HomeMy WebLinkAboutBuilding Application 2003-7-21
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BUILDING SPECIFICATIONS
E The bUilding offIcIal may require a 5011 tesf to determme
the sOllls char'Dctenstlcs
F Lol shall be prov,ded wlfh adequate drainage and shall be
graded so as to drain surface water away from foundation walls
Sa,d grade sholl loll a mln,mum of SIX Inches w,thln the Ilrst
ten feet, except os restricted by lof Imes where drams sholl
be prov,ded
G A foundatlo n perimeter dram shall be Installed which Will
dram roof discharge to 0 pomt at least five feet from the
foundation walls or to an approved system
0202 BACKFILLlNIG'
A Backf,ll adJ,"cenl to concrete walls shall nol be placed unt"
the wall has SliJfflClent strength or has been suffiCiently braced
to prevent damage by the backfill
B. Before plaCing backfill. remove all screeds. screed stokes,
other wood, debriS and maferlal subject to rot. corrosion or
subterranean 1termJte attack
C Backfill material sholl be clean and granular. ploced ,n
6-mch lifts. amd compacted
o Dispose of 011 unsuitable and excess matenal off site
Conform to loc::allaws and ordinances relahng to waste disposal
on property of others
OIVISION DIDO-GENERAL
0101 CODES' All construction methods, materials and workmanship
shall comply wlih STATE OF OREGON 2000 EDITION ONE AND TWO
F AMIL Y DWELLING SPECIALTY CODE comprISed of the 199B Ed,tton 01
ICC Internat,onal One and Twa Fam,ly Dwelling Code w,th Oregon
Amendments dated April I. 2000
0102 PERMITS The owner w,lI prOVide and pay lor 011 perm,ts and
fees except where other provIsion IS made by contract
0103 UTILITIES Owner ta prOVide
0104 SUBSTITUTIONS: Certain processes, types of equ,pment or kinds
of matenals ore specified by manufacturer's name. brand or
catalog number to establish a baSIS of qualify or deSirability
lor fhe purpose Intended Exclus,ons 01 products of equal
quality or deSirability to those speCified IS not mtended
Sub-Contractors to secure approval of Substitutions from owner.
Submit suffiCient mformatlon on speCifiC product or products
for evaluation Samples may be reqUired
0105 CHECKING: Contractor shall verify and coordinate all d,mens,ons
and conditions on all draWings and at construction slfe before
proceedmg Discrepancies are to be brought to the attention of
the owner. the deSigner, and/or the engmeer as appropriate, and
fully resolved before construction IS commenced
0107 CLEANING OF SURF ACES: All surfaces must be clean and In good
condition at job completion
OIOB COOPERATION Contractor and subcontractors shall lully
cooperate In carrymg out the work. Contractor to do or be
directly responSible for all construction braCing, temporary
shoring. furring and buildmg 10. and provldmg all openings.
chases. etc. required by various subcontractors Where work of
one subcontractor IS mstalled over surfaces applied by other
trades, the commencement of work by the first mentioned
subcontractor constitutes acceptance of the surfaces, and cannot
be used for on excuse should subsequent failures occur
DIVISION 0300 - CONCRETE
0301 GENERAL REQUIREMENTS
A Concrete deSign, components. storage, mJ)dure~ placement and
reinforcement shall conform to Chapter 4
B Protect 011 concrete from damage and use speCial care on all
exposed concrete to prevent stamlng 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 slabs
E Foolings shall be placed on und,slurbed sool or compacted
f,ll All fill malerlals sholl be Iree of vegetat,on and
foreIgn material A SOils investIgatIon report and a report of
saltsfactory placement of f,ll shall be subm,lted to the
building offlclcul descrlbmg fills greater than 4" thick which
Will be used to support the foundations of any bUilding or
structure Except where approved. I,ll depths under slabs sholl
not exceed 24" for clean sand or gravel and SW for earth
F Stepped footings are required where the ground surface slopes
more than one foot In ten feet
G Remove 011 foreign matter and wet down sod before placement
of concrete
H. Isolat,on joints shall be prOVided between all slabs and
foundation walls, uSing (2) thIcknesses of 30# bUilder's felt or
3/8" asphall impregnated sheeting
0302 FORMWORK
A Forms shall be substant,al. sUfflc,ently ltght and properly
OIVISION 0200 - SITE WORK
0201 EARTHWORK:
A Excavations or fills shall be so constructed or protected
that they do not endanger Itfe or property
B Remove trash, rubbish and other obstructions from Site prior
to starling earthwork
C Do excavafJon work for structure and other work shown on the
draw lOgs. carefully trimmed to lines and elevations required for
the work Permanent cuts and fills shall not be steeper than 2
hOrIZontal to I verl,cal unless approved by the bu,ldlng
offICial
o StockpIle excavated material for backfill purposes at
approved locations Only clean. granular material IS acceptable
for re-use.
