I I I I I 1 1 L I I _ _J I I I I I I I I L_____° ___J i I I I L__ _ __J I I ~2 I I I I I I ~ c._~ _J L__ I I I
I I I I ~ I I I I I I I I I I I I I ~ " I
I I I I 1 ( I ! I I I I I lEiL K,-OUT FO 1 1 I I g 1 ~ } I 7 I ~ I I 1 I I I I I I I J I ~
I i 1 I I I r I I I I , i., I 1 I I it q.,
I m I I >l ~ 1 6 _ _ _ _ _ J ~l. _ ~ I C` ~1 p !°°`l ~ r -1 r °°1 'v
_ r - - _ 7 I L. _I L. ~ I I a l l ~
u ~ a I°-1 11° r`1 r~ ~ ~ U ~ °1 r ~ ~ L®J L J
L~.J
12' X 12" CONC. PI R
W110'X20'X10'FTCa
° ° ° 11'-2" 11'-2' 6'®10" 10°-4" 6'-+~° 5'-4" 10'-4" II'-2' b°-!0"
8'-i0' 11-2 Id 2 5'-10 6 -10 a- ° 20a-~tl 20'"0" 20'-0" Ib'-'~" IFJ°-8® 2~i-e a
20 0 ® w
132'-0" 'i M
2~
® a Aft
° II ~}II W
° I I 1ie° . 1.-0
I Ib° X 15' X 24 2 °4 BARS A, WAY
L,
2 24" X 24" k 12" 9 ti4 BAR5 EA. WAY
u I 3 30' X 90° X 12' 4.4 BARS EA, WAY
ALL FDOTINGS T® REST ON FIRM UNDISTU D SOIL CAPABLE 4 9b' k 36' X 12' 4 ~4 BARS EA WAY
OF SUPPORTINCs 1500 P5F v
C T DESIGN STRENGTH TO BE AS FOLL 5 4 ' x I2" 5 "4 BARS EA. WAY Q f~ 0 k 40 TAN FOUNDATION WALLS NOT EXPOSED TO WEATHER: 25 P51 . . BASEMEN D Lg
BASEMENT AND INT. SL B ON GR DE 0 P b 48 x dS x 18 6 4 BARS A, WAY ~
WALLS EXPOSED TO WEATHER: 3000 PSI 1 ~
EXT< PORCI~ES t 5TEP5, CARPORT 9LAB5 AND GARAGE SLABS; 95 P51 , b0" k b0' k 18" ~ ®4 BARS EA. WAY PROvIDE 2 k PRE59U TREATED MUD 51LL WITF{ ANCHOR BOLTS ~
AS NOTED ON FOUNDATION PLANS 7 48' X ~0° X 12' "4 8AR5 9' CIC + OREGON
9, yGl y zs. Ce 2s
`~'~D n, D. PQ~
Ea( 1F1ES. DE IqLJ EXPIRES: cec. 31.
FPBIN9'18
6--
' Ul UJ
932'
19'-6° 20'-~' 20'-~' 19'-8" 95'-6' 16'_4" 20'-~'
10°-0' 9'-6' 10°-4' 10'-0' 10'-~' 10'-4` 9°-b' 10'-0' 6'-0' 1'-6' 6'-4' 6'-~' 10'-®' 90°•fA'
~I
a i
____s
I + Q
~ _ 1 " r N n r
O
iv - 1 !
0 !
~ ~ 1 +9 !
l
O3
C3 A A - r3
~..r~aa
OIL
r' 1 1 '7 ~ 1
A ~
A A A II :J.~ 1`~ UNIT ~ UNIT A 1 ~
~ ~
, , a
tl A A M A A A A A A ~ 6Y UNIT A UNIT ,A UNIT F UNIT F UNIT ~
®
~y 1
_
1 t` 1 1 1 I 1 1 ' i 1
1
- 1 _ 1 t ' 1 I i I 1 1 1 Ci'-i
1 1 ~ 1 1 1 i a 1 - I 11 1 1 { F~.
! 1
~ 1 1 1 1 0
1 1 [ f I I ~ 1 1 l l i 1 1 1 ~ ~ :'T7-~ y - r i 1 ; _ 1, III 1 6 1 1( I 1 ~
-°7 - iii I E I I i ~ i, l 1? (s i l i! I , t! iTT 1 I i~~ 3, r ° c e ~1° 1 II i 3 11 #3 ( , 1 1 1 1...'.1..1 I l i ;-1 1; 1 1 1 w,- # 4? 1 4 1 1 1 1 9 1 1 1 ' 1? ' i i i 1, i 1 { 1 1 4 1 1 ap
,~;-TI" r,l! it ?i `1 I~ I• I. li ~ ~r~~ ~'i ~7`O-T'~li I: l~II 1( 11 3('T, 1'i
I'; 11 il° 1' it 3, II li r9 39 #I 1! 3111111 II T 1 11 '91 li i9 II ii iii € 11 li I, it !c it ® 111 ~9-i it li 1111 1':111111 I~~~ it ili ii ITS9- # ~
1 :1 i) ; li it ~ le 11_i~ 1'•. li !1 ' 1Ig i1 Il II 1 ~ i`~t-a~T~-~'r--,-r."~.J "_I`"°° j 7i'i _:'1"-i`f~Tl"Tr'°i' ICI
. I° ,I ~f. li ; 1, 119 II %1 1; ?l i ! IR ii li 91 9+ ! 1i is 19 II 11 # 't J
9 y
P r
P
6"-10' 19'-2" 9i°-2' 6'-10" 6''90' II°-2' II°-2' 6'-10' 10'-4' 6'-0" 5'-4' 90'-4' 11°-?' $"-10'
20'®0" 20°-~' 20'-~' 20'-0° 16'®4A 151®$, 20'_~A A~
132'-0' A a ~ a ~K
IIN
~ N li N IL
b «h m
~C8
_0~ OOq dow 0
~~t7
A® t eo ,~m r ors >LM
11 rl .
~o B~Br r r L UO L rb
N~«
r qp~ r ~
SEE UNIT FLOOR F'LAN5 FOR FLOOR FRAMINCs alr 4 5EE "L' 5HEE75 FOR AL1. SHEAR WALL L A71ONS, SCHEDULES,
DETAILS ANO S~ECIFICA71ON5
N G t E \~J t~ Grx~,
W 17 ~ r r 17 jv,~,-).
~ ~
fb 3~
Ap~.~ ,
tta ~ . ~ IR .3
Fp1N376
•
i31'-0' tD
19"-8" 2U'-~' 1~'-4' 19'-8' 15'-8" 16'-4' 1U'-'
P P~f
~A
~ ~ v
' ~ DECK DE
DE I 'a ~ v
p'` ~ ~ I +it 0 _..I_____~._ _T__®__~_~ m g
v DECK I 9 ' ' s t DE DECK ~ ~ a i i a
~ ~
r ' o i ' _ t ' ~ ~ --~-----~--°p N
r r ' o e ' a i ~ r' s
~ r
a ~ r 1 r A i Kai
~ ~ n e e . - .~..~®_:..r.:~~~ UNIT A UNIT A - _~__L____ ~ p _ . B _,..m.®._
_ w.y A~ A
..v....~_.. _ _ -I . _ . .
s I _ a U 1:
® ; ! I ~
~ e I - - I o e
m' Z
g ~
Tr'1- _
I P P 1 I I
I I I I I O P e l I I I
11 I I I I I ; I I d
I I I I I ~
I I A I I I I I
I I I I ! I I D
1 I I I P i 1 P
A I a ~ I I ~ ~ ~ r i~
ffi . ~ ~ ' .
i ~ ~ ~ 0 ~ / t t ~ R
fit
pq 1,~ f...mL+ 9 ~
RI5 NICsH DENSITY INS. IN 2 X 4 A FRAMED P3IJILDiNCs SET
T1`PICAL ~ ALL S S
0
r
3'-1' 16°-IQ° 16'-10' 3'n1' 3'-1' 16'-I~° 16'-10' 3'm1' 11'•lU' 3'-1' 3"-1' 11'®1 IS°-1~° 3'„1g r
e I
131'-0° _ ® p Ir
4m X
!d40.
