HomeMy WebLinkAboutMiscellaneous Plans 2005-3-15
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0101 CODES: All construction methods, materiels and workmanship
sholl comply with the 2003 EDITION OREGON DWELLING SPECIALTY
CODE FOR ONE AND TWO FAMILY OWELUNGS comprl.ed of Ihe 2000
Edition of Ice International Residential Code for One and Two
Family Dw.llinge wilh Oregon Amendmenle doled April 1, 2003.
Conelructlon ehall also comply wilh 011 City, Counlr and
Federal codes, ordinances and regulations as applicable.
0102 PERMITS: The own.r will provide ond pay for 011 permile and
f..e except where other provision i. mod. by conlract.
0103 UTILITIES: Owner 10 provide.
0104 SUBSTITUTIONS: Certain proc...e., Iypee of equlpmenl or kinde
of materials are specified by manufacturer"s nome, brand or
cotalog number to establish a basis of quality or desirability
for the purpose intended. Exclusions of products of equal
quo Illy or de.lrobllily to tho.o epeclfied I. not intended.
Sub-Contractors to secure approval of substitutions from owner.
Submit sufficient Information on specific lroducl or products
for evaluation. Samples may be require .
0105 CHECKING: Contractor .holl verify and coordinol. all dlmen.ion.
and conditions on 011 drowings and ot construction site before
proceeding. Discrepancies are to be brought to the t'ttention of
the owner. the deSIgner. and/or the engineer os appropriate, and
fully resolved before construction is commenced.
0107 CLEANING OF SURFACES: All surface. mu.1 be clean and in good
condition at job completion.
01 D8 COOPERATION: Conlroclor and eubcontraclor. shall fully
cooperate in carrying out the work. Contractor to do or be
directly responsible for all construction bracing. temporary
shoring. furring and building in. and providing all openings,
chases. etc., required by various subcontractors. Where work of
one subcontractor Is Installed over surfaces apflied by other
trades. the commencement of work by the firs mentioned
subcontractor constitutes acceptonce of the surfaces, and cannot
be used for an excuse should subsequent failures occur.
n!)lJ~'n'l fl?110 - ~'TI' wnRK
0201 EARTHWORK:
A. Excavations or fills shall be so constructed or protected
Ihal Ihey do nol .ndong.r life or property.
B. Remove trash. rubbish and other obstructions from site prior
10 .Iartlng oarthwork.
C. Do excavation work for structure and other work shown on the
drawings, carefully trimmed to lines and elevations required for
Iho work. Pormonenl cut. ond fill. ehall nol bo .Ieepor Ihon 2
horizonlol to 1 v.rtical unl.s. approved by Iho building
official.
D. Slockpll. excavoled molerial for bockfill purpo.e. 01
approved locations. Only clean. granular material Is acceptable
for re-use.
E. Tho building officiol may requiro 0 .oil te.1 to determine
the soli's characteristics.
F. Lol .hall be provided wilh adequalo drain ago and .hall b.
graded so as to drain surface water away from foundation walls.
Said grodo .hall fall a minimum of .ix Inchee wilhin tho first
ten feet, except as restricted by lot lines. slopes. walls, etc.
where drains, swales or other approved means shall
be provided to ensure drainage away from structure.
G. A foundolion porlmoler drain .hall be inelalled which will
drain roof discharge to a point at least five feet from the
foundation walls or to on approved system.
0202 BACKFILLING:
A. Backfill adjocenl 10 concr.lo wall. ehall not bo placed unlil
the wall has eufflclenl elrenglh or has been .ufficienlly braced
10 pr.vent damogo by Iho backfill.
B. 8efore llacing backfill, remove all screeds, screed stakes,
other woo , debris and material subject to rot. corrosion or
subterranean termite attack.
C. Backfill material shall be clean and granular, placed in
6-inch lifts. and compacted.
D. Dispose of 011 unsuitable and excess material off site.
Conform to local laws and ordinances relating to waste disposal
on property of olhers.
Jlll(l~'nN .rnm - rnN.GRffF
0301 GENERAL REQUIREMENTS:
A. Concrete design, components, storage, mixture, placement and
reinforcement shall conform to Chapter 4.
