HomeMy WebLinkAboutBuilding Application 2003-4-8
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SPECIFICATIONS
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DIVISION OIOO-GENERAL
0101 CODES All constructton ml;!Thods, matenols and workmanship
shall comply with tbe 2003 EDITION OREGON DWELLING SPECIAL TY
CODE FOR ONE AND TWO F AMIL Y DWELLINGS comprISed 01 the 2000
Edition of Ice International Restqentlol Coda for One and Two
Family Dwellings with Oregan Amendments dated April I, 2003
Construction shall also comply w,th all City, County and
Federal codes, ordinances and regulatJOns as applicable
0102 PERMITS: The owner will proVide and pay far all permits and
fees except where other prOVISion IS made by contract
0103 UTILITIES' Owner to prOVide
0104 SUBSTITUTIONS Certam processes, types of equipment or kinds
of mateflals are speCified by ffianufacturer.s name, brand or
catalog number to establish a basIs of qualify or deSirability
for the purpose mtended ExclUSions of products of equal
quality or deSirability to those speCified IS not Intended
Sub-Contractors to secure approval of substitutIOns from owner
Submlf suffiCient Informatlon on speCifiC product or products
for evaluation Samples may be reqUired
0105 CHECKING Contractor shall verily and caordmate all dimenSions
and conditions on all drawings and at constructIOn Site before
proceeding DiscrepancIes are to be brought to the attention of
the owner, the deSIgner. and/or the engineer os approprlate, and
fully resolved before construction IS commenced
0107 CLEANING OF SURFACES All surlaces musl be clean and In good
conditIOn at job completion
0106 COOPERATION Contractor and subcontractors shalllully
cOQperate In carrymg Qut the work Contractor to do or be
directly responSible for all construction bracmg temporary
shOring. furring and bUilding In, and prOViding all openings.
chases, etc, reqUired by vaflous subcontractors Where work of
one subcontractor IS Installed over surfaces appl1ed by other
trades. the commencement of work by the first mentIOned
subcontractor constitutes acceptance Qf the surfaces, and cannot
be used for an excuse should subsequent failures occur
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DIVISION 0200 - SITE WORK
0201 EARTHWORK
A Excavations or fills shall be so constructed or protected
thaI they do nol endanger 1I1e or properly
B Remove trash, rubbish and other obstructions from site prior
to starting earthwork
C Do excavation work for structure and other work shown on the
draWings, carefully tflmmed to lines and elevations reqUired for
the ...ork Permanent cuts qnd fills shoJi not be steeper than 2
hOflzontal to I vertical unless approved by the buJldlng
offiCial
o Stockpile excavated material for backfill purposes at
approved locations Only clean, granular material IS acceptable
for re-use
E The bUilding offiCial may require a 5011 test to determine
the soli's characteristiCS
F Lot shall be prOVided "flth adequate drainage and shall be
graded so as to drain surface water away from foundation walls
Said grade shall fall a minimum of SIX Inches wlthm the first
ten feet, except as restricted by lot lines. slopes, ....alls. etc
where drams. swales or other approved means shall
be prOVided to ensure drainage away from structure
G A foundation penmeter drain shall be mstalled whIch will
dram roof discharge to a pOint at least five feet from the
foundation walls or to an approved system
0202 BACKFILLING
A Backllll adjacent 10 concrete walls shall nal be placed unt,'
the wall has suffiCient strength or has been suffiCiently braced
to prevent damage by the bad.flll
B 6efore placmg backllll, remove all screeds, screed stalles.
