HomeMy WebLinkAboutMiscellaneous Plans 2005-5-4
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DIVISION OIOO-GENERAL ., . '
0101 CODES: All con,'ructlon mothod.. mOle",!.. ond workm,,,.hlp . _
.holl comply with the 200S EDITION OREGON RESIDENTIAL SPECIALTY
CODE. C,n'1",,,tion .holl olSO comply Wllh ,Ii CI~y. County and : --
Federor ccjes. 'Jrdlnanc.as Gild I egulatlofl5 as applicable. ~
0102 PERMI.T8, ,Tbt owner will pr.,ide ond po, ;., 011 permil. and
fee. exce[il ,wJ1ire olher pro,I.lon I. mod. by confract.
0103 UTILITIES: Owner 10 o",IJ.. ,
0104 SUBS",riQ1'1ll8s: Cerlc;r >",ess.., tyP" 01 .qulpmeat or kind.
of mate..I,I.'a,. ,plClfle~ by l?1"nufactu"er'.'rio"e. branl or :
colalog number to ..ta.lI.h . b".I. 01 quahty or de.lrabi'lly
for the purpose Inlended. Exclusion. 01 producle of .qu,,!
quollly or de.lrablllty to those specified I. not intended.
Sub-Contractors 10 .ecure approval 01 substltullon. from owner.
Submit sufficient inlormallon on specific producl or prodUJts
for evoiuoflon. Somples may be required.
OIOS CHECKING: Controctor shall ,erlfy and c,ordlnole 011 dlmen.ions
and condition. on all drowing. and at con.frucflon slfe belore
proceeding. DI"repancl.. are 10 b. brought to the atte'ltlon of
the owner, the designer, and/or the engine.r as approprlo'e, and
fully resolved before conslructlon I. com men oed.
0107 CLEANING OF SURF ACES: All surfoe.. mu.t be ciean and in good
condillon at job compleflon.
OIOB COOPERATION: Contraotor and subcontractors sholl My
cooperate In corrylng out the work. Conlractor to do or be
directly respon.lble for 011 con.lruollon bracing. temporory
shoring, lurrlng and building in, and pro'lding 011 openings.
chaBes. etc.. required by various subcontractor.. Where work of
one subcontractor i. instolled over sur lac.. opplled by oinor
trade.. Ihe commencement of work by Ihe first menflonc.d
subcontractor conslltutes acceptance ollhe surface.. .;.j cannol
be used for an excuse .houid subsequenl fallur.. occur.
DIVISION 0200 - SITE WORK
0201 EARTHWORK:
A. Excovallon. or fill. shall be .0 construetsd or protect'd
thaI they do not endange' life or properly.
B. Remove trash. rubbi.h ond other ob.trucllon. from .If. prior
to .tarllng eorthwork.
C. Do excavallon work for .tructure and olher work .hown on ths
drowlng.. carefully trimmed to IIn.. ond elevollons requlr;d lor
the wark. Permonant cut. and fill. .holl not b. .teeper Iran 2
horlzontol ta I ,ertlcal unies. approved by the building
otticial.
D. Stockpil. ",covoted malerlal fo, boekflll purpose. ot
opproved locations. Only clean. granular material I. acceptcbie
for re-use.
E. Th. building afflclal may require a soil te.t 10 del ermine
the soil'. charocteri.tI...
0202 BACKFILLING:
A. Backfill odJacent to concrets wall. .hail not be placed until
Ih. wall has sufficient .trenglh or ha. been sufficlenfly bcaced
to pre,ent damage by the backfill.
B. Before placing blJckflll. remove all screedll, screed sltl;,.:.'.
other ~o"d. debrls lJr,d material subject to rot, corrosici'l Jr
subterranean termite attack.
C. Backfill material .hall b. cleaa and granular. ploced in
6-inch IIff., and camp acted.
D.. DI.pose of 011 unsuitoble and exces. materiol all ."..
C{Inform to local Ian and ordinances relating to wosfa ~h~oSQl
on property 01 athers.
DIVISION 0300 - r,ONCRETE
0301 GENERAL REQUIREMENTS:
A. Concrete design, components, storage, mixture, placement and
reinforcement .hall confarm to Chapter 4.
