HomeMy WebLinkAboutBuilding Application 2003-9-9
If
-...-
..-...-...-
.__."'_.....""~--"'-,...."'-"--_..._'"'._..-.,
_.._..~_~..e..cL_
-~~
~
~
/
REVISIONS
BUILDING SPECIFICATIONS
tight-fitting flue damper and gloss or mEdol doors.
0404 VENEER: Anchored masonry and stone wall veneer sholl conform to
Section R703,7,
DIVISION 0600 - CARPENTRY
0601 GENERAL,
A, All slructural dimension lumber sholl be graded and marked os
noted In Section R502 and R802,
B, Approved end-joinled lumber may be used interchangeably with
solid-sown members of the same speci.s and grode,
C, All struclurallumber sizes hove been designed using WWPA
grading rules, If Ihese members bear the stomp of 0 dlfferenl
grading agency, adJustmenls to sizes may need 10 be mode,
0602 POSTS: Posts and columns shall be Douglas fir/Lorch, Grode
Select Slruclural F,O,H,C, Pests sholl be pressure treated if
so noted on plans.
0603 BEAMS, HEADERS AND STRINGERS: All members 2' to 4" thick and 5"
or more wide sholl be Douglas fir/Lorch, Beams and Stringers
Closs, Grade #1, All G" thick members sholl be Douglas
Ilr /Larch, Beams and Stringers Closs, Grode Select Structural,
All door and window headers sholl be 4x6 minimum unless noted
otherwise, Glued-Iamlnaled timbers sholl be 24F-V4, DII grade
at simple spans and 24F-V8, DII grade at cantilevers or multiple
supports unless noted otherwise.
OG04 STUDS, Studs shall be Douglas fir/Larch, Grade #2 01 all load
bearing walls with size and spacing os shown on plans, Ullllly
grade lumber may be used If spaced per Table R602,3(5), Cripples
under headers sholl be canflnuous 10 sole plute, Top plales In
load-bearing walls shall be doubled with jcints offsel 48'
minimum, Block all stud walls where requlrpd lor shealhlng,
Align load-bearing sluds as noled In Seclion R602,3,3, Interior
nonbearlng partlllons may be capped with 0 ,Ingle lop plate,
Foundation cripple walls shall be construcl~d as noted in
Secflon RG02,9, All wood members In cOlllocl wllh concrele sholl
be pressure treated.
OG05 JOISTS: Floor and ceiling joists shall b. Cauglas fir/Lorch,
Grode #2, All rim Joists and end Jolsls sl,all be caulked In
place during Iramlng, Double all end Joists and all joists
under parallel bearing partitions, Lap Joists G" minimum 01
Interior bearing supports where possible, otherwise provide
1_1/2" minimum bearing on wood or metal ~~tlpports and 31 on
masonry or use approved joist hangers Fin"r openings sholl be
Iramed as noled In Secllon R502.10,
060G RAFTERS: Raffers shall be Douglas Ilr/Larch, Grade #2 with size
and spacing os shown on plans, All raffe" ohall be nolched 10
provide full bearing 01 supporls,
OG07 TRUSSES: Manufacturer of wood floor or roof Irusses sholl
supply aopies of Iruss design drawings one talculallons to Ihe
building official and owner, Trusses shall l'e designed per section
R502,II.1 by 0 regeslered professional, Designs drawings shall Include
all Informaflon noted in sections R502.11.4 and R802.10,1.
Trusses shall be Installed with all fasteners,hangers and bracing
as required by the manufacturer, Truss members shall nol be drilled,
cut, notched or altered In any manner unless so designed.
(warm) surface of sfuds In all walls separating healed from
unheated spaces,
B, (R-21) Fire-rated fall-faced high denslly fiberglass ball
insulation sholl be Inslalled Inside below grade concrete walls
enclosing heated spaces, Insulation shall be face slapled to
2x4 Iramed Interlar IInlsh wall held In from concrete wall so
thai Insulation does nal conlacl concrele, Insulation must
exfend from Ihe bol1am of the above-grade subfloar to the lop of
the below-grade finished flaor, The rim jolsl area musl be
Insulaled,
0704 CEILING INSULATION:
A, (R-38) Fiberglass boll or loose fill fiberglass, cellulose or
rock wool Insulation sholl be Ins,lalled on flat ceilings, Loose
fill Insulation may be used only where roof slope Is 4/12 or
grealer and headroom at ridge is 01 leasl 44 Inches, Loose fill
Insulallon must be Ins lolled per label indlcallons of pounds
required per square fool or bogs per 1000 square feel,
B, (R-30) Fall laced fiberglass baff Insulation shall be
Ins lolled on sloped ceilings conslrucled with single rollers,
C, (R-30) Kroll faced fiberglass boll Insulallon sholl be
installed on ceilings with 0 slope of greater Ihan 2/12 and an
aHic space above.