other wood. debfls and material subject to rot. corrosion or
subterranean termite attock
C Backfill mate"al sllall be clean and granular, placed In
6-Inch I,lls, and compacted
o Dispose of all unSUitable and excess mateflal off site
Conform to local laws and ordmances relatmg to waste disposal
on property of others
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DIVISIO~ 0300 - CONCR.ETj::
0301 GENERAL REQUIREMENTS'
A Concrete deSign, components, storage, mixture. placement and
relnfarcemenl shall conlarm 10 Chapter 4
B Protect all concrete from damage and use speCIal care on all
ex.posed concrete to prevent stamlng or dIscoloratIon
C Damaged concrete sholl be repaired, or removed and replaced
With new concrete at the discretion of the owner
o Form all concrete surfaces, except bottom of footings and top
01 slabs
E Footings shall be placed on undisturbed sailor compacted
till All 1111 male"als shall be Iree 01 vegelallan and
foreign material A Salls investigation report and a report of
satisfactory placement of fill shall be submJtted to the
bu,ldlng oll,clal deSCribing fills greater than 4" th,ck which
will be used to support the foundations of any bUildIng or
strucfure Except where approved. fill depths under slabs shall
not exceed 24" for clean sand or gravel and all for earth
F Stepped footings are reqUired where the ground surface slopes
more than one foot In ten feet
G Remove all foreign matter and 't'ct down soli before placement
of concrete
H Isalallan JOints shall be prOVided between all slabs and
taundatlon wails. uSing (2) th,cknesses 01 30# bu,'der's lell or
3/6" asphall Impregnated sheeting
0302 FORMWORK
A Farms shall be substanllal, sulllclently tight and properly
braced 10 prevent leakage and malnlaln poslt,an and shape
B Farms and sharing shall not be removed until the structure
has sulllc,enl strength to support safely Its welghl and all
loads placed thereon
0303 REINFORCEMENT,
A Use only new, clean stock, free from rust, scale. grease and
olher coatings Reier to ACI 3IB-77
B Relnlorcemenl shall conlarm to ASTM A-615 With detarmat,ans
to ASTM A-305, Grade 40
C Remforcement SIZes and locations shall be as shown on plans
or as noted below.
SPLICE LAP LENGTH
Bar Size Concrete
'13 11-6"
'# 4 21-0'1
If 5 2'-6"
Masonry
21-0"
2'-611
3'-011
CONCRETE COVER
3" Concrete depOSIted against earth
211 Formed concl ete agamst earth
3/4" To top of slab on grade
D A grounding electrode system shall be mstalled as noted m
E3507 and E3506 and must be coardlnaled With the electneal
contractor
0304 CAST -IN-PLACE CONCRETE
A Basement walls and foundatIOns not exposed to weather and
basement slobs and mtenor slabs on grade, except garage floor
slabs, shall be 2500 pSI compressive strength concrete at 26
days
B Porches, carport slabs and steps exposed to the weather.
basement walls, foundation walls. exterior walls, and other
vertical concrete work ex.posed to the weather and garage floor
slabs shall be 3000 pSI compreSSive strength concrete at 26
days
C 3000 pSI concrete and other concrete which may be subject to
freezmg and thawmg durmg construction shall be air
entrained Total OIr content (percent by volume of concrete)
shall be not less than five per cent or more than seven per
cent
D The minimum cement content of concrete mudures for exterior
parches, carporl slabs and sleps thaI w,lI be exposed to
freeZing and thaWing m the presence 01 deiCing chemicals shall
be as specllled In ACI 316
E The lop surlace 01 011 footmgs shall be level The bottom
surface of footmgs may hove a slope not exceeding I In 10
Footmgs shall be stepped where It IS necessary to change the
elevation of the top surface of ihe footings or where the slope
01 the baltom surlace 01 the looting Will exceed 110 10
F Fmlshmg (vertical surfaces) Correct all aggregate pockets
and other defects Grmd off fms and projections and remove
stams Exterior surfaces of foundation walls enclosmg hvmg
space or storage below finished grade shall be dampproofed usmg
llThoroseal Foundation Coatmgll or equal
G Fmlshlng (slabs)' Surlace Ilnlshes shall be an plans Areas
noted "Brush Fmish" shall have 1/811 high attenuatIOns, wlfh
paltern and style as approved by the owner
0305 EMBEDMENTS'