®s >L .Q
'I 1~ ~L 1 ~0
Ua' ^ Ia~Os Nam
SEE UNIT FLOUR PLANS FUR FLOUR FRAMIN~x i mF b
SEE 'L' SHEETS FOR ALL SHEAR tUALL LOCATIONS, SCHEDULES,
DIrTAILS AND SPECIFICATIONS
~P"uu1
~ ti~;L:. i x `C':` t G ~ F~
~ `1 e 190+1 ~ t 904
- yt~.' C7~~+ Jac ;~cy~ + OREGON
Y 25. c YZS®1vv
ao o, RD D.
EXPIRES; OEC. 3t FP>SIN318 +.VI O E e DEC. 31.
i-
u
u
132'-~"
° 10'-2" I¢~"-2" 9'.10 IfD''2" 9°-10" s
°1~1` d, ~A,/ > y
~t qEd
°
r° ~ ...._....a_. _ .
. _.m ~ . _ _ _.a. ~ y. '
; : r1 E
. , i r/c'° 1 r; ~ , ~ ry
t:: n a ~ 'r::Ji:x'rt: t:.1:1.°:..: a .:.e... ~N~ I ~ ~NI~ W a a ~,L
A UNI T A : : , 1. ~ 6 a;
;:t } I ~ ~ ~ t
t ..f..... . ~ n a
. . 6 , , . ~ UNI ~ :I,~~,:::: ~!N T ~ I SNIT : A :~~,::~..e a~,:.. , , 1 , 1'; ~ 1 . ? / 1 I 1
'1;
~ I JI E':I F'~: I ~ ' l 3 . °
' 11 " i i l..I i ~ ' I 1
I ! 1 1 I / 1 I ~ 1 t ~
1 f f ° , a . i ~ ~ ~ L . J j .
. , , 0 , ii 1 ~ ! ti I _ t ! ~ ( t ~
F f ~ r r ~1 1 t 1 1 r I J _~3
t i 1 a i _ ~ t i ' ~
r ~ 1 ~ ~ l ' j , . I 1 ~ l ~ ~ . r1~ 1
_ r . e r ~ ~ 1
o ~ t ~ . 1 ( , . ' ° :..'7':.:.::~ '~'f ~ . 0
s~::~:~,;~;~; ~ 2 " ~I
' 1.. ~ ( 24 JC It TRUS E5 . 2d cIc 9 f., IG ',I~. y l 1. . . TIRU5SE5 ,,1 ,
i.... J.~: , t . ,
::::1 . r ° ~::..:ti 2d' IC 2d" CiC 1. I .
Rll ~ A C ~ . 1~::~:::~:. c! ,,,t. ~ .,r.~.
I ~ ~ ~ ' .
T...~..._.~~ B r° I ~..u,.....,. _
; 1 a~?:,.i~,~....
i 1 i I ...._.,_.._e.__.,___.._ a.._.
~ ,A ~ e
a i 2M1-e'%® 2~°®~" 17J'. M! I/_i-yygB gd7q°-,7qa
2~'-0" 2~ Y✓✓ YYOO 6 YYJJ ~7 4WG
132°-0"
a a
W
df
a
0) 0 uom
11 I6
T!~ C ~ r. 0
r N
L r
5EE UNIT fLOt~R PI-~1N5 Ft~R FLOt~R fR i
5EE "L" SWEETS FDR ,ALL SHEAR U1ALL LODATiCJNS, S~WEDULES, DETAILS AND SPECIFIGATIDNS
PRvv1G>E ATTIC vEPITILATI~^N E~IiAL TC I/~~2' °.^F TWE ATTs : ,AREa ~
,~i;Y,'fil il~ ~.tilT4i AT irEAST g~~ ~ AT CR NcA~ T~;E RI17~E ku1T~i `u,uL,A1~ICE .~T
EA'~ uR CsABI.E E~lG, /tee,{ Tp y'Y a. 55 gyt. C Sa a~.a ~+s4'y t d'4
9 ~ 17 +4.p f~ 17
I:'.' 1 A ~ ~ ~ r 1~';~?(~:i EIRE RE?ARDShT ~tl~ -r -iw° LkGH uIGE 4~C+DIF{E7;.' : ia~ U!s',~„-„
r
®REG~ OREGON
y 250, ~ 9lc ~~C Y 25, ~)5
~Q D D.
EXPIRES: DE{ EXPIRES: DEC. 9t, d+
Naha.- wo
FBIN3'15
lf--
MIN. 235+ CLASS 'A' COMP. SHINGLES OVER 15+ FELT OVER °~a' SHTG.
bl~{.
` DECORATIVE P.T. d X d
. ~ ~ 5°p0' MAX. SPACING E-°°-~ I X Z RAteE TRIM
"a I ? X 6 vERCsE BOARD
- Ct7 ° ~
?d° !C TR SSES , 1 ~ 1 ~ ; SM FLASHING
1
'Y R 8 BL 1N ATIO ~ z~z U ~
~N I I N
b X 10 NEARER 51DING OVER 15* FELT
I, ° ~ OVER,nb' osB sWrG. ~ FINISH ,
Ci~ l N ~
Q. 1 x 10 FASCIA
12 2' X 2' X !ra' SIDING AS NOTED OVER =
BEARING PLATE 15~ FELT OVER °illb` OSB SHTG. a' If ~ ® PITCH
FINISH FLOOR OVER 9 PARTICLE BD. p S OVER a~a' SUB-FLOOR OVER -i I
RFPI 11 1/5a FL R JOISTS
c~
TYPICAL EXT. WALL: ~°~----SM FLASHING ~ ? X 6 • 16' CIC FR ING
ROOFING: AND PITON d?) T~'m BOLTS x'21 BAIT INSULATION
A5 NOTED OVE / I s l~ s e
{2)'.~"o MACF~INE 5 X 3 y X 9 L
BOLTS W;WASHEi~iB ' ? X 10 • lb' C/C J 1575 ? Xp10 DECK J015T 1 J9 G FINISH
- I
~ I PLA YI W
~j ~ IN 1 r ~N^~ e ry
r'\ ~ ! i ~ I
tP ~ DEcORArIVE P.r. a x d , o
~ 5'•0" MAX. SPACING FINISH FLOOR OVER ~ PARTICLE BD. 0 OVER a~a' SUB-FLOOR OVER ~ . IY
, ° RFPI 11 'i/b° FLOOR JO18T5 m 1 A OR WITH 2 X 8'S < 5°5
3b' NIGH GUA RAIL WITH ~ 2 X SPACED DECK ~ SEE FLDOR PLANS AND Il~~' SQ. STEEL TUBE STANDA 5 m OVER ? X S 16' C1C X18 AND
AND RAILS. I' SQ. VERTS ~ 4~7' CJC y, DECK JOISTS ELEVATIONS
5/4 X b TRIM
"('„2 X 10 FASCIA s R25 BATTS . - - f ®d X 12 BEAM ~ le
~ _ ~ ~
~ ~r 4 X 4 AS NOTED u Q 0 9 y. STEEL F E WITH
t ~ ~a..--•""" ~ f 1 : GWB FINISH Wi0X2b ST EEL BEAM
~ SEE 'L° SHEETS EXTEND MODIFIED 2 WR WALL tip
- TO EDGE OF DEC#C L i BUILT-UP COL
~1
• {21 T'e'd MB. W11' X 2' X 14' ,T. d X d CO U ' 2 X 10 BLKG P L MN 4 CUNC, ~LOOR SLAB OVER
IN LINE WITH BEARING PLATES Wl81MP. EPBd4T b MIL. PO Y V,B. OVER
U5T FOR Mitt. i' SEE DIMENSIONS OVE MIN. 4' GR ULAR FILL P 1~"
OF 6 BAYS SLOPE ~ ~!!a /FT TO FRONT I
PLAN YI lU
N t RINAL
16' X IS' X 2d' FTGa ~ J r'~"''
G~~ G~~
1 p
P~~ IP I NA~L~N REF. TABLE 73-11-~°I 1991 U r
II II II II °
CUNNECTION NAILING CONNEC7IUN NAILING
1. SILL TO JC19T OR GIBER T AIL (3) • Sd 76, 5T TU PANELS AND PARTIGLE80ARDe' UNIT 'B' 15 51 2. BRIDGING TO JOIST, TOENAIL EACH END • 8d SUBFLOOR AND WALL ~IEATNINs dT0 FRAMMG) MILAR ® a K
3. I' X b' SUE!FLOOR OR LESS TO EAGN J018T, FACE NAIL d2) 8d 13° LESS' 6d s 4, WIDER THAN I° K 6' SUE~LCOR TO EAGN JOIST, FADE NAIL (3) • ad 19131' - 314' Sd'CR bd L 41M L L
S. 9' 5'JBFLOOR TC JOI6T OR GIRDER, SLMD FACE NAIL (2) - 16d 7/a° • 1° bd s 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd + Ib' CdG 1 ba' - 1 114' Imd CR ad'
