HomeMy WebLinkAboutBuilding Application 2003-3-26
DFC-A~ING INDex
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GeNeFC-A1.. NOTes
eWES AND SfANDARDS
1. All construction shall ~e: In Strict canpll ance: with the: Swte of Or e:eo n 1996 Earuo n
One: and Two Family Dvle:llin~ Specialty Code: and all appllca~le: Stat<: and Local (Care.
2. ENERGY eWE: All constructIOn shall conform to the: Iata:>t e:druon of Stat<: of
Or"0on Enerrol Code:. Pre6Crrptl ve: Path 1 Notrfy Architect of any dl&c repancrre
~e:twoon documenta and E'>t.andards. Where: conflict occurs. the: more: rreld
E'>poclflcatlon shall eovern.
3. PAAllAL SElS OF IXlCUMEN1S: Architect shall not ~e: r~ponslble:for blMIn~
errors or anl561 ons due to blMIn~ from parttal ;:;eta of documel'tt6.
SITE 'MJ RK
1. Remove: all oreanlc materralltops 011 from area under the: ~U1ldlne and under paved
are:as.
2. Fill shall con€:>lE'>t of a froo-dramine eranular materral, Place: fill in lifts not to e.'\Cee:d
8' and compact to 100% E'>tandard MSHO u nderfootines and 95% E'>t.andard MSHO
under slaOO and pave:d areas,
3. Select fill material under E'>laOO shall ~ e: 6' layer3l4!' rr11 nus crushe:d rock or coarse
sand,
4, Provide: pOE'>ltIve: dralnaee: under-t1oor areas to comply With CABO 405.1. If r/XI'"nxl.
FOUNDA1l0NS
1. All footlnes shall ~ear on undl"wrl:Je:d SOil or compacted fill minimum 12" ~elow
flnlE'>h erade: (18' attwo-E'>tory portIOns) unless noted otherwl5e:. Notify Architect
~efore: procoodm~ of any unusual conditions encountered In footine e:xcal'aUon5.
2. If stem wall and fooune are two separate po urs. prOVide: #4 vertical L ~ar at (f-
0' oc maximum from footlne mto E'>tem wall.
3. Do not excavate clo.serthan 2:1s10 pe: a4Jacent to footlnes.
4, Clean all footlne e:xcal'aUons of 1005 e material by hand pnor<;o pounne conc',_i:e.
CONCRETl;
1. Mimmum structural concrete: com pre60l ve: 5tren0th ",hall be 2.500 r sI at 28 I",ys
unk>ss noud otherwl5e:. Expor~d concrete: (sla~s. w3lks. etc.) shall have: a ml mr, um
compre&5lve E'>tren0th of 3.500 psi at 28 d,~ys and shall be air entrained. '
2 MInimum cement content E'>hall ~e5 sackE'>/yard =eptslabs on ~rade 0halll,e.l'J 112
E'>acks/yard. Maximum E'>lump E'>hall ~e:4'
3. Place: and cure all concrete: per /'CI codre and standards
4. Provld e: control jOlntei In all E'>laOO at 12'-0' oc maxim um each way unless note
otherwise. PrOVide: heavy toole:dJomts (314") at 5'-0' oc and 1/4" premolded expan"lon
JOInt6 at 20-a' oc maxim um at all extenor walks.
MASONRY !If Used'
1. Concrete: Maso nry UnItS E'>haU me et the: r/XIUlrement6 of ASTM C9G-90. I able: 1 ,2 &
3. Type: 1. me:drum wCleht, f 'm ;a: 1500 psi Swndard ~Iock. &cored ~Iock (Wlllacl1 ette
Graystone: 862R) and E'>pht face:d block (Wlllamette Graystone: 8ooSf). see: o tenor
Ele:vatlons for locations of each style:.
2. Concrete Maso nry Unrta "hall have: 125" rr11nJmum face shell thickness at,';; 1.00"
mI mmu m we~ thl ckneGS.
3. When delivere:d tothe:Jo~ "rte:. all unrtb E'>hall be sound and froo of cracks or other
deftXt6 that would mterfere with the: proper p1aclne of the: unrtb or would slentfl~antly
CONCRETE / MASONRY RElNFORCINQ
1. All remforclne ste<:lll'5 and 5l1'la1l er shall be A-61'5 Grade: 40
2. Refer to details for remforcrne "te<:I SIZ~
3. PrOVIde concrete: ma:.onry unrtb v"th ~ond ~e:Jns at 48' oc with #4 honzontal and
1151'ertlcal at 32" 0 c. Grout these: Cel6 solid. Refer to details
4, See e:levatlons for locations of score:d (W1l1amette: Graystone 862 R) ano E'>plrt
face:d block (Wlllamette Graystone: 800 Sf)
wcro
1. Alllurn~er spoclre shall ~e: as follows unless noted otherWISe:
JOtsta/ Beamsl Stnneers - DF-L #2 0 r ~etter
6' Nanl nal Beams and Stnneers -- DF-L 111 or Better
Glu-La-runate:d Be:ar1s -- 24F-V4 DF/DF unle:&s noud
otherwl5e:. No Camber
Bucks/Blocklne/Bndem(l/Mlscella ne:ous -- DF-UHem-Flr #3 or !X1;ter
Studs -- DF-L Stud Grade:
SI16/S100perslf'lata:>/Nalli ne Blocks/
All Wood EmbeMe:d In Concrete: -- DF-L Pr~sur~ Treated or
FoundatlO n Grade: Cedar
2. AlljOl"tE; and ~ea11S fr::rolne Into. not ~eanne 01\ ~e::ros, headers. (llrders sh,,1I ~e:
supported with Slmpt:ion-type:jOl"t or ~ea11 haneers.