A Anchor bolts altachlOg mud Sills 10 concrete loundatlans,
shall be one-half Inch dlOmeter spaced at SIX feet maximum on
center. and extend at least seven Inches mto the concrete
There must be an anchor bolt "'Ithm twelve Inches of each corner
and each piece 01 s,lI shall have at least Iwa bolls
a Post boses. hold-downs. vents, door openings and condUits
shall be located accurately as shown on plans
DIVISION 0600 - CARPENTRY
'0601 GENERAL:
A All structural dimenSion lumber shall be graded and marked as
noted In Sect,on R502 and R602
B Approved end- JalOted lumber may be used IOterchangeably w,th
solid-sawn members 01 the same specIes and grade
C All structural lumber SIZes have been des'gned uSlOg WWPA
gradlOg rules II these members bear the stamp 01 a dlllerenl
gradlOg agency, adjustments to Sizes may need to be made
0602 POSTS Pasts and columns shall be Douglas Ilr/Larch, Grade
Selecl Structural F 0 H C Posts shall be pressure treated II
~ so noled on plans
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0603 BEAMS, HEADERS AND STRINGERS All members 2" to 4" thick and 5"
or more \lJlde shall be Douglas fir/Lorch. Beams and Stringers
Class, Grade #1 All 6" thick members shall be Douglas
fir/Lorch. Seams and Stringers Class, Grode Select Sfruclural
All door and wmdow headers sholl be 4x6 minImum unless noted
otherWise Glued-laminated timbers shall be 24F-V4, Dl/ grade
at s,mple spans and 24F-V6, DI/ grade at cant,levers or multiple
supports unless noted olh€lr\lllSe
0604 STUDS Studs shall be Douglas IIr/Lorch. Grade {f2 at all load
bearing walls wJth size and spacmg as shown on plans Utlllfy
grade lumber may be used II spaced per Table R602 3(5) Cripples
under headers sholl be contmuous to sole plate Top plates In
load-bearmg walls shall be doubled With JOints offset 48"
minimum Block all stud walls where required for sheathing
Align load-bearing studs as noted In Section R602 3 3 In tenor
nonbearmg partitIOns may be capped With a smgle top plate
Foundation crIpple walls shall be constructed as noted m
Section R602 9 All wood members In contact With concrete shall
be pressure treated
0605 JOISTS Floor and ce,hng JOiStS shall be Douglas IIr/Larch,
Grade 112 All flm JOISts and end JOists shall be caulhed In
place during frammg Double all end JOists and all JOISts
under parallel bearmg partitions Lap JOists 611 minimum at
Intenor beaflng supports where pOSSible, otherWise prOVIde
1_1/211 minimum beaflng on wood or metal supports and 3" on
masonry or use approved JOist hangers Floor openIngs shall be
Iramed as noted In Section R502 10
0606 RAFTERS Rollers shall be Douglas IIr/Larch. Grade {f2 w,th SIZe
end spacing as shown on plans All rafters shall be notched to
prOVide full beaflng at supports
0607 TRUSSES Manufacturer of wood floor or roof trusses shall
supply caples of truss deSign draWings and calculatIOns to the
bUilding offlclOl and owner Trusses shall be deSigned per sechon
R502111 by a regestered profeSSIOnal DeSigns drawings sholl tnclude
all mlarmatlan noted In seclians R502 1\ 4 and R602 10 I
Trusses sholl be Installed wl1h all fasteners hangers and braCing
as required by the manufacturer Truss members shall not be drilled,
cut, notched or altered In any manner unless so deSigned
*** NOTE ***
BUILDER IS STRONGLY CAUTIONED TO
VERIFY ALL TRUSS DIMENSIONS INCLUDING
EXACT SLOPE, REQUIRED HEEL HEIGHT,
OVERHANG CONDITION AND SPECIAL LOADING
TRUSS DIMENSIONS SHOWN IN THESE PLANS
ARE INTENDED TO 6E APPROXIMATE ONLY
0606 SHEA THING Raol and wall sheathing ,hall be 7/16" Oriented
Strand Board (OSB) or 1/2" CDX Plywood With lace grain
perpendicular 10 supports and staggered Jomts Floor shea1hlng
shall be as shown on plans All structural sheathmg shall be
graded and marked as noled In Sect,an R503 21, R503 3 I. R604
or R605 If reqUired, diaphragms and shear 'Nalls shall be
constructed as reqUIred by the engineer or as shown on plans
0609 STRESSED SKIN PANELS shall be shipped, stared handled and
Installed per the manufacturer's instructIOns
0610 SOLE PLATES Sale plates In contact "th concrete shall be
pressure treated douglas fir/Larch
0611 NAILING All na,lIng shall be as noted 10 Tables R6023(1) and
