HomeMy WebLinkAboutBuilding Application 2004-9-8
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GENERAL NOTE~
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"1* . Drawings are Intended to reprcse~t desired 'construction resultS. It is the responsibility of the t?ontractor to
maintain structural integrity of the building during construction.
'2. It is the responsibility of the contractor to obtain required perin its from the regulatill)' jurisdiction{s) prior to the .
start of construction; The contractor shall assume full responsibility for all changes required by thej-Jrisdiction
should he/she not follow this procedure. .. .
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3. r:nntrador ~hali verify all' dimensions orior to startino'"construction, and bring "any and all d"iscrepandes to' the
attention' of the designer prior to proceeding with work in the affected area. This includes .verifyi'>g the roof
pitches. All drawings scaled at %" = 11~O" unless noted otherw~se.' .
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4. Substitutions by the contractor for specified materials shall be submitted to the designer and approved prior to
commencing work at the affected area. Materials specified as "(or eq.) on pl'\DS may be substituled without prior
. approval of the designer provided contractor retains product specifications showing equalitjor superiority to the.
specified material. '.. .. . . . . .. .. .. . .. . . ..,
5. Indicated dimensions are required measurements. The indicated measu;ements are from uncovered s!~d or plate..
to uncovered. stud or plate at the indicated side unless specified otherwise. No scale measurements lrom
blueprints or copies shall be considered valid. .
6. Coniractor is respons.ible for the coordination of all trad~s involved in this co~struction project, and for assuring
required inspections are requested and performed in a timely manner. ..
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7. All construction shall comply with the current editiOn of the Oregon Dwelling Specialty Cod.e' (also referr~d to as
the ODS C). . '. .
8. All connectors specified shall be Simpson Strong.tie brand, il available. These connectors may be suostituted for
with another hrand if noted on plans, but shall not be substituted for if an "or eq." note is not included for any .
specific situation. '. . .
9. Any changes to the final draft .of plans submitted. to the custome~ after acceptance of the plans by the ~ustomer
shall be considered new plans. . ..
10. All wood assumed to be DF #2 or better, unless noled. otherwise. .
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11. All window ard doo; headers shall be (2) 2"x8" unless specifi~d othe~ise. See thernulti-member header detail. .
12.Smoke detectors shall be installed in accordance with the ODSC. In new construction, the new deteclurs shall t>e.
interconnected and hard-wired, and there shall be a detector in each sleeping room, outside each sleeping area, .
and one on each additional story of the dwelling.. .
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13.AII exterior walls where no openings occur are to be ~onsidered . prescriptive path brace panels. Panels that
require special nailing (that is. they are alternate brace panels) are noted and specified on plans.
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Right Elevation. .
Scale: 1/4" = I'. 0"
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FOUNDATION NOTES
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1. All' footings shall bear .on undisturbed soil devoid of any. or9anl~ material, ona maximum. of 4'" m~tei;al .
compacted to 95%, or onengineered fill per a soils. engineer's geotechnical report. C'onipacted materi.; shall
consist of '(." .crushed rock or granular materiat . Footings shall be stepped' as required to mainlain. the required -
minimum depth (or more) below finished grade.'. .. ... .. . ... .':'. ...... .. .'
. 2. Maximum compacted .fill supporting any concrete worit (including flalwork) shall be 4", ur;less delligned and.
inspected by an Oregon architect or. engineer: AII.compaction shall be to a minimum 95%.. . .
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3. . All concrete shall have. a minimum compressive strength' of 3000 psi unless required to be higher strength by
desIg.n.. Concrete shall be air entrained, minimurTl 5%, maximum 7%. . .. .. .... ... . .
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. 4. Coricret~ slabs~hall have control join18 af maximum 25'intervals in any direCti~n. .
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5. . Unless specifiedotherWise, all reinforcing st~el shall ba A.615 grade 40. WWM ~hall ba6" x 6", 10~10 A-615.