T. TOP PLATE TO STUD, END NAIL 12) • 16d (COMB. SUBFLOOR•tA1DERLAYMNENi fTC F~AhIMG) rn lAO (D It
8. STUD T® SDLE PLATE (4) • Sd TOENAIL t2)16d, NAIL 314' LESS 6d r 9. DOUBLE STUp, FADE NAIL Ibd + 2d° CIC ltb' • I' a 8d C d000
Im. DOUBLE TOP PLATE, FACE NAIL 16d + Ib' CIG 11/b' • I U4° imd CR 8d° TYPE V NON RATED C STRUCTION WITH MODIFIED HEADERS OvER EXTERIOR WALL 0 ENINGS D LE TCP PLATES, LAP SPLICE S - Ibd 21. PANEL SIDING fT0 l~AMING) e 2 NR WALLS P TO BE 4 X i3 s U)2
II. BLtxKIFYa BETUEEN JOISTS ANO TERS TO TOP PLATE 3 • bd 43 AND LESS bd EXCEPT WHERE NO1ED OTHERWISE EXTEND RATED ASSEMBLIE5 BEHINDS ITS, P05T a BEAM FND TO CUMPLY WITH U.B,C. SECT. 2516 12. RIM JOIST TO TOP PLATE bd + b' CIG 516° gd' 0 , cc=
13. TOP PLATES, LAPS AND MTE OTICNS,FAGE NAIL 2.16d 2a FIBERBO SHEATHING' STAIR STRINGERS, FIREPLACES, SHAFTS, TUBS ETC. PROVIDE DRAFTSTOPS AT FLOOR AND CLG. LINE ,dND AT 10' AT 10' Alk .00 L
14. CCNT 5 NEARER TO PIECES Ibd + 16" c~c AL EA EDGE 111° X11 GA' ALL EXPOSED PLYWOOD TO BE MIN. C-C EXT GRADE HORIZONTALLY AND VERTICALLY IAW SECTION l08 0550 15. CEILMG JOISTb TO PLATE, 70ENA(L 3 • sd 6d' ALL OTHER PLYWOOD TO BE STANDA G DE lat t 2nd FLOOR INT. BEARING WALLS TO BE 3 X 4 - Ib' CJC >ssC ~ ~
TMUCUS HEADER TO STUD 4 ° ~ h6 GA' 11. GE'LIIdG JolsTS, LAPS OvER PARt1tION9,FACE NAIL 3 • 16d 95x39° hl GA® PLY OD NAILED W/Sd ~ b° C/C ON PANEL EDGE5 PROVIDE ATTIC VENTILATION EQUAL TO 11300 OF THE ROOF AREA CJC ! t® A ~yd a-
la. CEILIPxi J015T TO PARALLEL TERS,F~E NAIL 3 • 16a aaa AND 12°CJC ON INTERMEDIATE SUPPORTS WITH At LEA57 50~® PROVIDED AT THE RIpGsE 19. RAFTER TO PLATE, TOENAIL 3.6d a6 Ga' HORIZ. STRUCTURAL MEMBERS TO BE MIN. DF DOORS, WINDOWS AND INSULATION 70 BE IN ACCORDANCE WITH
m. I' BRACE t4 £ACN STUD AND PLATE, FAGS NAIL ~ • Sd 29 INTERIOR PANELING 91. 1 x S SNEATNMG OR LESS TO EAGN BEARING, FAGS NAIL 2 • ed 4d w 2nd FLOUR TOP PLATES ONLY m °2 DF ENERGY COMPLIAPdCE PATH "I 4CE WITH L co ® mI-
29. WIDER THAN 1' X a° SHEATHING T EAGN BEARING, FACE NAIL 3 - sy" ba' ALL OTHER PLATES, BLOCKING ETC. TO BE MIN. ~ 3 DF ENTRY D R5: U~0,5d FLAT CEILING: R-38
23. 8U1LT•UP CODER STUDS 16d + I6' G,'C 94. BUILT-uP GIRDER AND BEAMS 2md + 32° GrG AT TCp AND BOTTOM STUDS TD BE STUD GRADE WINt70W5: U=0.d0 SLAB EDGE: R-95
AND 5T RED • 9 2md AT EA EAGN SPLICE WALL INSULATION: R-21 95. PL a -Ibd AT EAGN BEARMG
1. GghM~B 60X NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED a. C 511 RESISTANt MG NAILS WITH 1IIb' MCN DIAMETER NERD
7. NAIL6 SPACED AT 6' G1C +EDGE5, IZ' C/C MTE DIATE i~ix" INCH LENGTH FOR ~is° 5NEAINING I'i°INGN LENGTH FOR
SUPPORT6 ESGEPT b' C/C AT ALL SUPP S WHERE bPANB ARE 48° MORE. 95f39 INGN SNEATNMG G ING TO THE REa11REMENT5 SECTIOPI 23043 FCR NAILMG ~ WOOD STRUCTUI PANEL AND PARTICLE 9. C OSION RESISTANT STAPLES W1TN NOMINAL 1llb INGN G e°dJD 1°ie' INGN
pl AGMS AND SHEAR WALLS, REFER TO SECTIONS LENGTH FOR I,y' ATN AND 1~' MCN LENc3TN FCR 15/39' INGN SNEATNIPKa 9315,33 ASD 1315,4, NAILS WALL SNEATMG Md1' BEG M OR CASING G RM Td THE Fall NT5 OF SECTION 93043
3. GN D RMED 5H Im. PANEL 5U RTS AT Ib MCI,'Eb • 9ED I b IF STRENGTH Axlb M THE L DIRECTION 4. CCt°~°TgV ~ THE PANEL, SS OTNE SE M D. GASAyG OR FINISH NIAL9 SPACED
3. D D SHANK b INCHES CN PANEL EDGES, h M SAT M1E DIATE 5
6. CORROSION RESISTANT SIDMG CR GASMG NAILS C IN"s TO 11. PANEL SU Tb AT 24 INCHES. CASNG FiN15N NIALb SPACED 6" PAVEL REa11t~MENTb ~ SEGTIGN 93043 EDGEb, U INCHES AT INTE DIATE TS.
1 FASTENERS SPACED 3' C1C +EDGE5 AND b' CJC MTE DIATE ORTS
JSXIN3l~
i
I _ _
s
2 X ~ - 1~+' GIG F ING 2 X 6 P.T, 51LL WITN F-
. A5 NOTED FIN. GRADE
~ e9 II
IIa
II
~I "4 UNCOATED REBAR PART1° WALL - 5EE ? MIN. tl) PER BLDG. LAP DBL P.T. 2 X 4 51LL DETAIL ON D2
j I, e X 6 P.T. 51LL WITN IL MIN. 12 IF SPLICED 2 X ~ P.T. 5(LL WITN W/AB. A5 NOTED X ~~vv
_ AH. A5 NOTED - AB. A5 NOTED iv ~ GARAGE SLAB ~ vr_~
II, i~
X ~ i ~ Q ®4 VERTS ~ 1e3' GJC
.II ~ II ~ ~ ~ II II II GA
IN,~ II ~ ESL ~ NORIZ. BARS ~ 16 GIG ~ all a ~ L II RI5 RIGID INS. I I. Rl5 RIGID INS. Ir ~4 NORIZ. B S + 16' GtG ~
z ' II
'4 NORIZ. BARS ~ 16' G/C ~ •4 VERTS ~ 15° GIG "d vERTS ~ 18' G/C ? II
' ~ 8 ~ ~
II r4 VERTS s 16' GIG ° ~ II z Ili NORiz, BARS ~ I6 GJG ® ~
Ir
I~ II • II
II N
r ~ t 2) 4 BARS G NT, t 11 °4 X 20" LONG tkNGOATED BAR 121'4 BARS G T. ® ~
15' MIN. E REQ. EA, BLDG. ~ ~
15 t2) 04 BA CONT.
t21 ~4 BAR5 CONT. 24'
sB- , , id - 1-tD ®1-0
II , , ALL 5TEEL INF 1NG 5N IWA ASTM A615: G E 60
2' GLR REBAR N LAP 45 DBA.