R6023(2) Melal connectors shall be IQ,talled w,th 01\ nalls,
bolts or other fasteners as reqUired by manufacturer
0612 BRACING Wall and Cripple wall braCing shall be prOVided as per
Section R602 9 and R602 10
0613 METAL CONNECTORS Simpson strong tie, or approved equal
0614 BLOCKING Full depth solid blacking 01 'Jllllty grade lumber 's
required at all bearmg walls and at the bearIng pomts of all
JOISts and raf1ers Cross blldgmg betll/e"," 2xl4 and larger
rot1ers and 2xl2 and larger jols1s IS reqUired at 10'-0" 0 C
maximum BraCIng behteen roof or floor trusses shall be
Installed as reqUired by manufacturer
0615 NOTCHING Notching, cutting and drilling 01 st"ds. plates,
Ja,sts or ratters shall canlarm 10 Sect,o", R502 6. R602 6,
and R802 7
0616 DRAFTSTOPPING Draftstopplng and Fire Blacking shall be
constructed and Installed as reqUIred by SadlOn R502 12 and
R602 6
0617 FltJlSH CARPENTRY
A Stairways shall be constructed as sholtO on plans and as noted
In Sechon R314
8 Handrails and guardrails shall be constructed as shown on
plans and as noted In Secllons R315 and R316
C Wood or hardboard paneling shall conform to Section R702 5
0616 INTERIOR WALL COVERING
A All mteTlor sfructural components shall comply With the
Department of HOUSing and Urban Development (HUD) formaldehyde
emiSSion standards (#24 CFR part 3260) 01 2 ppm (parIs per
million) for plY'llood and 3 ppm for particle board Plywood or
par11cle board stamped" meets HUD requlrements" or "HUD
approved" etc shall be acceptable lnfenor grade plywood,
'Nofer board, partIcle board, and oTlanted :::trand board made With
phenOl-based resms and stomped lIExposure III shall be
acceptable Exierlor grade componenis (node WIth phenOl-based
reslOS and stamped IlExterlorll sholl be ac:sptoble
8 All gypsum board jomts and ImperfectlcJns shall be filled and
taped
C All surfaces shall be sanded for pamt or wallpaper or
textured as speCified by owner
o All exposed mterlor gypsum board corners shall be remforced
With metal edge trim
E Gypsum board shall nol be Inslalled until weather pralectlan
IS prOVided
F Gypsum board, support spacmg and the size and spacIng of
lasteners shall comply With Sechon R7023
G Garages shall be completely separated Irom reSidence and Its
alllc With 1/2" gypsum board applied to th. garage Side All
structure supporting a floor-ceiling separcllon shall be covered
With 1/2" gypsum board
0619 EXTERIOR WALL COVERING Siding shall be as shawn on
plans and cantarm to Section R703 With altachmenl per Table
R7034 unless noted otherWise Panel type sldmg shall have
shlplapped vertical JOints over frammg members and flashed or
lapped hOrIZontal Joints
0620 ATTIC ACCESS' A read,'y acceSSible lramed attic access hatch at
not less than 22 Inches by 30 Inches sholl be prOVided to any
attic area haVing a clear height of over 30 mches
DIVISION 0700 - THERMAL AND MOISTURE PRDTECTION
0701 GENERAL
A The conditioned spaces of these plans are mtended to comply
With Prescrlpf1ve Compliance Path I 01 Table NII041(1) unless
noted otherWise
B All msulatmg materials to comply with Sections R320 and
NIID4
C All insulation shall be applied uniformly and In a manner to
prevent compreSSion Insulation shall be split evenly around
pipes. Wires, ducts or other obstructions and cut m around
outlet boxes
o Exterior Jomts around wmdows and door frames, between wall
cavities and wlOdow and door frames. between wall and
foundation, between wall and roof. betwe~n wall panels. at
penetrations or utility services through wails, floors and roofs
and all other openmgs m the extenor envelopes shall be
caulked, gosketed, weather-stnpped or otherWise sealed
0702 FLOOR INSULATION
A 211 thick (R-15 mmlmum) extruded polystjrene foam Insulation
(approved for under slab use) shall be mstclled around entire
perimeter 01 monolithiC floor slab In all healed areas The
insulation shall exlend downward tram the top 01 the slab 10 the
ballam 01 the th,ckened edge The msulatlOn shall be protecled
as shown on plans to a minimum of 6" bela'll grade The complete
area under slob shall be covered WIth 6-mll polyethylene or
approved equal
B 211 thick (R-15 mlOlmum) extruded polys1yrene foam insulation
(approved for under slab use) sholl be Installed around entire
