HomeMy WebLinkAboutMiscellaneous Plans 2002-9-30
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B ,j I 1 DIN G
SPECIFICATIONS
DI\/ISION OIOO-GOJERAL
0101 CODES All consfructlon methods matrmalg; and 'tIorklT;an~hlp
,had comply w,th ST AlE OF OREGON 2000 EOITION OhE MID TWO
FA'1IL Y DWELLi% SPECIAL TY CODE comprISed of the 1998 Edl'lOn 01
Ice International Ore and Tlvo FOrll'Y O...elllrg Code 'IIlth Oregon
A",endrrenl, doted April I 2000
::>102 PERMITS The olr'ner ...ill provide old poy for all permits (.Fl~
feeos except ....he e ether PCil..ton IS mads by contract
0103 UTiliTIES Olr'ner to prOvide
0104 SUBS11TUTIONS CertOln proces,e, type, ,f eqClpmert or klOd,
of matelluls are speed ad ~)' manufacturerls nOTe brand or
catalog nUrT'oer to estubll"h a 0031$ of qual 11 or d~SII ublllty
for lhe purpo/'e Intended Exclusions of products of equal
qualdy or dealrablldt to those specified IS not Intended
SUb-Cofllractors to secure apprcval of SUb$tltutlons from cwnor
Submit suffiCient Irformotlon on speclfrc product or products
for evaluation Samples may be required
0105 CHECKING Cvl'1troctor shall verify and coordinate all QlmenSlorlS
ord conditions on all drolllngs and c.lt construction site before
proceeding Dlscrepal'1cl&s ore to be brought to the attertlon of
n,e o"rer the deSigner and/or the englreer os appropriate and
fully resolved be,fore constructIOn IS commenced
0107 CLEA'IING OF SURF ACES All 'urfoce, mu,t be clean ord In good
condition at job completion
0108 COOPERA110N Contractor and 'ubcontractors ,hall fully
cooperate In carrYing out the work Contractor to do or be
directly responslLle for all construction braCing temporary
shoring furring and buildlrg In and prOViding all openings
chases elc reqUired by va'loua swbcontractors Wrere "ark of
one subcontractor IS Irstalled over surfaces applied by ol~er
f odes the comlT'l:lrcerrent of \lr'ork by the first merdlOned
subcor tractor constltl..tes acceptance of the sur faces and cannot
be used for an excuse should subsequerd failures occur
QjV,SIOf{ <gOO - SITE WORK
0201 EARTHWORK
A Excavations or fills shall be so cor;.tructed or protected
Ihat Hey do not endangor life or property
B Remove trash rubbl$h and vlr-er ob;..t'uctlors from site p'lor
to starting eartr\lr'ork
C Do excavation work for structure ard otrer IVo'k shoft'n on tre
draW'lngs carefully trimmed to Ilr,es and ele ,allOns reqUired for
fhe work Permarlerlt cuts and fills shall rof be ~teeper than 2
hO'lzontal fo I vertical unless approved by the bUilding
offiCial
D Stoc.kpile excovc.ted material for backfill purposes at
apprcved locations Only clean granular material IS acceptable
for re-use
E Tr,e bUilding offiCial may require a SOil test to determine
the sOII's craracterlstlcs
F Lot ;.hall be prOVided wllh adequ.Jle drainage and shall be
~raded so as fo drain surfaca water o1iay from foundation \lr'alls
Said grade ~rall fall a minimum c.f SIX Inches wlthlli Ihe first
ten feet exCElpt os re~trlcted by lut Ilres where dralrs shall
be prOVided
G A foundation perll'lettlr drain sholl be Installed '/o'hch will
drain roof discharge to 0 pOint at least five feet from the
foundJhon \lr'alls or to an approved system
0202 BACKFILliNG
A BacUill adjacent to concrete walls l>hall net be place:::! until
the \lr'all has suffiCient stren;jth or has been ~ulfrclor,tly braced