W SAR 'M' 2x6-16 GJGF ING II
2 X 6 P.T. SILL WITN . A5 NOTED FIN. GRADE
~ ~ II 5TEEL FRAME
II II e . ~ BAGKFILL WALL WITN SEE L SHEETS DRIVEWAY
II FREED WING G ULAR Il GA E SLAB LAB
MATERIAL '4 BA m 10' I!
o
II X Ip
Q it • o • o
~ BAR °M' . I, r
~ 3' ~ PERF. PIPE ~ ~ ~ ~
4 vERTS 1t~ CJC W>k31L1ER FABRIC
I II '4 NORIZ. BAR5 16 CJG °4 BAR5 ~ 16' CJG FLOOR SLAB °4 BA 9'
II RESAR °c' II m crc EA. WAY JCN' w jll
II m Il «1 10 1A
II ~ i w
X006
II 3' GLR u w } ~ ~ ~ I
g Ir • ® ® OLD " ATAL V V
II c A
II ~ s rib
021 L h 0.
II
"
l3) ~4 8 RS CONT. g~d° = I"-®' 3~i' ffi 1"-0' TOP a BOTTOM
30"
W ~ 4 17 t'
N Wa A C B BAR 'M' BAR 'N' BAR 'O'
4'-4' 9" 8' 8' 2'-0' '4 + IS' CJC "4 ~ 15' CJC "4 * IS' CJC
5"`~" 10' 10" 2'-4` ~4 + 18' CJC ~4 ~ 15' GJC '4 ~ 18' CIC 1'-4' 6' I'-2' P-2' 3'-0' '4 ~ lb' GIG ~4 ~ 16' GIG '4 + IS' GJC OREGON
® 9'-4' .6' I'-5' 1'-S' 4'-0' "5 ~ 9' CIC °4 ~ 1>3' CJG i4 ~ 18' CIC
3q' n I'-0' CONCRETE Fc: 3 0 P51 SAD D.
tl) Ib' ~ 'A' UNITS BAR= GRADE 60
Nt: 12' FIRES. DEC. 3i
FTG5N316
p~~ y+~. A r NC PENETRATIONS OR OPENINGS ALLOWED NC PENETRATION5 OR OPENINGS ALL ED Pii RI~ 1 ~ N141Li .TABLE 13•N•B-I 1
' CLASS 'A' COMP. SHI LE5 OVER 15• FELT GONNEGTION NAILING GONNEGTION NAILING
° • OVER'ri' FIRE BETA EN7 PLYW D SHEATHINCz
I. 31LL TO JOIST OR GIRDER, T AJL t3~ • Ad Ii. 6 P L3 P ICLElSO ' FOR 4'-0' EA. SIDE OF WALL 1. 6RlDGlNG TO JOi$T, T AIL EACH END (1 L WALL ATH tTO NG 111 w
3. 1' X b' LED$ 70 iIIAGH JOIST, F NAIL ed 43 ° LE33 ' bd i d. WIDER THAN I' X b° $UBFLOe'SR TOE J013T, PAGE NAIL t3) = dd 19131' ®3/4' dd OR bd'
5. I' TO J043T OR GI ER, BLMO PAGE NAIL t1) • lbd Tld° • I° dd' b. SOLE PLATE TO JOi3T OR BL MG, F NAIL 16d + li' G1C 6119' • 1 !!4° lmdeOR to
T. TOP PLATE TO STUD, NAIL t7) • Ibd t R.A ENT {TO F ING) e. S1UD TO PLATE td) - dd TOENAIL t1316d, E`7D L 314` ANq LESS bd'
S. D LE STUD, F:.CL° NAIL 16d + 7d' GIG T/e' = I' , '
!m. 7OP PLATE, F NAIL lid + ti' CIC 1 IlS' • 11>4° I OR $d° DOUBLE TOP PLATE6, LAP $PLlGE d • lid 17. P L SIDIAKv (TO FRAP'1 J
11. ®L BETWEEN J01$i3 RAFTERS TO TOP PLATE 3 - dd ty° LE66 bd' II. RIM J013T TO TOP PLATE + i° 318° dd°
13. i0P PLATES, L MT£R$ECTIONS, FAGE NAIL 1 • Ibd I$ FIRE ATHi' 94. CGNT HEARER, TO PIEGE$ Ibd + Ib' GIG AL EA III' hl Ga'
I5. GEILMG JOISTS TO PLATE, TOENAIL 3 - $d bd' li. HEADER TO STUD 4 • bd ®16 GA e
11, GEIL(AKa JOISTS, L OvlR P ITl , F NAIL 3 ^ lid 13131' 91 Ga' Id. GE9LING JOIST TOP LEL ERB, F 3 - °
19. TER TO PLATE, TOENAIL 3 • 8d hi Gag
m. I' B 7O E $ AND PLATE, F WAIL 1 - dd 19 Ole P LMG » OPENINGS FOR VENTILATION 19. 1 k e ATHMG OR LE38 TD EACH BEARIt~s, FACE NAIL 1 • Od ALL DIN NON- TED SHTG.
11. UlIDER THAN I° X 8' ATH@Y T EACH BE . F NAIL 3 • dd ° 13. BUILT-UPC R STUDS t6d + 16' C/C 0
?4. BUILT-!~ G ER SEAMS 1®d ®31' GIG AT T 1TOM C/C P -F RICATED TRU55E5 ST l~D • 1 AT EA EACH
15. 2e 1 • Ibd AT E BEVELED 2 x PLATE R-45 BL INSULATION
DOUBLE 2 x BL Its
BEVELED
I. ON OR X NAll3 MAY !!E EXGEPT WHERE OTNE SE STATED d. ( RE618TANT MG NAILS UITH TlI6° H DI TER HEAD
1. NAILS $pAGED A7 6' GfC + E 6, q' C/G MTE IATE lea' Mfkl TH ~i' ATHING P4' TH S £3GEPT b' GIC At ALL $ WHERE 3P 4$' 15132 ATHMG MG TO T1~ REQUI ENT6 OF $EGTIGN 13m49
NAILMG OF $ TUIRAL P AND PARTICLE 9. ION IQESBSTANT Si ES WITH MAL 1JIi I~° Dl 3 $HEAIE LS, R TO SEC 5 LENGTH ty' ATN 1'~y' L TH 15131° H ATN
131593 ABD 138,4, NAILS FOR WALL SHEATMG MAY DE X CASMG TO THE REGIJI 3 OF SECTION 13m43 Ir1' GYPSUM WALLBOA 3. cd'1MG°1 OR DEFO D SH I0. P L SAT 16 S - 1m $ IF 3 TH AXIS M THE L DIRECTION I LAYER EA. SIDE OF
d, COMMON THE P E$3 O1HC 6E M D. CASING OR FMI$N NAALS SPACED 5. DEFO~IED SH b INCHES ON P L E 5,11 MCHE3 At DIATE TS 1~2' GWB NAILED IN PLACE r
$ISTANi bIUING OR CASING NAILS ING TO THE II. 6 AT 4 3. CA31FR's PO FIN6$H NIAL6 A i° i. GO $ION P L 1 R 6P GED OFd PANEL s r
71REMENT6 OF S£GiICnJ 19049 12 SAT INTE IATE S. 1 FASTENERS SPACED 3' CSC + EDGES 6' CtC INT£ DIATE S 9r : 2 X ~ - 16' STUDS 3 z BATT INSULATION d ~j
11
G°
I' AIR GAP
• MEMBRANE PENET TIONS AT RATED WALLS:
FIRE 51ST1VE WALLS MAY HAVE OPEN1 SNOT ExCEEDING I~ SQUA INCHES FIN. FLOr~". OVER'r1' PARTICLE ~ , O
FUR STEEL ELECTRICAL OUTLET BUxES P VIDED THAT THE TOTAL OF OPENI 5 BD. OY~P~ erd" SUB-FLOOR 16d 12t CeC B TO JOIST FUR EVERY IOU SQUA FEET OF WALL AREA DOES NOT ExCEED IUO SQUARE INCHES. OV's:R PI II 11b' JOISTS 1 ~ 6 C/C 5U8-FL R TO JOIST
+s ELECTRICAL OUTLET ~OxES SHALL ~E: STEEL OR RATED F'LASTlC. WHEN RATED PLASTIC t3OXE5 ARE USED THEY
SWALL NAPE A RATING EQUAL TO THE RATING OF THE ASSEM6LY IN
WHICH THEY A TO BE INSTALLED.