S. Pratect all concrete from damage and use .pecial cars on all
exposed concrete to pre,ent .taining or dlscoiaratlon.
C. Damaged concrete .hall b. repaired, or removed and replaced
with new concrete at the dl.creflon of the owner.
D. Form all concrele surfaces, except battom 01 featlnil' and top
of .iab..
E. Featlng. .hall be placed on undl.turbed soil or compacled
1111. All fill materials .holl be free of vegetallan and
foreign material. A soil. In,..tlgatlon reporf and a repart 01
sotl.factory placement offill .hcll b. .ubmltted to the
building olflciai describing fill. greate, Ihan 4' thick which
will be used to suppart the foundation. of any building or
.trueture. Excepl where approved, till deplh. undsr slo.. ,hall
not exceed 24' for clean sand or gravel and S' for earth.
G. Remave all lareign matter and wet down soli be fare placement
01 concrete.
0302 FORMWORK:
A. Form. .hall be sub.tantlal, sufficiently tight and prop.rly
braced to prevenl leakag. and maintain position and .hape.
B. Form. and .horing .hall nol b. removed until the .tructure
h.. sufficient .trength to supparl safely It. weight and all
lead. placed Ihereon.
0303 REINFORCEMENT:
A. Use oniy new, clean .tock, lree fram rust, scai., greac. end
other ceatlng.. Refer to ACI 3IB-77.
B. Relnforcemenf .hall canform to ASTM A-6IS, A-706 ar A-996.
C. Reinfarcement siz.. and locaflon. .hail b. a. .hown on plan.
or .. noted beiow:
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SFl..J~E LAP LEllGTft .
Bar Slz. Ccn::r<!~&. Masonry
I 3 1'-6' g'-o'
. '10. 2'-0' 2'-6'
rS . : 21-61 31.0.
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C~~~RETE COVER. .
3 Cancret. i\.;",Jt~d agaln.t earth
2' Farmed ~..,;fele ogain.t earth
_ 5/~' .To top ~l !Ieb. en grade
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030~. Ct.ST-IN-PLIitt CONCRETE:
: A. ~9s'ement wall. and loundation. not exposed ta weather and
basement .Iab. and Interior .Iab. on grade. except garage floor
slab.. .hall b. 2500 pei comprsssl,s .trength concrete at 2B
day..
B. Porch.., carpart .Iab. ond .tep. exposed to the weather,
basement wall., foundation wail., exterior wall., and athe,
,ertlcal concrete wark exposed to the weather and garage floor
.Iab. .hall be 3000 p.1 compres.ive .trength concrete at 2B
day..
C. 30DO p.1 concrete and other concret. which may be subJecl to
freezing and thawing Idurlng con.lruction .hall be air
entrained. Total air content (percent by voiume of concrete)
.holl be not Ie.. than tlve pe' cent or more Ihan se,en per
cen!.
D. Th. minimum cement conlent of concrete mixtures for exterlar
porch.., carport .Iab. ond .fep. that will be exposed to
freezing and thawing Un Ihe presence of d.lclng chemical. .hall
b. a. .peclfled in ACI 31B.
E. Th. top surface of all featlng. .hall b. I"el. The bottom
surface 01 footing. moy have a .Iop. not exceeding Iln 10.
Footings .hall b. .tepped where it I. nece..ary to chang. the
el"atlon of the fop surface 01 the footing. or where the .Iope
of the bottam surfacs of the feating will exceed I in 10.
F. Flnl.hing (,ertical surfaces): Carrect all aggregate pockete
and othe, defect.. Grind off fin. and praJectlon. and remove
.taln..
0305 EMBEDMENTS:
B. Post base. .hall be located accurately.. .hawn on plan..
DIVISION OSOO - METAL
0501 BOL TSI ASTM A-3107 He.,y hex-heod with hea,y hex riuf. ond
hardened flat w..her~ unlees noted olherwise.
OS03 MISCELLANEOUS SHEET METAL: Gal,anized 26 gauge .Ieel. Exterior
apenlng. exposed to t'h. weother .hall be flashed waterprao!.
