HomeMy WebLinkAboutPermit Building 1998-04-23SPFIilGFIELO
RESIDENTIAL PERMIT APPLICATION
CITY OF SPRINGFIELD
COMMI'NITY SERVICES DIVISION
BUILDING SAFETY
Page 1
ilob Number: 980250
725 -37 59
726 -3'7 69
225 North Fifth Street
Springfield, OR 97477
Location of Proposed Workz 892 S 32ND PL
Assessors lvtap #: 18020600
Lot : 1-49 Bf ock:
Office :
Inspection Line:
Tax Lot #: 00905
Subdivision: HAYDEN 3R
Owner: HAYDEN HOMES
Address: 1019 AsH GRovE LooP
Describe Work: S.F. RESIDENCE
Phone #: 895-5615
city/state/zip: CRESWELL, OREGON 97426
NEW
General:
Plumbing:
Mechanical:
Electrical:
Contractor
HAYDEN HOMES OO922O8
2622 SW GLACIER PL #110 REDMOND OR
EMERALD VALLEY 0055065
3856 HAYDEN BRIDGE RD SPRINGFIELD O
HAYDEN HOMES OO922O8
2522 SW GLACIER PL #110 REDMOND OR
ALLEN ELECTRIC 0100630
11
LDR
00 a.m. will
m. will be made
# OF BLDGS: 1
OCCY GROUP: R3
HEAT SOURCE: WH
INSUL PATH: P1
725-3759.
same working day,
Const.
Contractor #Expires
o7 /2e/e8
os/1-0/eB
o7/2e/eB
06/28/eB
Phone
923 - 6507
588 -3222
923 - 660'7
495 -21,39
QUAD AREA: 3RSC
# OF UNITS: 1
CONSTR. TYPE: VN
WATER HEATER: E
SQ FOOTAGE: 1533
To request an inspection, caff the 24
A11 inspections requested before 7
inspections requested after 7:00 a lowing work day
--- REQUTRED TNSPECTTONS ---
TEMPORARY POWER
FOOTING - After trenches are excavated.
FOITNDATION - AfLer forms are erected but prior to concrete placement
PoST AIiID BEAITI - Prior to floor insulation or decking.
ITNDERFLOOR MECHAI{ICAL - Prior to insulation or decking.
ITNDERFLOOR PLITIIBING - Prj-or to insulation or decking.
STORM SEWER LINE - Prior to filling trench.
SATiIITARY SEWER LINE - Prior to filling trench.
WATER LINE - Prior to filling trench.
INSULATION - Fl-oor; prior to decking Wa1l/Ceiling; Prior to cover
ROUGI{ MECHANICAL - Prior To cover.
ROUGH PLIIMBING - Prior Lo CovET.
ROUGH ELECTRICAI. _ PT1OT TO COVET.
ELECTRICAL SERVICE - Must be approved to obtain permanent power.
FRAMING - Prior to cover.
SHEAR WALL NAILING - Before covering sheathing with finish material-s
INSULATION - F1oor,' prior to decking Wa11/Ceiling; Prior to cover
DRYWALL - Prior to taPing.
CURBCUT - After forms are erected but prior to placement of concrete
SIDEWALK - After excavation is complete, forms and sub-base material-
in p1ace.
SPRIXGFIELEl
,h,
Job Number: 980250
SPruNGFIEI.O,OF
Page 2
FINAL PLITMBING - When all plumbing work is complete.
FINAL MECHANICAL - When all mechanicaf work is complete.
FINAT ELECTRICAL - When aI1 electrical work is complete.
FINAL BUILDING - When a1-1 required inspecLions have been approved and
the building is complete.
Lot Faces: E
Setbk From NPL: 10
House
Garage
Lot Sq. FE.: 5052
Solar Approved: Y
ToEaL Height: 14
Lot Type: INTERIOR
N
B
Setbacks
SW
13 21,
E
20
Item
Main
Garage
Total Value
Building Permit Fee
Surcharge/admin
TOTAL FEE
--- BUITDING PERMIT --.
Square Feet x
113 3
400
$/Square Feet
64.55
1,6.27
(A)
Val-ue
'73 ,260 . OO
6, 508.00
79,768.00
373.00
29.84
402.84
PLI'MBING PERMIT
Item
Residential- Bath(s)
Plumbing Permit
Surcharge/admin
TOTAL CHARGE
2
Fee
150.00
160.00
L2.BO
L72.80(c)
--- MECHANICAL PERMIT ---
Exhaust Hood
Vent Fan
Dryer Vent
Mechanical- Permit
Issuance
Surcharge,/admin
TOTAL PERMIT
3
4.50
9.00
3.00
16.50
10.00
1.33
(D)27.83
--- MISCELLANEOUS PERMITS
Surcharge/admin
Sidewalk
Curb Cut
SPLFD S/D/C'S
TOTAL MISCEIJI'ANEOUS PERMITS
0.00
19.00
14.80
2 , L72 .45
(E)2 ,206 .25
(Excluding Electrical )
unless otherwise noted
--- TOTAT AUOI'NT DUE ---
(A, B, C, D, and E combined)2,809.72
3PF!i.GF!ELD
Job Number: 980250
SPruNGFIEID,
Page 3
BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT
This permj-t is granted on the express condition that the said construction
shall, in all respects, conform to the Ordinance adopted by the City of
Springfield, including the Development Code, regulating the construction and
use of buildings, and may be suspended or revoked at any time upon violation
of any provisions of said ordj-nances.
