HomeMy WebLinkAboutMiscellaneous Plans 2003-9-30
DFl-A~IN<& INDE!X
A 1 ~ITI! I"I.AN . COYE"" ~HeI!T
A2 1"1.00"" I"I.AN~
AS I!)<TI!I'.IO"" I!J.I!YAT'ON~
A4 P'OUNPAT'ON I"I.AN . peTAII.~
A' ","00t" """AMIN~ I"I.AN . ""00t" I"I.AN
Aeo ElUIJ.PIN~ ~ECTION. T","Ue, TYPE" PETAIJ.~
I! 1 EI.ECT""ICAI. PI.AN
c&E!NE!Fl-AJ.. NOTE!e
CODE5 AND 5TANDARD5
1. All con6tru~lon 6halll:>e In 6trl~ compliance with the 5tatB of Oregon 199a Edition
One and Two Family Dwel1lng SpecIalty Code and all appllcal:>le 5tate and Local Code.s.
2. ENERGY CODE All con6tructlon .shall conform to the late.st edition of 5tate of
Oregon Energy Code. Preecrlptlve Path 1 Notify Archlte~ of any dlecrepancle.s
I:>etween documente and .standarde. Where confll~ occure, the more rigId
.speclflcatlon Elha II govern.
3, PAR1lAL 5ET5 OF DOCUMENT5' Archlte~ Elhall not I:>e reElponell:>le for I:>lddlng
errors or oml.s.slons due to I:>lddlng from partial eets of documents
51TE WORIS
1. Remove all organic materlal/topeoll from area under the I:>ulldlng and under paved
areas
2 Fill ehall con61Elt of a free-draIning granular material. Place fill In lifts not to exceed
8" and compa~ to 100% Eltandard AASHO under footings and 95% .standard AA5HO
under .slal:>s and paved a reae.
3 Sele~ fill materlal under Ellal:>s Elhalll:>e 6" la)'er 3/4" minus cru.shed rock or coaree
.sand.
4, Provfde pOElltlve drainage under-floor areas to comply with CABO 4051. If required.
FOUNDAT'ON~
1. All footings Elhalll:>ear on undlElturl>ed eoll or compa~ed fill minimum 12" I:>elow
flnlElh grade (18" at tWO-6tOry port 10M) unle.ss noted otherwl.se, Notify Archlte~
I:>efore proceeding of any unuElual condition, encountered In footing excavations
2. If 6tem wall and footing are two Eleparate pouros. provIde #4 vertical L !:>ar at a'.
0" oc maximum from footing Into Eltem wall.
3 Do not excavatB cloEler than 21 Ellope adjacent to footings
4 Clean all footIng excavations of 100Ele materlal!:>y hand prIor to pourIng COM,ete
.
CONCRETE
1. Minimum Eltructural concrete compressIve 6trength Elhall!>e 2.500 psi at 20 ,jays
unle6s noted otherwlEle. Exp06ed concrete (sla!:>s, walks. etc,) 6hall have a tr'llmum
cot'lpre6Ellve 6trengtn of 3.500 p.sl at 28 days and 6hall!:>e air entra1ned.
2. Minimum cement content 6hall ue 5 sack.s/yard except 6lau, on grade 6halll:>e 51/2
eacke/yard. MaxImum slump 6halll:>e 4".
3. f'tace and cure all concrete per ACI codes and etandards
4. Provide controljolnt:3 In all Ella!>s at 12'-0" oc maxImum each wa':! unle.ss noted
otherwlee. Provfde heaV)'tooledjolnts (3/4") at 5'-0" oc and 1/4" pre molded expansion
JoInts at 20'.0" oc maximum at all exterIor walks.
.
MMONRY (If U6edl
1. Concrete Maeonry Units Elhall meet the requirement' of A5TM C90.90. Ta!:>le 1 .2 &
3. Type 1. medium weight, f'm 1500 p61. Standard I:>tock, Elcored I:>lock (Wlllamette
Graystone 852R) and Elpllt faced I:>lock (WIllamette Graystone 80051'). Elee ExterIor
Elevations for locations of each Elt)'le.