to pre~ent damar;e by the backfill
B Be10re plaCing backfill remove all screeds screed st",k&s
other "ood debns and material subject to ret C0rrOSlon or
sub terror eon termite attack
C BacU111 matenal shall be c.lean ard granular placed In
6-lnch lifts and compacted
o Dispose of all l.rSUllable and excess IT1cJte'lal off site
Conform to local la...s and ordinances relating to .va;.!e Ulsposal
on property of others
DIVISION 0300 - CONCRETE
0301 GENERAL f'EQUIREMENTS
A Concrete deSign components ~toraGe Tlldure ploceTler I ond
relnfo'cement shall conform to Chapter 4
B Protect oil ,oncrete from damage ond use speclJI care 01 all
exposed concrete to pre\ erd staining or discoloration
C Damaged concrete shall be repl.lred or removed aid replaced
with nelf' concrete at the discretion of the ct'rer
D Form all conere-te sl.lrfcces except bottom of foolings and top
ot slabs
E Footings sholl be placed on undisturbed soil or compacted
fill All fill maferlals shall be fr(.e vf vElgelaflon and
10relgl"l material A Salls Investlgctlon eport and a report of
sa+lsfoctory placemerlt of flU (>1'1011 be sL.bmJtted to tl'e
bUlldlr,g o~tlclal descrlblflg fills greater tron -+" tl'll-k ",heh
will be used to support the foundotlons of ary bUllJlng or
slruch..re Except where approv~d fill deptrs under Slabs hhull
not excoed 2.4~ for clean sand or gravel and a" lor earth
F Sfeppej 4cohngs a'e reqUIred .".here the ground surface ;.Iopes
more hJn ora fO<lt In tr:,n feet
G ~eMove 011 foreign r'lO,tter and \lr'e.t do"n SOil bdore placer"1er I
of concrete
H Isolation Joints sholl be proilded between Coli slobs and
foundation walls, u31rg (2) thlcllnesses of 301 bUllderls felt or
3/8' "phalt Impregnated ,feetlng
0302 FORMWORK
A ForrT's shall be substar,flal, sufflClenlly tl<jt.t and properly
braced to preverd leokage ard maintain posItion and hhape
B Forms and shoring shall not be removed until the structure
has suffiCient strength to suppor t ~01ely Its weight and all
loads placed thereon
0303 REWFORCEMENT
A Use only ne.. clean stock free from ru~t scale grease and
other coating' Rder to ACI 318-77
B Reinforcement sholl corlform to ASl M A-GIS With deformations
to ASTM A-305 Grade 40
C Reinforcement sizes and locallons sholl be as sholin Of'l plan
or as noted bulo\lr'
SPliCE LAP LENGTH
Bar Size Concrete
11 3 II 6"
~ 4 2'-0"
~ 5 2' 6"
Masonry
21-0"
21 6 I
3 -0'1
CONCRETE COVER
3" Concrete depOSited agol0st eOI th
2" Formed concrete agolnst earth
3/4" To t,p of ,lob on grade
D A grounding electrode system sholl be InE>talled os noted 1"\
Section 4034 and 4108 and must be coordln::ted tilth
electrical contractor
0304 CAST-IN PLACE CQ\<CRETE
A Basemert walls and foundations not exposed to weather arc
basement slabs and Interior slobs on grade except garage floor
slabs shall be ,500 pSI compreSSll'e strer-gth concrde at 28
days
B Porches carport sloes 011d (,teps e-<posed to the ",eether
baserrert walls foundation walls e);.terlor'tlalls and other
~ artlcal conc.rete ,""ork exposed to the .ieat~er and garage floor
slabs shall be 3000 pSI compress 'Ie strength concrete at 28
days
C 3000 pSI cOr'lcrete aid other cONrete whl~h may be subject to
freeZing ard trofllrg during corstructlon shall be air
entrolied Total air content (percert by volu,lie of concrete)
shall be not less th(Jn five per cent or more thai seven per