OS04 Fastener.. excepf ,on.-hait-inch diameter or large, .teel bolt.,
used lor pressure preurvotlve ar fire retardant-treated read
.hall b. hoHlpped gCllvonized .teel, .tainles. .teel, .lIIcon
bronze or copper.
DIVISION 0600 - CARPENTRY
0601 GENERAL:
A. All .truetural dlmen.ion lumber shall b. graded and marked as
noted In Seeflon R502 and RB02.
B. Approved end-Jointed lumber may b. u..d Interchangeably with
solid-sawn members 01 the same spe!':'e. and grade.
C. All .tructurallumbe, .Izes have been designed using WWPA
grodlng rule.. If the.e members boor the .tamp of a different
grading .gency. adJust mente to .Ize. moy need to be made.
0602 POSTS: Posts and calumn. .hall be Douglas tlr ILarch. Grade
Select Structurol F.O.lH.C. Post. .hall b. pressure treated It
so noted on plan..
0603 BEAMS. HEADERS /lIND STRINGERS: All members 2' to 4' thick and S'
ar mare wid. .hall be Dougla. fir/Larch. Beame and stringers
Cia.., Grad. #1. All S' thick members .hall b. Dougla.
fir/Larch. Beam. and Stringers Cia.., Grode Seleet Structural.
All door and window headers .hall be 4x6 minimum unies. noted
atherwi.e. Glued-laminated timber. .hall be 24F-V4, Df/ grad.
at simpl. 'pon. and 24F-V8. 01/ grode at cantile",. or multiple
support. unies. no fed othsrwl...
060S JOISTS: Floor and ,ceiling Jol.t. .hall be Dougl.. fir/Larch,
Grad. #2. All rim jaiBlts and end Jol.t. .hall b. caulked In
place during framing. Doubi. all .nd Jol.t. and all Joi.t.
under parallel bearing Ipar1llIan.. Lop Jol.l. 6' minimum at
interior bearing supparls where posslbl., otherwise pro,lde
1-1/2' minimum bearing on wood or metal support. and 3' on
mosonry or use appr..ed Joist hange" Fioor opening. .hall be
framed.. noted In Ss'ction RS02.10.
0611 NAILING: All nolllng .~oll b. as noled in Tabl.. R602.3(1) and
R602.3(2). Metal conmeet", shall bs in. tolled with all nan.,
bolt. or other fastens". as required by manufacturer.
0613 METAL CONNECTORiS: Simpson .trang tl., or approved equal.
0615 NOTCHING: Notchingl, cutting and drilling of .tud., pl.tes.
Joist. or rafters .hall conform to Sections R502.B, R602.6,
and RB02.7. Hole. arll allowed fhru engineered JoI.t. and
rafts" If they compiy with manufacturer'. In.truetions.
0617 FINISH CARPENTRY:
A. Stoirway. .hall b. oon.lrucfed .. .hown on plan. and as noted
in Seeflan R31l.S.
B. Handroll. and guardrrall. .hall be constructed as .hown on
plan. and.. noted in Sections R311.S.6 and R312.
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DATE RECEIVED 5 A '~8 No. ~ '5 .S2.S
ZONE QCCUPANCY GROUP
UN!ifS) OCCUPANCY LOAD
STORIES _ TVPE: CO~TRUCTION
LEGAL DESCRIPTiON \ l{J :')'/;.0\ \CJ"\Cl.)
A-.R!lliE~~~r~'h
OWNE,R ~._A.I 'l. ~
THE CCNTENTS HERE ON HAVE SEEN REVIEWED. W~TH
ALTERA:TIONS IND!C,"'Tr:,r.~ ON COLORED PENCIL. CHANGES
OR ALTE.RATIONS MADE TO THE APPROVED DRAWINGS OR
PROJECT Ai-i-E:R -(HF- DI\1"'E BELew SHALL BE APPROVED BY
THE BU1UJ.;r.,JG OFFICiAL.
CITY~!.,S:;:INGFiELDi1oREGONI I
"=TJ---A fl".I..Jl... =,. .'5117/05
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Date 5-3-05
Scale NOTED
PLOT Scale 1=120
Drawn DMc
Job 37018
Sheet
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