~ FIREBLOCKING:
_ FI BLOCKING IS REQUIRED AT THE FOLLOWING: LOCATIONS: 1. IN NGEALED SPACES OF STUD WALLS, INCLUDING: FURRED SPACES CONT.13r4' x Il l18' LVL RIM
AT FLOOR AND CEILINGS LEVELS AND AT 10 FT. INT. WURIZ. AND VERT. JOIST W/DBL LVL BLO ING
2.50FFIT5 AND DROP CEILINGS EACH BAY
3. AT OPENINGS BETWEEN ATTIC SPACE AND CHIMNEY CHASE 4. AT OPENI 5 AROUND VENTS, PIPES, DUCTS, CHIMNEYS,
FIREPLACES AND 51MILAR OPENINGS WHICW ALLOW PASSAGE FOR EIRE
AT CEILINGS AND FLOOR LEVELS, WITH NONCOM13t,ISTIBLE MATERIALS
• A EPTABLE FI BLOGKINGS MATERIAL: IExGEPT AS NOTED IN 4 OVE) 1 LAYER EA. SIDE OF
2° NO INAL LUMBER GYPSUM 80ARD, MINERAL FIBER, GLASS FIBER °rz® GYPSUM WALLBOA 'r1' G NAILED IN PLACE M :
AND CEMENT A513ESTOS BOA OR OTHER A ROVED MATERIALS SECURELY FASTENED IN PLACE.. 2 X 4 - I6' STUDS
ASE LAVE : "ALL EDGES B O
' TY 'x' GY L D) 3'>a E1ATT INSULATION 24 MiN. ~ PE PSUM WALLOA APPLIED AT RIGHT LES
1O EACH SIDE OF DBL OF 2 x 4 WOOD 5TUD5 AT 16' C/C TIGHT FITTING OR 2 X ~ - 36' /C F ING WITH bd ATED NA1L5, I 1/S' LONG, 0.065 5N , 1ri' HE , 6° C1C.
FIRESTOP
E LAVE : (ALL EDGES BLO DJ
. . , , are' TYPE 'X' GYPSUM WALLBOA APPLIED AT RIGHT ANGLES TO EACH SIDE OF STUDS OVER RASE LAYER WlBd COATED NAILS, 2 9!8' LONGS 0.100 SHANK qM bG`7 10i
y I>~' NE 5, 8' C/C.
' AIR GAP 5T ER JOINTS 16° C/C EACH LAYER SIDE. 0th 0a
PROVIDE BLOCKING AT MID HEIGHT. fit L a ~ f4.
FINISH FLOOR A5 NOTED MODIFIE 2 WR WALL M p~ L N
METAL OR TED om
PLASTIC BOXES ®®w
0 r 0L~ 11VV1t
MODIFIED 2 WR WALL 5re' TYPE 'x' GWB U Wp
4' CONC. FLOOR SLAB r
L L
V
1
24' x 24' x5rd' TYPE 'x' CSLASS FIBER INS. STAPLE ALL EDGES DLO D Tf~ CIE SIDE + I FT. C1C MAX. t
tl
I' = I°-0' flR=GON
P VIDE FIRE BLOCKING PER OSSC SEC. ~0~
WALL ASSEMBLY ®5TC 55 TO 59 - F. NGC 305b SEE GA FILE NO WP 3820 FOR FI TI D.A
TINUE WALLBO BEHIND TU WHEN ON THIS WALL
1' ~ 1'•' ~ , .
M2H 318
f-
a
tp
CLASS °A' COMP. SHINGLES
51MPSON H2.5 l5-Bd) TRUSS TO >E
51MP, A35 BLKG TO ~
Gel ~ 6' CJC
1 X 4 8L0 ING
~`4
i._,.,~, y~~
~1' DRYWALL FIN15H ~='~~e 26 GA. FINISHED
L'" GUTTER
R-19 BATTS f°°d
iJy`_
or"`
1'..°
~J 1
y
~ ,.a,
~ a
j~ 1 a°`'°~> API RIM JC715T
v..
f~
51DIN AS NOTED OVER
15' BELT DYER 1116' 0758 !°`°°°•v. SHEATHING IUITN NAILING PER
THE ATTACHED 'L" SHEET5
`t.~...
jam,
s
,r°a
Y
r° ~``a
(
i
=°.m 5 IO r
o
® « x
N IL
Ln
C u 3- aissO jA
0 0
PRp~
$
NON-RATED
I' x 91®9UB rr OAt x Ti JG` Y 25,, NO
SH PERPENDICULAR TO J015TS Cyq~®o. aa~~
EXPlfiES: C. 31 , 01_T
WDETN32b
s
t-
Z
~ U1ALK-IN CLOSET
UTALL F3RACKET
en
'i 6 ~r
3d" - 3b' WA RAIL y
2X12-S' !C
CARRI ~ E5 ~ ER ROOM
~ ~ ~
±n ' ~ 1 X SKIRT
9 ~ ° 1
! g' ryry BI
i ~ L RFPI 111JS JETS ~
~ LvL WDRS
2X6~16'C/C
LvL NDR UJ~FA 3d" - 36° NAldDRAIL
'~s' CsYPSUM UJALL)3OA
9° MBN.