cent
D The minimUm cemerlt content of concrete mldures for ex.terlOr
porches carport slabs and steps thet 'ltld be exposed to
freezing and thaVr'lrg In the presence of d81CI('9 cremlcals ~~ ell
be as )peclfled In ACI 318
E The top surfClce of 011 loolings shall be level The bcttom
SUI face of 100 lings mey hOl'e a slope not exceedlrg I In 10
Footings shall be 6tepped where It IS recessary to change the
olevatlon of the top surface of the footings 0 ....here Ihe slope
of tre bottom surface of the footing 'tI111 e:tceed lln 10
F Finishing (vertical surfaces) Correct all aggregcte pock~ts
and other defects Grind off fins ond proJectl:jrts ard remove
stallls Ederlor surfaces c:f foundollon '/o'olls unclOSing II ling
space or storaQe below finished grade shall be d::lmpprocfed uSing
IIThoroseal Foundedlon Coafing" or equal
G Finishing (slabs) Surface fWlshes shall be on plans Areas
noted IIBrush rlrllshll shall he.e 1/8~ high ottenuatlons 'lidh
pattern and st/le as approved by the o\lr'ner
0305 EM9EDMENTS
A Anchor bolts Q!tachlng mud Sills fo concrete fourdatlons
sholl be one-half Inch diameter spaced at Sl);. fed meXlllium on
center and extend at least sellen Irches Into the concrete
There must be an alichor bolt "'I thin twelve Inches of each corner
and each piece of 8111 shull have 01 lead two bOlts
B Post boses hold-doW'ns verds door openings and condL.ds
srall be locc.ted Clccurately as shown on plans
DIV,SIQN 0600 - CARPENTRY
0601 GENERAL
A All structural dlmerslon lumber shall be graded and mad,ed as
noted In SectIOn 502 I 50211 6021 and 8021
8 Approved end- JOlrlted lumber may be used Inte'c.hangeQbly 'ltlth
solld~ sa\lr'n members of Ihe same SpHles and grade
CAll structural lumber sIZes have been deSigned uSing WWPA
grading rules If these members bear the stalTlp of J different
grading agency, adjustments to sizes may need to be mode
06D2 POSTS Po.t, and column, ,hall be Douglas llr/Larch Grade
Select Structural FOri C Po~ts shall be ~ressure treeJted If
so noted on plans
0603 BEAMS HEADERS AND STRINGERS All members 2" 10 4" IhlCk
or more 'filde shall be Douglas fir/Larch Beams and Stringers
Class Grade #1 All 6" thick members sholl be Douglas
and 5"
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fir/La i.-n BeaT'S ana Strlf1gerS Class Groj~ Select Struduri.ll
All door and W'lrdow ht'adars sh",JI be 4x6 r'1lnlrlUm unless r,oted
other/ll~e Glued'lamlnc.ted tln'bers ~hall te 24F-V4 Df/ grade
unless noted otrer'l. rse
0604 STUDS Studs ;.hall be Douglos flr/Larer Grade 12 at CJII load
bea'lng ..ailS 4Ilth size and spacing as sho....n 0"1 plar,s 0tlllty
grade lurrbfo:r may be used for rcn bearlrg ~ tuds and bearing studs
not sllpportlng floors If spaced per TuLle E ')2 3{5) Cllpples
uraer heodurs srall be c.or fllUOI.iS to $016 ~I:;te Top t>lotes In
load bealltg Walls l>hull be double a With jOJrfs offset 46"
rT'1I\11lUm olock all ~tlld l,Iulls ",rere re~lmd fur s~,eathl'l~
Align looj boorlng ~ tuds as nded In SE:..ctl;,l' 602:3 4 Irterlor
nonbeallng partltlots moy be copped 'lith 0 ...Ingle tC'Jp plc-te
Foundall-Jn crlpplt;l 'Null(, l>hull be con...tl ucted as. n0tvd In
Section 6029 and 60291 All wood IT'lHltO s In cor tact ....Ith
conc'ede shall be pre:.S$Jre t'eoted
0605 JOISTS Floor and COiling JOists !.hall be Oouglos flr/Lorc.h