B. Protect all concrete from damage and use special core on all
exposed concrete to prevent staining or discoloration.
C. Damaged concrete shall be repaired. or removed and replaced
with new concrete at the discretion of the owner.
D. Form all concrete surfaces, except bottom of footings and top
of .Iob..
E. Fooling. ehall bo placod on undieturbed .011 or compacled
fill. All fill molerlale sholl bo fr.o of vegelollon ,md
foreign material. A soils investigation report and Q report of
.aliefactory plocement of fill eholl b. .ubmilled 10 Iho
building official de.cribing fill. greoler Ihan 4" Ihick which
will be used to support the foundations of any building or
structure. Except where approved. fill depths under slabs shall
not exceed 24- for clean sand or gravel and B- for earth.
F. Stepped footings are required where the ground surface slopes
more th~m one foot In ten feet.
G. Remove ell foreign mattsr cmd wet clown soli befQre placement
of con~ret'!. .
H. Isol>::!tiO:1 JOInts shall be J..;"!l'\'lded between all slab!) and
foundolion wal,., u.ing (2) Ihickne.... of 30# builder'. fell or
3/B- asphalt i'npregnated sheeting.
0302 FORMWORK:
A. Forme sholl be substantial, sufficiently tight and groperly
braced to prevent leakage and maintain position an shape.
B. Forms and shoring shall not be removed until the structure
hOB eufficlenl elr.nglh 10 eupport .of.ly il. weighl and all
loade placed theroon.
0303 REINFORCEMENT:
A. Use only new, clean stock. free from rust, scale, grease and
olh.r cooling.. R.fer 10 ACI 318-77.
B. Reinforcement ehall conform 10 ASTM A-615 wilh deformolione
to ASTM A-305, Grode 40.
C. Reinforcement sizes and locations shall be as shown on plans
or as noted below:
0304
SPLICE LAP LENGTH
8ar Size Concrete
i 3 1'-6'
4 2'_0.
5 2'-6.
CONCRETE COVER
3" Concrete depo.lled o~oln.1 earth
2- Formed concrete agamst earth
3/4" To lop of .iab on grade
D. A grounding eleclrodo .y.lom .holl be in.lolled a. noled in
E3507 and E35DB and mu.1 bo coordlnoled wilh the eieclrical
contractor.
CAST -IN-PLACE CONCRETE:
A. 8asement walls and foundations not exposed to weather and
basement slabs and interior slobs on grade. except garage floor
slabs, shall be 2500 psl compressive strength concrete at 26
day..
B. Porches, carport slabs and steps exposed to the weather,
basement walls, foundation walls, exterior walls, and other
verttcal concrete work exposed to the weather and garage floor
.Iob. .hall bo 3000 p.i compreesivo .trength concrelo 01 28
day..
C. 3000 pei concrele and olhor concr.le whIch mar bo .ubjecl 10
freezing and thawing during construction sholl be air
enlraln.d. Total air conlenl (percenl by volume of concrel.)
shall be not less than five per cent or more than seven per
cent.
D. The minimum cement content of concrete mixtures for exterior
porches. carport slabs and steps that will be exposed to
freezing and thawing In the presence of deicing chemicals shall
be as specified in ACI 318.
E. Tho lop surfaco of all fooling. .holl bo ievel. Tho bollom
surface of footings may hove a slope not exceeding 1 in 10.
Footings shall be stepped where It IS necessary to change the
elevation oJ the top surface of the footlng9 or where the Slope
of Ihe bollom .urfaco of tho fooling will exceed 1 in 10.
F. Finiehing (vertical .urfacee): Correcl all oggregolo pockel.
and other defects. Grind off fins and proj'ections and remove
stains. Exterior surfaces of foundation wa Is enclosing living
.poce or .Iorage below fini.hed grode ehall bo dampproofed u.ing
inoroseal Foundation Coating- or equal.
G. Finlehing (.Iobe): Surfoco fini.he. .holl be on plan.. Areoe
noled "Bru.h Fini.h" .hall hove 1/8" high allenuolione, wilh
pollern and .Iyie o. approved by Iho own.r.