Plan Check Fee: 242.45 Date
Received By: LISA HOPPER
Plans Reviewed By: BOB BARNHART
Building Site Reviewed By: LISA HOPPER
Paid: 03/03/98
Date: 04/L6/98
Recelpt Number: 28953
-.- ADDITIONAL COMMENTS
A & T ESTIMATE ONLY FOR SDC PURPOSES
VERIFY ELECTRICAL CONTRACTOR CCB REGISTRATION
PATH 1, REQUIRES SEPERATE ELECTRICAL PERMIT
DR]VEWAY REQUIRED TO BE PAVED
4 STREET TREES REQU]RED
By signature, I Etate and agree, that f have carefufly examined
the completed application and do hereby certify that. a1l- information hereon
is true and correct, and I further certify that any and alf work performed
sha1l, be done in accordance with the Ordinances of the City of Springfield,
and the Laws of the State of Oregon pertaining to the work described herein,
and that NO OCCUPANCY will be made of any structure without permission of the
Community Servj-ces Division, Building Safety. I further certlfy that. only
contractors and empJ-oyees who are in compliance with ORS 701.055 will be
used on this projecL.
I further agree to ensure that all required i-nspections are requested at the
proper time, that each address is readable from the st.reet, that the permit
card j-s located at the front of the property, and the approved set of plans
wiL remain on the site at al-1 times during construction
/
S1 ture Date
VALIDATION
Receipt Number:
Date Paid:
Amount Received:
Received By:
4
JoB N0. q 8oz_Sz:
ATTACHMENT A
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
WORKSHEET
NAME OR COMPANY Uo Y DEM LJon e s
LOCATION 812 5. 72^,n PL,
DEVEI-OPMENI TYPI a 7lL--
BUILDING SIZE CI SI Ft
1. STORM DRAINIAGI
IMPERVIOUS SO FT z)z-qL x $0.225 PtR SQ. tT. $ 5/8 ,1o
2. SANITARY SEi\rER-CITY
(See Reverse Side)
3. TRANSPORIATiCN
NO OF UNITS X TRIP RATE X COST PER TRIP
LOI x $472.49
x $4i2.49
x $472.49
4. SANITARY SE./{ER.MIilMC
Dd,5 DON0.OF${+i{ t X cz7,7d,PERfEU+ $10 1"lt,llvlc/ADM
t,,tWMC CREDIT IF APPLICABLE (SEE REVERSE)
TOTAL.MWI'1C SDC
SUBTOTAL (ADD ITEMS 1.2.3 & 4)
5.
BASE CHARGE (SUBIOTAL ABOVE) X .05
xs.r6.86PERPFU S 84a4tr
$
(t
FEE $ 287.7d
s -s6,3{
S 2Lal ,41
-
$ zrn6q . q)
$ / 03 , 4 {
NO. OF PFU'S )tr
X
I
X
SDC Coordi nator
Date 3-r-?8
TOTAL SDC $ z,)72,4f
$ 47Zzl
t-lA I Ut1tr UlUl I UALUTJLA I lUlV I At1Ltr: Number of New Fixtures X Unit Equivalent : Fixrure,Uhits'.sr:,i-i:r
(NOTE: For remodels, calculate only t.ha NET additional fixtures) ,-.
NUMBEH OF UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EOUIVALENT UNITS
Bathrub..............
Drinking Fountain
Floor Drain.........,
lnterceptors For Grease/Oil/So1ids/Etc..............
lnterceptors For Sand/Auto WashlEtc..............
Laundry TubiClotheswasher.....
Clotheswasher - 3 Or More.....
Mobile Home Park Trap ('l Per Trailer) .........
Receptor For Refrigerator/Water Station/Etc.....
Receptor For Commercial Sink,'Dishwasher/Etc.
Shower, Single Stat1..........
Shower. Gan9.........
Sink: 8ar, Commercial, Residerrtial Kitchen.......
Urinal, Stall/Wall...
Wash Basini Lavatory, Single...
Toiiet, Pubiic lnstallation.
Toilet, Private.......