Grade 112 All rlill JOI~ts arld end j01StS srcil be caulkej In
place during frarllng Double all erd jOlds cnd all jOl:.ts
under pa-allt..1 bearing partillons Lap jOlsh 6" mlnln'lJrn c.l
Irterlor bearing supports W'here possllile ott'or\lr'lse prO/Ide
11/2"Tlrllmum bearlrg Oi 1I'00d or rretc.l slppurts ord 3" 0'1
masonry or J5e apprevlild JOist hangers F-Ic: d openings shall be
framed as noted In Section 5028
0606 RAFTERS Ralters ,hall be Dou,las tlC/,.",ch Grade ,j2 With SIZe
and spacing as sho'f.'n on plans All rafters shaH be notched to
pro {Ide full bearing at suppor ts
0607 1 RUSSES Manl.<fac:tl rlor of \lr'ood flcor or roef trusses (,hall
slipply copies of truss d~talls a"ld deSign cel, ulatlons to the
blJddlng offiCial and owner T'usses shall bf Installed '/o'llr
011 fastijners rangers and braCing os requlr.d by the
manufocturer Truss rnembers sh..:.11 nCit ce drilled cd notd ed
or altered Ir any manner u"lless so deslgr,ed
*;.* I'WTE of",,,,
BUILDER IS STRONGL Y CAUTIOflED TO
VERIFY ALL TRUSS Dlf,lt:NSIOf,S I'IC' UWIG
EXACT SLOPE REQUIRED HEEL -IEIGHT
O\'ERHAcIG CO'IDITION AND SPECIAL lOADlflG
TRUSS DIMEhSIONS SHONN IN THESE PLANS
ARE IUTnlDED TO BE APPROXIMAT~ ONL Y
0608 SHEA TrMJG Roof ard liail ...r,eathlng src I be 7/16" Orle'1tea
Strond Board (OSB) or 1/211 COX Plywood'/, Ith face grain
perpendicular to suppel ts and ;.L.Jggered JOI11Is Floor she..trilig
shall be as shown on plars All structural s~eat~dng shall be
graded and marked as noted Iii SectIOn 50321 50331 611 or
612 If required dlarJhragms and srear ....olls srull be
constcuded as required by the engl1eer or ..! shown on plans
0609 StrE;lSSed bkln parsls ~holl be shipped sto ed handled and
Installed per tre manufacturer's Irstructlors
0610 SOLE PLA1ES Sela plates In contact "If' conc.rete shall be
pressure treGted douglGS fir/Larch
0611 NAiliNG All nailing scali be " noted 10 To"''' 6023(1) oed
6023(2) Metal connectors sreJll be Installed with all nails
bOlts or other fasteners os required by rnanJfadu'er
0612 BRACING Wall and cripple ....011 L'oclng l>hcll be pro Ided as per
Sedlen 6029 and 60210 an; Tuole 60210
0613 METt.L CO~mECTO~S Simpson strorg tie or approved equul
0614 BLOCKING Full de~th $olld Llochlng of utility grade IUT1btr 1$
required at I.lIJ bearing "'i.llls o~d at the beO'1 g pOlrlts of all
JOistS end rafters CrGss br'ug'rlg bet~ieon ,d4 ar,d lurger
ralters and 2xI2 and largt;ir JOists IS re~i..JIred al 101-0" 0 C
rna,(lrrum Braclrg bt:tween roof or floor !'u~ses (.hall be
l"Idalled as roqulred bl Manufacturer
0615 ~Jc)TCH ~lG Notchl'lg cuttlrg and drilling ot studs plates
JOlds or rafters sholl co, form te Sections 5.)2 6 6026
and 8026
0616 DRI,FTSTOPPlfIG Drottstopplng anJ Fire Clocking ,hall be
con~tructed and IrE tl..llled as reqUired ty Sec Ion 50210 and
6028
0617 FlfllSH CARPENTRY
A Stc.iIr,r;CIS ;,rull be cChtructed as l>hown ~ piers and as noted
In Section jl4
B Handrails and guardrails -Ih",11 be cordrJctd as l>ho....n on
plans and as noted In Section 315
C Wood or hardboard paneling ~rJII cc.r,lurrn 10 Sectlur 7025
0618 INTERIOR WALL COVERlflG
A Alllrilerlor ;.tructurol comporer,ts ~holl co 11\)ly 'WIth the
Depar trrerlt c1 Housln~ and U-ban Developmelt (HlJD) fo'rnaldtlh~lde
emlS,lOn st01dard, 1~24 CFR part 3290) 01 ? ppm (port, p.r
rrilllO I) for plYllood and 3 rplTI for particle bard Plywood or