2 Concrete Maeonry Units ElhaU have 125" tnlnlmu m face ehell thlckne.ss and 1 00"
minImum we!:> thlckne.ss,
3. When delivered to the jol:> site, all units .shalll:>e eound and free of cracks or other
defe~s that would Interfere with the proper placing of the units or would slgnlflcantl,:!
CONCRETE / MASONRY REINFORCING
,- All reinforcing steel #5 and Elmaller Elhall!:>e A.615 Grade 40
2 Refer to details for reInforcing eteel Ellze.
3. Provide concrete ma.sonry units with uond Deam, at 48" oc with #4 horizontal and
#5 vertical at 32" 0 c. Grout the", cell, .solid. Refer to details
4 See elevations for locations of Elcored (Wlllamette Gra)'$tone 852 R) and .split
faced !:>Iock (Wlllamette Gra)'$tone 800 SP)
WOOD
1 Allluml:>er 6pecles .shall De a.s follows unle.ss noted otherwl6e:
Jolet.sIBeame/Strlngers .. DF.L #2 or !:>etter
6" Nominal ~eams and Stringer," DF-L #1 or ~etter
Glu-Lamlnated ~eams ., 24F.Y4 DF/DF unle$' noted
otherwlee. No Cam!:>er
Buck.s/~locklng/~rldglng/MI$cellaneoue" DF-L/Hem-Flr #3 or ~etter
Studs .. DF-L Stud Grade
SlIle/5Ieeper$/Platee/Nalllng Ellocke/
All Wood Em!:>edded In Concrete -. Df.L Pre.ssure'Treated or
Foundation Grade Cedar
2 AUjolets and !:>eams framing Into. not !:>earlng on,!:>eame. headers, girder' Elhall!:>e
supported with Slmp60n.t)'pe jol6t or I:>eam hangers.
3 Plywood or waferll:>oard Elhall!:>e as noted In foundation, floor framing and roof
framing plan,.
4 All exterior wall .stud Elpaclng Elhall!:>e 24" oc (16" oc alllocatlone where lap eldlng Is
ueed) unle6s noted otherwise. All Interior wall .stud .spacing Elhalll:>e 16" oc unlees
noted otherwise
GLAZING
1. All exterIor wlndow6. $k':jllght,. glaEl' door, .shall have Insulating glazing.
Unconditioned Elpaces may have .sIngle glazing unle.ss noted otherwl.se.
2 If provfded. glazing In .shower enclosures Elhalll:>e Identified and la!:>eled as .safet)'
glazing and Elhall conform to CAElO 30e,'3 and 30e.4. Shower dooros Elhall .swlna out
3. Glazing within 24" arc of vertical edge of doors In a cloEled po.sltlon, 18" of floor
and/or within dooros Elhall!:>e Identified and la!:>eled as eafet)' glazing and Elhall conform
to CABO 30e 3 and MB 4
MISCELLANEOUS
1. ProvIde minimum clearance of 30" width and 24" In front of all water Cl06etS
exceeding CA~O FIgure 3072.
2. Walls at showers Elhall!:>e flnl6hed to a minimum height of 72" al:>ove drain Inlet with
materIal not adven;;e'':! affected I:>';J molElture per Pluml:>lng Code
3 Smoke dete~or(El) $hall recelveJrlmary power from uulldlng wiring, have uattery
I:>ack-up and Elhall conform to CA~ .31a
4. All rece.s66d fixtures lt1exterlor or In6ulated ceilings $hall!:>e Type IC unle.ss noted.
~ox In fixtures per Super Good Cents Standards.
5. Maximum Eltep down at exterior doors Elhall!:>e 71/2" unle$s noted otherwl.se. Doors
.swinging over landings Elhall have a maximum etep down of 1".
6 ProvIde minimum 24 " clearance a!:>ove to range hood or 30" clearance to
com!>u6tll:>le con.structlot1a!:>ove If no hood Is ueed at all kitchen ranges.