g
8' MAX
1 X SKIRT
II II
UNITS 'B' AN(~ "F' ARE SIMIL:aR
4 ~
SM. FL SWING
R FING AS NOTED ROOFING AS NOTED
2 X 6 - lf~' ClC RAFTERS 12 5M CAP ~ FLASHING ? X 6 - 16 C/C RAFTERS
b r
SIMP. W2.5 EA, TRUSS 24' C/C SIMP. N25 EA. ER 2d" C/C ? X PENT DLO '
TRUSSES TRUSSES 26 GA. GUTTER 'h" MDC+ I x 12 TRIM
s2X6FASCIA 12 26 GA. GUTTER , , 4m sc= 0
t? X 6 FASCIA I 1 SM Z FLASWING dx 0 r IXeTRIM • a
I A _ , 4X14 BE M AL X-
'~a" RS I~WD! ~ ~ ; s~ ° 2 X 8'S ~ 12° 1 ° C/C''~. . s RS 2 4 oN to
! ~ r2, ? x s'S X FRAMING I~ Lh
e 2 x d FRAMED COLUMNS I
I ~ " MDO PWD 1 X d TRIM C~OoQO
' I 0500000)
L .00
~ 1 ~ MIN. d" CONC. SLAM 0 U(Q ~ .0)
~ ; I O 1° DEL F ® • , DR P L OR SLAB I X 8 TRIM too
. t
a 12° MIN 1 ~j +h~^. L ®F
\
~'°v ? X 4 COL, FRAMING
W/WILTI STEEL STUDS
°i'" MDO F'ttlq
1 x S TRIM
m FIN. 4' CONC. SLAi3
~ , ° 4 GRADE
r4 ' I _ p Z
~ 12"
5TR5N31B
GONNEGT C2) ADJACENT - S~MPSON
P057S (4xG.~) UJ/ U LPT5 GLIPS MS7C~o6B3 ~ -A. END
~ - 2
- DECK
C~
~ I g I ~ 2 E 1fD 1(d
~ i ~ I ~ ~R 8 16 16
-
I 8 - - - 8 ~ BOTTOM I II 1m im p p 3 ~ I I UJRAP STRAP -
11 ' g ~ AizOUNP I-lDR. }..{USG412 SIMPSON
MSTG6/oB3 I AL ICzN UJ/ StOR~4CsE I ~ - y~-------
S ~ EA. END
~ N.D. ABO~/E ~ ~ A~ BEDROOM S
8 ~
I I _ N.D. ABOVE
I I, 2 - S 5 , ~ BS~ROOM 5
f~ - ~ 5
a I 8.,. I ~ ~ S ~ 13 I~ 4` 5
~ 2 - 9 z ~ AL ICON U1/ ~ ~ 5
;
~ ~ I
r I I _ F°
~ 7AND~M CzARACxE ~ 3 3 Ira 5 S li G ~ 15/4 X 38/m ~ - _ ~ ~ ^
i - E ~ _ c. ~ ti~ 3 13 c ~k' - ~
t ~ ~ ~
~ I K ~i 5 I
~ -J' r~
~ ¢a S ~
~ i r--- ~ S
~ I S
a g
~ I I~ ~ ~
~ ~ I 15 T
I STEEL FRAME ~ I FOYE I r~ g SIMPSON ~ ~ T
~ I (3EE DHTAILS Prs. L2a)I ~ 33 I M57C66B3
~ ~ ~a SIMPSON ~ MAStER 4~ FROM ABOVE MSTC66B3 ~ ~ - ~ i C 4m 0
® p
~ ---J F; MSTG~o6B3
I -
• d ~ , u. , ~ 5 a EA. END ~ 0 n d
•
~ w.LL~ ut~ aeove ~ J 4 uoum~o
T~ r•
L 11 9~ I ~ MSTC66B3 4 33 D D D~ ~ 4 2 L
SIMPSON ~m ALICxN UJ/ q ~ ~
MSTC~oioB3 N.D. BELOUJ
FROM ABOVE 2nd STORY FLOOi~ PLAN 2 ~m 1° 873 9Q Ft. C, r rr e
16 16 16 ~ 17
gyS r
L~4TEf~~L INFO UNIT "A" 1st vTORY F~00{~ PLAN '~4.,,,.0. ,,,d~~. 3rd ~TOI~Y FLOOR P~~4N 9~~ µ9 SEE BU~LDMG FLOOR PLANS M1D ELEVAT10N8 FOR WINppJI OPi1CN3 AT END WiiB O~L ~ D
1 PLCY ~ vIV
lRES: ®EC. 31,
J9UNJ360 1
. 5'raxll~'e LVL. 3ra'o L75
e e I!d GJP ea GAP
JP 330TH FLANGEb !L ®r ~ _ J 1~1 1~i 111 Ir ei „III
°x9'e'x6° SHEAR s
t2) ae ' A925-N ~OLT5
GJP j a li® a' 4' d® °
3l6
I
° CONT. TOP 8 OTT,
21'
- n
i 11d' ~ NO SCALE Mwo
ae
IOd ~ d' O.G. 3A6° NODS
ie;< T (3)
ea' LvL. ELK,°G.
L550 s 12' O.G.
FLR JSTS.
70F' PLATE.
I
r ~ 3x8 NAILER e2 MB. 12 O.G. AM UJIOTN)
O 6E I tRiP T
STEEL >3EAM
SHEET ROGK FUR U1ALL TO
FRAME ENCLOSE
'e~' M ES. ~ 2d O.G.
2x8 NAILER NO SCALE (RBP TO SEAM U11I7TN)
~ ~ 3"-6'3 VERIFY
NO SCALE 5'eaxllYe LVL. s ie IBixSx <
1 I ASTM A3~ sr°
• } d e-
i°~ LTS `Y ~ 2x
!Id 'rj' lld
l! Ild
1i~' GROUT GONT, FTC.
9
BASE {d) ~ia'x15' AB.
/ / l
NO SCALE 9
UJ10x26 2~ez'2''a' 13j{x5x°ea
-
~ ~ 9°X3/d' Sea°xl5° AS. UJI0x2~ A51M A96 ~ I~ X TYP. OF d ~ w ,
SASE IalAi~ ~ NOL5 ra W/ I'0 E34LT5 3~,am .
\Y
0
CONT. FTC.
SEE FG1N,
~ ~ r
1 r 0)4= C
1 r 4m a 0
e e t a w
e
9°-8°3
VERIFY
- - C
t NO SCALE 1 NO SCALE q
a u 0)
NO SCALE
Lm LEI v gel,
9 w 17904
OREG '
✓t't Y 25.
PD D.
31, (AIRES: DEC.
Jill 60
° 1®d ~ 6° O.G. ROOF 5WEATWINCx ROOF SWEATWING ISEE T .WALL
(SEE TYP. WALL SEG.) ~,~g. SEC.J FASTEN TO
OEGK SWEATWING TRU55 OR ENO F ING WJ lSE F MINCx NOTES) RI=TR. W! WEi3 ~ S' O.G. ILI U!
g e OR ~LK'G STU °~DGE' ®4ND ' 10d 6 O.G. ~ MAX. 24' O.G. 12 O,G, MELD
EDGE NAILING
AND BLOGK°G WIO GLIP5 ~ EA ~ ALL PANEL Sd ~ 4' O.G. CY)
16d ~ S' O.G, to E ES. RAFTER ~
'2 X' ~LK'NG GLG. JST. EDGE NAILING-~° 2 X JOIST ~
RAFTER MEOW]
'S1MP5ON' LS5O EDGE NAILING fSEE NOTES) (SEE SGWED.)
3 2 X STUD WALL 2 X STUD WALL SWEATWINGa
~ (SEE SGWEDULE)
SWEATWING SWEATWI ~ 2 X STUp WALL
(5EE SGWEDULE) ISEE WEOULE) 00
uu N u 1 ROOF t SGALE: 3Jd' tl 1'-~' m SWEA L v
I I FLOOR-1 ROOF 4 e e e e s a ® ~ LD (5EE tCA~ar a8G ~ .®n:
SGALE: 3!4 I -0 ~ SWEARWALL SGALE: 314 i ®0 SNEA ALL SGWEDULE) ,ems ,r a~
SWEATWING fSEE SGWEOULE) 4 X F ING aoc, n•
OE SWEATWING ~ ~ WOLDOLl.N L . ~ 1~d NAILS ~ O.G. 5d ~ 3' O.G. ISEE FRAMING NOTES)
GUT WA5WER s®a roc, •"g AT WOLO
EDGE NAILING 7AC. aoa " •x`
t°~'m ALL TW AD
' `•~.ii. A36 STEEL 150LT ~,.ak. JOIST I' T5 (EXT TWRU ~M) ~ ~ ANGW 130E
7° MIN. EMBED. roc, aoa e ,
EDGE NAILING--►° ~ (5EE 'NOTES' FOR 2 X FLR J5T5 ~
II • . E ISEE FLAN FOR SIZE) uxs rc m® »AOae, eut I SIZE SPADING) y ~ USE i JST EAGW 51OE sr rro,~
'51MP5ON' L550 a~,oa. .nv .row G. STEM WALL OF 7WREAOEO LT ~ , roesasvr
ISEE NOTES) wwwa..a®~ ~•oa II 5M OR WDR oar, ra x~.m ter. ~ wm..•oc, ~ .rv.o m w t.r=oc,r
2 X STUD WALL ° I ISEE PLAN FOR SIZE) a®r a m ar~ ~ammrr~arr SGALE: 9/4 x l -0 I m w aw
II N w ~"rume ro
SWEATWING II ~ rxn nom,. wrar mm
ISEE 5GWEOULEI ~ U e n, ~ IB 51MPSON 33P ~
~ b~ i3EARiNG PLATE ° ~
FL06R-4 ~ W' a. J ~~,E TO FY T
J ~ 1 / ~ ~ *51 ' G/1T Ali. T y y~ E 2 X TRIMMER TO
SGALE: 314 x I -O ~ SWEARWALL ~ i6~ CONCEAL WA5WER r~ ~ 130LT ~ u
~ FND_q ~ ,p
~F" r
DEGK SWEATWING ~ ~ y~~',~ d (5EE FRAMING NOTES)
' SCALE : x I'-O' HD6ALAG ~ a br I®d * 6' O.G. SOLID ELK°G. ' f
.
