HomeMy WebLinkAboutPermit Building 2005-5-25
MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property Lines
-Fro~t yard to House 10 feet
~front yard to Garage 1B feet
-Side yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
p.U.E MAY CHANGE SETBACKS
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~TREETTREESARE
ARE REQUIRED. Please
refer to attached Development
Code Section regarding the
placement and types of
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, GENERAL NOTE!!
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-1. Drawings are Intendeli to represent desired construction results. It is the responsibility of U,e 'c~actor to :
maintain structural integrity of the building during construction.
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It is the re~ponsibility of the contractor to obtain required permit. from the regulatory jurisdiction(sl III ,to the,
start of construction.. The contractor shall assunie full responsibility for all changes required by the--tdiction
should he/she not follow this procedure. ' ,'..
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Contractor shall verify all dimensions Drior to startina' construction" and bring any and all discrepans to the
attention of the designer prior to proceeding With work in the affected aiea, This includes verifyiltlie roof
pitc~es. All drawings scaled at Y.IJ = 1'.0" unless noted otherwise., ' . ::"
Substitutions by the contractor f~r 'specified materials shall be submitted to the designer and apprM prior to '
commencing work at the affected area. Materials speCified as "(or eq.) on pl,ms may be substituted VIIa"t prior,
'approval 01 the designer provided contractor retains product specifications showing equality or superlfy to the
speCified material. . - .' . ." . . . ~ .
lridicated dimensions are required measurements. The indicated measurement. are from uncovered Sl.ar plate
to uncovered stud or plate at the indicated side unless specified otherwise. No scale measuiell1't,; ,from
blueprints or copieS shall be considered valid. ' ;1, \;
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Coniractor is 'responsible for the coordination of all trades Involved in this co~struction project, and ,~~iuring
requ,ired inspections are requested and perfonned in a timely manner. " ·
All construction shall comply with the c'urient edition of the Oregon Dwelling Specialty Code (also iimd to as
the ODSe).' '".', ,'I' "
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All connectors speCified shall be Simpson Strong-tie brand, If available. These connectors may be suli!uip1l for
with another brand if noted on plans, but shall not be substituted for if an "or eq." note is not incled lor any
specific situation. ' ' -
Any changes to the final draft 'of plans submitted to the custom~r after acceptance 01 the plans by ;Icu~tomer
shall be considered new plans. ':,.'
10. ,AI\ wood assumed to be OF #2 or better, unless noted otherwise.
. 2.
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9.
11. All window, apd door headers shall be (2)2"xS" unless speCified ~therwise. See the multl,member hear detail. -
12.Smokl! detectors shall be installed in accordance with the oose. In new construction, the new detect> ,hall be'
interconnected and hard-wired, and there shall be a detector in each sleeping room, outside each slping alea, '
and one on each additional story of the dwelling. '
13.AH exterior wails ..,here no openings 'occur are to be considered ' 'prescriptive path brace panels. Inels that
, require special nailing (that is, thcy arealternate brace panels) are noted and specified on plans. ' ': ":':
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Right Elevation' ,
Sealc: 1/4" = 1'- 0"
FOUNDATION NOTES
1. All' footings shall bear on undisturbed soli 'void of any orgimlc material on a maximum of 4'" "~" I
com~acted. ~ 95%, or on engineered fill per ,Joils <;nglneer's geotechnical ;eport. Compacted materi~~ S:I
consist of V, crushed rock or 9ranular mater,: fC?otIRgs shall be slepped as required to meintaln the 'd "
minimum depth (or more) below finished grad,' ',':' reqUire
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2. Maximum compacted fill suPportin9 any co'ete woill (Including f1atwork)llhall be.." ~niess de I d 'd'
Insp~ct~d by, an Clregon archltec~ ~r enginee,lllcompaction shall be to a minimum 95%.' . s gne an
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3. _ 'All concrete shali have a minimum compreve strenglh of 3000 psi unless required 'to be h' h 't th ',-
design.. Concrete shall be air entrained, minll1l 5%, maximum 7'1.. ' - Ig, er s reng by
4. Concrele slabS shall have control joints at ni",'urn 25"inte";"~lsii'i ,~ny cilreciio~~. ' , ,
5. Unles,~ specifi~d o!!,erwise, all reinforcing II shall. M A-615 grade 40. WWM shall bit 6" ~ 6:', 1~-10, A-615.
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6.. All wood in contact.wlth concrete shall be ,sure-treated. interior'POlll$ shall be sep~r.;ted fron: c 't b '
wilh minimum 551 roll roofing., All interi~sts greater, than ..' In height shall be mechanically fa~~re ~ t a~~s
pier and beam. Nalls or screws driven Int,es.ure-treated wood shall be stainless steel If C60 or g' ~e t 0 de
I. wood is used. " '" rea er reate
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. EnerQ~ Conservation'
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5.