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VICINllY MAP NO SCALE
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braced to prevent leakage and mamtam pOSition and shape
B Forms and sharing sholl nat be removed unt,l the structure
has suff,clent strength to support safely ,ts we'ghl and all
loads placed thereon
0303 REINFORCEMENT:
A Use only new, clean stock, free from rust, scale. grease and
other coa!Jngs ReIer to ACI 318-77
B Relnlorcement shall conform to ASTM A-615 w,th deformat,ons
ta ASTM A-305, Grade 40
C Remforcement sizes and locations shall be as shown on plans
or as noted below:
F Fmlshlng (vertical surfaces): Correct all aggregate pockets
and other defects Grmd off finS and projections and remove
stams. Exterior surfaces of foundation walls enclOSing hvmg
space or storage below finished grade shall be dampproofed usmg
'IThoroseal Foundation Coating" or equal
G Flnlshmg (slabs), Surface finIshes shall be on plans Areas
noted IIBrush FInish" shall have I/S" high attenuations. wl1h
pattern and style as approved by the owner
0305 EMBEDMENTS'
A Anchor bolts attaching mud Sills to concrete foundations.
sholl be one-half lOch diameter spaced at SIX feet maximum on
center. and extend at least seven mches IOta the concrete
There must be an anchor bolt Within twelve Inches of each corner
and each piece of Sill shall have at least two bolts
B Post bases. hold-downs, vents. door openmgs and condUits
shall be located accurately as shown on plans
SPLICE LAP LENGTH
Bar SIze Concrete
#- 3 1'-611
'# 4 2'-0"
-# 5 21-6"
Masonry
21-011
2'-6"
3'-0"
OIVISION 0500 - METAL
0501 BOLTS' ASTM A-307 Heavy hex-head w,th heavy hex nuts and
hardened flat washers unless noted otherWise Fosteners. except
one-half-lOch diameter or larger steel bolts. used for pressure
preservative or fire retardant-treated wood shall be hot-dIpped
galvanized steel. stamless steel, SIlicon bronze or copper
0502 STEEL ASTM A-36
0503 MISCELLANEOUS SHEET METAL Galvanized 26 gauge steel Exterior
openings exposed to the weather shall be lIashed waterproof
0504 Fasteners, except one-half-lOch diameter or larger steel bolts,
used for pressure preservative or fire retardant-treat ed wood
shall be hol-dlpped galvanIZed steel, stalOless steel, s,ll,con
bronze or copper
CONCRETE COVER
3" Concrete depOSited ogalnst earth
2" Formed concrete agamst earth
3/4" Ta top of slab on grade
D A groundmg electrode system shall be Installed os noted m
Section 4034 and 4108 and must be coordlOaled With
electrical contractor.
0304 CAST-IN-PLACE CONCRETE
A Basement walls and foundaflons not exposed to weather and
basement slabs and interior slobs on grade. except garage floor
slabs, shall be 2500 psi compresSIVe strength aoncrete 01 26
doys
B Porches, carport slabs and steps ex.posed to the weather.