EMBEOMENTS:
A. Anchor bolts attaChing mud sills to concrete foundations,
shall be one-half inch diameter spaced at sbe feet maximum on
center, and extend at least Beven inches into the concrete.
There must be on anchor bolt within twelve Inches of each corner
and .och piece of elll .holl have 01 lea.1 Iwo bolle.
B. Post bases, hold-downs. vents, door openings and conduits
shall be located accurately as shown on plans.
Ma.onrv
2'_0"
2'-6-
3'-0-
0305
mlilSIO'l .Q500 - METAL
0501 BOLTS: ASTM A-307 Heavy h.x-heod wilh heavy h.x nule and
hardened flat washers unless noted otherwise. Fasteners, ",xcept
one-half-Inch diameter or larger steel bolts, used for pressure
preservative or fire retardant-treated wood sholl be hot-dipped
galvanized steel, stainless steel, silicon bronze or copper.
0502 STEEL: ASTM A-36
0503 MISCELLANEOUS SHEET METAL: Golvoniz.d 26 gaugo ele.l. Exlerior
openings exposed to the weather shall be flashed waterrroof.
0504 Fasteners, except one-half-inch diameter or larger stee bolts,
used for pressure preservative or fire retardant-treated wood
sholl be hot-dipped galvanized steel, stainless steel, sllicon
bronze or copper.
.Ilril$'f"\N. .Q1'nl! - I".ARPE"NTRV
0601 GENERAL:
A. All elruclural dimen.lon lumbor .holl bo graded and marked a.
nol.d In Secllon R502 and R802.
B. Approved end-joinled lumbor may bo u.ed inl.rchangeobly with
solid-sawn members of the same species Clnd grade.
C. All .Iruclural lumbor .Ize. hove b.en de.lgned u.ing 'INIPA
grClding rules. If these members bear the stomp of a different
grading ogoncy, adju.lmenl. to size. may need to be mode,
0602 POSTS: Posts and columns shall be Douglas fir/Larch. Grode
Sel.ct Slructural F.O.H.C. Po.t. sholl b. pres.ur. treoled if
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0503
so noted on plans.
BEAMS, HEADERS ANO STRINGERS: All member. 2" to 4" Ihlck and 5"
or more wide shall be Douglas fir/Lorch, Fleams and Stringers
Closs, Grade *1. All 6- thick members sholl be Douglas
fir/LorCh, Seam. and Stringer. Ciass, Grade S.I.ct Structural.
All door and window headers shall bel 4x6 minimum unless noted
otherwise. Glued-laminated timbers ;1hall tee 24F-V4, Of/ grade
at simple spans and 24f-V6, Ofl grade at cantilevers or multiple
.upports unle.. noled otherwise.
STUDS: Slud. eholl bo Douglae fir/L'.lrch. Grad. #2 01 all load
bearing walls wIth size and sracing os shown on plans. Utility
grode lumber may be used i .paced per Toblo R602.3(5). Crlppi..
under headers sholl be continuous to sole plate. Top plates In
load-bearing walls shall be doubled viith joints offset 48-
minimum. 810ck all stud walls where required for sheathing.
Align load-bearing elud. ae noled in Secllon R602,3.3. Interior
non bearing partitions may be copped with Q single top plate.
Foundation cripple walls shall be conetructtld as noted In
Section R602.9. All wood members i'1 contact with concrete sholl
be pressure treated.
JOISTS: Floor and ceiling joists shall be Douglas fir/Larch,
Grado #2. All rim joi.l. and end joiot.e silall b. caulked in
place during framing. Double all end jois!! and 011 joists
under parallel bearing partitions. Lap joi9~s 6- minimum at
interior bearing supports where possible, otherwise provide
1-1/2- minimum bearing on wood or metal supports and 3- on
masonry or use approved joIst hangen! noor openings sholl be
framed o. noled in Seclion R502.10.
RAFTERS: Rafters .hall be Dougla. fir/Larch, Grado #2 wilh elze
and spacing os shown on plans. All nJft~rs shall be notched to
provide full bearing at supports.