Miscellaneous:
'z-2
1
2
3
6
2
6
6
.l
3
Z
i /Head
2
2
1
6
4
'z_
z
L 2-
-T {)>-t
TOTAL F|XTURE UNITS t8
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in rable,
calculate credits separates.
Credit for Parcel or Land Only lf Applicable
lmprovement (if after annexation date)
3frq XS /C arz>
(Rate X Assessed Value)
(Rate X Assessed Value)
CREDTT TOTAL = g 56, 3f-
55, ."(
x s_
Year
Annexed
Rate per $1,000
Assessed Value
Year
Annexed
Rate per S1,OOO
Assessed Value
197 -- $3.q7
980 3.gg -
3.83
3.70. 3.55
3.39
3.20
2.91
1 981
1 982
1 983
1 984
1 985
1 986
1 987
1 988
1 989
1 990
199',I
1 992
1 993
1 994
1 995
1 996
$2.56
2.17
1.73
1.31
o.92
o.74
0.61
o.45
o.31
o.17
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
Fesiden iiai..
Commerical.
lndustrial
Governmental
........ o.4
........ o.9
o5
........ o.5
IMPERVIOUS AREA : TOTAL LOT SIZE X RUNOFF COEFFICIENT
I
OFEGO'V
The follonlng proiect a rubmtled ftas tlP
ii'Iii.rs, ilJiSeinot requlre epecf,lc hnd
1000 sq.ft. or less
Each additional 500
sq. ft or portion
thereof
S.. 'GFIELO
Hanuf'd Hone. or'DvelIing
ice or Feeder
or Feeders
ion, Alterations
t ion:
L
Sumb
g)
I s Bs.oo
s 15.00
s 40.00
225 PTFTE SIREEf,
sPRrlcErEu), oREGoN 974
INSPEGTION RE0UBST: 726,o0,26*d
0PEICE: 726-3759
1. tocATroN OP INSTALI,ATIONs- 32.)
u60
BTJGI",ICAL PBRI{IT
Job Nunber D
3. COI{PIATB FEE SCEEDT'T.E BEIOII
A Nev Residential-Single or
Multi-Family per dvelling unit.
Service Included:Items Cost
approval.
yr"4zU'1
JOB
if
of
are non-transferable and exPire
is not started vi thin 180 days
suspended forissuance or if uork is
180 days.
2. COT$RA TOR INSTAIJATION ONII
Electrical Contractor {/re
lddress ,/2 ,-{a2
ciqzhlzlJ O2 Phone /;q
Superv isor License Nunber ,//26 J
Expirat ion Date ./O */'7A
Cohstr Contr. Number O2oa?69
Exp iration Date g-7- 2 7
Signature of Supervising Electrician
0vners
ci Phone
OIINER TNSTALI.ATION
The installation ls being made on
property I ovn vhibh is not intended
for sa1e, lease or rent.
0sners Signature:
to$or"tng
Iat
Iess
601
Over
Reconnect
One Circuit
Each Additional
Circuit or uith
or Feeder Permit
.00
.00
.00uBn affi
anps
Sso
$oo
s100
$130
$300
$40
00
00
OQ
00
00
00
D Branch Circuits
Nev, Alteration or Bxtension Per Panel
$ 35.00
Service $ 2.00
E. Miscellaneous (Service/feeder not included)
Temporary Services or Feeders
Insiallation, Alteration or Relocation
200 amps"or less
201 anps to 400 aEPs
-
Over 401 to 600 anPs
-
0ver 600 amps or 1000 volt
$
s
$
s
$
$
$
c
40
55
80
s see
IS
-Each installation
Pump or irrigation
Sign/Outline Lighting-
Limlted EnergY/Res
-
Llmited EnergY/Conm
00
00
00
40
40
20
SUBTOTAL OF ABOVE
5Z State Surcharge
3Z Admtnistrative Fee
TOIAL
5
CITY OF
SP'lINGFIELD
NOTICE:
THIS PERMIT SHALL EXBffiREI| Efi{QftffirroN DEvIcE pERMIT AppLIcArroN
AUTHORTZED UNDEH TH1S pERMtl lg pffi:rY 0F SPRINGFIELD
COMMENCED OR IS ABANDONED FOflUILDING
SAFETY DIVISION
0FFICE: 726-3759ryry$ry:!,------- T:::::::-::y:--,-?u-]-!u-,--
JOB LOCATION:€72 sz;5
ASSESSORS MAP *, ltoL o 0o o TAX LOT #: 0O {
OIINER:
ADDRESS:3Z"d r/PHONE *:(-.'l's=z-
CTTY:rl t STATE:OP ZlPz
BACKFL0W PERMIT IS $15.00 + S.75 (STATE SIRCHARGE) + 9.45 (ADMrN. FEE) = $t6.ZO
C./CONTRACT0R: /ru-
ADDRESS z /02O uJeql PHoNE *: 7q 6 -
CTTY:
CONSTRUCTION CONTRACTORS REGISTRATION T:66ff EXPIRES:
BY SIGNING THIS PERMIT/APPLICATION, I AGREB TO CALL FOR AN INSPECTION ONCI THE
BACKFLOII, PREVENTION DEVICE HAS BEEN INSTALLED AND IS VISIBLE FOR INSPECTI(.N(726-3769). I ALSO STATE THAT ALL INFORMATION ON THIS PERMIT/APPLICATION IS
CORRECT.
