HomeMy WebLinkAboutBuilding Application 2003-6-13
D~A~IN~ INDEX
A1 elTe PL..AN . COVIOFI. eHIOE!T
A:2 I"L..OOFl. pL..ANe
A' eXTeFl.IOFl. eL..eVATIONe
A4 eXTeFl.IOFl. eL..eVATIONe
A' F'OoNpATION PL..AN . pI!TAIL..e
M. FtOOI' FFtAMINGo PL..AN . FtOOI' PL..AN
A' EOUIL..pINGo eeCTION, TFl.Uee Typee. peTAIL..e
!1 l!L..eCTFtICAL.. PL..AN
~eNeF<.A1.. NOTes
CODES AND STANDARDS
1. All COn!;tructlon &halll1eln &trlct compliance with the State of Oregon 1996 Edition
One and Two Family Dwelling Specialty Code and all appllcal1le State and Local Codes,
2, ENERGY CODE: All con&tructlon &hall conform to the late&t edition of Statd of
Oregon Energy Code. Pre&crlptlve Path 1. Notify Architect of any discrepancies
l1etween documents and &tandards, Where conflict occurs. the more rigid
&peclflcatlon &hall govern,
:3, PARTIAL SETS OF DOCUMENTS: Architect &hall not l1e re&ponsll1le for I1lddhg
errors or oml&sloM due to I1lddlng from partial &ets of documents,
SITE WORK
1. Remove all organic materlal/top&oll from area under the l1ulldlng and under raved
areas,
2, Fill &hall COMI&t of a free-draining g"anular material, Place fill In lifts not to e~ ~e~
8" and compact to 100'4 &tandard AASHO under footings and 95'4 &tandard AASHO
under slal1s and paved areas,
3, Select fill material under &lal1s &halll1e 6" layer :3/4" minus cru&hed rock or ,;o"rse
&and.
4, Provfde po<lve drainage under-floor areas to comply with CABO 405 1. If re1ulrad.
FOUNDATIONS
1. All footings &halll1ear on undl&turl1ed &011 or compacted fill minimum 12" l1elvw
flnl&h grade (18" at twO-&tory portlon&) unle&s noted otherwl&e, Notify Architect
l1efore proceeding of any unu&ual conditions encountered In footing excavatlo~s
2. If &tem wall and footing are two &eparate pours. provide #4 vertical L \:>ar at 6'.
0" 00 maximum from footing Into &tem wall.
:3, Do not excavate clo&er than 2'1 &Iope adjacent to footings, .
4, Clean all footing excavations of loo&e materlall1y hand prior to pouring concrete.
CONCRETE
1. Minimum &tructural concrete compre&&lve &trength &halll1e 2,500 p&1 at 2< "".,s
unle&s noted otherwl&e, Exposed concrete (&Ia\:>s. walks. eto) &hall have a ml",,~um
compresf>lve &trength of :3.500 p&1 at 28 days and &hall \:>e air entrained
2. Mlnlrrum cement c"r,t.e~t shall be 5 sack&/yar,~ except sla\:>s on grade sh"ll ."; 'ii;
sacks/yard, Maximum &Iump &hall be 4",
3, Place and cure all concrete per ACI codes and standards,
4, Provide control joints In all &Ia\:>s at 12'-0" 00 maximum each way unless noted
otherwise, Provide heavy tooled Joints (:3/4") a~ 5'-0" 00 and 1/4" premolded exp"n-,Ion
joints at 20'-0" 00 maximum at all exterior walks.
MASONRY !If U&ed)
1. Concrete Ma&onry Unrts &hall meet the requirements of ASTM C90.90. Tal'le 1 .z &
:3. Type 1. medium weight. f'm 1500 p&l. Standar'" block. &cored \:>Iock (WIi1amette
Gray&tone 852R) an'" &pllt faced block (Wlllamette Gray&tone 800SP). &ee exterior
Elevatlon5 for locatlon5 of each style.
2, Concrete Ma50nry Units shall have 125" minimum face shell thlckne5s a',d 100"
minimum wel1 thlckne5s,
:3, When delivered to the jo\:> 5lte. all unlt5 &hall be &ound and free of cracks ,r other
defect5 that would InterFere with the proper placing of the units or would &Ignlflcantly
CONCRETE / MASONRY REINFORCIN~
1. All reinforcing &teel #5 and &maller &hall be A-615 Grade 40.
2, Refer to detall5 for reinforcing 5teel &Ize,
:3, Provide concrete ma&onry units wrth \:>ond l1eams at 48" oc with #4 horlz01tal an'"
#5 vertical at :32" 0 c. Grout the&8 cell" &olld, Refer to details,
4, See elevations for location" of 5core'" (Wlllamette Graystone 852 R) and spirt
face'" I110ck (Wlllamette Gray"tone 800 SP),
WOOD
1. Allluml1er &pecles shalll1e a5 follows unle5s noted otherwl5e:
Jolst,,/Beam&/Strlngers -. DF-L #2 or l1etter
6" Nominal Beams an'" Stringers -. DF-L #1 or Better
Glu-Lamlnated Beams -. 24F-Y4 OF/DF unle&s noted
otherwl&e No Camber
Buck&/Blocklng/Brldglng/MI5cellaneous -. DF-L/Hem-Flr #:3 or Better
Studs -. DF-L Stud Grade
SIII&/Sleeper&/Plates/Nalllng Block5/
All Wood Embedded In Concrete.. DF-L Pre55ure-Treated or
Foundation Grade Cedar
2 All jol&ts an'" beams framing Into. not bearing on. beams. headers. girders "hall be
&upported with Slmp&on-typeJol&t or beam hangers,
:3, Plywood or waferboar'" shall be as noted In foundation. floor framing and reof
framing plan5,
4, All exterIor wall &tud &paclng &hall be 24" oc (16" oc all locations where lap r,ldlng:s
u&ed) unle&s noted otherwl&e. All Interior wall &tu'" &paclng &hall be 16" 00 unless
noted otherwl5e.