SHEATHING: Roof and wall .heolhing sho!1 be 7/16" Ori.nled
Slrond Board (OSB) or 1/2" CDX Plym'od wilh faco groin
perpendicular to supports and staggertld joints. Floor sheathing
shall be as shown on plans. All stru<:lurol sheathing shall be
graded and marked oe noled in Seclk.n "503.2.1, R503.3,1, R604
or R6D5. If required, diaphragms and alwor walls shall be
constructed os required by the engine1lr or as shown on plans.
STRESSED SKIN PANELS .hall be .hipp_d, storod hondied and
installed per the manufacturer's instructions.
SOLE PLATES: Sol. plolee In conlacl wllh concrele ehall bo
pressure treated douglas fir/Larch.
NAILING: All nailing ehall bo ae noled In Table. R602.3(1) and
R602.3(2). Melol conneclors .holl b. '"stalled wllh all nolle,
bolts or other fasteners os required by manufacturer.
BRACING: Wall and crippio wall brocing .hall bo provided oe per
Secllon R602,9 and R602, 1 O.
METAL CONNECTORS: SImp.on .Irong (ie, or approved equal.
BLOCKING: Full deplh .olid blocking of utillly grade lumbor i.
required at all bearing walls and at the bearing points of all
joists and rafters. Cross bridging bet.w09e>n 2x14 and larger
rafters and 2x12 and larger joists Is r~qL:lred at 10'-0- a.c.
maximum. Bracing between roof or floor trusses sholl be
installed as required by manufacturer.
NOTCHING: Nolching, culling and drilling of .Iude, plolee,
jol.te or rafters .hall conform to Seclhne R502,B. R602,6,
and R802.7.
DRAFTSTOPPING: Drofl.lopplng and Fire Blocking .hall be
constructed and installed as required bf Section R502.12 and
R602.8.
fiNISH CARPENTRY:
A. stairways sholl be constructed as E11101'm on plans and as noted
in Secllon R314.
8. Handrails and guardrails sholl be CQtllltructed os shown on
plans and as noted in Sections R315 C1nd R316.
C. Wood or hardboard paneling .hall conform 10 Seclion R702.5.
INTERIOR WALL COVERING:
A. AU interior structural components shall comfly with the
Deportment of Hou.in,!! and Urban D."e;Oj:'c;en (HUD) formald.hyde
emi..ion .Iandard. (124 crn port 32C,)) of .2 ppm (part. per
million) for plywood and .3 ppm for porticle board. PI~wood or
particle board stomped . meets HUD reqUirements- or HUD
approved- etc. shall be acceptable. Intorior grade plywood,
wafer board, particle board, and orient(~d strand board mode wilh
phenol-based resins and stamped -Exp!j~ure 1- shall be
acceptable. Exterior grade components made with phenol-based
resins and stamped "Exterior- shall be fJc:cjJptable.
B. All gypsum board joints and impori.:,..:...J1Is shall be filled and
toped.
C. All surfaces shall be sanded for paint ~r wallpaper or
textured as specified by owner.
D. All exposed interior gypsum board corners shall be reinforced
wilh melol edge Irlm.
E. Gypsum board .holl nol bo in.lolled "plil weolher proleclion
I. provided. '
F. Gypsum board, support spacing and t\1(1 size and spacing of
fasteners shall comply with Section R7i~2;t3.
G. Garages sholl be completely seporot(~,l from residence and its
ollic wilh 1/2" gypsum board applied to Ih. garage .ido. All
structure supporting a floor-ceiling sepiJ~lJtion shall be covered
wllh 1/2" gyp.um board.
EXTERIOR WALL COVERING: Siding .h('1I l', o. ehown on
pIons and cOilforni to Section R70:; \'-:''!: ~tt'Jchment per Tobie
R703.4 unless noted otherwise. Ponel type slding sholl ha\'e
shlplapped vertical joints over framing members and flashe~ or
lopped ~orlzontal joints.