portlcle bOJrd s.tamped I meE-ts HUD require "rtsl or l'duO
apprcvedll ete shall be accp""tat,le Intel lOr ql ode plfwood
wc.fer board partrcle boarj ard crl6ited S'fl~1 d bl.iCJrd riode wltrl
phenol-bosed rblns ord stalilpej IExposure III ..holl be
acce~table E.derlor grade compotents MaJt lilth ~ ~ onol-bo~ed
resins and stamped IIExt(lrlor' ..hall be accep JblEl
B All gypsum board Joints and llilperfectlons :1'-..11 be filled and
faped
C All ~jrf,-~e "hJII bOl $(1 jt'j 1....1 C",I'1 V 1\.1 p"'per or
t e;( tL,r e d a s ~pe cills C by O4<nt;ir
D All e~r-osed 1'11erlOr 9/psum board c""rer i1..11 be r(,lnforced
-..tth medal edge trl,ll
E Gypsum board (,hall net be Indulled urltil w)~trer proledlvn
IS prC!vldod
F Gypsum bourd slipport spacing and the SIZ~ ::J ld spcclnlJ :;f
fadeners shall comply With Section 7023
G Sho1- \.Jr and b~th ureas )hall be fllllsbed In )ccordunce ~Ilth
Section 7024
H Gara~es sh,;11 be ccm~letely separated fron re..ldence and lis
attic 'N'lth 1/2L1 gypsum bOJrd applied to the 9'rage Side All
structure Sllppvf tlng a flool-ceillng separatlol ~hqll be cOl'ered
'Ir Ith 1/21' gyps Jm bourd
0619 EXTERIOR W~LL COVERING SIJ"g ,holl " 0; ,cawn on
plars ord conform to Secllon 703 'N'lth athJi.-h,Terlt per Tabla
7034 unless noted oHler wise Panel type SI(J n9 sholl hove
shlplapped vertical jOlrds ol'er frJMlng mel be's und flashed or
lopped rorlzo"1lal JOints
062Q ATTIC ACCESS A readily oocess'ole frorn ; attIC "ce" hdoh 01
net less Jhon 22 Inch::ls by 30 Inches .shJII be "Iolflded to any
o'tle area navlng a clear hUlgrt ef over 30 Ir tes
DI'IISIOIJ 0700 - ldeRMAI.. AlID 1,10ISTuRE PROT:Cl'IO>J
0701 GENERAL --------
A The cond tlaned spaces c,f tre~e plans a e rilerded to complf
With PreScilptl' e Compliance Pc.th I of Sechar C401
B Ail Insulating mate'IJls 10 comply 1- 11h Sectl)'1 319 and
AppendiX C
CAli IrsulatlCin stloll be applied urlformly arid 1<1 0 manner to
pre lent com~resslon lr-slilatlOn shall be l>pllt :;l erlly aroJrd
pipes ....Ires dcJcts or other ab~tructlors ord ll..t In arouid
outle:! bOAes
D Exterior )0 ,ts arolJrd '/IlndoNs ard door frJnes bet\\een 'Null
calltles ord window and door frames bdween '/Jell and
foundation bet'/o'cen wall ord roof bet"ol(een 'fIO ~ parels at
perdratlons or utility services th! ough wolls Icors and roofs
and all other ("penlngs In the ex.tenor erlvelop..,~ shall be
caulked gos~eted weath;r-drlpped or otr,en.l~e seuled
0702 FLOOR INSULA TlOf,
A 211 Ih,ck (R-15 mlrlTiJrTl) extruaed polptyrerle foam Insulation
(appro,ed for ui"der slob use) ~roll ce Ii"'::>talled arOl.lnd entire
perlll1eter of monolithiC floor slob In 011 heafed l.lr~QS The
Insulation shall extend dOlrlnward 11 O,li tr,e top, f the slob to the
bc1to'11 cf tre thlc~el'\ed edge The InsLJlotlorl ~hl.lll be profected
as shown on pions to a mll1lmUm of 61' boloIN' 91 I.. de The cOfTIplete
area undl..r l>lcb shall be covered With 6-mll po'/tthflere or
app'oved equal
B 2' thlc.k (R-15 minimum) extruded polfstyrer;l foam Insulcl!l:)n
(approved for lIrder slob use) ~tIQII be Ii"stcl,ed <.lround enllre
perimeter of Ilo.:1tlng flocr slob In all he"ted areas ne
Ir,sulatlon shc.11 extend doW'r waro flam tre top ~f tre slab for a
t'llnlmum distance of 24~ or dcwn'l.ard to the ')..tfom cf the l>lob
then horlzortally beneCllh the slob br a nWllml..lT'I total distance