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6. All wood in contact.wlth concrete shall be pressure-treated. Ihteriorp<>sls shall be separated from concr;te .bases '
. w.ith minimum 55# roll roofing. All interior posts greater. than 4' in height shall be mechanicaily lash,"ed to the.
. pIer and beam: Nails or screws drIven into preasure.treated wood shall ba stainless steal If C60 or greater treated
wood is used.' . . '. . . .' . . .
Enerav Conservalio'1 .
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Flat ceiling: habitabl~ spac~...,...............:....R-38 .
Sloped ceiling, habitablespace...;.......;.:.....R-30 (max, 50'.4 floor area) ,
Exterior walls, habitable space..............:.....R-21 ..
Windows, habitable apace.............:......:..:..U= 0.40. .
Interior f100ra exposed to unheated space,: .
. habitable space....:........:;.........,.:....:.......R-25
(1) exterior door, habitabh, space.................U= 0.54 .
All other exterior doora, habitable space.......U= 0.20
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Brace Wall Construction
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ESP: Exlerior b";'cewall panels: ';;in.,,;"". 11." CDXplywood subsiding (or eq),8dn~ils @ 6"oC edges, 12;' 00 fields.
Minimum length of an ex1&rior brace wall is 4'. All edgeS blocked. . . . '. . ... .
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ABP: Alternative brace wall Panels: min. nom. 11." CDX plywood subsiding (or eq), 8d .
nails @4" Dc edges, 12" oc fl6lds. Minimum length of an altamative brace wan is .
. 2'-8".. Install (1) Simpson PH016 hoIdowri with Simpson 55T816 anchors at each.
end of each panel. All edgea blocked. : . .
. IBP: Interior braGe .pane!s: min. '/," gypsum board.each side of Wan for full height of
wall. .Inslall willi nails or Ilcrewa sind per Table 702.3.5, but at a max. spacing of
. 7" DC., !'llocking at the ceiling and floor shall ba inSlalled per Chapt&r 6,OOSC. All
edges blocked. ......... ... .' . . :. . . .. '.: . ..
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MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property Lines
-Front yard to House 10 feet
-Front yard to Garage 18 feet
.-Side yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
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P.U;E. HAY CHANGE SETBACKS
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'2..r STREET TREES ARE
ARE REQUIRED. Please
refer to attacheq Development
Code Section regarding the
placement and types of
allowable street trees.
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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Q.& RECEIVED Cf,/i!/ci/JOB i"o.c4 0 1170 '.
ZONE '. OCCUPANCY G.ROUP IL- z..
UNIT(S) OCCUPANCY LOAD .
STORiES 1 Ty'PE CONSTRUCTION v-A!
!cECAL DESCRIPTION I 7<)"7 "11 t z. 01 ~T1 .
ADDRESS Pln"'-~ S~
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Rear Eleyation
Scale: 1/4"= }'. 0"
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THE CON7ENYS HERE ON HAVE BEEN'REVIEWED, WITH
ALTERP:TION5 INDiCATED oN COLORED PENCIL.. CHANGES
OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR
PROJECT AFTER .T1-fE DATE ~ELOW SHALL BE APP~OYED BY
THE BUILDING OfFICiAL. .
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. CITY OF SPRINGFIELD, OREGO~
APPROVEO BY ~~C;'. . . .... DATE ~ ?~~
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.. eA~E SCH~9uLI;
. Page ,. EIevatioOs, No\ell, Energy Cooservation .
. . . Page 2: Floor Plan, RoOf Framing Pllin' ..
. Page, 3: Foundation wlI'loor Framing, Details, Sections
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Contractor: Dennis Minium ... . .
Protect Location: Sorinefidd. OR. 97478 .
....1 SCALE: noted 1378 Sq, Ft. SFD DRAWN BY: JMRI. .
. '1... DATE:. .08-27,.04 REVISED: I
General Notes, Energy Conservation, Elevations.
I Portie030 Desi&n . .... . .
. 685 Wilson. Eugene, OR 97402 (541)870.$521
DRAWING:
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