ATTIC AC0E'SS: A readily accesslbll!l f -~.,(, A attic access hatch of
not less tl !on 2_2 inchee by 30 l:'k'h;J._. _~'q.,l~ be provided to any
attic area rK:..,ing c ~l~ar hel~ht of !'}' ~r~ c::: incht;s.
0604
0605
05D6
0508
0609
0610
0611
0612
0613
0614
0615
0616
0617
0618
0619
0620
.QMSIQILQ7.Q!' - THFR"'AL ANO MOISTURE PRO'!:E,mC'~
0701 GENERAL:
A. Th8 conditioned spaces of these pIon'] ore intended to comply
wilh Preecrlplivo Complionco Palh 1 of ',",1. 1'11'104.1(1) unl...
noted otherwise.
B. All insulating materials to comply witl~ Sections R320 and
1'11104.
C. All insulation shall be applied uniform]..., and in a monner to
prevent compression. Insulation shall he s.pl;t evenly around
pipes. wires, ducts or other obstructions ClOd cut in around
ouliet box.e. ,
D. Exterior joints around windows and ,jl.. Jj frames. between wall
cavities and window and door frames, between wall and
foundation, between wall and roof. behl;flrJn wall panels. at
penetrations or utility services through w(llIs, flOOr! and roofs
and 011 other opening. In the .xlerlor el."eiope. .hall be
caulked. gasketed. weather-stripped or o~herwlse sealed.
0702 FLOOR INSULATION:
A. 2" Ihlck (R-15 minimum) .xlruded pc1y.lyrone foam in.ulolion
(opproved for und.r .Iob us.) ehall b. inslolled around enllro
perimeter of monolithic floor slob in all heated areas. The
insulallon .holl .xlend downward from Ihe lop of Iho .Iob 10 Iho
bollom of Ihe Ihickenod odge. Th. Ins"lallon .hall bo prolocled
as shown on plans to a minimum of S. below grade. The complete
area under slab sholl be covered with S-mll polyethylene or
approved equal.
B. 2" thick (R-15 minimum) exlruded po~elyreno foam In.ulotion
(approved for undor .Iab u.e) ehall t.o in.tolled around onlire
penmeter of floating floor slab in all heated areas. The
IOsulation shall extend downward from tfle top of the slab for a
minimum distance of 24-, or downward to the bottom of the slab,
then horizontally beneath the slab for a minimum total distance
of 24-. The complete area under slab and under Insulation sholl
be covered with 6-mll polyethyll!ne or (Jpproved equal.
C. R-25 fiberglass batt Insulation, sl)pporled by loth or
corrosion-proof wire. sholl be installfd flush under floors over
all crawlspaces. Support system (wood loth, corrosion-resistant
wire, or rot-resistant twine) is requir')d to hold insulation in
placa without compressing It. Use baffles if required to
maintain clearance around crawl space vents. Instoll 1 perm
maximum kraft paper vapor retarder bebveen 2)( deckin9 and
underlaymrnt. Separate vapor retarder is not required In floors
construct~d with plywood or OSB sheatll:ng. Ground cover of
6-mil block ~olyelhyleno wllh joinl. lop"ed 12" minimum and
turned up 12- at edges is required at ell crawl spaces.
07D3 WALL INSULATION:
A, {R-21l Kraft foced (1-perm dry cup maximum) high density
fiberglassbatt insulation sholl be foce elt;lpled to inside
(worm) surface of studs in all wal1s slJpurating heated from
unheated spaces.
8. (R-21) Fir.-roled foil-foced high d.nsity fiberglos. boll
insulation sholl be installed inside below grade concrete wolls
enclosing heated spaces. Insulation sholl be face stapled to
2x4 framed interior finish wall held in frorn concrete wall so
that insulation does not contact concrete. Insulation must
exlend from Ihe bollom of Iho obove-geodo .ubfloor 10 tho top of
Iho b.low-grode flnieh.d floor. The rim joi.t area muel b.
insulated.
