HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-11-16
~
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L "~;l Information
",..,. .To Build On
Engineering. Consulting. Testing
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Pittsburgh Testing Laboratory Division
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REPORT OF FIELD COMPACTION TESTS
*
TESTED FOR:
NOEL CORLISS
NOEL CORLISS CONCRETE
90858 LALONE ROAD
SPRINGFIELD, OR 97478
PROJECT:
RESIDENCE - KEVIN PRIDGIN
1480 LEXINGTON AVENUE, EUGENE
PERMIT NO. 98-00337-01
DATE:
November 16, 1998
OUR REPORT NO.: 722-80276-1
PAGE 1 OF 2
TEST DATA: (1) EUGENE SAND & GRAVEL 3/4"-0 (CLIENT SUPPLIED PROCTOR) VALUE OPT. MOIST. -
11.5
MAXIMUM I I COMMENTS' Min I
TEST TEST SOILIC LAB DRY * WATER WET DRY c6~~;g~N Spec. 95%
NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY DENSITY
1 6' FG 1 124.5 5.4 113.7 107.9 ;['8 6""7";11 - B I
2 6" FG 1 124.5 5.9 117.9 111.3 I @9'P.t4jlll - B I
3 6" FG 1 124.5 5.4 125.3 118.9 I 95.5 1 - A I
4 6"-. . FG 1 124.5 5.8 120.6 114.0 ;J9,ioA6;' 1 ". B
5 4" FG 1 124.5 9.4 132.7 121. 3 97.4 1 - A - C
I .. J
6 6" FG 1 124.5 9.3 130.7 119.6 96 .1 1 - A .- C
TEST LOCATION: OVEREXCAVATION OF BUILDING PAD TO SOUTH OF EXISTING RESIDENCE
1 PAD A, SOUTH SIDE
2 PAD A, EAST SIDE
3 PAD B, WEST SIDE
4 PAD B, EAST SIDE
5 PAD A, EAST SIDE
6 PAD A, SOUTH SIDE
NOTES: TESTS PERFORMED PER ASlM 02922-91 & ASTM 03017-88(93) "COMMENTS:
DENSITIES SHOWl\1: Lbs. per cubic fool
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry
dens~y obtained on sample indicated by
soil 10 number.
* (1)
TEST INSTRUMENT: TROXLER
REMARKS: PSI did not monitor the material placement.
1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B, PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
STANDARD COUNT M: 736
ADJUSTMENT DATA M:
D: 2758
D:
. TECHNICIAN: MIKE DEWEY
Respectfully submitted,
, Professional Service Industries, Inc.
cc: CITY OF EUGENE
THESE TEST RESULTS AI"PL Y ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT INRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A-l0o.2 (3)F Professional Service Industries, Inc.. 2710 West 5th Avenue. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344-2735
~
.
l ra~;l Information
,,~. .To Build On
Engineering' Consulting . Testing
.
Pittsburgh Testing Laboratory Division
.'
REPORT OF FIELD COMPACTION TESTS
TESTED FOR:
NOEL CORLISS
NOEL CORLISS CONCRETE
90858 LALONE ROAD
SPRINGFIELD, OR 97478
PROJECT:
RESIDENCE - KEVIN PRIDGIN
1480 LEXINGTON AVENUE, EUGENE
PERMIT NO. 98-00337-01
DATE:
November 16, 1998
OUR REPORT NO.: 722-80276-1
PAGE 2 OF 2
TEST DATA: (1) EUGENE SAND & GRAVEL 3/4"-0 CLIENT SUPPLIED PROCTOR VALUE OPT. MOIST. = 11
TEST
NO.
TEST
DEPTH
ELEVATION
SQILID
NUMBER
MAXIMUM
LAB DRY *
DENSITY
WATER
CONTENT
~ DRY PERCENT
DENSITY DENSITY COMPACTION
COMMENTS.
7
4"
FG
1
124.5
10.1
134.3 122.0 98.0 1 - A - C
TEST LOCATION: OVEREXCAVATION OF BLDG. PAD TO THE SOUTH OF EXISTING RESIDENCE
7 PAD B, WEST SIDE
NOTES: TESTS PERFORMED PER ASTM 02922-91 & ASTM 03017.88(93) .COMMENTS:
DENSITIES SHOIJIJN: Lbs. per cubic foot
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry
densijy obtained on sample indicated by
501110 number.
* (1)
TEST INSTRUMENT: TROXLER
REMARKS: PSI did not monitor the material placement.
FG = FINAL GRADE
% COMPACTION REQUIREMENT PROVIDED BY CLIENT.
TECHNICIAN: MIKE DEWEY
1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
A. TEST RESUL T5 COMPLY WITH SPECIFICA liONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
STANDARD COUNT M:
ADJUSTMENT DATA M:
D:
D:
Respectfully submitted,
Professional Service Industries, Inc.
CC: CITY OF EUGENE
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, \NlTHOUT V\lRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A.10G-2 (3jF
Professional Service Industries, Inc.. 2710 West 5th Avenue. Eugene, OR 97402. Phone 541/484-9212. Fax 5411344-2735
DEC 16 '98 15:51 FR
TO 6826806
P.02/03
,
.
.