D, (R-30) Loase fill fiberglass, cellulase or rock wool
Insulallon may be used on sloped ceilings provided slope Is 2/12
or less and headroom 01 ridge Is 01 least 44 inches, Loose fill
Insulalion must be Inslalled per label indications of pounds
required per square foot or bogs per 1000 square feel,
E, (R-21) Fall laced fiberglass boll Insulation may be inslalled
in partially vaulled ceilings and ceilings tofallng nol more
than 150 square feet In area for dormers. bay windows, efc.
Space must be filled (excepl for required ventilation space) and
o 0,5 perm (dry cup) vapor relorder Installed on warm
(In winter) side,
F, All ceilings wlthoul on ollie space above sholl hove 0 vapor
barrier wllh 0 ma.imum 0,5 perm rating,
G, All altic accesses and skyllghl wells shall be Insulated 10
the same R-value as the surrounding cell1ng. AHic access
hatches shall be weather-slrlpped,
H, Rigid, wealher-resistanl bal1les shall be Inslalled to
dellecl soffll ventilation air above Insulalion and 10 keep
Insulallon clear from ollie halches, Non-combustible baffles
sholl be Inslalled to provide 3" clearance around flues, mefal
chimneys, gas vents or fixtures that require clearances or
ventilation for fire safety,
0706 ROOFING:
A, Roofing materials and appllcallan to comply with Chapter 9,
B, Roofing shall be applied wllh all flashing and accessories
recommended by manufatlurer or as required for a walertlghl
assembly, Finish roofing materials shall be approved by owner,
C, Gullers shall be Installed al lower edge of all roaf slopes,
Downspouts from guffers to discharge Inta slormwaler drain,
Owner 10 approve sfyle and color,
0707 VENTILATION:
A, Screened soffit, eave, ridge or roof jack vents shall be
supplied os shown on plans wl1h a minimum ratio of net vent
opening to ventilated area of 110 150, Ratio may be reduced 10
I to 300 If vents are arranged as noted In Section R80G, Screen
shall hove 1/8' minimum to 1/4' maximlm square openings of
corrosion resistant wire.
B, Crowl space shall be ventilated by means of screened apenlngs
through foundation slem walls as shown on plans, Tolal nel
opening and arrangement of vents shall be as noted in Section
R408J, Screen shall have I/B" square openings of
corrosion-resistant wire or another material as noted in
Section R408.2,
0708 MUD SILL: Both top and bollom of mud sill shall be caulked or
gaslleted,
0709 THERMAL BREAK: Concrete slabs on grade In conditioned spaces
sholl be Ihermally broken from slabs in adjocenl unconditioned
spaces.
joints), 01 junctions between outlet registers and Interior
surfoces, and at 011 ploces where the ducts penetrate the
building envelope. No ducts shall be run In exterior walls.
F, Ducts penetrating the wall or ceiling separating Ihe dwelling
from the garage shall be constructud and installed as noted in
Section R309,I.I,
G, Non-combustible fire-slopping st,ull be provided 01 all gaps
around mechanical lines at ceilings imd floor levels.
H. Balhrooms sholl be heated and vlntllated with combination
heater/ligh1/lan wilh model 10 be, "pproved by owner, Bathroom
exhaust fans to hove a capaclly of 01 least 50 CFM, musl exhausl
directly to the exterior, and must IlIclude backdrall dampers,
I, Kitchen sholl be equipped with oln exhausl fan wllh 0 capacity
of at leasl 100 CFM, must exhausl directly to the eXlerior, must
include a backdraft damper and mlulif conform to the requirements
01 section MI502 or MI504,
J, Clolhes dryer shall venl direatly 10 the exterlar of Ihe
building envelope Ihrough 0 back-droll damper and musl conform to Ihe
requirements of seatlon MI501.