cf 2411 The complete area under slob and unC.H Il'\sul,dlon shall
be covered 'l.lth 6-md pol)ethylene or apprcveJ equal
C R-25 flbt:rgloss b01 t InSL..latlOn suppor ted b{ Ic.th or
coneslon-proof 'l.,lre ~hall be Installed flush urder floors over
ell cro'l.lspaces Support system (.".OOd lath corroslon-reSI&larlt
'IIlre or rct-resrdant I..line) IS rl..qulred to hulr IfIsulc.tlon In
place 'WIthout compressing It use baffles If rEq\wed to
rTlolrdaln clearance (.HolJnd cra'lll space ver ts n~talll perm
t'laXlrrUnl kraft paper ,apor re:tordJr between d uecklng and
lInderlaymont Separale vap-Jr retarder IS not I equlred In 1100rs
constructed filth plywood or OSS l>heathrg G ollnd CO\ er of
6-rril black p,olye:fhylere with jOlr ts lapped 12' 1 InirT1Jm and
turred up 12' at edges IS reqUired at all cra'l,l "paces
0703 WALL I"SULATION
A (R-21) Krwfl faced (10 perm ma-<lmUIT) hl~h jenslty fiberglass
batt IrSL.lotlon l>hall be face htapled to l"Islde (...Jrm) surface
of studs In all ~.'olls seporotrng heafed from llnte~ted spaces
B (R-21) Fire-rated fOil-faced high denSity flb( rglass batt
Insulation shall be In;.talled InSide beloW' grade (i.-ncrete \Valls
enclOSing heated spaces Irsulatlon 5hall be faed stapled to
2)(4 framed Irterlor finish wall hid In from ."r ~'ete wall so
that Insuletlon does not contact concrete InslIotlon musl
ed~nd from tre bollo11 of Ihe abol'e-grade suUloor to the top of
the belcw-grade flnl&hod tI::>or The rlrn jUlst Q~ea mUht be
Irsuloted
0704 CEILifJG IflSULA TION
A (R-38) Fiberglass batt or loose fill flberglah cellulose or
rock \lr'OOllnsulctlon ~hall be Installed on flat ce,llngs Loohe
fin Irsulatlon may be used orliy '/o'here roof slope IS 4/12 or
greater and headroom at ridge IS at least 44 II hes Loose fill
In.ulutlOn must be Installed per label IndlCotlun, of pound,
reqUired per square foot or bogs per 1000 squ( re feet
8 IR-301 FOil laced llberglass bolt ",ulotlOn scali be
Inhtalled on sloped ceilings can~tructed '/Illh sln,re rafters
C (R-30) Kraft laced flbcrgla" batt Ir,ulotlOn ,1'011 be
IndJlled on ceilings with a slope of greoter lhan 2/12 and an
01 fie space above
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D (R-30) Loo~e fill flber~IQss Ct.ll..lose or rock *001
In~ulollon may be Lised on oloped ceilings prOVided slope I~ 2/12
or less and he-odroom at ndge IS at least 44 1I1chf.JS Loose fill
Insulat on must be Install';ld per lubellndlcohors of pounds
reqUired per S(.luare foot or bogs per 1000 square feet
E (R-~I) FOil facad fiberglass bott Insulation may be Instulled
In partially vaUlted COllings arj ceilings totaling not mo'e
than 150 square feel In arlo1a for dorrrers bay l/Indo,r;s btC
Space mu;.f be tilled (e",cOlpt for reqUired lontllc.tlon space) ard
a 05 perm (dry Clip) vapor r~tarder In~talled or w(Jrrn
(Ir '/.'lflteIJ ..Ide
F All cClllrlgs <llth....ut an ::Jlt'c space above ...1 all I <':.13 a .q;or
barrlur With a mO"lmL, n 05 perm rallng
G All attic occesse s or d sk yllgr t ... ells ..hJII L,.~ 1'1)U att;id 10
the same R-/alue os the surrounJlI'1g ceiling Allie access
hatches shall be weether-strlpped
H Rigid W'eat~er-re&lstart batfles shr..11 be 1'"1..ta.lled IJ
deflo;:ct soffit Ve'1lllotlon air a~o~e Ir",ulaflon ard 10 keep
Insulctlc,n clear from attic hateres I'Jon-conlbusttble baffles