D704 CEILING INSULATION:
A. (R-3B) Fiberglo.. boll or loo.e fill fiberglose. cellulo.o or
rock wool insulation shall be installed on flat ceilings. Loose
fill in.ulation may be u.ed oniy where roof slope ie 4/12 or
greater and headroom at ridge Is at least 4-4 inches. loose fill
Insulation must be installed per label Indications of pounds
required ~er square foot or bag9 pGr 1000 square feet.
B. (R-30) Foil faced fibergla.. bolt insulation .holl be
Inelalled on .Iofed ceilinge con.lrucled wilh .ingl. raflers.
C. (R-30) Krof foc.d fiberglo.. ball i".ulolion .holl be
Inelollod on ceiling. wilh 0 .Iopo of greol.r Ihon 2/12 and an
attic space above.
D. (R-30) Loose fill fiberglass. cellulose or rock wool
insulation may be used on sloped CE:lillr>gs provided slope is 2/12
or less and headroom at ridge is at Itast 44 inches. Loose fill
Insulation must be installed per label Indications of pounds
required per square foot or bogs per 'j 000 square feet.
E. (R-21) Foil faced fiberglo.. boll im,uletlon may bo inslalled
in partially vaulted ceilings and ceilings totaling not more
than 150 square feet in area for doml-arsi, boy windows, etc.
Spoco mu.1 be filled (excepl for requirod venlilalion epac.) ond
o 0.5 perm (dry cup) vapor retarder in~t.C1ned on worm
(in winter) side.
t. All ceilings without an attic space above sholl have a vapor
barrier with a maximum 0.5 perm ratlf1g.
G. All attic accesses and skyHght wells sholl be Insulated to
the same R-value os the surrounding ceiling. Attic access
hatches shall be weather-stripped.
H. Rigid, weolhor-resl.lant baffle. shall b. in.lalled 10
deflect soffit ventilation air above insubL;oii and to keep
insulation clear from attic hatches. Non-combustible baffles
sholl be installed to provide 3" cl~,]rance around flues. metal
chimnel's. gas vents or fixtures that require clearances or
ventilalton for fire safety.
0706 ROOFING:
A. Roofing materiols and application to r::crTlply with Chapter 9.
S. Roofing .hall bo applied wilh 011 flo,hing and acce..orle.
recommended by manufacturer or os required for a watertight
o.sembly. Finl.h roofing materiai. .hall be approved by owner.
C. Gullers .holl bo in.lalled 01 lower edge of 011 roof .Iope..
Downspouts from gutters to discharge into storm water drain.
Owner 10 approve .tyle and coior.
VENTILATION:
A. Screened soffit, eave. ridge or roof jack vents shall be
supplied as shown on plans with a minimum ratio of net vent
opening 10 ventilaled area of 1 to 150. Ratio may bo roducod 10
1 10 300 if venl. aro arrang.d ae noled in Seclion R806. Screen
sholl hove 1/6- minimum to 1/4- maximim square openings of
corrosion resistant wire.
B. Crawl space sholl be ventilated by means of screened openings
through foundation stem walls as shown on plans. Total net
opening and arrangement of vents shall be as noted in Section
R40B,1. Screen .hall havo 1/8" equoro openlnge of
corrosion-resistant wire or another material os noted in
Secllon R4D8.2.
.Ilril$ln'l n.~r.q - nnnR~--YilNnnw~ ANO GLAS~
0801 DOORS:
A. Door sizes shall be os noted on plans. with type. finishes
and hardware as selected by owner. All egress doors shall be
readily openable frem the side from which egress is to be made
wilhout Iho u.. of 0 key or .peciol knowledgo or offort.
B. Exterior doors (except main entry door) to have D maximum
0.20 U-Value. One door (2.8 square feet maximum) to have
a maximum 0.54 U-Value. All exterior doors to hove an air
leakage rating of 0.37 cfm maximum per square foot of door
area. All exterior doors shall be 1 3/4. thick minimum and be
w.olh.r-.lripped (do nol u.e elicky bock foam).
C. Doors with glaZing of 2.5 square feet or larger and Sliding
glas. doors .hall bo te.ted and cortIfiod a. noled in
Seclion R613.