Flaf ceiling, habitable spac~...:..............R'3a " ,', "
Sloped ceiling, habitable space.............R.JO (max. 50% floor area)
Exterior walls, habitable space.............,R,21 " .
Windows, habitable space...................,U= 0.411 ,
Interi,or floors' exposed to unheated s~ ' '
hebitable space....:................ ..,.... ," .R.25
(1) exterior door, habitable space....,...:..U= 0,54
All other exterior doors; habitable spa,":U= 0.20
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Brace Wall ConstTuclio'1
EBP: Ex~rior brace"';'lI panels: mi~.nOl" C~X~lywood subsiding (oreq), 8d n~i1s @~? oc ~ges '12"" fi Ids
MlI1lmum length of an exlBrlor bra,,1l IS .., AlI,edgea blocked, " ..' oc 18, .
ABP: ,Alternative b";'ce wall panels: mrr?' Yz" COX plywood suhsiding (or eq), Sd
,nails @4" be edges, 12" oc flllldlnlmum length of an al~matlv. brace wall is
2',S" .,Install (1) Slmpeon PH01eown with Simpson S5T816 anchors at each
end of each panel. All edges,bl~' , " ,- , '
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IBP: interior braGe pimeJs: min. y," gy' bolli'd 'each side of Wall ;or MI height' of
wall. Install with nails or ecre;;ad per Table ~02.3.5, but at a max. spacing of
7" 00. ~Iocking at the ceiling a,or shall be installed per Chapt.;r 5, OOSC. All
edges blocked. ' , '
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MINIMUM SETBACKS
All me~~urements
-Front yard to H
-Front yard t couse 10 feet
-Side yard toO H arage IB feet
-Rear yard to House or Garage
ouse or Garage
P.U,E MAY CHANGE SETBACKS
INTERIOR LOTS
are from Property
Lines
NOTlG~:
WitS p.~RJfTSl--lALL EX~IJ~E IF THE WDRM
AWTHO~tlfO U~D'ER THIS PERMIT IS NOT
C&.~MENCEIJ tlR IS M1ANOOrb fOR '
A,n l80 !.lAY P~JOIl
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LSTREET TREES ARE
ARE REQUIRED. Please
refer to attached Development
Code Section regarding the
placement and types of
allowable street trees.
Rear Elev,l':ioll
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STORIES I
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THE CONTENTS HERE ON Hili E' ' - ,
ALTERA,IONS INDICATEDbN C~LO~~~Np~~~:EWED. VllT.H
OR ALTERATIONS MADE TO TH ' L, CHANGES
PRDJECT APTEr, THE DATE BEL6~~~'1'(,tEfE 9.RAWINGS OR
THE BUILDING OFFICIAL ' PPROVED BY
. CiTY OF SPRI\l~F,IELD, OREGON ' L
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Cori.tractor: Dennis Minium Lo't ,'a B" E f-pJl0 E, c.~....)-
Proiect Location: S~ 9 E T Ii PI},.) cT: SDrine.field~ OR. 97478
,I SCALE: 'noted 1378 Sq. Ft. SFD
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Seide: 114" = }'- 9"
fAGE SCHEOULJ;
DRAWN BY: JMP
DATE:' 08-27,.04 ," REVISED:
General Notes, Energy, Conservation; Elevations
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Page
Page
Page.
l' Elevations. Moln. Energ, cooservation'
2: Floor Plan, RoQf Fnunlrig Plan '
3: Foundation wlFloor Framing, Details Section.
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I Porli<oJD Desi&n
6~5 Wilson: Eugene, OR 97402
(S41) 870-5521
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