Igf s a
J~ Sd GO ON ~ 6 ° i ~ ISd MMON O,C. I ~ ~ app
I • 3 O.G. DECK SWEATNING " ~a J015T ~ 5T EREO
L~' ISEE FRAMING NOTES) a ~
' EDGE NAILINCs ~ 118
'SIMPSON' L550 E ~ ^x
fSEE NOTES) diQ Igi .,,,p ~ e, DAL. JST. OR . r ~
pF ER ~ DAL PLICG.
2 X STUD WALL ~IL ,,eL ~~p 2 X L ING
~ G ~ d5' O.G. a ~~~ro~r N error ~r~ a r • SWEATWINCx 11~ OR FLOOR J5T5. ~ ' ~ . n
fSEE SGWEDULE) ~ DIA-sNeARS ~~,~ar tobti'xb° w r
r
1 FLOOR-3 OMST12-1 d ~wr to is 0
SGALE: 3/d' P-®' ~ FLOOR DIAPW M +c ~ ~ -~++o I / ~r INVC6%~t15D dT 4mm o a
SGALE. 3/4' a 1'-0' ~ SWEARWALL aq BAR T' s e
5i~0 ANGWOR BOLTS ~ s GONG, 5LA~ ON b MIL euq Tp tl15T SEE SGWED. FOR SPC'G. MOISTU t3ARRIER chi GAT Ti
rn 4' GRANULAR FILL sd ~ o.G.
C rj
OE SWEATWING ~ . . ~ . ISEE FRAMING NOTES) n
a
tsE NAI INCs--~° •d BARS ~ 9' O/G GONT EO L TOP a i3OTTOM fTYP.)* Uu omi-I
. . WOLOOWN REFER c Liu,
• TO LAT SGWEO FOR
EDGE NAILING-®°° 2 X ~LOGKINCs ° : SIZE t MIN EEO. m 46' O.G. .
' ~ _ #'S' 5WEARWALLS REQ.
'S1MP50N" L55fl ~ ti) LAYER OF REEsAR fSEE NOTES) AT 130TTOM OF FTG.
FTC TO EXTEND !5'
2 X STUD WALL PAST EA. END OF WALL OR TIE INTO 5EE FOUNDATION
PERPENDICULAR FOR FTC. SIZE GItit 17904 9
SWEATWING FOOTINCs
ISEE SGWEDULE)
FL -2 OREGON
loo. P/I 26. ~C.
L~.JIT e D.
SCALE: 3/4 1®O ~ SWEARWALL I I d . j t~JD-5
1 E~(PIRES: DEC. 31 44 j
LAT3U
- ~ ~ DEGk 98 ~~O ll1
9 4 4 ~ ~ ~ S S
I1
ri
AUCxN W/ A~~
N.D. ABO~lE S:~ 15 S
Il ~9 ~ xa ~ S 15'-m" i(D'-~"
~ 5 15
LIVINCs ;s~ F1 i~
>j 13'-~° 3 5 S ~ BEDROOM 19'-m" ~
5 ~
~fl~
'i j - , ~ . _ .y..
DININCS ~ ~ S ~ g
~ ~ STG 6B3 MST66B3
S 9 3 _ x~ FROM ABOVE 5 i~
3 S ~g 3 yk;
3 9 ~ ~ C
;:i
- S B3 ~ -r
;j; , ' , ~ 55
I-II-IUS ~.25/I(D ~ 5 3 Im
NANC~cR 5 3 ~g MAStER
r
"III ~ Klt./NODK 55 10 r
iii i i 33 5 ~
• • A7TGN TO 4x4 MST6C~B3 ~ / S ~ ~ H' . ~ FROM ,4BOVE 5 >i `15 ~5~~~~~ im 4m a to i
o a
a 4
4x4 UNDER BM. F ~
• UJITN CC44 - ~ ~ ~n g MST66B3 MS76~oB3
ou uwj.@
c) 55 55 L I
g~ ID I~
O FRaM ~ 4
ALICxN UJ/ 99 99 16 16
„cam ~ G C~ w 17904
I.D. ABOV INSTALL SIMPSON 3rci ~atORY ~~.OOR }~L~4N 9
9 GGQG~4 YO P057 B NDR. 9 2nd ~tOR1' ~1~00i~ Pb.d~N
ORE ON
~i
1st ~tOC~Y FLOOR ~L~4N UNIT L~4tERAL 1'~LAN Y 25.1
y~ D.
PiR_S: DEC. 31, b4'.
JBUMl360
. 3~,zxN`~a L>lL. 3j'd LT5
CJP GAP 1/d'
JP OTN FLANCsES 1 1! l1 IB
Ir-~~_~ 111 111 111 C\l
°x3'2 °x6 ° 5NEAR
GJP 5 f2J A325-N 130LT5 5,;° I 11' ~r ~a r
3/6 21r
9116' CONT.IE TOF' Z 00TT.
2 1'
11® " ® ~a r
z'
NO SCALE fId® 6"
1~ ~ d° O.C.
3/16' HOLES
'r~' T1"F'. OF d 3)
9r2x11~ 13LK'G SEE CETAIL
PG. L3.f FOR MO
CETAIL FLR J5T5.
t78L. TOP F'LATE.
' MB. ~ 12" O.G. 3x5 NAILER 2 (R1P TG BEAM W1DTN)
STEEL SEAM
SHEET ROCK
FIdR WALL TO f
r~ ® ~ 2 ° G ENCLOSE F E 2 M.B. 4 a.. NO SCALE
~ ~ 2x5 NAILER
21°# VERIFY (RIP 70 BE WIC~THJ
2 J NO SCALE "~br x11' LVL. 4 'b
1 1 11jgx5x~~
ASTM 1,~
° 3/ " 1
1 I m SOLtS 3 ~ 1/ j ~
1/ U4
i~2' GROtiT P OF CONT. FTCs.
l4) 3~i'x15' A.B. t3ASE
9
NO SCALE 1
W5x
_ s ®i ,
o~ ° ~%'x15' A.t3. 2~2 2<2 6~iix5x~~{ 1~r2 X9 ?C3J4 .P°t,P. d ASTM A36
BASE tE I-1/ib' 'a HOLES ti4~
t a ° e W/ 1°~ Bc?LTS 3j~d' e d Wx2 ^6 ~
NT. FTCs. ~ itd F TN. ~2' SEE
o d
F1NdSNEt~ FL R ~ ~
!
r 8 -11 t
IF`f L's
~ ~ 1
S A NO C LE
NC SCALD NO SCALE r r
IN F? i
C
G N ~
ty 17 '9
OREGON
y 25.
~D.
PIKES: M C. 31.04- .
LAT2 16
_ _
►4 UJ~4LL UL
IOd g rwa' O.G, ROOP SHEATHING
ROOF SHEATHING !SEE TYP. WALL ~ ALL.
(SEE TYP. WALL SEG.) ~ SEG.) FASTEN Te? b vaa ao ea L06
DECK SHEATHIN~x T~iSS OR END F M(NG W! a " . raa raa ~ • $d ~ 6' O.C, l5) i 0 BOLTS b X 6 STUD a au )SEE FRAMING NOTES) RFTR W/ WEB {TOP 4 BOTTOM) vr"rM
10d ~ 5' O.G. ~ OR BLK'Cx 5TU 12 D~ E SAND ,m ,~o~ sae.