1503 PLUMBING,
A, Plumbing Installation shall be 1m ,ccordance with
Chaplers 25 thru 32,
B, Syslem shall be designed and IImtalled by 0 qualified
contraclor, Contraalor sholl supp!ly delolled plans.
calaulatlons and specifications 01 ell proposed equipment If
required by Building Official,
C, WASTE AND VENT SYSTEM, ABS or PVC plastic
D, WATER PIPING: Capper tubing
E. All appliance models, styles, co~ors, etc. sholl conform
10 Chapter 27 and be approved by owner,
F, All follels sholl be I.G gallons per flush maximum,
G, All showers shall have 900 sq, Inches minimum floor area
and must be large enough to enclo,se a 3011 diameter circle.
H, All shower heads shall be 2,5 golons per mlnule maximum.
I. All Interior faucets sholl be 2,5 gollons per minute maximum,
J, Non-combustible fire-stopping sl..,II be provided 01 011 gaps
around plumbing lines 01 ceilings on; 1I00r levels, Seal 011
penelratlons Ihrough building envellol'e with caulking,
K, All waler pipes shall be insulale,d In occordance wllh
section NII06,
DIVISION OIOO-GENERAL
0101 CODES: All construction methods. materials and workmanship
sholl comply wllh Ihe 2003 EDITION OREGON DWELLING SPECIALTY
CODE FOR ONE AND TWO F AMIL Y DWELLINGS comprised of the 2000
Edition of ICC Internalional Residential Code for One and Two
Family Dwellings wllh Oregon Amendments doled April I, 2003,
Conslructlon shall also camply with all City. Counly and
Federal codes, ordinances and regulations as applicable.
0102 PERMITS: The owner will provide and pay for all permits and
fees except where other provision is made by contract.
0103 UTILITIES: Owner to provide,
0104 SUBSTITUTIONS: Certain processes, types of equipmenl or kinds
of malerlals ore speaifled by manufacturer's nome, brand or
calalag number fa establish a basis of quality or desirability
for the purpose intended, Exclusions of producls of equal
quality or deslrablllly 10 Ihose specltled is not Intended,
Sub-Contractors fa secure approval of substitutions from owner.
Submil sufficient Information on specific producl or produals
for evaluation, Samples may be required,
0105 CHECKING: Contractor shall verify and coordinate all dimensions
and condlllons on all drawings and at construaHon site before
proceeding, Discrepancies are 10 be brought fa Ihe allenllon of
the owner, Ihe designer, and/or Ihe engineer as appropriate, and
fully resolved before construction Is commenced.
0107 CLEANING OF SURF ACES: All surfaces must be clean and In good
condition 01 job completion,
0108 COOPERATION: Contractor and subcontractors shall fully
cooperate In carrying out the work. Confractor to do or be
directly responsible for all conslrucllon bracing, temporary
shoring, furring and building In, and providing 011 openings,
chases. etc., required by various subcontractors. Where work of
one subcontraclor Is ins lolled over surfaces applied by other
trades, Ihe commencement of work by Ihe first menlioned
subcontractor constitutes acceptance of the surfaces, and cannot
be used for on excuse should subsequent failures occur.
VICINITY MAP NO SCALE
slT~1
/
...
./
""\
THURSTON ROAD
--
~
~~
tD
~
-l)
G STREET
I-
<l) tD
:t
I- tD
-~ ';Q
I-
<l)
2
N
-l)
F ST
1= STREET
-
~
lfl I-
-l) <l)
../
E STREET
z
o
~
U
::::J
0::::
1-
if)
Z
o
u
L
-
DIVISION 0200 - SITE WORK
0201 EARTHWORK,
A, Excavations or fills shall be so constructed or protecled
that they do not endanger life or properly,
B, Remove trash, rubbish and olher obslrucllons from slle prior
to starling earthwork,
C. Do excavation work for structure and other work shown on the
drawings, carefully Irlmmed la lines and elevations required for
the work, Permanent cuts and fills shall not be steeper than 2
horizonlal to I verllcal unless approved by Ihe building
official,
D, Slockplle excavaled malerlal for backfill purposes 01
approved locations. Only clean, granular material is acceptable
for re-use.
E, The building official may require 0 soli tesl ta del ermine
the sollls characteristics.
F, Lot shall be provided wllh adequale drainage and shall be
graded so as to drain surface water away from foundation walls.