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eUIL.DIN<& DATA
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E!NE!Fl-c&Y' INr=OFl-MATION
Whit/pool Clothes /Jryet7 offet all these qualitr leatures:
. E~uaI FTcw orytnq system . /ar.atcr 3atfles . 1/3 ,P IAotor
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SUfa CAl'1\ClTT 1'UJ$ SUPER CAPAClTT 1:0" EX I
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p","EeCI'.IPTIY! PATH NO 1 Ae IT pel'.TAINe
TO THl! CUfIt.","ENT O","E~ON ENE","~"I" COP! A'
1"01.J.0Y'le
A. VIN"I"1. Y'l11'lPOY'l" U. 40 MIl'
e. Y'lOOP pool'.e U. 20 MIN.
C Y'lAJ.I..INeUI..ATION "",21 MIN
P UNPEI'.FI.OOR. INeUI..A1'ION. R.-2' MIl'
l! FI..AT Cl!II..IN\Soe I'.-ea MIN.
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': .DRYERS
FfATl/I/U
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DRY1H& SYSTEM
:dJaClN !C"fl)
dentie~Sys:em
j Ur1J..8 "op Moun/ed ~ nf Sc'een
DRYER CONTROlS
fllll)l!eralull Selnt""S
'lllW'IGH
oel!Nnent P'es:s, Heavf. ~'GI~
Det''T1aneni :lftSS MECItUM
<ruts...OW
~elicates lCW
Jellcales :X, "ow
lJ11 AIf
!l."" t;Jcle.
.\utomaut DAY MISE.::l.'.
Elecrronlc GAY \-11St:C: ~
C.llcaI' Ilo. Heall
-rr.ed }mnc
~al}l.Of1_
TLMBLE 'RESS'
fiNIS<' GIJMO'
\eJ'I'f ClV@60Mm
~O,rfflj Jr'1
ClUff Air
COHHHIEHCE fEAoTURES
Nida-Ooenme ~anoef JOOf
SuGar p~us Slde~SiN'l1a_:oor
levers ble SIca-Swlna Door
,nd-ol Clt'e S'9ral
::LRAWHllE" Inte(lQf
'nle.r,orLlQtlt
(;i_EAN fouc...... Ccnsc,&
:''\$'( CLEAN JO [II LJnl S~s,em
DUALITY fEATURES
C,.jor AV~llatlJh!v
Nhll"on W~lle
~lmond.cn All1ono
~'ec:.nc Heatin9. E'emef'l!S .W3USI
Ws 3c/!lel BTUs\
Narrantv
~oo!oJt' Shloolno NelOlnt I, L.bs)
8o:1nc
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ORYER OIMENSIOINS
A-WIOTrl 6-0CPTrl
ELECTRIC
E:tfi1 La~e t;a~aClr, t!fodels
19' 1513116
:super tiauaclt'f MOllle!.
Su~el Capaclly Plu. Model.
19' 2713116
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S-OPTY
GAS
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423>8
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S1de.Swlrg
22314'
Harrper
13.314'
. Com~act lIIodel
(0 13 7iS 21 51'6 NJA
GAS CONVERSION KITS ARE AVAILABlE
12 ';2'
32-1/2"
i s..1/4 ~
14' THIN 'Wl~ lIld Compacl3
'0 oeo BTU 1694530
11" THIN !WI~'
1 6 lOll 3~U n3S2235
=uJI-$1l9 Gas C'Ycr~ 22 JOO BTU 1<1957'2
EXHAUST INFORMATION
EXHAUST HOOD T'fl'O
NL-MBER i~'~_
:; f' f'_ 1 ~'Cf3I
~L.RNS '-..V
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1AAlMUM lfNGTlf OF 4 !Hell 8WdfTEH rWItl METAL DU!:1
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1<;.==1 ~..~ I ,r
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MAX.IMJ.,1If cclt'GTIi )f ,-.ntH ~IAMfTUI rmtllLf 'llrOM. mJt1
J ~" "'t Jlr
1 1.13 1 e nl
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EX1AUST 1',f:RMATIC~
ill J'yefg eQUI~s he eq....rva,el"lt J( 3. 4 ,('en
jlarijtel aX'lal.st :luct Ql01d lletal due. s-ec
~ml1'en\led ~allv1 lo ;;ro~erjlj ~x.~us~ "e
Jl"jer NiJ~ es J~t r f1'pr Jpel :pera 10f'l ;:'oJt
l"ore ~om~Mte '11':]rT"'a.l0l1 ~ae '':..,nal.oS,lnq
N11lf!Ooo~ Jrfen ' I-1T603' 97
SXTPIOEO I,m ~G
i'le :ASY C -.fAN 1 CO'll _.r1t :C(lec. Ol"i STI,em
~;(len'..'s lent.l1g ~aoaDlllt ~$ ~D to l' 5 '!let
~lCdel$ E~5a58E .3lS8.:JO~ ~_ "BJ6t atC
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7 _STREET TREES ".RE
~
".RE REQClRED P,ease
""~fer to a:tac'1ed De'veloprr.er:~
Cod~ SectlOTl regardmg t'le
placement a.1.d types of
allo\\able street t:-ees
CIN AJ.J. Po:pOU1'e
'~","e Y'lEE'" HOL.e,
\.
