HomeMy WebLinkAboutBuilding Application 1997-12-15
II ""
ii{ MIN.r-
!I
]1 3
i~ 0 In
I; C>f C1)
. ll)
~r
--
,
:,
I
II
I
i
I
I
,
I'
I'
"
Ii
"(
'i I
II I
"
:1
II
,
I
I
II
I
Ii
I,
,
'I
II
"
'I
I,
I,
I,
I
I
PROVIDE 112" DIAME~ER ANCHOR BOL TS EMBEDDED AT LEAST 1" iNTO
CONCRETE, I:''' INTO t-"AS01'-.RI AT 4'-"''' OIC n PiCAL EXCEPT AT SHEAR LJALLS
UJI--lE-RE SPACiNGs SHALL BE PER SHEARWALL SCHEDULE PRO/IDE AT LEAST
TWO (2) BOLTS PER P'ECE OF PLATE OR SILL AND WITHiN '2" OF EACH END
2&'-8"
'(
,
1
I
(
I
I
4'_,311
11'-2 1/2"
(
'(
4'_0"
E
Al 24"~24"Xl0" THICK 'f:.
I FOOTiNGs WI (3)-"4 !
REBAR-EACH WA,
v
-
I I-
I
I
~ :~
" ~
(0......
',,",,,\
1&" I c~
~ /
4'" ~ " 4" FLAT: SLOPED
/- ,:( (( )
CD1 '
1 : I 4" CONCRETE
3 I' ,SLAB WI "3 RE-
BAR AT 18" O/C
ON GRAvEL BASE
I,
I
S8~.S8"0"W
--
41S6'
\,--
.... I
;fi
~I
... '
~'
~
-
""i'
LINE OF 10'-0"\
REAR YARD I
SETBACK I
t\l
LINE OF
EXISTING
FENCE
CONC SLAB
,
I
QI
- ,
-' ,
C
(
CONTROL JOiNT
!
'!- 't
-
-
~/
-
- '~
. ---=>
~
,
24"~24"X'0" THICK
FOOTING WI (3)-"4
REBAR-EACH WA,
(
EXIST,NGs
GATE
I
I
I
== I
,
t\l
i
I
I
I
I
-i.. ,
v
GA~AGS (.~OOliION
,,8,
f
EB
-
( ~
EX'ST,NG
GRAVEL
CRIVEWAY
'.
..
boO
?+'
-
~
0'
H
~
,
1PI'J 'OVe ) ,
1~ '.<IC r;.'>'L Y FO '-- -
( ;)Rt'A, i? '?~,
~I (NGF/;'CE,y,.;iH-<-VnJL AC
~ P~YEl04Rr:rtE 16 SSOR"'I-ff__
, - PNof~"1 .s;o OF 'iI, hl'
EXISTING , ", l~ h.
, COVERED ~
PORCH \l D ~
-' ? Q ~~~
~ ~ ll\i
'l UI-'
EXISTING 'A
GATE , 'J.
I "3
CONCRETE STRENGHT AT 28 PA,S SHALL BE AS FOLLOliJS
FOOTIN6S f'c . <SOO PSI
iNTEF<NAL SLABS I NOT GARAGE) f'c . 2S00 PSI
GARAGE SLAB f'c . 3S00 PSI
FOUND.- -' ,ON WALLS f c . 3000 PSI
AIR E1'.TR' 'I FO.-NCATION WALLS :'''.-1%
t~~~
~
REMOVE
PORTION OF
EXISTING
I-1OUSE
13',4"
V
/
I
I
/
I
I
"
I
I
I
FOUNOATION NOise:
14'-2"
"
8'-2/1
"
=XleilNG ~oues
I
i \ LINE OF
,y r~EXISTING
, F'='N,-F
\~
. I
2
PROVIDE '1 REBAR DOWELS VERTICAL iN FOOTINGS AT 24" OIC
PROVIDE FRES6\..RE PRESERVATIVE TREATED IPT) LUMBER uJI-lERE
WOOD FRAMiNGs is 1'< CONTACT WITH CONCRETE MASONRY OR EARTH
)
I(
I
,
I
I
I I
L.1l'<E Uf'
EXISTING
I--JOJ-SE
3
I
-
-,
i ENTRY
:~
I
,
,
\
4
\
\
LIl'<E OF :"-0"
'( SIDE lARD
SETBACK
LINE OF 10'-0"
FRONT YARD
SETBACK
LINE OF 10'-0" I
FRONT lARD ),
SETBACK
\
,
,
\
GSNS~Al. NOiEe:
:,
f.1ANGERS AND METAL CONl'<ECTORS SHALL BE SIMPSON STRONG-T'E
OR AF'PROVED
v
S641'
N8~oS8'0"E
(MAP
T AX LOT
11-03 - 3:; - 23)
2000
c-RAWINGsS REF'RESE:NT Ti--JE DESIRED RESULT OF
CONSTRUCTION THE l""ETHODS OF CONSTR\.ICTION AND