Soid grade sholl fall 0 minimum of six Inches wlfhln the Ilrsl
ten feel, excepl as reslricled by iol lines, slopes, walls, eta,
where drains. swales or other approved means sholl
be provided 10 ensure drainage away from structure,
G, A foundation perlme1er drain shall be Installed which will
drain roaf discharge 10 0 poinl 01 leasl five feet from the
foundation walls or to an approved system.
0202 BACKFILLING:
A, Bockflll adjacent to concrele walls shall not be placed until
the wall has sufficienl slrength or has been sufficiently braced
to prevenl damage by the backfill,
B, Before plaalng backfill, remove all screeds, screed slakes,
other wood. debris and material subject to rot. corrosion or
sublerranean lermile allack,
C, Backfill material shall be clean and gronular, placed In
G-inch IIfls, and compacled,
D, Dispose of 011 unsuitable and excess malerial off site,
ConI arm to local laws and ordinances relaling 10 wasle disposal
on property of others,
DIVISION 0300 - CONCRETE
0301 GENERAL REQUIREMENTS:
A. Concrete design, components, storage, mixture, placement and
reinforcemenl sholl conform 10 Chapler 4,
B, Protecl 011 concrete from damage and use special care 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 01 the owner.
D. Form all concrats surfaces. except bottom of foolings and top
of slabs,
E. Footings shall be placed on undisturbed soil or compacted
fill, All fill materials shall be free of vegetation and
foreign material. A soils investigation report and a report of
sallsfaclory plocemenl of fill shall be submllted to the
building official describing fi!1s greot~i than 411 thick which
will be used to support the 1oundation& of any ~uilding or
struc fure. Except wllere approved, fill depths under slabs shoJI
not exceed 2411 for clean sand or grovel and ell for earth.
F. Stepped footings are required where the ground surfuce slopes
more than one foot in ten ;eef.
G. Remove 011 foreign matter and wet down soil before placement
of concrete.
H, Isolation joints shall be provided between all slabs and
foundation walls, using (2) Ihicknesses of 30# builder's fell or
3/B" asphall impregnated sheeling,
0302 FORMWORK:
A, Farms shall be subslanllal, sufficiently lighl and properly
braced to prevent leakage and maintain position and shape.
B, Forms and shoring sholl nol be removed unlil the structure
has suffiaienl strength 10 supporl safely its weighl and all
laads placed thereon,
0303 REINFORCEMENT:
A. Use only new, clean stock, free from rust, scale, grease and
olher coatings, Refer 10 ACI 318-77.
B, Reinforcemenl sholl conform to ASTM A-GI5 with deformations
to ASTM A-305, Grade 40,
C, Reinforcemenl sizes and locatians shall be os shown on plans
or as noted below:
iSTREET JREES ARE
ARE REQUlRED, Please
refer to attached Deve]opIPent
Code Section reg:;rding the
placement and types of
allowable street trees,
DIVISION IGOO - ELECTRICAL
, A, All work shall meet the requirements and Inspeclions of
Chaplers 33 fhrough 42, Appendix L and the 2002 national
electrical code,
B, Electrical syslems shallbe desl~ned and Installed by a
qualified conlratlor, Controclor sholl supply detailed plans,
calculations and specifications of 011 proposed equipment If
required by the building official,
C, Wiring shall be done wllh 3-,'ire ,onmetalllc cabie with all
outleis properly grounded,! All wlr". sholl be capper and none
shall be less Ihan #14 gauge, Swll"hes and duplex oullets sholl
be first grade, Switches ..hall be sllenl type,
D, Suitable connecllans shqll be provided for all new electrical
outlets and fixtures os shqwn on Ih. plans,
E, Smoke deleclors shall be inslall!ed Inside and autslde af all
sleeping rooms and on eac~ floor als noted In Section R317 and os
shown on plans.
F, Non-combustible fire-stopping sR101I be provided 01 all gaps
around electrical lines at c~lIings allld floor levels. Seal all
penelrations through Ihe building em,elope wilh caulking,
G, Wiring shall be installed In 0 manil'er 10 allow for as much
wall insulation as possible.