REPORT OF FIELD COMPACTION TESTS
TESTED FOR:
NOEL CORLISS
NOEL CORLISS CONCRETE
90858 LALONE ROAD
SPRINGFIELD. OR 97478
PROJECT:
RESIDENCE - KEVIN PRIDGIN
1480 LEXINGTON AVENUE, EUGENE
PERMIT NO. 98-00337-01
DATE:
November 16, 1998
REVISION #1
OUR REPORT NO.: 722-80276-1
PAGE 1 OF 2
TEST DATA: (1) EUGENE SAND & GRAVEL 3/4"-0 (CLIENT SUPPLIED PROCTOR) VALUE OPT. MOIST. =
11.5
MAXIMUM I COMMENTS.
TEST TEST 60lLID lAB CRY . WATeR WEr DRY C6~~~~N Spec. 95t Min
NO. OGPTH ELEV",TION NUMBER DENSITY CONTENT DENSITY O~S1TY
1 6' FG 1 124.5 5.4 113.7 107.9 86.7 11 - B
-1
2 6" FG 1 124.5 5.9 117.9 111.3 89.4 1 .. B
3 6" FG 1 124.5 5.4 125.3 118.9 95.5 1 - A
4 6" FG 1 124.5 5.8 120.6 114.0 91. 6 1 - B
I 5 4" FG 1 124.5 9.4 132.7 121.3 97.'1. 1 - A - C
1.6... 6" FG 1 124.5 9.3 130.7 119.6 96 .1 11 .. A - C
TEST LOCATION: OVEREXCAVATION Of' BUILDING PAD TO SOUTH OF EXISTING RESIDENCE
I 1 I PAD A. SOUTH SIDE I
I 2 I PAD A. EAST SIDE I
I I _.....-...... I
3 PAD B. WEST SIDE
--,...~.,,-
I 4 PAD B. EAST SIDE
I 5 PAD A. EAST SIDE
16 PAD A. SOUTH SIDE
NOTES: TESTS PERFORMED PER ASTM 02922.91 & ASTh1 03017.88(9J) "COMMENTS:
otNslTlC' SHO~: Lbs. P.8r cubic fgol
WA'fe:R CONTeNT: Psroenl ofdrv I/I$ighl
pl:l'ZCENT COMPACTION: Base6 on rmuimum dry
~~~Tbtyn~':n't~~ on !l~mple inrjic-..lc:d by
. (1)
TEST INSTRUMENT: TROXLER
REMARKS: PSI did not monitor the material placemene.
,. FILL MAlERIAL
2. BACKFILL
3. BASE COURSE
4. sueBAS~
5. SOIC C....NT
6. OniER
... TE'Tm~TS Cg,MPL Y WITH 5P'CIFlc~TIONS
B. pe~c MP~'rlTJW ooe. NoT COMPLY
8: ~s ~ :~ee~VIJlii~ecIFlc"TloNs
E. MOISTURE BEt8w SP~CIFICATIONS
STANDARD COUNT M: 736
ADJUSTMENT DATA M:
0: 2758
0:
TECHNICIAN: MIKE DEWEY
Respectf"lly submitted.
ProfessiDnal Service Industries, Inc.
ce, CITY OF EUGENE
TIiESETEST RESULTS ,lPp\'VOI'CLvfQfHi5PiClFlC: LOCATTOHCNO'TliDAHDMAV NOT REPRESENT AN'(aTHEI\ UlCllnol'l::i 101'1: ELl!VAnOrols,'
R6pORTIi: 1oU.'r' IoIOT Iii A&:PA(JIJUC:~D. EXOEPT IN FULL, ~OUT wIUTTEN PEfU,I:J3IoN 110'1' PROI'DSIONAL ~V1r;e: INPUSTIIJEa". INC.
I':JI....l000Z{Jll'
DEe 16 '98 15:52 FR
TO 6826806
P.03/03
'"
.
.
..
REPORT OF FIELD COMPACTION TESTS
TESTED FOR:
NOEL CORLISS
NOEL CORLISS CONCRETE
90858 LALONE ROAD
SPRINGFIELD. OR 97478
PROJECT:
RESIDENCE - KEVIN PRIDGIN
1480 LEXINGTON AVENUE, EUGENE
PERMIT NO. 98-00337-01
DATE:
November 16. 1998
REVISION #1
OUR REPORT NO.: 722-80276-1
PAGE 2 OF 2
TEST DATA: (1) EUGENE SAND & GRAVEL 3/4" - 0 CLIENT SUPPLIED PROCTOR VALUE OPT. MOIST. = 11
7
4"
I
1
I
FG
1
124.5
10.1
134.3
122.0
98.0
1 - A-C.
T!;S,'T TE'ST
NO, DEPTH
ELEV^T10N
50lLID
NUMBER
MAXIMUM
LAB DRY *
DENSITY
WATER
CO""'NT
'M!r
DENSITY
DAV
OENSllY
PERCiN'T
COMPAcTION
COMMENTS.
1
I
I
I
I
'--1
TEST LOCATION: OVEREXCAVATION OF BLDG. PAD TO THE SOUTH OF EXISTING RESIDENCE
7 PAD B. EAST SIDE
I
I
I
NOTES: TESTS PERFORMED PER ",,1M 02822-91 & ""1M 030'7-88(9') -eoMPolENTs:
OENSmES SHO\IVN: lbs. per cubic fgot
WATER CONTENT: Percent of drY welgh1
PEFi!CENT COMPACTION: Based on ma;xlmurn dry
=frf&nc:,~~~d on ample Indk::3ted by
. (1)
TEST INSTRUMENT: TROXLER
REMARKS: PSI did not monitor the material placement.
FG = FINAL GRADE
% COMPACTION REQUIREMENT PROVIDED BY CLIENT.
