HomeMy WebLinkAboutPermit Building 2003-9-25
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Alii !XT!"IO" !J..!VATION~
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eNet'Gr--( INFO~MATION
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1. THle PFloOJI5'-T '-OMI"J..I!~ I"iITH ENEFloGo'!'
PFtE$'-FloIPTIVE PATH NO.1 ,1.$ IT PEFloTAIN$
TO THE Cli""ENT O"EGoON ENE"Go'!' COPE A~
F'OJ..J..OI"i$.
A. VIN'!'J.. I"iINPOI^I&: li. .40 MIN.
6. I"iOOP POO"$: li . .20 MIN.
C. I"iAJ..J.. INSliJ..ATION: Flo-21 MIN.
P. liNP!"I"J..OOFlINSliL.ATION: "-25 MIN.
E. PJ..AT '-EIJ..ING-e: ,,-ea MIN.
F. F'OFl'-EP AIFl Pli'-T IN$liL..: ,,-a MIN.
Go. G-A& HEATING>.
H. G-A& I"iATEFl HEAT!Fl.
GreNe~A1.. NOTeS
CODES AND Sf AN DARDS
1. All cons"truction shall!>e in s"trict compli ance with "the State ofOre0on 1996 Edltin n
One and Two Family DNellin0 Specialty Code and all appll ca!>le State and Local Code!~
2. ENERGY CODE: All construction shall conform to "the l.ate5t edition of State of
Ore00n Ener0.Y Code. Pre5Criptive Path 1. Notify Architect of any di5Crepancire
!>etween documente; and standards. Where conflict occurs, the more ri0id
specification shall 00vern.
3. PARTIAL SETS OF OOCUMENTS: Architect shall not !>e rel:>ponsl!>le for J;>jMin0
errorn or omissi ons dueto J;>jMin0 from partialse:te of document5.
S--(Me01..S
SITE VI() RK
1. Remove all or0anic materialltopsoil from area undenhe !>uildin0 and under paved
areas.
2. Fill shall consist of a free-drainin0 0ranular material. Place fill in lifts not to exceed
eI' and compact to 100t standard MSHO underfootin0s and 95t standard MSHO
under slal>5 and paved areas.
3. Select fill material under slal>5 shall!> e 6" Iqyer 314" mi nus crushed rock or coarn:~
sand.
4. Provide p05itive draina0e under-floor areas to comp\Y with CABO 405.1. if required.
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PETAIL.
POO"
fOUNDATIONS -.. .. -. .
1. All footin0s shall!>ear on undlsturl:>ed soil or compacted fill minimum 12" !>elow
finish 0rade (18" at two-story portions) unlel:>s noted otherwise. Notify Architect
!>efore proceedin0 of any unusual conditions encountered in footin0 excavations.
2. If stem wall and footln0 are two separate pours. provide #4 vert;ical L !>ar at €l-
A' oc maximum from footil10 into stem wall.
3. Do not excavate c105erthan 2:1s10 pe acijacent to footin0s.
4. Clean all footin0 excavations of 10010 e materiall:>y hand priorto pourin0 concrete.
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&INGoJ..E HliNGo
I"iINPOI"i . SING-J..E HliNG-
CONCRETE . .._
1. MlnimufI' E:Muctural concre:te comprel:>si ve strenffCh shall be 2.500 psi at.:8 dalE
unless noted otherwise. Exposed concre:te (sla!>s. walks. etc.) shall have a minimum
compressive stren0th of 3,500 psi at ze, dqys and shall be air entrained.
2. Minimum cement content shall!>e5 sackslyard except slal>s on 0rade shall!>e 5112
sackslyard. Maximum slump shall!>e 4".
3. f1ace and cure all concrete per /'CI codel:> and standards.
4. Provide control joint6 in allslal>5 at 12'-0' oc maximum each way unlel:6 noted
otherwise. Provide heavy tooledjoints (314") at 5'-0' oc and 1/4" premolded expansion
joint6 at 20-0' oc maxim um at all exterior walks.
MASONRY (If Used'l.
1. Concrete Maso nry Units shaH me et the requirements of AsrM C9G-90, T aple 1 .28.
3. Type 1. medium wei0ht, f 'm ~ 1500 psi. Standard block. scored block (Willam etre
GrG\Y5tone 852R) and split faced J;>jock (Willamette: GrG\Y5tone 8ooSI'). see ExteriJr
Eievations for locations of each style.
2. Concrete Masonry Unit& shall have 1.25" minimum face shell thickness and 1.0)"
minimum web thickness.
3. When delivered tothejob site. all unite; shall be sound and free of cracks or other
defect6 that would interfere with the proper placin0 of the units or would si0nrficant.ly
CONCRETE 1 MASONRY REiNFORCING
1. All reinforcil10 steel #5 and smaller shall be A-615 Grade 40.
2. Refer to detailio for reinforcin0 steel size.
3. Provide concrete masonry units \lith bond !>eans at48" oc with #4 horizontal and
#5 vert;ical at 32" o.c. Grout these cells solid. Referto detai;s.