H, Recessed lights inslalled in e,lellior vaulted ceilings
(withoul an attic space abdve) shalll be raled 10 allow direcl
contact wifh insulation.
z
o
G
W
0::::
o
I- ~
Wo
W--1
O::::w
1--
(f)LL
G
OZ
ZO::::
NO-
({)(J)
~
- I
C ~'TREET
*** NOTE ***
BUILDER IS STRONGLY CAUTIONED TO
VERIFY ALL TRUSS DIMENSIONS INCLUDING
EXACT SLOPE, REQUIRED HEEL HE'GHT,
OVERHANG CONDITION AND SPECIAl. LOADING,
TRUSS DIMENSIONS SHOWN IN THESE PLANS
ARE INTENDED TO BE APPROXIMATE ONLY,
MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property Lines
-Front yard to House 10 feet
-F:ont yard to Garage 18 feet
-Slde yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
P.U,E. HAY CHANGE SETBACKS
0::::
2
w
:::2:
o
I
o
OJ
<(
o
0608 SHEA THING, Roof and wall sheathing sh,,:: be 7/16" Orienled
Strand Board (OSB) or 1/2" CDX Plywoad wilh face grain
perpendicular to supports and stagg~red joinls. Floor sheathing
shall be as shown on plans, All slructural sheathing shall be
graded and marked as nated In Section R5ll3.2.1, R503.3.I, RG04
or R605, If required, diaphragms and shear walls shall be
constructed 0$ required by the engineer or .~s shown on plans.
0609 STRESSED SKIN PANELS shall be shippei, stored handled and
installed per the manufacturerls instruction:;.
0610 SOLE PLATES: Sole plates in contacl win, concrele shall be
pressure Irealed douglas fir/Lorch,
0611 NAILING: All nailing sholl be as noted in Tn,Ies R602,3(1) and
R602,3(2), Melal connectors shall be Insloil.d with all nalls,
bolts or other fasteners os required by mal\lJfocturer.
OGI2 BRACING: Wall and cripple wall bracing sholl be provided as per
Seclion RG02,9 and RG02.10,
0613 METAL CONNECTORS: Simpson slrang II>, or approved equal.
OGI4 BLOCKING: Full depth solid blocking of ulillty grade lumber is
required at all bearing walls and at the beorlng points of all
Joists and raffers, Cross bridging between ",11 and larger
rafters and 2xl2 and larger joists is requir&~J at 101-011 C.C.
maximum. Bracing between roof or flllor tn:~ses sh,,1l be .
installed as required by manufacturer. "
0615 NOTCHING: Nolchlng, culling and drilling 0,. .Iuds, plales,
joists or rofters sholl conform to Sections r:,02..8, R602.6.
and R602,7, ._
061G ORAFTsTOPPING, Drallsfopplng and F1c;.))loci,ing shall be
constructed and instolled os required by ~hH" to.;n R502.12 and
R602,6,
OGI7 FINISH CARPENTRY: .'
A. Sf airways shall be constructed as shcwn 011 plans and as noted
in Section R314,
B. Handrails and guardrails shall be construc~.\,; C$ shown on
plans and as naled In Seclions R315 al;d R3h.
C, Wood or hardboard paneling shall conI arm to Seclion R702,5,
0616 INTERIOR WALL COVERING:
A, All interior struclural components shall c<mply wllh the
Deparlment of Housing and Urban Develapm.nl (HUD) formaldehyde
emission standards (11'24 CFR pari 32BO) of ,2 ppm (parls per
million) for plywood and ,3 ppm for particle board, Plywoad or
particle board stamped II meets HUD requiremenfsll or "HUD
approved" etc, sholl be acceplable, Inlerior :I' '.Ide plywood,
wafer boord, parlicle boord, and orienled sfrond board mode with
phenol-based resins and stamped IlExposure III shall be
acceptable, Exterior grade components mod.' with phenol-based
resins and stamped I1Exteriorll shall be acceptuble.
B, All gypsum board joinls and imperfealions sholl be filled and
taped,
C, All surfaces sholl be sanded for painl or wollpaper or
textured os specified by owner.
D, All exposed inferior gypsum board corners sholl be relnlorced
with metal edge trim.
E, Gypsum baard sholl nol be Installed until weal her protection
is provided.
F. Gypsum boord, support spacing and the sia and spacing of
fasteners shall comply with Section R702.3,
G. Garages shall be completely separated frOl;! residence and its
attic wllh 1/2' gypsum board applied to Ihe g"oge side, All
structure supporting 0 floor-ceiling separalian sholl be covered
with 1/211 gypsum board.