TECHNICIAN: MIKE DEWEY
1. PILL MATERIAl
Z. BAC1<FILL
3. BASE COURSE
.. SUBBASE
5. SOIL e'Ef;;lENi
8. OTHER
A. TEST ~EsUL TS COMPLY WITH SPECIFICATIONS
8. p'eRCfNT COMPACTION DOES NOT eoMPL Y
WITH SPECIFICATIONS
C. RETEST OF PREVIOUs TEsT
D, MOISTURE IN EXCESS Q~SPEcIF'CATlONS
e. MOISTURE BELOW SPEelFtcATIONS
STANDAPD COUNT M:
ADJUSTMENT DATA M:
D;
D:
Respectfully submitted,
Pro'esslon~1 Service Industries, Inc.
cc: CITY OF EUGSNE
TJ.llO&e'TJ:;8T IlEl:IJLT:t: "PPLV OWLVTo fHIi :;PECIFlClOCATIONaNCT&:DAloIPM4'l' NeT ftURESENT ^N'r'OTMER LOC4T10N,. 011: l!l~vAT10N8.
REI'ORTS MA~ NOT ee flfPkotlUC!llD, D:OV'T IN FUlL, W1l1OUT WRITTEN PiIV.l$:$lON D"I' PROFES5lo~ SERVICE INPUeTII:Jf$, INC.
f':;I....1Up..J~W
** TOTAL PAGE.03 **
.
.
THIS SET OF APPROVED PLANS, SPECIFICATIONS AND ENGINEERING REVIEW SHEET
SHALL BE KEPT ON THE SITE OF THE WORK AUTHORIZED HEREIN.
Destroyed, lost or severely damaged approved documents sha 11 be replaced
by submittal of duplicate documents to the Building Division for approval
verification. A plan check .fee will be charged for said services.
A reinspection fee pe~ U.B.C. Section 305(g) will be charged the permit
holder if the approved documents are not on the site and readily avaiiable
to the inspector per U.B.C. Section 305(g).
ENGINEERING PLAN REVIEW
Date: 01-22-98
Address: 1480
Map-Lot: 17033443-12800
Log No: 98-00337-01
LEXINGTON
AVE EUG
~~
Owner: PRIDGEN, KEVIN & LYNNE
J
.
SANITARY SEWERS - Existing: Y
X Connect to on-site system.
X Available: CONNECT TO EXISTING SYSTEM, SEWER CONN. RE'ORD NOT AVAILABLE
ADDN NOT TO ENCROACH ON EXISTING SYSTEM. '. .'
STORM SEWERS - Existing: N ... ..
X Other: ADDITION LESS THAN 10% OF EXISTING. S~Q~~~~TER TO GO TO
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FOUNDATION PLAN
SCALE' 1/4"=1'-0"
FINlel4 FLOOR
I" ORIENTED eTRAND SOARD
R-2S INeULATION
(LATH OR WI~ 5UF'F'ORTJ
- FLOOR JOISTe
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SECTION 316
SMOKE DETECTORS
316 I Smoke deleclors required. Smoke detectors shall be
inslalled in each <;lceplllg room, oULside of each separale sJeep-
IIIg ~lrca 111 Ihc immcdi~llc vicinily of the bedroolTI<; and on cdch
addiLIOI1.lI"IOry of Lhc dwelling, inLluding ba.scmcnL<; and ccJJars
but nol includmg crawl spaces and uninhabIlable alLlcs In dwell- I
ings or dwelling un.ls wuh spht levels. a smoke detector need be '
installed only on the upper level. provided the lower level is less
lhan one full slory below the upper level, exeepl 111 at If there IS a
door between levels. then a detector is required on each level. All '
delectors shall be interconnected such that the actuallOn of one
alann will actuate alllhe alarms m the indiVidual unil and shall '
provide an alann whIch will be aud,ble m all sleepmg areas. All ,
detectors shall be approved and listed and shall be instJlled m
accordance wah the mdlluracturcr's II1s1ructlOf1S.
FLOOR PLAN
SCALE: 1/4"=1'-0"
LEGEND
EXIST. WALL
NEW WALL
REMOVE EXIST. WALL
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316.1.1 Alleralilln!!,.J:ep9lr.~!I!.!~,!Ij.dli~'!!,1~. When aiLerJtlOns, ,
repairs or additions requiring a pennil occur. or when one or
marc sleepIng rooms are added or created in existmg dwellings.
the entne bUlldmg shall be provided wuh smoke detectors i
localed as required for new dwellings; the smoke detectors are
not required lo be inLerconnected unless other remodeling con-
sideratIOns require removal of the appropriate wall and cetlmg
covenngs to fac1l1tate concealed mterconnected wiring
316.2 Power source. RequITcd 'lmoke deteclors shall receive
lheir pfJll1ary power from the bUilding wuing when such wrring
is served from a commercIal source. and when pnmary power is
imerrupted, shall receive power from a baltery. Wiring shall be
permanent and withoul a disconnectmg SWItch other than those
required for overcurrenl protecllOn Smoke detectors may be
ballery operated wh~n installed in bUlldmgs withoul commercial
power
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DIVISION 0600 - CARPFNTRY
0601 GENERAL:
A All structural dimension lumber shall be graded and marked as
noted In Section 502 I. 502 II, 602 I and B021.
B. Appro\'ed end-jomted lumber may be used mterchangeably with
selld-sawn membere of the same species and grade.