perlmeler 01 floating floor slab In all heated areas The
Insulation shall extend downward from the hp of the slab for 0
mmlmum distance of 2411, or downward to the bottom of the slab,
then hOflzontally beneath the slab for a minimum total distance
of 24". The complete area under slab and under IOsulatlon shall
be covered With 6-mll pOlyethylene or approved equal
C R-25 Ilberglass ball insulation. supparled by lath or
corrosion-proof ...Ire, shall be mstalled flush under floors over
all crawlspaces Support system (wood lath, corrOSion-resistant
wire. or rot-resistant twme) IS reqUired to hold msulatlon In
place Without compressing It Use baffles if reqUired to
mamtaln clearance around crawl space venti Install I perm
maximum kraft paper vapor retarder between 2x deckmg and
underlayment Separate vapor retarder IS not reqUired In 1100rs
constructed \\11th plYWOOd or aSB sheathmg Ground cover of
6-mll black eolyethylene wilh JOints lapped la" minimum and
turned up 12' at edges Is reqUired at all crair'1 spaces
0703 WALL INSULATION
A (R-21) Krall laced (I-perm dry cup maXimum) high denSity
flberglassbatt insulation shall be face stapled to inSIde
(warm) surface 01 studs in 011 walls separating heated from
unheated spaces
B (R-21) Fire-rated lOll-laced high dens'ty fiberglass batl
insulation shall be mstalled inSide below grade concrete walls
enclOSing heated spaces Insulation shall be face stapled to
2x4 framed mterlor finish wall held In from concrete wall so
that insulatIOn does not contact concrete Insulation must
extend Irom the bollom 01 the above-grade subflaor to the lop 01
the belo...-grade finished floor The rim jOlst'area must be
Insulated
0704 CEILING INSULATION
A (R-3B) Fiberglass ball or loose tlllllbergloss, cellulose or
rock wool Insulation shall be Installed on flat ceilings Loose
till Insulaffon may be used only where raol slope 's 4/12 or
greater and headroom at ridge Is at least 44 Inches Loose fill
105ulotlon must be Installed per label indIcations of pounds
reqUired per square loot or bogs per 1000 square teel
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B [R-30) Foil taced i,berglOss bolt IIlSUI"tlan ,hall be
Installed on sloped ceUlng~ constrll....ted vIlh f?lngle rafters
C (R-30) Kra1t faced fiberglass paft tn~ulatlOn sholl be
Installed on Ladings \/llh CJ dope of gieofer 1hon 2/12 and on
attic spuce above
D (R-30) l case fill tIUf(r9Io.l'2s, celll.llo~e Qr j odt wool
insulation may be used on sloped cSllln,s prOVided slope IS 2/12
or less and headroom (It fldge IS at least 44 Inches Loose fill
msulatlon must be Installed per label indications of pounds
reqUired per square loot or bags per 1000 square leet
E (R-21) Fall laced Ilberglass bat! insulation may be Installed
In partially vaulted ceIlings and ceJimgs toiallng not more
than 150 square feet In area for dormers, bay Windows, etc
Space must be filled (except for reqUired ventilation space) and
a 05 perm (dry cup) vapor retarder mstalled on warm
(In wmter) Side
F All cellmgs Without an attic space above shall hove 0 vapor
balrfJer "'Ith a maxImum 0 5 perm rating
G All attic Qccesses and sl1:yllght wells shall be Insulated to
the same R-value as the surroundmg ceiling AttiC access
hatches shall be weather-stripped
H Rigid, weal her-resIStant ballles shall be Installed to
deflect soffit ventilation air above insulation and to keep
inSUlation clear from attic hatches Non-combustible baffles
shlall be Installed to provIde 3" clearance around flues, metal
chumne}'s, gas vents or fixtures that reqUire clearances or
ventllatlon for fire safety
0706 ROOFING
A Roofing materials and applicatIOn to comply wllh Chapter 9
B Roofing shall be applied with all flashing and acceSSOfJes
recommended by manufacturer or as requlfed for a Vr'atertlght
assembly Finish rooflOg materlals shall be approved by owner
C Gutters shall be Installed at lower edge 01 all roal slopes
DOlwnspouts from gutters to discharge Inio stormwater dram
O\Wner to approve style and color
0707 VENTILATION
A Screened soffit, eave, fJdge or roof jack vents shall be
sUjpplted as shown on plans With a minimum ratio 01 net vent
op enmg to ventilated area of I to 150 RatIO may be reduced to