EDGE NAILING--~" ~ MAX. ?d' O.G. •G. FIELD INSTALL WA5HER5 aPA° _ _ ~ _ _ AND BLOGK'C~
H10 G IP5 ~ EA ~ ~ ALL PANEL 5d ~ d' O.G. ~ soy, waa. ; ®a,, L 16d ~ $ O.C. E ES. ~ BOTT PLATE ,
FT£R ~ sw L
X' BLK"NG GLG. JST. EDGE NAILINCx--- ? ~ ~ ,
X JOIST 'U 1/a DIA. 11 v ~a ~ * , R4FTR BOLT li r®~. L
FLOOR JOIST 'S1MP50N' L550 EDGE NAILING 14 ram ,eon w ~ •
tSEE NOTES) (SEE SCNED.J a ueu R vow ream
~ a
2 X STUD WALL 2 X STUD WALL ~ 5HEA?KING I ~ T r ~ vi"O~ 00 tD
SEE 5CH£DULEI tUALL PLATES ~ , ~~H~aaara~nrm~rcs w~ •~ar. ~o~. al ~w~`.wac, m a } ffi
SHEATHING SHEATHING 'SIMP` WD15 TRi ER ~ m~~ w ,.ac, ? ?C STUD WALL rroAR 7b C'aG'ftRUi'POR TtTLa!'T f5£E SGHEDULE) (SEE SCHEDULE) HOLD 5 m ~ am+ wa,
ro w xo J ua,t .c~s~t. Tm. ro NAM
ROOF49 ~ ~Nb » wt,ttt n
+ y~ g SCALE: 3Id' s 1'-O' ~ SNARUALL X 6 51UD I I c,~ ~ rE00R-1 ROOF-~ r~i rn ax ~ F2000
i HOLDOtlJt`9 (5EE ►acwc ar ~
SCALE= 3!d' 1°-O' ~ SWEARUTALL SCALE: 3Id' s 1'-~' ~ 5N£ARUALL ~ SGHEDULE) r~ i~T T1aa~
5N£A?KING 1 ' cnr xL (SEE SCHEDULE? d X F MING s ,
9 HOLDOUIN LOG. ¢ 1 O ND15-~
DEGK 5HEA7?SING i~d NAILS g d` O.C. 5d ~ 3' O,C. (SEE F ING NOTES) T'~° GUT WASHER
r AT HOLD
EDGE NAILING ° ~
~a`~ ALL THREAD •`..li, • A3i~ STEEL LT s "
JOIST ° ° I ' ANC (EXTEND THRU 1 . • HOR LTS
a 1' MIN. EMBED. ~ "T wao. Is-
E E NAILING-~°` ~ ! a OT ? X FLR J5T5 5EE N ES FOR (5EE AN F ~ 111 SIZE ~ SPAC?NG) ~ p PL OR SIZE) JL
USE 1 J5T EACH SIDE ® av T
'SIMP50N' L550 CONC. STEM WALL OF TW ADED LT (SEE NOTES) -p-
BM C)R HDR t JL
2 X 57UD WALL )SEE PLAN FOR SIZE) r SGALE. 3/d - 1-O it ~
Il
5HEATHINes II a " " as )SEE SCHDUL£3 11
q1~ 11 ,5 y , ~ ~s~,ce w wr,
G Y~ 91 IMPSON Bhp a i) ARINCx PLATE - i L pt~U' v ` mrro' o~
E E~ a ro,~ .ems
JI ? X TRIMMER: TO ~ ~ e~Tn~s ~w •aroc,~ G, r
SGALE: 3Id' 1'-0` ~ SHEA AL G A '>4 RW L ~L5 E L U~ SHER ~ t~ !BOLT ° ea rh Aso ss n°~ toPR
R ~ mac. ~
fa~~ AtDBIN AT N
DECK SHEATHING LLB to ~T ~ Y !5EE ING NOTES) 'Si ' Ghr I+t.i. 5
~ SGALE : ~a' = 1°°O° HoaA~AG 10d 6 O.C. SOLID BLK'G.
J „s
iyd A 16d G ON G ON ~ ~ O.G.
I r 1 F m 3 O.C, DEGK SNEATHlNCs
I 57 FRED J015T ~ (5EE F ING NOTES)
EDGE NAILING--►-
•9J~
a Iqt~ SHEATHING 5HEATHING 51MP50N L550 ~ipl; pBL, JST. OR
(SEE NOTE5I ply DBL BL 2) 4xb P05TS )STS
~ s N ? X STUD WALL ~~IL~ 2 X BLOCKING E D. OF )F
. 5HRWALL apt. ~lEp ~~1D ~ d5 O,C. L
~ ~ OR FLOOR J5T5. SHEATHING t1 ~ _ 1 DIA SHEARS 10d ~ 4 !2) SIMP M5T1? M6T°12
e°5EE SCHEDULE) ~ p~, I O.C. 5T FRED BEND AROUND ANGLE i{V ~ II 11 7 ANGLE
l~ l~ t UNDER P5L e x o- e F'SL
FLOOR-~ c~snz-, SGALE: Std 1 0 ~ FLOOR DIAPN M E NAIL
d FLR SHTG f2) 2x BLK'G OR 'w'G OR 4m om
SGALE= 3rd` I"-O' ~ SHEARWALL rd BAR GONT. if A ~ 3i~p ANGHOR BOLTS 3 ~ GONC. SLAB ON 5 MIL >a GD-X PLYWD, 5d ~ d O.G. r RIM JST. fBLKOT 3LK"G
.5EE SCHED, FOR 5PG'G. M015TU BA IER ON ROOF 5HEATHING 3~~7x117a BLK°G Il m L~•) ~ d' GRANULAR FILL Iliift .1
rid ~ 3' O.C. 1 ...EDGE NABL IL A
° • . ~ • dx BLKG li I 1 1, 1, ~ DECK SHEATHING ~ 1 x x o STL. STL.
ANGLE 1° L . • (5EE F ING NOTES) ; . ® ~ NOTCH Y LONG.
1X11 LvL (MUST PL . A5 . TRUSSES LTPd EXTEND TO L OD NEEDED 70 GET EDGE NAILING--~° ~d BARS ~ 9' O/G GONT 1?' O.C. 51 , _Y. e r® GET
TOP 4 BOTT (TYP.)~` - NO RIM. JST ~ D G TO 51T FLUSH IT FLUSH I it
• END fJF BM. 6d ~ 5° O,G. • •e . l25)16d G I £ E NAIL IL
. NOLDOIJ.N REFER ON NTO . O BOTTOM OF P5L fEA. STRAP)
T LAT 5CN£p FOR SHEATNINC~ TO•--- EDG£ NAILING--~~ ? X BLOCKING 51XE s MIN EBED. MATCH WALL BELOW A L a L
~ d$, O,C . • ? X STUD WALL PROvIDE 15/3? MIN. PLY Op
tPER SPECS OF FL RJGEILING SHEATHING. WJI~d { ~ ' ° + ; >k'S' 5NEARWALLS REQ. IUALL BELOW? GO ON5 ®d O.G. AT ALL PANEL 51MP50N' L550 t1) LAYER OF REBAR EDG 5 Z I '
E PER METER,1? O,G, tSEE NOTES) AT BOTTOM OF FTG. 1N F
lL>~. BLOCK ALL EbCxE5 FTG TO EXT£Np IS'
? X STUD WALL PAST EA. END OF WALL OR Tf£ INTO 5EE FOUNDATION LS50 ~ 12' O.C,
PERP£NDIGULAR FOR FTG. 51ZE 'S1MP ' A35F 17904
SHEATHING FOOTING ~ 1~' O.C. ? x STUD WALL (5EE SCHEDULE) 5TL. F ME - 5EE F ME DETAILS b
OREGON
5H£ATHING FLOOR-2 (SEE SCHEDULE) P LLEL TRUSSES
I p,
l B = 6- 1 SGALE; 314' 1"-(i~` ~ 5NEARUALL l ff SGALE: 3Jd 1 O
1 ° 1 - r® ' 1 5 SGALE: 3Id . 1 O ~ SNEARWALL P1RE: pEC.3i
SG,~,L :314' = 1'-~'
LAT~u