GLAZING
1. All exterior windows. &kyllghts. gla5s doors shall have Insulating glazing.
Uncon"'ltloned &paces may have &lng1e glazing unle&s noted otherwl5e,
2. If provfded, glazing In "hower enclo&ures shall be Identified an'" labeled a5 s~fety
glazing and &hall conform to CABO 308:3 and :308.4, Shower doors &hall 5wlng out,
:3, Glazing within 24" aro of vertical edge of doors In a clo&ed po<lon.18" of floor
and/or within doors &halll1e Identified and labeled as "afety glazing and &hall conform
to CABO :308:3 and :3084,
MISCELLANEOUS
1. Provide minimum clearance of :30" width and 24" In front of all water clo&ett!
exceeding CABO Figure :301,2.
2, Walls at &howers shall be flnlshe'" to a minimum height of 12" a\:>ove drain Ir11et with
material not adver5ely affected by mol&ture per Plum\:>lng Code.
:3. Smoke detector(5) &hall receive primary power from l1ulldlng wiring. have battery
l1ack-up and shall conform to CABO :316,
4, All rece55ed fixtures In exterior or In&ulate'" ceilings &hall be Type IC unle5s noted,
Box In fixtures per Super Goo'" Cents Standar"'s,
5, Maximum "tep down at exterior doors shalll1e 11/2" unle&s noted otherwl&e, Door5
"winging over landings shall have a maximum etep "'own of 1",
6, Provide minimum 24 " clearance above to range hoo'" or :30" olearance to
combu5tlble conetructlon above If no hood If! ueed at all kitchen rangee,
eUI1..DIN~ DATA
EOUIL..DINGo AFt!A
1,400SI"
eNeFt~Y INr=Of<.MATION
1, rHIS PFtOJECr COMPL..IES /"llrH ENEFtGoY
PfteSCftlPrlVI! PArH NO 1 AS Ir PEftrAINS
ro rH! CUFtFt!Nr OFt!i#ON !N!Fti#'T' COD! AS
~Ol..l..OY'lS,
A. VINYL.. Y'lINpOY'lS' U. 40 MIN
e, Y'lOOP DOOftS: U. 20 MIN.
C Y'lAl..l..INSUL..ArION Ft-:21 MIN,
I' UND!FtF'l..OOR.INSUl..Ar\ON: R-:" MIN.
I! F'l..Ar CI!Il..INGS' R-" MIN,
1", ~OFtCED AIFt pucr INeUL..' Ft-' MIN,
G GA' HeATING
H, GAS Y'lATEFt HI!ArEft,
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L..ANpSCAP! CONpUlre
SITE! NOTES:
· VE!R-IFY SUR-VE!Y INFOR-MATION:
OIMENSIONS 4 SEAR-INGS,
E!ASEMENTS.$L.E!GAI..
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GOMPL.Y VI(/ A!..L. COOES.
OR-OINANCES .$ GOVER-N'G
AGENCIES,
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~IhI~J~ SETBACKS - INTERIOR LOTS
All measurements are from Property Lines
-Flont yard to house 10 feet
-Front )"rd to Garage 18 feet
-Side )ard to House or Garage 5 feet
-Rear )ard to House or Garage 10 feet
P,U E MAY CHANGE SETBACKS
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____________________________________________UN'1T(S) I qc;:~J;'i:~NCY LO~ -
~loro(lEs I . ___~ONSl RUC1l2J::i...J.f;.'
LEGA~ DESCRrPTION /2ff33::lJ sl.5J-A IP -
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~ITe NOTEel
· veR-IFY SUR-VE!Y INFOR-MATION:
OIMENSIONS .$ SeAR-INGS,
E!ASeMENTS 4 !..E!GA!..
· VER-IFY R-eaUIR-EO eETSAGl<.e
GOMPL.Y~/A!..!..GOOE~
OR-OINANGE!S .$ GOVER-N'G
AGENCIES,
.1L~STREET TREES ".RE
".RE REQLlRED Please
refer to attached Developmenr
Code SectIOn rt"gardrng the
placement and t) pel of
allovvable street trtes
Kev'l SeJ S-tz
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DFtAIN Al..l.. DOY'lNe>POUTS
ro cuFte Y'le!p HOl..eS
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/"lATER / PO!"EFt / Go.~S
PHON! / e!Y'I!FI. ro EO!
SIT! VEFtIP'leD PftlOFt
ro Y'lOFtI<
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47(,5 VILLAGE PlAZA LOO1' sum zoo
EUGENE, OtuGON 9~401
PHONE 54134103332
FAXS413441597
I MAlL. AIUIORSOVTHO^OL.COM
WWWARBORSOUTHCOM
PROJECT
THE
JEFFERSON
INDEX
SITE PLAN
jOBNO
.'vW 0 5
DATE
19 NOV, 2001
DRAWN BY
BRAD
CHECKED BY
DAN
REVISION
30 JUNE 2003
lnt: co.,,"'''t.Nl'":; HEn:E ON \-
ALrER,t.n'_\'~s 1'".)'>:;'t,\Tr.:O Of'
O~ 'It.l...TERAT, )",S {~,D<! fO'"
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CITY OF SPRiNGH'-^- ": ,-:C;"" ~,N
bPPROVED BY ~ ~
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NOFl.TH
MEMBERS,
A.'.-IERICAN INSTITUTE
OF ARCH lTE CTS
SHEET NO
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C ARBOR SOUTH ARCHITECTURE. PC
THE JEFFERSON' MOOS