OGI9 EXTERIOR WALL COVERING: Siding shall be os shown an
plans and conform to Section R703 with attoehment per Table
R703.4 unless noted otherwise. Panel type siding shall hove
shiplapped vertical joints over framing membs, s and flashed or
lapped horizontal joinls,
0620 ATTIC ACCESS, A readily accessible fram'"d 01 tic access hatch of
nol less than 22 inches by 30 inches sholl be provided to any
attic area having a clear height of over 30 indl~s.
3:
w
z
..,
,
DIVISION OBOO - DOORS. WINDOWS AND GLASS
OBOI DOORS:
A, Door sizes shall be as noled on plans, with Iype, finishes
and hardware os selected by owner, All egress doors shall be
readily openable from the side from which egress is to be mode
wilhoul Ihe use of a key or special knowledge or efforl.
B. Exterior doors rexcept main entry door) to have a maximum
0,20 U-Value, One daor (28 square feel maximum) 10 have
o maximum 0,54 U-Value, All exlerior doors 10 have on air
leakage rating of 0.37 cfm maximum per square foot of door
area, All exterior doors shall be I 3/4' Ihick minimum and be
weather-slrlpped (do not use sticky back foam),
C, Doors with glazing 01 2,5 square feet or larger and sliding
glass doors shall be tesled and certified os noled In
Section R613,
D, Openings between garage and residence shall be equipped with
solid wood or honeycomb core steel doors not less than I 3/811
thick or 20-minute fire-rated doors.
fire-rated doors,
E. Hinged shower doors shall open outward.
0802 WINDOWS:
A, Window brand and style shall be as directed by owner, Sizee
shall be as noted on plans, NOTE: Slzee of windows shown on
plans are nominal only. Verify rough opening required before
framing.
B, All windows shall be double glozed with a maximum 0.40
U-Value and shall meet the fenestration requirements of Section
NII04,8, All windows shall be tesfed and certified as noled in
See lion RGI3, All windows must be labeled wllh U-Value or
U-Value class excepl as noted in Seation N1I04.4.1,
D. Sleeping rooms shall have at least one openable egress window
or door os shown on plans and as required by Section R310.
NOTE: Sizes af windows shown on plans ore nominal only, Verify
CLEAR OPENII>!G dimensions for egress windows as required by code,
E, Windows sholl be set onto 0 bead of caulking,
F, Skylights sholl be constructed of double glazing, wilh inner
pane tempered, in a mefal frame or as nofed in Section R30S.6
with a maximum 0,50 U-Value, Skylighl area shall be not mare
than 2 per cenl of healed floor area,
G, Glass doors and enclasures for showers, hot tubs, whirlpools,
saunas, steam rooms ond bathtubs, fixed, swinging or sliding
glazing in doors and storm doors, and all glazing and mirrors
within 2411 of doors or within IS" of floors, and all glazing in
railings andglozing used in barriers around swimming pools and
spas shall be lempered and permanently marked per Seation R308,1.
Exceptions ore noled in Section R306,I, R30B,I.I AND 306.4,
DIVISION 0900 - FINISHES
0901 GENERAL:
A. All interior finishes and materials to conform to Sections
R319 and R702, Wall and ceiling finishes sholl hove 0
flame-spread classification of not greater thon 200 except as
noted in Section R319.1 and a smoke density not greater than 450.
B, All e.terior finishes and materials sholl conform 10 Section
R703 and Table R703.4,
0902 INTERIOR PAINT: Lalex point with colors shall be approved by
owner.
0903 EXTERIOR PAINT: Lalex or stain with color 10 be approved by
owner.
0904 OTHER WALL FINISHES, Contraclor fa coordinate wilh owner where
wall poper. paneling, or wainscotting are desired.
0905 FLOOR FINISHES:
A, Carpet shall be professionally installed with pad. lack strip
and melal trim as required, Carpet and pad sholl be approved by
owner.
B, Cushion vinyllype shall be approved by owner,
DIVISION 1000 - SPECIAL TIES
TOOl Cabinets. closet organizers, shelves and other built-ins shall
be as shown on pions and os arranged by owner.
1002 PREF ABRICA TED FIREPLACES:
A. Prefabricoled fireplaces and chimneys may be constructed
using listed and labled zero-cleorance prefabricaled metal type
with triple wall stainless steel chimney pipe enclosed in wood
stud wall and chose, Inslallation sholl be slrially in
accordance with the manufacturers instructions and Section R1004.