C All structural lumber sIZes have been designed using WWPA
grading rules. 11 these members bear the stamp 01 a different
grading ogenc)', adjustments to sizes may need to be mode
0602 POSTS: Pasts and columns shall be Douglas fir/Larch, Grade
Select Structural F O.H C Posts shall be pressure treated If
so noted on plans
0603 BEAMS, HEADERS AND STRINGERS: All members 2' to 4' thick and 5"
or more WIde shall be Dougl08 11r fLerch, Beams and Stnngers
Class, Grode II. All 6" thick members shall be Douglas
fir fLareh. Beams and Stnngers Class. Grode Select Structural
All door and wmdow headers sholl be 4x6 minimum unless noted
otherWise Glued-laminated timbers shall be 24F-V4, Ofl grade
unless noted otherWise
0604 STUDS: Studs shall be Douglas Ilr ILarch. Grade #2 of gll load
bearmg walls with size and spacing as shown on plans. UtilIty
grade lumber may be used for non-bearing studs 11 spaced per
Table 6023d Cripples under headers shall be continuous to
sole plate Top plates in load-bearing walls shall be doubled
with JOints offset 4801 minimum Block 011 stud walls where
required for sheathmg. Align load-bearing studs as noted in
Section 602:3 4 InterIor nonbearmg partitions may be capped
with a single top plate FoundatIon Cripple walls shall be
constructed as noted In Section 6028 All wood members In
contact With concrete sholl be pressure treated
0605 JOISTS. Floor and ceiling JOists shall be Douglas fir/Larch.
Grode #2 All rim JOIsts and end JOists shall be caulked in
place durlOg frammg. Double 011 end JOists and all JOists
under parallel bearmg partitions Lap jOlsfs 6" mmlmum at
mterlor bearing supports where pOSSible, otherWise proYlde
1-1/2:11 minimum bearing on 'Wood or mefal supports and 3" on
masonry or use approved JOist hangers Floor openmgs shall be
framed as noted In Section 5029
0606 RAFTERS. Rafters sholl be Douglas flr/Laroh. Grode #2 With Size
and spacmg as shown on plans. All raffers shall be notched to
prOVide full bearmg at supports
0607 TRUSSES: Manufacturer of wood floor or roof trusses sholl
supply copies of truss details and deSign calculatIons to the
bulldmg offiCial and owner Trusses shall be msfalled With
011 fasfeners. hangers and bracmg os reqUired by the
manufacturer. Truss members shall not be drilled. cut, notched
or altered In any manner unless so deSigned
060B SHEATHING: Rool and wall sheathing shall be 7/16' OrIented
Sir and Boord 10SB) or 1/2" CDX Plywood With lace gralO
perpendicular 10 supports and staggered Jamts. Floor sheathing
sholl be os shown on plans All structural sheathmg shall be
graded cnd marked QS noted In Section 503 and 610.
Particleboard shall be graded and marked as noted m Section
611 If reqUired, dIaphragms and shear walls shall be
constructed as reqUired by fhe engmeer or os shown on plans
0609 SOLE PLATES: Sole plates 10 contact With concrete sholl be
pressure treated douglas fir/Larch
0610 NAILING: All nailing shall be as noted In Tables 60230 and
6023a(l). Metal connectors shall be Installed With all nails.
bolts or other fasteners as required by manufacturer
0611 BRACING. Walt and Cripple wall bracmg shall be proYlded os per
Sect,on 602 9 and Table 602 9
0612 METAL CONNECTORS' Simpson strong tie. or approved equal
0613 BLOCKING: Full depth solid blockrng of utility grade lumber IS
reqUIred 01 011 bearing walls and at the bearmg pomts 01 all
jOists and rafters Cross brtdgmg between 2xl4 and larger
rafters and 2xl2 and larger JOists 16 reqUired at lO'-Oft 0 C.
maximum Bracmg between roof or floor trusses shall be
mstalled as reqUired by manufacturer
0614 NOTCHING. Notchrng. cuttrng and d,,"rng of studs, plales,
Joists or rafters shall oonform to Sections 5026. 5027. 6025.
602 51, B02 6 and B02 7
0615 DRAFTSTOPPING: Draftstopprng and Fife Blockrng .hall be
constructed and mstalled as reqUired by SectIon 50211 and
6027
0616 FINISH CARPENTRY.
A Stolrwoys sholl be constructed os shown on plans and os noted
10 Section 314
B Handrails and guardrails shall be constructed as shown on
plans and as noted in SectIOn 315
0617 INTERIOR WALL COVERING:
A. All mferlor structural components shall comply wlfh the
Department of Housmg and Urban Development (HUD) formaldehyde
emiSSion standards (#24 CFR part 32BO) of 2 ppm (pariS per
millIOn) for plywood and 3 ppm for particle board. Plywood or
particle board stamped" meets HUD reqUirements" or "HUD
approved" etc. shall be acceptable. Intenor grade plywood.
wafer board. particle board. Qnd orlenfed strand board made With
phenOl-based resins and stamped llExposure t shall be
acceptable. Exterior grade components made With phenol-based
resms and stamped "Exterior- shall be ac,;epfable- - -
B. All gypsum board Jomts Qnd ImperfectIons sholl be tilled and
toped
C All surfaces shall be sanded far pamt or wallpaper ar
textured as speCIfied by owner.
o All exposed lOt en or gypsum board corners shall be remforced
With metal edge tnm.