4. See elevations for locations of scored (Wlllamette GrG\Y5tone 852 R) and Spilt
faced block (Wlllamette Graystone 800 Sf).
WCXXJ
1. Alllum~er species shall be as follows unlel:6 noted otherwise:
Joists/Beams/Stril10ern - DF-L #2 or better
6" Nomi nal Beams and Strin0ers -- DF-L #1 or Better
G1u-Laninated BeGI11s -- 24F-V4 DF/DF unlel:>s noted
otherwise:. No Camber
BuckslBlockln0lBrid0il10lMisce:lla neous -- DF-UHem-Fir #3 or Better
Studs -- DF-L Stud Grade
Slll5lsleeperslf1.ate5INailll10 Blocksl
All Wood Embedded In Concre:te - DF-L Prel:>sure- Treated or
Foundation Grade Cedar
2. All joists and beams framin0 into. not !>earil10 on. beams. headers. 0irdern shall bt:
supported with Simps on-type joist or beam han0ern.
3. Plywood orwaferboard shall be as noted in foundation. floorframin0 and roof
fr ani n~ pia ns.
4. All exterior wall stud spacin0 shall be 24" oc (16" oc all locations where lap sidil10 ;.
used) unlel:>s noted otherwise. All Interior wall stud spacin0 shall be 16" oc unlel:6
noted otherwise.
GLAZING
1. All exterior windows. skyli0ht6. 01ass doors shall have insulatin0 ~lazln0.
Unconditioned spaces may have sin01e ~lazin0 unless noted otherwise.
2. If provided. 01azin0 In shower enclosurel:> shall be identified and labeled as safety
01azil10 and shall conform to CABO 308.3 and 308.4. Shower doors shall SI'.1 n0 out.
3. G1azin0 within 24" arc of vertical ed~e of doors in a cl05ed position. 1e1' of floor
andlor within doors shall be identified and labeled as safety 01azin0 and shall conform
to CABO 308.3 and 308.4.
MIOCELLANEOlJS
i. Provide minim un, clearance of 30" width and 24" in front of all water c1ose:te
exceedil10 CABO Fi0ure 307.2.
2. Walls at showers shall be finished to a minimum hei0ht of 72" above drain inlet with
material not adversely affe:cted by moisture per P1umJ;>j110 Code.
3. Smoke detector(s) shall receive primary power from bulldin0 wiril10. have battery
back-up and shall conform to CABO 316,
4. All recessed fixturel:> in exterior or insulated ceilln0s shall be Type Ie unlel:6 noted.
Box in fixtures per Super Good Cents Standards.
5. Maximum step down at exterior doors shall be 71/2" unlel:6 noted otherwise. 000110
swin~in0 over landin0s shall have a maxim um step down of 1".
6. Provide minimum ~4" clearance above to rat10e hood or 30" ciearanceto
combustible construction above if no hood is used at all kitche:n ral10es.
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MINIMUM SETBACKS - INTERIOR LOTS .
All measurements are from Property L1nes
-Front yard to House 10 feet
-Front yard to Garage 18 feet
-Side yard to House or Garage
-Rear yard to House or Garage
5 feet
10 feet
p.U.E MAY CHANGE SETBACKS \~~
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~OPOSEt:>- NE~ HOUSE /
/ FINISH FL.OO" EL.EV. 100.00'"
21 OUTPOO"
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:'?HKd~!:' C",!~Y FOR RESIDENTI!>.t ll~*
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F'U'-HSIA G-AfioPENS
SPfioINGoF'IE!L.P, L.ANE COUNT'!', OF<.EGoON
elTE NOTEe"
· VE~IFY SUFl.VEY NFO~MATION:
I'IMENSIONS . ISE.A,~IN<SoS,
EASEMENTS * I-E,,,AI-
· VE~IFY ~EaUI~E~ SETISACI<S
COMPI- Y Y\l/ AI-I- ':'OtiES,
O~tiINANCES * <So1:iVE~N'<So
A<SoENCIES.
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"7'SVlLLAGIPLAZJ..LOOP SUITI2CO
EUGENE, OREGON '7401
PHONE 541-344-3332
FAX 541-344-1597
H,WLAR?ORSOUTHCAOLCOM
WWW.ARlORSOUTH COM
PROJECT
THE
ASHLAND
&
STUDIO
INDiX
SITE PLAN
JOB NO
DATE
27 AUGUST 2002
DRAWN BY
DARRELL
CHECKl:D BY
DAN
REVISION
MEMBERS,
AMERlCAN INSTITUTE
OF ARCHITECTS
SHEET NO
A~
.
C ARllOR SOUTH ARCHITECTURE, PC
THE ASHlAND. STUDIO