THE RISKS INVOLvED DURING CONSTRJCTION ARE THE
RESPONS,BILITY OF THE CONTRACTOR THE
CONTRACTOR Sf.1ALL MAINTAiN THE BUILDING S
STRUCTURAL INTEGRIT'r' AT ALL STAGES OF
EXIST,NG :"-0" (~@$~ 12/~3/r? ) CONSTRUCTION
PUBLIC SIDEWALK ~ -, ... 0, _ .. -}"---I ~ ~ ~7 < nr1/~~A PRIOR TO STARTING CONSTRUCTION THE GENERAL
;.; .A'..;';'..;..",,,pI~ "~_. _ Jm,), ,JO.J :J,'\:7.J l L~/...< CONTRACTOR Si--JALL BE RESPONSiBLE TO VERIF, THAT
! ~'ll!___.______., _ _O::\"'::",,~"~'Y_ :-c.~"'~_ _ __,", _~~ t~ ALL REQUIRED PERMITS AND APFROvALS HA'/E BEEN
, ~I'~ Qc.Cli?...("Y '-01>.1> [,1 OBTAINED NO CONSTRUCTION OR FABRICATION OF
:1 ~-,----- ---'-- -, -.. '.- - -------"1, ANY ITEM SHALL BEGIN UNTIL CONTRACTOR HAS
} 2"~1~ _ _~~.!' ~k:r_.__ J, RECIEVED ALL PLANS AND ANY OTHER DOCUMENT MION
.1 NI..>>.. OJOOB'Pl1<.1f1 I "7""~ h ~ z:3, of"),o? ~ ~, FROM ALL OF T~E PERMITTING AND ANY OTHER
...;-.. ..fi ---,---~---~~ --'~I,. REGULATORY AUTHORITIES FAILURE TO FOLLOW
I EXISTING CURB : (~-._ 4-~_i..Y/, E.. -5..~r J:i! THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
AND GUTTER ), 'il'&ajQ ~A.I-r- ~<:!..~-r- I~ ASSUME AJLL RESPONSIBILITY FOR ANY SUBSEQUE"'T
I -~-~ l-~~~l~~"'---f'-'/-. U MODIFICATION OF WORK MANDATED B, AN,
, 'l'l"l', '>:10.1'_ ""JaG .. liIA'l/II <tlMO mMllWtG), 1i/l1\l 11 REGULATORY AUTHORiTY
0.1 it!!! ~L.AN ' i.'\t.t'-'::::_t'V~Jt'li '..I..I:CAt"'!D IN ~o "'!lICI!... ~iANtJdI ,.
.., Iii" \ ~;;;..~~~"":tl= OI-~~,,~SLO" ~AU. "! ~ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
. ), ELEVATIONS PRIOR TO COMMENCEMENT OF WORK
.'~. ,,\,_,C.,-,~_~. _~"O, F' s. ?2,-pl~__:__F,IE:LD. OR!::GON ,1 DISCREPANCiES IN DIMENSIOS uJI-llCH MAY BE FOUND
r"'''' .;v- !-7.1'S,~',SHALL BE BROJGHT TO THE ARCHITECTS ATTENTION
1&11' . FOR HIS DECISION BEFORE PROCEEDING WITH
WORK IN THE AFFECTED AREA
CONTRACTORS SHALL FOLLOW SIZES IN THE CONSTRUCTION
DOCUMENTS OR FIGURES ON THE DRAWINGS IN PREFERENCE
TO SCALE MEASUREMENTS FOLLOW DETAIL DRAWINGS IN
PREFERENCE TO GENERAL DRAWINGsS
PLANTING STRIP
MLhH'U~ SETS,Ci,S - COR.'1ER LOTS
All measurements are from ProDerty Llnes
-ftont Jald to house 10 feet
-Front lard to Garage 18 feet
-Stlee~ S~ae yard to Hse/Gar 10 feet
-Real ,ald to house or Garage 10 feet
1/81! . 1'-0"
NORTH
~
P U E MAY CHANGE SErSACKS
4
waeT IS' eiF<ESi
11'-2 1/2"
/
j 4011)t3611)(411
/ CONC SLAB
I
EB
3'~4"""'"
/
/
2'~8"
/
t'U ~~
boO
,<-
~ ,
I
""
'i
"J ~
'''' '1 L
/ ,-, /W r:
e ~ ~,. ~ '1
/ , , /11. if'
l.