Ita 300 If vents are arranged as noted In Section Re06 Screen
sh all have lie" minimum to 1/ 411 maXlmlffi square openings of
corrosion resistant \IIlre
B Crawl space shall be ventilated by means of screened openings
thlrough foundation stem walls os shown on plans Total net
op enlng and arrangement of vents shall be as noted In Section
R4081 Screen shall have 1/6" square opemngs of
corroslon-re-sls1ant wire or ano1her material os noted m
Sect,an R406 2
0706 MUD SILL. Bath top and bot!am 01 mud Sill shall be caulhed or
ga's~,eted
0709 THERMAL BREAK Concrele slabs on grade In candll1aned spaces
shall be thermally broken from slabs In adjacent unconditioned
sp aces
DIVISION 0800 - DOORS, WINDOWS AND GLASS
0601 DOORS
A Door sizes shall be as noted on plans, 'Wlfh type, finishes
and hardware as selected by owner All egress doors shall be
readily openable from the Side from whIch egress IS to be mode
Without the use of a key or speCial knowledge or effort
B Exterior doors (except mom entry door) to have a maximum
020 U-Value One door (28 square feet maximum) to have
a maximum 054 U-Value All exterIor doors to have an air
leakage ratmg of 037 cfm maximum per square foot of door
area All exterior doors shall be I 3/4" thlclt mmlmum and be
weather-stripped (do not use St1chY back 100m)
C Doors \tilth glazing of 25 square feet or larger and sliding
gloss doors sholl be tested and certified os noted in
Section R613
o Openings between garoge and reSidence shall be eqUipped wllh
solid wood or honeycomb core steel doors no1 less than I 3/8"
thick or 20-mmute fire-rated doors
fire-rated doors
E Hmged shower doors shall open outward
0602 WINDOWS
A Wmdaw brand and style ,hall be as directed by owner SIZes
shlall be as noted on plans NOTE Sizes of Windows shown on
pllans ore nominal only Venfy rough opening required before
framing
B All Windows shall be double glazed IIl1th a maximum 040
U-Value and shall meet the fenestratIOn requIrements of Section
NI'I046 AIi Windows shall be tested and cerf1I,ed as noted In
Section R613 All Windows must be labeled w,th U-Val"e or
U-Value class except as noted In SectIOn NII04 4 I
D Sleeping rooms shall have at least one openable egress window
or door as shown on plans and as reqUIred by SectIOn R310
NIDTE Sizes of Windows shoun on plans are nommal only Verify
CLLEAR OPENING dimenSions for egress Windows as reqUired by code
E Windows shall be set onto a bead 01 ca"lIdng
F Skylights sholl be constructed of double glaZing, wJth lOner
pane fempered In a metal frame or as noted 10 Secflon R30a 6
WIth a maximum 050 U-Value Skyllght area shall be not more
thlon 2. per cent of heated floor area
G Glass dool s and enclosures for showers, t.ot tubs. whirlpools,
SQJunas steam rooms and bathtubs. fIxed, $\II1091n9 or slldmg
g1l0zmg In doors and storm doors, and all glazmg and mirrors
wllthm 2411 of doors or WI1hln ISII 01 floors. and all glazmg In
ralllmgs andglazlOg used In barrIers around sWlmmmg pools and
spas shall be tempered and permanenily marked per Section R3081
E~ceptlans are noted In Section R30B I, R306 II AND 3064
DIVISIOIN 0900 - FINISHES
0901 \GENERAL'
A_ All mteflor finishes and matenals to conform to SectIOns
REI9 and R702 Wall and ce,ling Ilnlshes shall have a
fllOme-spread class,l,catlOn 01 nol greater than 200 except as
noled 10 Sect,an R3191 and a smoke dens,ty not greater than 450
B All exle"ar tlnlshes and mate"als shall conform to Seclian
R703 and Table R703 4
0902 INTERIOR PAINT Latex palnl With colors shall be approved by
o-wner
0903 EXTERIOR PAINT Latex or stain With calor to be approved by
owner
0904 OTHER WALL FINISHES Contractor to coordinate With owner where
wlolI paper, panelmg. or wamscottmg are deSired
0905 FLOOR FINISHES
A Carpet shall be praless,onally Installed with pad. lack strip
and metal tflm as required Carpet and pad shall be approved by
o\Wner
B__ Cushion vmyllype sholl be approved by owner
nlVISION 1000 - SPECIAL TIES
1001 Cabinets. closet organizers, shelves and other bUilt-inS sholl
be as shown on plans and as arranged by owner
DIVISION 1500 - MECHANICAL
1501 GENERAL All healing, ventilating. coaling and plumbing
components and installation shoJI comply Chapters II through 32.