D. Openings between garage and residence shall be equipped with
.olid wood or honeycomb core .teel door. nol Ie.. than 1 3/8"
thick or 20-minute fire-rated doors.
fire-rated doors.
E. Hinged shower doors ~ shall open outward.
0802 WINOOWS:
A. Window brand and style sholl be as directed by owner. Sizes
shall be os noted on plans. NOTE: Sizes of windows shown on
plans ore nominal only. Verify rough opening required before
framing.
B. All windows sholl be double glazed with 0 maximum 0.40
U-Value and shall meet the fenestration requirements of Section
1'11104.8. All window. .hall bo le.lod and certified o. noled in
Section R613. All window. mu.1 b. lab.led wilh U-Value or
U-Valuo closs excepl 00 noled in Seclion 1'11104.4.1.
D. Sleeping rooms sholl have at least one openable egress window
or door as shown on plans and as required by Section R310.
NOTE: Sizes of windows shown on plans are nominal only. Verify
CLEAR OPENING dimen.ion. for egre.. window. a. roquired by code.
E. Window. eholl bo .el onlo a beod of cauiking.
F. Skylighle .holl bo conelrucled of double glozing, wllh Inner
pone tempered, in a metal frame or 08 noted in SectIon R308.6
wllh 0 maximum 0.50 U-Valu.. Skylighl area .hall bo not more
than 2 p.r cenl of healed floor area.
G. Glass doors and enclosures for showers. hot tubs, whirlpools,
saunas, steam rooms and bathtubs. fixed, swinging or sliding
glazing In doors and storm doors, and all glazing and mirrors
within 24- of doors or within 18- of floors. and 011 glozing in
railings andglazing used in barriers around swimming pools and
.po. sholl b. temp.red and permanenlly marked per Secllon R308.1.
Exceplione ore noled In Secllon R308.1, R308.1.1 AND 308.4.
0707
~N n9.Q1l - "'NI~""~
0901 GENERAL:
A. All interior finishes and materials to conform to Sections
R319 and R702. Wall and ceiling fini.h.. .hall havo a
flame-spread classification of not greater than 200 except os
noted in Seclion R319.1 and a .moko den.ity nol greoler Ihan 450.
B. All exterior finishes and materials shall conform to Section
R703 and Tablo R703.4.
0902 INTERIOR PAINT: Lal.x painl wilh colors .hall be approved by
owner.
0903 EXTERIOR PAINT: Lol.x or .Ialn wilh color 10 be approvod by
owner.
0904 OTHER WALL fiNISHES: Conlroclor 10 coordlnole wilh owner wh.re
wall paper, paneling. or wainscotting are desired.
0905 FLOOR fiNISHES:
A. Carpet sholl bo profe..lonolly in.lalled wilh pod. tack .Irlp
and melal trim a. required. Carp.1 ond pod .hall be approv.d by
owner.
B. Cu.hion vinyl type .holl bo approved by owner.
.Ilril$'n'l ',Qnn. - SP~T'"S.
1001 Cabinets. closet organizers, shelves and other built-ins sholl
be os shown on plans and as arranged by owner.
1002 PREFABRICATED FIREPLACES:
A. Prefabricated fireplaces and chimneys may be constructed
u.ing 1I.lod and lablod zero-cl.oranco prefabricoled melal Iype
with triple wall stainless steel Chimney pipe enclosed in wood
.Iud wall and cha.e. In.lallalion .holl be elricliy in
accordance with the manufacturer! instructions and Section R1004.
B. All fireplac.. and .Iov.. .holl be .qulpped wllh 0 clo.able
source of outside air for combustion In accordance with Section
R 1 005. Duct shall be constructed of I'!:,::,n-combust!ble mateny1.
In add!tion. f1replClces must be equipped with a tight-filting
flue damper and glass or metal doors. 1003 site addresa: copy
R325.1.
.QJY1~ln'l Vifl.q - ...fr:t<.NIfAI
1501 GENERAL: All healing, venlilating, cooling and piumbing
components and installation sholl comply Chapters 11 through 32
and Appendix A, B, C and 0 and 011 other applicable regulations
theroin referenced.