E. Gypsum board shall not be Installed untIl weather pratecilon
IS prOVIded
F. Support spacing ond the size and spacIng 01 fasteners shall
comply With Section 70235
061B EXTERIOR WALL COVERING: Siding shall be os shown on plans With
attachment per TobIe 7034 unless noted otherWise. Ponel type
Siding shall have Shlplopped verflcal jomts over framing
members and flashed or lopped honzontal jomts
0619 ATTIC ACCESS: A readily acceSSible framed aft,c access halch of
not less than 22 mches by 30 Inches shall be proYlded to any
attIc area havmg a clear height of over 30 inches
DIVISION 0700 - THERMAL AND MOISTURF PROTECTION
0701 GENERAL:
A These plans are Intended to comply With Prescnptlve
Compliance Path I at Section E401
B All Insulatmg matertals to comply wl1h Sections 317. 319 and
AppendiX E.
C All msulatlon shall be applied umformly and In 0 manner to
prevent compressIon InsulatIon shall be spht evenly around
pipes. W!fes. ducts or other obstructrons and cut In around
outlet boxes.
o Extenor JOints around wmdows and door frames. between wall
CaYltles and Window and door frames, between wall and
foundation. between wall and roof. between wall ponels. at
penetrations or utility serYlces through walls, floors and roofs
and all other openings 10 the exterIor envelopes shall be
caulked, gasketed, weather-stripped or otherWise sealed
0702 FLOOR INSULATIDN
A R-25 fiberglass batt insulatIon, supported by lath or
corrosIOn-proof Wire, sholl be lOst ailed fluih under floors oyer
all crawlspaces. Support system {wood lath, corrOSIon-resistant
Wire, or rot-resistant twme) IS required to hold insulatIOn In
place WIthout compressing It. Use baffles If reqUired to
malntam clearance around crawl space vents. Install 1 perm
maximum kratt paper vapor retarder between 2x decking and
underloyment. Separate vapor retarder Ii not requlfed In floors
constructed wdh plywood or OSS sheathmg Ground cover of
6-mil black polyethylene With Jomts lopped 12" minimum 16
required of all crowl spaces.
0703 WALL INSULATION:
A. (R-21) Kratt faced (LO perm maxImum) hIgh denSity fiberglass
boft Insulaflon sholl be face stapled to inSide (warm) surface
of studs 10 all walls separafmg heated from unheated spaces
0704 CEILING INSULATION.
A (R-38) Fiberglass batt or loose fill fiberglass, cellulose or
rock wool lOsulatlon shall be Installed on flat cetlmgs Loose
fIll msulatlOn may be used only where roof slope IS 4/12 or
greater and headroom at ridge IS at least 44 Inches. Loose fill
insulation must be mstalled per label mdicatlons of pounds
required per square foot or bogs per 1000 square feet
B (R-30) Foil faced fiberglass batt msulatlon shall be
Installed on sloped ceilings constructed wdh smgle rafters.
C. (R-30) Kraft faoed fiberglass batt msulatlon shall be
Installed on ceilings wdh a slope of greater than 2/12 and an
attIc space above
O. (R-30) Loose fIll fIberglass, cellulo$e or rock wool
insulation may be used on sloped ceIlings prOVided slope IS 2/12
or less and headroom at ndge IS at leost 44 mches Loose fIll
insulation must be Installed per label mdlcaltons of pounds
reqUired per square foot or bags per 1000 square feet.
E. (R-21) FOil faced fiberglass batt msulatlon may be Installed
In partIally vaulted cellmg, and ceJlmgl totaling not more
than 150 square feet In area for dormers. bay wmdows, etc.
F All ceilings without an attIc space above sholl hove a vapor
barfler WIth a maxImum 05 perm ratmg.
GAIl atllc accesses and skylIght wells shall be Insulated to
the some R-volue as the surroundmg ceiling AttiC access
hatches sholl be weather-stripped
H RIgid. weather-reSistant baffles shall be Installed to
deflect soffIt ventilatIOn air above msulotlon and to keep
msulatlon cleor from attic hatches. Non-combustible baffles
shall be mstalled to prOVide 3" clearance around flues, metal
chImneys, gas vents or fixtures that require clearances or
ventilation tor fife safety.
....::..
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BUILDING
SPFCIFICATIONS
_ .e,.___
0706 ROOFING:
A Roolmg materials and application 10 comply w,lh Chapter 9
B Roofing shall be applIed with all flashing and accessories
recommended by manufacturer or 06 reqUIred for Q watertight
aiSembly. Fmlsh roofmg matenals shall be approved by owner
C. Guiter. sholl be Installed at lower edge of all roof slopes
Downspouts from gutters to discharge IOta starmwater dram.
Owner to approve style and color.
0707 VENTILATION:
A Screened soffit, eave, ridge or roof Jack vents shall be
supplied as shown on plans with a mInimum raflo of net vent
openmg fa ventIlated area of I to 150 RatiO may be reduced to
I to 500 If venfs are arranged as noted m SectIon 806 Screen
sholl have 1/8" square openmgs of corrosion resistant wire
B Crawl space shall be ventIlated by means of screened openings
through foundatIon stem walls os shown on plans Total net
openmg and arrangement of vents shall be as noted In SectIon
409 t Screen shall have 1/8" square openmgs of
corrosion-reSIstant wire.