s.hall be Ir stalled to prOvide 3' clearance uround flues medal
c'hlTineys gas Hnts or fldu es thaf require clearances er
'I entda tlor for fire sefety
0706 ROCFING
A Roofing materluls anJ application to compl)' \lr'lth Choper 9
a Roofing shall be applied with all flashing and aCCeSSories
recommor'lded by manufacturer or as reqUired for a Vr'atertlght
assembly Flnl~h roofing mah:Hlals shall be approl'ed by o't.ner
C Gutters l>hail be Irstalled at lower edge of all roof slopes
DOlfr'nspoJls from g<.Jtters to dl",chiJrge Into ;.torrnll'ater drain
Owner to af'prove ;.tjle and color
0707 VENTlLATIOH
A Screened S.,Jftll eave 'Ijge or roct JaCK I'er,ts shall ce
supplied os jho~n on ~la,~s With a mlllllTiUm rallO of net ver t
oper\ln9 to ver tdated area of I to 150 RatiO may be reduced to
I to 300 If \~HltS are alral ged CiS noted In SectIOn 606 Screen
~hall have 1/81 square ope'1lngs of corrOSIOli re...Islarlt 'f./lre
B Crc'f./I space shall be V<Jitllote:d bf means 01 screered operllngs
through tOl.ndatlOn dem walls os ...ho'//n On plans Tetal net
opening and arrangorr-ent "f vonts ",hall be as noted Iii Sedlon
4091 Screen shoil rove I/e" sqlJare openings of
corrOSion-I e s,;.tant wl'e
0708 MUD SILL Both top and bOltom of ml..d ;)111 l>hall be caulked or
g(..sketEld
0709 THERMl,L BREAK Conude ...IJbs on grade In corddlOned spaces
&hall be treri1ally broken from &Ii.lbs In adjJcer t uncendltloned
spaces
OIVISIO>J 0800 - OOORS. NlflOJ NS AfrD GI.ASS
0801 DOORS
A Door SI,e3 shall De as nottlel on plars \lr'dh tjpe finishes.
and hard",are os sole..ted by o"rer AH egress doors (.rr..11 be
reaJll1 ('peraLle fr..T1 the srda from <t.hch egress IS to be made
~/lthoL.1 the use of a ~ey or speCial ~nowledge or dforl
B Exterior doors (except main erdry door) to hove a maximum
020 U-Yallia Main entry aoor (24 square feet malumum) to hOl'e
a maXlfT,Um 054 U-Value All exterior doors 10 nave an air
leakage rOllng of 037 cfrr lTr..xlmum per square foot of door
ar~a t II exte lor doors srall be I 3/41' thick mlrllmum and be
w~'cdh~r-~trlpped (do not usa stl..~y cock foam)
C Doors 'I,Illh more than 25 square feet of glOZing nu~t med the
U- Value roqlJlremer'ls for ......Ir dOVr'$ SIIdlrg yloss doors sh::J1I be
teiEoted and certltled as nc,ted In Section 609
D Openings betwelln guraga and reSidence ~hc.11 be equlrpod 1Jlth
sCillld '/iood doors not less than I 3/8" thick or 20-1I11n\.lte
flr,e rated d::>ors
E Hlng€:'d ..r-ow~r ooors shall opet outward
0802 WIfWOW S
A WlrdoVr' brand anj dfle srull be os directed by o....nfo:r Sizes
shall be as ncted on plans ~JOl E Sizes cf ""Indo~is .shown on
plans are nO'Tlnal only Yerlfy rough eperllng requlrQd be-fore
fralmwg
BAil wlndoll/s (,hali be douGle I,llozed with 0 maJwnum 040
U-Value and shall meet tre fenestration requirements of AppendiX
CAli wlndo"4ls shall be tes ted and cortdled os noted In
Sectlo"l609 All ~Irldows must be l(Jbeled 'lJdh U-Volue or
U-Value claB exc.e~t as noted In Section C4014 I
D SIe8plng rooms iJhJiI have c.t leaht one Openable egress '/Ilrdo.v
or door as shown on plans and as reqUired by Section 310
NOTE Sizes of Windows sro~n on plans are nominal only Verify
CLEAR OF-'n~ING dlmonslons for egress windows as reqUired by code
E \WIndows shall be set onto a lJead of caulking
F Skylights shall be constructed of double glazln\) '/o'lth mror