-, .
- I
I..ANOeCAPI! CONPUITe
Y'lATE"" I POY'lI!"" I ~Ae
PHONI! I $!Y'lI!R. TO Ell!
elT! YEI'.IP'IEO 1""'10""
TOY'lOR.1<
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MI~IM0M SETBnCKS - I~TERIOR LOTS
All meaSlrements are from Properly Llnes
-Fro~: yard to house 10 feet
-Front yard to Garage 18 feet
-S,de yard to House or Garage 5 feet
-Rear jaro to douse or Garage 10 feet
_ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ ___ _ _ _ _ ~ ~./YE""_I<.NOI:J. Y'lA,!, ___ ___ _ _ __
SITE PL.AN
SCA!.E!. 1". 1 0'-0"
1..0T 104'
~IYE~ G>I..!N FOUR.1'H At:>OITI~N
eel 1/4,el!c.TION2'.T 1'$,R..'Y'l.Y'lM
~PR.IN~I"I!L.O,I..AN! COUNTY, O~!!G>ON
SITE! NOT!S:
· V!f(IFY SUf(VI!Y INFOf(MATION:
t'IM!NSIONS .. SE!Af(INcSoS.
eAS!MI!NTS .. L.l!cSoAL.
· VI!f(IFY f(l!aUIf(!t:) SI!TSACI<.S
COMPI. Y ~I AL.!. COt'I!S.
Of(t'INANC!S .. cSoOVI!FtN'cSo
AcSo!NCI!S,
P U E MAY CHANGE SETBACKS
RES\OEN,,[lA~ us:t
>.ftRO\ ED CHlY FOR 6
1~ ACCOF [,p t-lee -H1TH ARTleL~ ~O"'.i
O'?" -'c "lD DEVELOPe/EN, .
l~" i '"1 E "'I II~'-../ -
12',] ~":c c,; , - ~ _(\, UJO?J(', 'i." (~.t)ttflID3~
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COMP4CT ORYER
OIMENSIONS
J:;?
f :10
II
c/1)1 ,
1'1 J/'
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Jll"'ens G! S SlOM a'a Of Jiarl l a JUfOCSes Jlljy r:cr ;Ofr:l1ete /OrMJtlOrl ~~~ II sial ;;110(1 1 Slr1,Ci JI'S ;;ack.ed NIt!' Jrod1J~
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NOl'.TH
4165 VILLAGE PlAZA LOOP sum 200
EUGENE. OIUOON 'r4Q1
PHON! 541-344 3332
FAX. 541-341 1.597
~-MAlL. W'WWARBORSOU1'H COM
PROJECT
THE OAKlAND
INDEX
COVER SHEET
SITE PLAN
JOBNO
M002
DATE
16 AUG, 2000
DRAWN BY
BRAD
CHECKED BY
DAN
REVISION
24 SEPT, 2003
I
.....
MEMBERS
AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
A~
..
C ARllOR SOUTH ARCHlTECTURJ;, PC
MILT. 002