070B MUD SILL: Both top and bottom 01 mud Sill shall be caulked or
gaskeled
0709 THERMAL BREAK: Concrete slabs on grade 10 conditioned spaces
shall be thermally broken from slabs In adjacent uncondItIoned
spaces
DIVISION OBOO - DOORS. WINDOWS AND GLASS
OBOI 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 from the SIde from whIch egress IS to be made
WIthout the use of 0 key or speCial knowledge or effort
B Exterior doors (except main entry door) to have a maximum
020 U-Value. Main entry door (24 square feet maxImum) to hove
a maXimum 054 U-Value. All exterior doors to have an air
leakage rating of 0.37 cfm maximum per square foot of door
area. All exterior doors shall be I 3/4" thick minimum and be
weather-stripped (do not use sticky bock foam)
C. Doors With more than 2: 5 square feet of glazmg must meet the
U-Value requirements for wmdows Sltdmg glass doors shall be
tested and certIfied as noted In SectIon 609.
OB02 WINDOWS:
A. Window brand and style shall be as directed by owner Sizes
sholl be os noted on plans NOTE' SIzes of Windows shown on
pions are nominal only Verify rough openmg reqUired before
framing
8 All Windows shall be double glozed wlfh D maxImum 040
U-Value and shall meef the fenestration requirements of AppendiX
C. All wmdows shall be fested and certified as noted In
Sechon 608 All Wlndo""8 must be labeled With U-Value or
U-Value closs except as noted In Secflon E4014 I
O. Sleepmg rooms shall have at least one openable egress Window
or door as shown on plans and a6 required by Section 3102
NOTE: Sizes of Windows shown on plans ore nominal only. Verify
CLEAR OPENING dimenSIOns for egress Windows as reqUired by code
E Windows shall be set onto 0 bead 01 caulking.
F Skylights shall be constructed of double glazmg. wlfh lOner
pone lempered, in a metal frame or as noted in Section 3086
wJth a mOll.lmum 050 U-Value Skylight area shall be not more
than 2 per cent of heated floor area.
G. Glass doors and enclosures for showers, hot fubs, whirlpools.
saunas, steam rooms and bathtubs, glazmg 10 swmgmg or sliding
doors and storm doors, and 011 9lazI09 and mirrors wtfhm 24" of
doors or With," IS" of floors, ond all glazmg In railings and
glOZing used in barners around sWimming pools and spas shall be
tempered and permanently marked per Section 30S I I Exceptions
are noted In Section 308.4
DIVISION 0900 - FINISHES
0'901 GENERAL:
A All mterlor finIshes and materiols to conform to SectIOns
318 and 702 Wall and ceiling finishes shall have a
flame-spread claSSification of not greater than 200 except as
noted In Sed Ion 318.1 and a smoke densl1y not greater than 450.
8 All exterior finishes and materials shall conform to SectIon
703 and Table 7034
0'902 INTERIOR PAINT: Latex paint With colors sholl be approved by
owner.
0903 EXTERIOR PAINT' Latex or stain with color to be approved by
owner
0904 OTHER WALL FINISHES' Contractor to coordinate wdh owner where
wall paper, paneling, or womscotflng are deSired
0905 FLOOR FINISHES.
A Carpet shall be profeSSIOnally Installed With pad, tack strtp
and metal trim os reqUired Carpet and pad shall be approved by
owner.
B. Cushion ymyl type shall be approved by owner.
~r
DIVISION OIOO-GENERAL
0101 CODES' All construction methods. materials and workmanship
shall comply WIth STATE OF OREGON 1996 EDITION ONE AND TWO
F AMIL Y DWELLING SPECIALTY CODE comprised of the 1995 Edition of
CABO One and Two Family DwelllOg Code w,th Oregon Amendments
dated April I, 1996
0102 PERMITS: The owner WIll prOVide and pay for all permds and
fees except where other prOVISion 1s made by contract
0103 UTILITIES. Owner to prOVide
0104 SUBSTITUTIONS: Certam processes, types of eqUIpment or kinds
of materials are speCifIed by manufacturer1s nome, brand or
cotalog number to establish Q baSIS of qualify or deSirabilIty
for the purpose intended. ExclUSions of products of equal
quality or deSirability to those speCified IS nof mtended.
Sub-Contractors to secure approval of substitutIOns from owner
Submit suffICient mtormatlon on speCifiC product or products
for evaluation. Samples may be reqUIred.
0105 CHECKING: Contractor shall vefJ1y and coordmate all dimenSions
and conditions on all draWing, and at construction sde before
proceeding Discrepancies are to be brought to the attention of
the owner. fhe designer, and/or the engineer as appropflate. and
fully resolved before construction 18 commenced.
0107 CLEANING OF SURF ACES. All sur laces must be clean and In good
condition af job completion
0108 COOPERATION. Contractor and subcontroc1ors shall fully
cooperate In carrymg out the 'Work Contractor to do or be
dIrectly responSible for all consfructlon braclOg. temporary
shormg, furrmg and building 10, and prOViding all openings,
chase1i, e1c , reqUired by vanous subcontractors Where work of
one subcontractor IS Installed over surfaces applied by other
trades, the commencement of work by the first mentIOned
subcontractor constltufes acceptance of the surfaces. and cannot
be used for an excuse should subsequent failures occur.