3. Plywood orwaferl:>oard shall be as noted m foundation. floorfr::rolr1e and roof
fr::rol ne pia ns.
4, Ail extenor wall stud E'>paclr1e shall be 24' oc (16' oc all locatIOns where: lap "Idll~ 15
used) unl~s noted othe:rwI5e:. Alllntenor wall stud spaclne E'>hall ~e: 16' oc unl",,-,
noud otherwise:
GLAZING
1. All extenor WindOWS. skyhehta. e1355 doors E'>hall have msulatlne e1aLlne.
Unconditioned spacre may have: "Inele: elazlr1e unless noted otherWise.
2 If provided. elaz1ne In shower enclosure:& shall ~e: Identlfied and la~eled as safety
elazlne and shall confOITY1 to CABO 308 3 and 308.4 Shower doors E'>hall 15M r1II out,
3. Glazlr1~ within 24" arc of vertICal e:d0e: of doors In a closed po"ruo 1\ 18" of floor
and/or within doors E'>hall ~e: Ide:ntJfie:d andla~ele:d as safety elazln~ and shall conform
to CABO 308.3 and 308.4,
MI SCELLANEOOS
1. Provide: mlrum urn clearance: of 30" Width and 24" In front of all water clo;:;eta
excee:dlne CABO Fleure: 307 2.
2. Walls at showers shall ~e:fimshe:d to a mlmmum heleht of 72" a~ove: dram mletwlth
material not adversely affected ~y mOI"ture: per Plumbine Cod~
3. &rIoke: detector(s) shall rece:rve: pnmary powerfrom ~uildlr10 Winne. have: battery
~ack-up and shall confOITY1 to CABO 316.
4, Ail recessed f1xturea In extenor or Insulated celltnes shall ~e: Iype: IC unless noted.
Box rn f1xwrea per Super Good CenU'> Swndards.
5 Maxim um step down at extenor doors shall be7112" unless noted othel'Wl5e. Doors
SWIn(llr1e over landlr1es E'>hall have: a maxim um E'>tep down of 1',
6. PrOVIde: minim um 24" clearance: a~ove: to ranee: hood or 30' cle:arance: to
com~usu~le: construcuon al:>ow:: rf no hood rs used at all kitchen rane~.
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1.0i ;3 1. 2NO AOOlilON iO MIMOSA PA~I<. PHASE 1
NE 1/4, SEC 2e., i1 'S, ft;3~. ~.M.
SP~INGFIE1.0, LoANE COUNiY. O~EGON
MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property Lines
-Front yard to House 10 feet
-Front )ard to Garage 18 feet
-Slde yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
P . U . E MAY CHANGE SETBACKS
':).... STREET TREES ARE
~
".RE REQUIRED Please
refer to attached De\- e topment
Code SectJOn regardmg the
placement and t}pes of
allo',';able street trees
/... TTE~mON Oregor, ,a'N ,equlres you to
follow rules adopted by the Oregon Utility
Notification Center Those rules are set forth
In OAR 952-001-0010 through OAR 952-00t-
)090 You may obtam copies of the rules by
eallng the ce~ter ,Note the telephone
lumber for the Oregon Utility NotificatIOn
Ce~ter rs 1-800- <,?-2344)
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NOTICE:
THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
ANY 180 DAY PERIOD,
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CITY OF ~F'~iNCFI:O:U), OREGON
!'~!:::EQVED BY -) f'iY"""'. DATE c.J-=:j1J:O 3-
4165 VILLAGE PlAZA LOOP SUITE 200
EUGIoNll OIl.EOON 97...01
PHOM S4134+-3332
FAXS41-34klS97
HMIL AA,BORS01J!'H" AOl COM
WWW.ARllORSOUTHCOM
PROJECT
THE
JEFFERSON
2
~n~I'
-
INDEX
SITE PLAN
)OBNO
DATE
24 MARCH 2003
DRAWN BY
DARRELL
CHECKED BY
DAN
REVlSlON
I
MEMBERS,
AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
A:
.
C ARllDR SOU1 H ARCHlTECT\JRE PC
THE JEFFERSON - 2