,
. ,
'"
~ '
01 I
,
8" THICK x 32"
HIGH CONC BLOCK
STEM WALL ON,O"
THICK xl&" WIDE FOOT NG
'"
-
"
\' 't<s
<..\
"
8" THICK x 32"
f-jIGH CONC BLOCK
STEM WALL ON'O"
THICK xl&" WIDE FOOTING
'" Q
,
,
Q c
SLOPE
\/81' 'FT
THICKEN )
SLAB EDGE
)
+''U~~
bop
33"x33"XI0' TH'CK
FOOTING W/ (3)-"4
REBAR-EACH WAY
c
.
,
_J ~
'1 L
....-
~~
ILlL
~'
- I
I
0'
, '
'"
~.
, ,
v
\- 't<s
10,
, '"
"
13 -4"
/
FOUNOA i ION ~L.AN
1/4" = 1'_011
NORTH
~
S
WHERE IT 'S OBVIOUS THAT A CRAWING ILLUSTRATES
ONL Y A PART OF A Gi /EN L:)QRK OR A NUMBER OF
ITEt""S THE REMAINDER SHALL BE DEEt-"ED REPETITIVE
AND SO CONSTRUCTED
ALL CONTRACTOR PROPOSED SUBSTITUTIONS SHALL
BE APPRO'/ED BY THE ARCHITECT PRIOR TO
COMMENCING ANY FERTINENT WORK
CONTRACTOR Si-IALL BE RESPONSiBLE FOR COORDINATION
OF ALL TRADES ''<CLUD,NG Ti--lOSE ITEMS 6\..PPLiED ey
THE Ou.lo<ER
DIMENSIONS SHOU.N ON THE PLAl'<S ARE TO THE FACE OF THE
STUDS OR COLUMNS UNLESS NOTED OTHERWISE
CONSTRUCTION SHALL COMPLY WITH THE STATE OF OREGON
1~'3& EDITION ONE AND Tll!O FAMIL Y DWELLING
SPECIAL TY CODE
SITE DRAINAGE THE SITE SHALL BE GRADED SO AS TO DRAIN
SL.RFACE WATER AWAY fROM FO...NDATION WALLS
iO
1
8
~
'0
II
FOUNDATION PERIMETER DRAINS SHALL DAYLIGHT AT
UNIMPROVED WATER STREET
ROOF CRAINAGE DISCHARGE ALL ROOF CRAINAGE TO THE
GROUND SLRFACE AT LEAST :,'-"''' FROM Fou."JDATION WALLS
12
,~:~J.D ft.?,
" f. ~
<':",1 "" ,
~'" .. .,~ ;1,
, I "
"- I ","" T" 'I I" ~ I'~ 'ri")
,.,/?:W'"'' \~""~~ c-.
,~.:;:::
, .
tl ~~ltIL'\[ (f'.[':( N ~."
.~... <: "'58'1 r ~'
"l' <' "
l' Il'; \\ \(, t-
1/1 12:?t>r-;
Robert W.
Haase
architect
1164 van bur en
eugene. oregon
97402
484-6528
Client.
Robert
Fassett
"
1289 East 28th
Eugene. Oregon
97403
Revised
~
:8
'~
>
cP
S
~
g
+=l
{1
c
8
u.
-0
fa
fa
a:
<J)
-
(i)
....z
willO
zfficcffi
~gti~
BOOru -
aw-g
<(cc""w
wl=f3ffi
~UJ3:z
<(00 _
ccOO-vcc
<(<(00.
~"",,(\I(f.)
-
Daleo
Orin by.
Orl-mg .
Revised<
", SEPT 1~~1
606
R-SITI~
20 DEe ,~';\,
Sheeto I OF ~
CopY1Vlt 1997
Robert W. Hal$&, Archll~