DIVISION 0200 - SITE WORK
0201 EARTHWORK.
A Excavations or fills shall be so constructed or protected
that they do not endanger life or property
B Remove trash. rubbish and other obstructions from SIte prior
to star tlng ear thwork
C. 00 excavatIOn work for structure and Of her work shown on the
drawings. carefully tnmmed to lines and elevations reqUired for
the work Permanent cuts and fills sholl not be steeper than 2
hOrizontal to I vertical unless approved by the bUilding
offiCial
D StockpIle excavated material for back1111 purposes of
approved locations. Only clean, granular material is acceptoble
for re-use
E The bUilding offiCial may require a sOil test to determme
the SOil's characterrstlcs
F Lot shall be prOVided With adequate dramage and shall be
graded so as to dram surface water away from foundatIon walls
Said grade shall fall a mmlmum of SIX Inches wlfhm the fIrst
ten 1eet, except as restricted by lot Imes where drains shall
be prOVIded.
G A foundation peflmeter dram shott be IOstal1ed whIch WIll
dram roof dIscharge to a pomt at least tlve feet from the
foundation walls or to an approved system
0202 BACKFILliNG
A Backtlll adjacent to concrete walls shall not be placed until
the wall hos suffICient strength or has been suffiCIently braced
to prevent damage by the backfIll
B Before plaCing backfill, remove all screeds. screed stakes.
other wood, debriS and material subject 10 rot, corroSIon or
subterranean termde attack
C. Backtlll materlol shall be clean and granular, placed m
6-Inch hfts, and compacted
o Dispose 01 all unSUitable and excess mateflQI off sIte
Conform to local laws and ordinances relatmg to waste disposal
on property of others
DIVISION 0300 - CONrRFTF
0301 GENERAL REQUIREMENTS'
A Concrete deSign, components, storage, mixture, placement and
remforcement sholl contorm to Chapter 4
B Protect all 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
wlfh new concrete at the discret,on of the owner
o Form all concrete surfaces, except bottom of foot lOgs and top
of slabs
E Footings shall be placed on undisturbed soil or compacted
fill. All fill materials sholl be free of vegetatIon and
foreign material A SOIls investigation report and a report of
satlsfac10ry placement of fill shall be submitted to the
bUilding offiCial deSCribing fIlls greafer than 4" thick which
'WIll be used to support the foundatIOns 01 any bUilding or
structure Except where approved, flll depths under slabs shall
not exceed -24- for clean sand Of gravel and e~ tor earth.-
F Stepped footings ore reqUired where the ground surface slopes
more than one foot In fen feet.
G Remove all foreIgn matter and wet down sod before placement
of concrete
H IsolatIon jomts sholl be prOVIded between all slabs and
foundation walls. uSing (2) thicknesses of 30# builder's felt or
3/8" asphalt Impregnated sheeting
0302 FORM WORK
A Forms shall be substantIal, suffiCiently tIght and properly
braced to prevent leakage and maintain POSition and shope
B Forms and shormg sholl nof be removed until the structure
has suffICient strength to support safely Its weight and all
loads placed thereon
0303 REINFORCEMENT'
A Use only new, clean stock, free trom rust, scale, grease and
olher coatlOgs Refer to ACI 3IB-77
B Remforcement shall conform to ASTM A-GIS wdh deformations
10 ASTM A-305. Grode 40
C Reinforcement Sizes ond locations sholl be os shown on plans
or as noted below:
SPLiCE LAP LENGTH
Bar Size Concrete
, :3 1'_6"
# 4 21-0"
#- 5 21_61'
Masonry
2'_011
21_611
31-0"
DIIVISION 1000 - SPECIAL TIES
lOOl Cabmets, closet organizers. shelves and l::!ther bullf-ins shalj
be as shown o-n plans ana-as arranged by owner.
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CONCRETE COVER
3'1 Concrete depOSited agamst earth
201 Formed concrete agamst earth
3/4" To top of slab on grade
0304 CAST-IN-PLACE CONCRETE'
A Basement walls and foundations not exposed to weather and
basement slabs and mterlor slabs on grade, except garoge floor
slabs. shall be 2500 pSI compressive strength concrete at 28
days.
B Porches, carport slobs and steps exposed to the weather,
basemenf walls, foundation walls, exterior walls, and other
vertical concrete work exposed to 1he weather and garage floor
slabs shall be 3000 PSI compressive strength concrete at 28
days
C 3000 pSI concrete and other concrete whIch may be subject to
treezmg and thawmg during constructIon shall be aIr
entrained 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 extenor
porches, carport slobs and steps 1hat Will be exposed 10
freezmg and thowmg m the presence of deiCing chemicals shall
be 520 pounds of cement per cubiC yard of concrete
E The top surface ot all footmgs shall be level The bottom
surface of footings may have a slope not exceeding I m 10
Fooflngs shall be stepped where It II necessary to change the
elevohon of the top surface of the footings or where the slope
of the bottom surface of the footmg WIll exceed I in 10
F Fmishlng (vertIcal surfaces); Correct all oggregate pockets
and other defects Grind off finS and projectIons and remove
stains Exterior surfaces of foundahon walls enclOSing irving
space or storage below tml!ilhed grade sholl be dampproofed uSing
'IThoroseal FoundatIon Cootmgll or equal.
G. Fmrshmg (slabs). Surtace fmlshes shall be on plans Areas
noted "Brush Fmlsh- shall hove 1/801 high attenuations, With
pottern and style as approved by the owner.