and Append,x A. B. C and D and all ather applicable regulaf1ans
therem referenced
1502 HV AC SYSTEM
A HV AC system shall be an extension of the eXisting system
All eqUlpmenl shall
be approved by the bUilding oll,clal or shall bear the label 01
an approved testing agency and shall be permanently labeled as
noled In Section MI303
B Syslem shall be deSigned and Installed by a qualilled
contractor Contractor shall supply HVAC duct diagrams or
drawmgs and/or heat loss or energy use calculatIOns. and
equipment speCificatIOns, 11 reqUired by the bUilding offiCial
C The lemperature 01 each HVAC zone shall be cantrolied by a
thermostal All thermastals musl be numerICally marked and
capable of being set between 55 and 75 degrees lor heating-only
thermostats, between 70 and 65 degrees for cooling-only
thermostats, and between 55 and 85 degrees for thermostats that
control both heafmg and cooling The system control must have
a SWitch or other means of settmg back or shutting off heatmg
and coolmg durmg periods of reduced need
o Adjustable registers or space heaters shall be mstalled 10
all rooms except baths and utility area
E Ducts, plenums, returns and enclosures Installed 10
unconditIOned space sholl be Insulated to R-8 Ducts shall be
sealed at all Jomts and corners (mcludlng prefabricated
jomts), at Junctions between ouilet registers and mteflor
surfaces, and at all places where the ducts penetrate the
bUlldmg envelope No ducts shall be run In exterior walls
F Ducts penelratlng the wall or ce,'mg separating the dwelling
from the garage shall be constructed and Installed as noted m
SectIOn R309 II
G Non-combustible flre-stoppmg shall be prOVided at all gaps
around mechanical lmes at cellmgs and floor levels
H Bathrooms shall be heated and venltlated With combination
heater/light/tan w,th model to be approved by owner Bathroom
exhausl Ions to have a capac,'y 01 atleasl 50 CFM. must exhaust
directly fa the extenor, and must Include backdraff dampers
I Kitchen shall be eqUipped With an exhaust fan with 0 capaclfy
of 01 least 100 CFM, must exhaust directly to the exterior, must
Include a backdroft damper and must conform to the requirements
01 section MI502 or MI504
J Clothes dryer shall vent d"ectly to the exlerlor 01 the
bUlldmg envelope through a bock-draft damper and must conform to the
requirements of section MI501
1503 PLUMBING
A Plumbmg Installation shall be In accordance wl1h
Chaplers 25 thru 32
B System shall be deSigned and Installed by a qualified
~ontraclor Cantraclor shall supply delalled plans,
c'alculailons and speCifications of 0\1 proposed equIpment If
r equ"ed by BUlldmg OffiCial
C WASTE AND VENT SYSTEM ABS or PVC plastiC
D WATER PIPING Copper tubing
E All appliance models, styles, colors, etc shall canlarm
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to Chapter 27 and ~~ approved by owner
F All to,leis "'~II ~. 16 gallons por flush maxllnom
G All showers iii11'iJll hove 900 sq Inches mll1lmum floor area
and must be largt;!: ~nough to enclcse a oole diameter CIrcle
H All shower h~uds bllol1 ue 2 5 gallons per mmuh maximum
I ,011 mferlor TO~j~(,.TP shoJI be 25 gallons pj:lr mmute maximum
J Nan-combustible fire-stopping shall be prOVided at all gaps
around plumbing Imes at cellmgs and floor levels Seal 011
penetrations through bUlldmg envelope With caulking
K All water pipes shall be msulated In accordance With
sectIOn NII06
DIVISION 1600 - ELECTRICAL
A All work sholl meet the requirements and inspections of
Chapters 33 through 42, AppendiX L and the 2002 notional
electrIcal code
B Electrical systems sholl be deSigned and Installed by a