B, All fireplaces and stoves shall be equipped wllh 0 closable
source of outside air for combustion in accordance with Section
RIOOS. Duct sholl be constructed of non-combustible material.
In addition, fireplaces must be equipped with 0 tighl-fllting
flue damper and glass or metal daars, 1003 sile address: copy
R325.1,
,S~9.?2'S""E
116,11'
'-~- .
\ \\
" \
'" \\
\>,
\~
\~
\
\
\
\
\
PROFERTY 60UNDARY
-..- --
--
co
if)
~CLz
0<(0
-!2-
~
Z>-c
<Ef---
--!ZLL
CL-U
Uw
>CL
if)
@
I
I
,
,
'\
ii1
I
Q
lfl
LOT a
I
I
,
,
'"
I
I
,
,
W
I-
if)
-'
I
I
-/~
WOOD
I=ENCe
6~)
IYJ
-- I~
"lg
,
:2
I
I
SPLICE LAP LENGTH
Bar Size Concrete
" 3 I'-G"
" 4 2'-0"
I 5 21-611
.'
Masonry
21-011
21-6-
31-011
,
,
,
\ I/)
0
II)
I/)
J
II)
<t
~ II)
~ N
0
<t
~ "
Ol
II:
8 0
D~ .
w
Z
w
~ Cl
::l
W
~ ..:
III
~ II:
W
D~ Cl
z
0
~ ()
I/)
e). "
"
" /
,. ,
Dote 8-9-03
Scale 1"=10'
PLOT Scale 1 = 1 20
Drown TR
Job 3468
Sheet
~
Of 7 Sheets
... ..../
CONCRETE COVER
3" Concrete deposited againsl earth
211 Formed concrete against earth
3/4" To lap of slab an grade
D. A grounding electrode system shall be installed as noted in
E3507 and E3506 and must be coardinaled wllh the electrical
contractor.
0304 CAST-IN-PLACE CONCRETE,
A, Basemenl walle and foundolions nol e.posed to weather and
basement slabs and interior slabs on grode, except garage floor
slobs, sholl be 2500 psi compressive strength concrete 01 26
days,
B. Porches. carport slabs and steps exposed to the weather,
basement walls. foundation walls, exterior walls, and other
vertical concrete work exposed to the weather and garage floor
slabs shall be 3000 psi campressive strenglh concrete at 28
days,
C, 3000 psi concrete and olher concrele which may be subjecl 10
freezing and thawing during construction shall be air
entrained, Total air content (percenl by volume of concrele)
sholl be not less fhan five per aenl or more than seven per
cenl.
D. The minimum cement content of concrete mixtures for exterior
porches. carport slabs and steps that will be exposed fa
freezing and thawing in Ihe presence of deicing chemicals shall
be as specified in ACI 318,
E, The lop surface of all loofings ehall be level, The boltom
surface of footings may have a slope not exceeding I in 10.
Footings sholl be stepped where it is necessary to cllange the
elevafion of Ihe top surface of the foalings or where Ihe slope
of the bottom surface of the footing will exceed I in 10.
F. Finishing (vertical sur laces): Carr eel 011 aggregate pockets
and other defects. Grind off fins and projections and remove
stains. Exterior Burfaces of foundation walls enclosing living
space or storage below finished grade shall be dampproofed using
IIThoroseal Foundation Coatingll or equal.
G, Finishing (slobS)' Surface finishes shall be on pions. Areas
noled "Brush Finish" sholl have 1/6' high altenuations, with
paltern and slyle as approved by the owner,
0305 EMBEDMENTS:
A, Anchor bolts altachlng mud sills 10 concrele foundatlans,
shall be one-half Inch diameter spaced at six feet maximum on
center, and exfend at least seven Inches into the concrete.
There must be an anchor bolt within twelve Inches of each corner
ond each piece of sill shall have at least two bolts.
B, Post bases, hold-downs, vents, door openings and conduits
shall be located accurately as shown on plans.
I
I
DIVISION 0700 - THERMAL AND MOISTURE PROTeCTION
0701 GENERAL:
A, The conditioned spaces of these plans are infended 10 comply
with Presariptive Campllance Path I of Table 111104,1(1) unless
noted otherwise.
B, All Insulafing materials to comply with Sechns R320 and
NII04,
C. All insulation shall be applied uniformly and in 0 manner to
prevenl aompression, Insulation sholl be split ,...nly around
pipes, wires, ducts or other obstructions and c.t:i in around