0305 EMBEDMENTS'
A Anchor bolts attochmg mud SIlls to concrefe foundatIons,
sholl be one-half lOch diameter spaced at six feet maxImum on
center, and extend at least seven inches Into the concrete
There must be an anchor bolf Within twelve Inches at each corner
and each piece of SIll shall hove at least two bolts
B Post bases, hold-downs, vents, door openings and condults
shall be located accurately os shown on plans
DIVISION 0500 - MFT AL
0501 BOLTS: ASTM A-307 Heavy hex-head With heavy hex nuts and
hardened flat washers unless noted otherWise
0502 STEEL: ASTM A-36
0503 MISCELLANEOUS SHEET METAL. Galvanized 26 gauge steel. Exte"or
openings exposed to the weather sholl be flashed waterproof
0504 Fasteners. except one-half-Inch diameter or larger steel bolh,
used for pressure preservative or f/(8 retardant-treated wood
s.hall be hot-dipped galvanIzed steel. stainless steel, Silicon
bronze or copper.
OIlVISION 1500 - MECHANICAL
15101 GENERAL: All heatmg, ventilating, cooling and plumbmg
components and installation shoJI comply chapters II through 28
and E501 and E601 and all other applicable regulatIons therem
referenced.
15,02 HVAC SYSTEM:
A HVAC system shall be on exfenslon of eXlstmg system. All
equIpment shall be approved by 1he bulldmg offiCial or shall
bear ihe label of an approved testing agency and sholl be
permanently labeled as noted In Section 1303
B System shall be deSIgned and mstalled by a qualJfled
contractor. Contractor shall supply HV AC duct diagrams or
drawmgs and/or heat loss or energy use calculations, and
equIpment speCI11cations, If reqUired by the bUIlding offiCial
C. The temperoture of each HVAC 20ne shall be controlled by 0
thermostat. All thermostais must be numerically marked and
capable of bemg set between 55 and 75 degrees for heatmg-only
thermostats; between 70 and 85 degrees for cooling-only
thermostats; and between 55 and 85 degrees tor thermostats that
control both heatmg and cooling The sysfem control must hove
o SWitch or other means of setting bock or shutting off heafmg
and cooling durmg peflods of reduced need.
O. Adjustable registers or space heaters sholl be Installed In
all rooms except baths and utillfy area
E Ducts, plenums. returns and enclosures Installed 10
unconditIoned space sholl be insulated to R-8 Ducts shall be
sealed at 011 jomts and cornen (mcludmg prefabricated
jOints), at Junctions between outlet registers and mterlor
surfaces, and at all places where the ducts penetrate the
bUIlding envelope. No ducts shall be run In exterior walls
F Ouch penetrating the wall or ceiling separating the dwelling
from the garage shall be constructed and Installed as noted m
Section 309 II
G. Non-combustIble fire-stopping shall be prOVided at all gops
around mechanical lmes at ceilings and floor levels
H Bathrooms shall be heoted and ventilated wIl.h combmohon
heater/light/fan WIth model to be approved by owner Bathroom
exhaust fans to hove (I capaclfy of at least 50 CFM and must
Include back draft dampers.
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1503 PLUMBING
A Plumbing installation shall be In accordance With Part Two
of the dwellmg requirements of the Uniform Plumbmg Code, 1991
EdItion, Including Oregon amendments
B System shall be deSIgned and Installed by 0 qualIfIed
contractor Contractor sholl supply detaIled plans,
calculat!ons and speCifications of all proposed equIpment If
reqUired by Building Offlc,al.
C WASTE AND VENT SYSTEM' ABS or PVC plastiC
D. WATER PIPING: Copper tubing
E All appliance model1i. 1ityles. colors, etc. shall be approved
by owner
F. Non-combustible fire-stopping shall be prOVided at all gaps
around plumbing tmes at ceilings and floor levels. Seal all
penetratIons through bUilding envelope With caulkmg.
G All water pIpes sholl be IOsulated In accordance wrth sectIOn
E601
DIVISION 1600 - ELECTRICAL
A. All work shall meet the requirements and inspectIons of
Chapter1i 15 and 39 through 46 and the 1993 NotIonal Elecincal
Code.
B Electncal systems sholl be deSigned and JOstolled by 0
qualified contractor Contractor sholl supply detailed plans,
calculations and speCIfIcatIOns of all proposed equIpment If
required by the building oiflCIOI.
C. Wiring shall be done with 3-wlre nonmetalliC cable wl1h all
outlets properly grounded All W!fes shall be copper and none
shall be less than 114 gauge Swdches and duplex outlets shall
be Urst grade SWitches shall be Silent type.
D Suitable connections shall be prOVided for 011 new electrlcal
outlets and fIxtures as shown on the plans
E Smoke detectors. shall be Installed inSide and outSide of all
sleeping rooms and on each floor 0$ noted In Section 316 and as
shown on plans
F Non-combustible fire-stopping shall be prOVided at all gaps
around electrlcalllnes at ceIlings and floor levels Seal all
penetrations fhrough the bulldmg envelope With caulking
G Wiring shall be Installed 10 a monner to allow for as much
wall msulatlon 08 pOSSIble
H Recessed lights Installed In extenor vaulted ceilings
(Without an attic space above) shall be rated to allow direct
contact With insulatIOn
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All lots or development sites in the AG RA R I
R.2. R.3. and R-4 DIS!r; Is h II '.' ,
~~!~:~~fr:~~:~s:o !t~~n/;~.:i~ a~:~I~~:~n~~;i~;ngs,
or no Intenor yards if the buildm P M!y Imes,
a common wall. Utliity oasom !IS abut or .have
distance greater than io f;etebnlst may reguJre a
EC 9.542 e ween bUlldmgs.
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Date 1 -14-98
Scale 1/4"=1'-0"
PLOT Scole 1 =240
Drawn RMR
Job 2645
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