1502 HVAC SYSTEM:
A. HVAC system sholl be an extension of existing. All equipment
.holl bo approv.d by Iho building official or sholl beor Ihe
label of an approved I..llng ogency and .hall be perman.nlly
lobeied o. noled in Soclion M 1303.
B. Sy.tem .hall bo d..igned and Inelalled by a qualified
contractor. Contractor sholl supply HVAC duct diagrams or
drawings and/or heat loss or energy use calculations, and
equipment .peclficollon., if r.quir.d by th. building official.
C. Tho tomperaturo of eoch HVAC zono ehall b. conlrolled by a
thermostat. All thermostats must be numerically marked and
capoblo of being set belween 55 and 75 degr.ee for healing-only
Ihermo.lale; b.lween 70 and 85 degr.e. for cooling-only
thermo.tols; and betwe.n 55 and 85 degree. for Ihermo.tale Ihot
conlrol bolh healing and cooling. Tho sy.lem conlrol muel hovo
a .wilch or olher mean. of .elling back or .hulllng off hoollng
and cooling during periods of reduced need.
D. Adjuslabl. regi.ters .or spoc. healers .hall bo in.talled In
all rooms except balhs. and utility area.
E. Ducts, plenums. returns and enclosures installed in
uncondllioned .poco .hall bo ineuloled 10 R-8. Ducl. .holl bo
sealed at all joints and corners (including prefabricated
joints), at junctions between outlet registers and interior
.urfoc.e, and at all ploc.. where the ducls penetrale Ihe
building envelope. No ducts shall be run In exterior walls.
F. Ducts penetrating the wall or ceiling separating the dwelling
from the garage shall be constructed and installed os noted in
Seclion R309.1.1.
G. Non-combu.llblo firo-.lopping eholl bo provided 01 011 gape
around mechanical lines at ceilings and floor levels.
H. 80th rooms shall be heated and ventilated with combination
heol.r/llght/fon wllh model 10 bo opproved by owner. Bolhroom
exhaust fans to have a capacity of at least 50 CFM, must exhaust
direclly 10 Ihe exlerior, and musl includo bockdroft dampers.
I. Kilchen .holl b. equipped wilh on exhou.1 fan with a capocily
of at least 100 ern. must exhaust directly to the exterior, must
Include a backdraft damper and must conform to the requirements
of .eclion M 1502 or M 1504.
J. Clolhe. dryor shall venl direclly to Iho exlorior of Iho
building envelope through a bock-draft damper and must conform to the
requirements of section M1501.
~1~lnN 1 RJ!n - ~11;"r:T.FIr:Al
A. All work shall meet the requirements and inspections of
Chapler. 33 Ihrough 42, Appendix Land Iho 2002 nallonal
electrical code.
8. Eleclrical syelom. ehall b. designed and inelalled by a
qualified contractor. Contractor sholl supply detailed plans,
calculations and specifications of all proposed equipment If
required by Ihe building official.
C. Wiring eholl bo done wllh 3-wire nonmelalllc cablo wilh all
oullel. properiy grounded. All wire. ehall bo coppor and none
.holl b. les. Ihon #14 gougo. Swilch.. and duplex oullel. .hall
be fir.1 grade. Swilche. .holl be .nenl Iypo.
D. Suitable connections shall be provided for all new electrical
outlets and fixtures as shown on the plans.
E. Smoko doloclors eholl bo in.lailod in.id. and ouleide of all
sleeping rooms and on each floor os noted in Section R317 and as
shown on plans.
F. Non-combu.llble fire-elopping sholl be provid.d 01 011 gop.
around electrical lines at ceilings and floor levels. Seal all
penetrations through the building envelope with caulking.
G. Wiring shall be installed in a manner to allow for as much
wall insulation as pos~ible.
H. Recessed lights installed In exterior vaulted ceilings
(wilhout on olltc space above) .hall bo ralod to allow direcl
contact with insulation.
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In OAR 952-001-001 u/through OAR 952-001.
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Date 1-21-05
Scale NOTED
PLOT Scale 1=120
Drawn TR
Jab 3701
Sheet
41
Of 4 Sheets
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