basement walls, foundation walls. t.lxterlor walls. and other
vertical concrete work exposed to the weather and garage floor
slabs shall be 3000 ps' compreSSIVe strength concrete at 28
days
C 3000 ps' concrete and other concrete wh,ch may be subject to
freezmg and thawmg durmg constr'Jctlon shall be alf
entramed Total air content (percent by volume of concrete)
shall be not less than fIve per cent or more than seven per
cent
o The minimum cement content of concrete mixtures for exterior
porches. carport slabs and steps that w,ll be exposed 10
freeZing and thawmg In the presence of del ClOg chemicals shall
be as spec,lled 10 ACI 318
E The top surface 01 all 100tlOgs shall be level The bottom
surface of fooflngs may hove a slope not exceedmg I In 10
Footmgs shall be stepped where It IS necessary to change the
elevation 01 the top surface of the footlOgs or where the slope
of the bottom surface of the 1001lOg w,lI exceed IIn 10
DIVISION 0600 - CARPENTRY
0601 GENERAL
A All structural dim ens, on lumber shall be graded and marked as
noted ,n Sect, on 502 I, 502 II. 602 I and B02 I
B Approved end-JOinted lumber may be used Interchangeably With
solid-sawn members of the some species and grade
C. All struatural lumber SIZes have been des'gned uSing WWP A
gradlOg rules If these members bear the stamp of a different
gradmg agency. adjustments to Sizes may need to be mode
0603 BEAMS. HEADERS AND STRINGERS: All members 2" ta 4" th,ck and 5"
or more Wide shall be Douglas fir/Larch, Beams and Strmgers
Closs, Grade #1 All 6" th,ck members shall be Douglas
fir/Larch. Beams and Strmgers Class. Grade Select Sfruatural
All door and Window headers shall be 4x6 mlOlmum unless noted
otherWise Glued-Iammated "mbers shall be 24F-V4. Df/ grade
unless noted otherWise
0606 RAFTERS: Rafters shall be os shown on plans
060B SHEA THING: Roof sheathing shall be 7/16" Oriented
Strand Board (OSB) or 1/2' CDX Plywood w,th face gram
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REVISIONS
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BY
re, pendlcular to supports and staggered Jomts All structural
i:heathmg sholl be graded and marked os noted In Section
[;03 2 I, 50331, 611 or 612 II reqUired, d,aphragms and
~,~ear walls shall be constructed as reqUired by the engineer
or os shown on plans
0611 IjAILING All nailing shall be as noted m Tables 6023(1) and
(023(2) Melal connectors shall be mstolled With all na,ls,
Dolts or other fasteners as reqUired by manufacturer
0613 METAL CONNECTORS: S'mpson strong t,e, or approved equal
0614 BLOCKING: Full depth solid blockmg 01 ut,lity grade lumber IS
roqulred at all bearing walls and at the bearmg pomts of all
JOIStS and rafters Cross brldgmg between 2xl4 and larger
r'Jlters and 2xl2 and larger JOISts,S reqUired at 10'-0" 0 C
maximum Bracmg between roof or floor trusses shall be
IlIstalled os reqUired by manufacturer
0615 NOTCHING Notchmg, cuttmg and drilling of studs, plates.
.,lsls or rafters shall conform to Sections 5026, 6026.
Illd 802 6
DIVISIJN D700 - THERMAL AND MOISTURE PROTECTION
0706 ROOFING'
J\ RooflOg mateflals and application to comply With Chapter 9
e Roofmg shall be applied WIth all flashmg and accessories
,ecommended by manufacturer or as reqUired for D watertight
,<s.c;embly Fmish roofmg materials sholl be approved by owner.
I Guilers shall be mstalled allower edge 01 all roof slopes
UfJViIlSpouts from gut1ers to discharge mto sformwater dram
l'wner to approve style and color
OIVIS';)N 1600 - ELECTRICAL
'.\ All work shall meet the requirements and inspections of
.hopters 15 and 39 through 4B and the 2000 Eleatnaal
SpeCialty Code
13, Electnaol systems shall be deSigned and Installed by a
Ijllohfled contractor Contractor sholl supply detailed plans,
,;olculatlons and speCificatIons of all proposed equipment If
,equlred by the bUlldmg offlc,al
r W'''"g shall be done w,th 3-wlre nonmetallia cable w,th 011
I)utlets properly grounded All wires shall be copper and none
cliall be less than #14 gauge SWitches and duplex outlets shall
I e Ilrst grade SWitches sholl be Silent type
f), SUitable connections shall be prOVided for all new electflcal
t'utlets and fixtures os shown on the plans
MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property Llnes
-Front yard to House 10 feet
-Flont yard to Garage 18 feet
-Slde yard to House or Garage
-Rear yard to House or Garage
5 feet
10 feet
P.U.E MAY CHANGE SETBACKS
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engineering
geotechnical/civil
engineering
P.O, BOX 10524
EUGENE, OR 97440
'- 541-684-9399 ./
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EXPIRES
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3455'
7-18-03
DMc
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PROJECT
DATE
DRAWN BY
CHECKED:
SCALE:
. PLOT SCALE:
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NOTED
1=240
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