pan e tempered In a metal frame cr as noted In Section 3086
with 0 IT'aXlmLim 050 U-ValL.e Sk,llght area st all be not more
O.on 2 per cer,l of reeted tloer area
G Glass dvors ond e'"1clcsures f::.r showers rot tubs 'Nhlrlpools
SQJnas hteorn rooms ond bott,lubs glallng In swinging or sliding
doors a,'"1d s'arm doo s and all glaZing and mirrors 'lilt/Ii 24" 01
doors or '>IlfI'li 18'1 of floors ar'd all glOZing In lalllngs and
glal.lng I.!seJ In beerlers around sNlmrnlng pools ard spo;. sl'1::ld be
lerr,pored and perrnaIler,llj m:)L ked per Section 30811 Exce~tlons
ire ro+-ed In Sechon 3084
DIVISION 0900 - FINISHES
0901 GENERAL
A All Interior finishes and rratel luls to conform to Sectluns
318 and 702 Wall ard c6111rg finishes :;.;hall have a
flama-s~read ..Ias:.ltlcatlon vf not grecdur than 200 except as
noted In Se-cflon jl8 lard a smoke denSity !lot greater tha'l 450
B All ext~rlor flollt.hes and nlcterlals ~hall cc'lforr-n to Section
703 and Table 7034
0902 INl ERIOR PAI~~T Latex pGlnt wdh colors ~hall be approved by
Owner
0903 EXTERIOR PAINT Latex or &toln wilh coler to be appro(ed by
o ..ner
0904 OTllER A<ALL FI~nSHES Cor,tracfor to coordinate with o",ner 1j.1here
\Vall paper panollng or \lr'aII1SColtln~ are deSired
0905 FLOOR F IIJISHES
A Carpel hhall be professronally In~lall<ld '/irth pad tacK stnp
and metol t 1m as requl ed Curpet and pad shall be apprOved by
owner
B Cushl:Jn vlr1,1 t.lpe shall be upprovea by o."r'ler
OIVISIO'J 1600 - El ECTRICAL
A All we k shall rreet the I oqulrerrerfs and InspectIOns of
Cfopt,rs 15 and 39 th-oJ,h 46 and the 2000 ElectrlCol
SpeCialty Code
B Ellectr cel slhtems srall be d6!.lgned and Installed t..y a
qualified contracter Contractor srall supply detailed plors
calculattons and speCifications "f all propcsd equlprrent If
reqUired by Ih~ building 0 fflclal
C Wllrlng shall be done ~/lth 3-~llre nonmetalliC cable ~,Ith all
outle ts properly grounded All "Ires hhQIJ be copper ord norle
shall be less than #14 gauge S~IIt...res and dlJplex cullets l>hal!
be first grade S;,tdd es shall be Silent type
D SWlfaule connections shall be prOVided for all new electrical
ol..tlets and fixtures as sholln 0'1 the plans
E S"T1c~e detedurs shull be Installed Inside and owtslde of all
sleeping roorn and on each floor os noted If'l Section 316 and as
shoW'n 0 l plars
F Non-combustible flre-dop~lr,g shall be prOVided ot all gaps
around electrical lines at ceilings and floer levels Seal ull
penefratlons trrough the building envelope '/0' th caulfdng
G Nlrlng shall be Installed In a manner to olio*, for os much
'/0'011 InslJlQtlon os pcs)lble
rl Recessed lights Installed In ede lor vaulted ceilings
(Without an CttlC space aboye) l>holl be rated 10 0110'" direct
cont:Jct filth Irsulatlon
MINIM~M SETBACKS - l~TERIOR LOTS
All measurements are from Property
-Front yard to House 10 feet
-Front yard to Garage 18 feet
-S.de Jard to House or Garage
-Rear yard to House or Garage
5 fee t
10 feet
P U E MAY CHANGE SETBACKS
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,jotltlwtlon Center Those rules are set fort ,
"1 OAR 952-001-\)010 through OAR 952-001-
1090 You may obtarn caples of the rules by
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~te 9-26-02'
Scale IIOTfD
PLOT Scale 1 = 120
Drawn TR
Job 3332
Sheet
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"2_'"
Of 4 Sflccts