ATTENTION Oregon law requires you tofollow rules adopted by the O regonNotificationCenter.Those rul,bs are set
I SrArE: 6k
in OAR9S2-OO1 -0010 th rough OAR
n
,rrrfr
;-12
CITY OF SPF"VGFIELD, OREGO'U
DATE OF APPLICATION: 6 ??
RECEIPT *: A36q7C ISSUED BY:
JOB ? to z{o
TAL AI.IOUNT COLLECTED:
,1,
3/.2-o
il
Of,t /{ @'
ZTL f. ',*Z&57 bs# ?eoz5,p
BONNETT / EAYNES
ENGINEBRING GROUP Civil &
9306 NutbNcwport Hoy
Spokanc, WA 99218
Structural Desion G.alculations
of
Lateral Analvsis of Sinqle Familv Residence
&drn-dn-oR-
for
2822Glacier Pl., Sto. 110
Redmond. OR 97750
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BHEG Job No. 98132.20
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BONNETT HAYNES
ENGINEERING GROUP
9306 North N€wPort Hlghway
. sPol(ANE.WA99218
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BONNETT HAYNES
ENGINEERING GROUP
$100 North NewPott HighwaY
SPOIGNE. IYA 99218
TEL: (509) '068'76[16
FA)G (sog) 468-7534
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BONNETT HAYNES
ENGINEERING GROUP
9306 North NcwPott HighwaY
sPot(ANE, wA 99218
T!L; (509) 4*7624
FA){: (500) '16&75:}4
Joo a? t32.h
SHEET NO,
2
CALOUT.ATEO BV Joa OATE
sc^tE - -
OF
$i
ilIISC. DESIGN PARAMEIEBS-'-==----- - - - '
Allouabtc soil beadqgPcs!€ (w/o inoases)
Concreteweight
Soil rtcight
Soil friaion anglc
2000pil (assutrtd)
150 pcf
U0pcr
300
lassmed)
MATERIAL SPE CIFICATIONS
Rrhar
Concrete (28 day oouprEssiw srcngth)
Structrual Steel' ASTM A36
Steel Tubes - A$IM A500 gade B
Anchor Bols - A307 U.N.O
Sau,n Lumber
Glulaminatcd beams
Fy; a0 ksi (Grade 'lO)fc - 2,500 psi
FY= 36lsi
FY = c6 ksi
Hemfir
Comb.24F-V4
' 1( l7t-,w
""ronrio-f,'f'rrJiTABLE EA.DOWEL BE{RING STRENGTH FOR BOLTED CONNE
/o
s
h
.Y
0
'srt
l. Spccific gravity bascd on wcight and volumc wtcn ovcndry'
i. 6;ii;;;"ry to sng"riann Sfiruce,tndgcplc Pinc mrchinc slress ratcd (MSR) sntc(ural lumbcr'4
Spcificr
Gavity
o
a.- r.,U
ln
D-=ln"D=5/8"r-t14"
Aspon
Ealsrm Fir
Bcch-Birth-HickorY
Oocst SittaSpruc
C,ottonwood
Ilouglas Fir-krch -
Dou8hs Fir-Lorch (Nodh)
Douplas Fir$outh
Eastern llcrnlock '
Eastcrn lfcmlock'Trmarack
Easiern Hcmlc*-Tamarack (llorth)
E star Softwoods
'
Eastcrn Sprucc
Ersrcm Whitc Pinc
Engctmann Spnrce-Lodgcpole PinC
(MSR I650f ad highcr Sradcs)
Engclmurn Sprucc-IadgcPole PinC
(MSR 1500f and lorc.r gndcs)
0.39
0.36
0.71
0.39
0-4t
0.50
0.49
0./l{iTai
0.4r
0.47
0.36
0.4t
o36
0.46
0.3t
4350
{050
7950
4350
{600
r60q
5500
46m
,l6m
5250
4050
a6m
4050
5t50
1250
5 150
6150
7600
5700
5250
4?00
?6m
3900
3450
2200
1950
5250
2200
2350
3t50
3050
2600
2t50
29&
1950
2750
t950' -
2800
2r00
2t00
3650
4950
3250
29fi
u'a
4950
1900
1600
t950
1750
17N
r950
2t00
2800
n50
2500
2r@
zffi
t750
2100
t?50
2500
r900
2500
3250
4m
2W
2ffi
22W
4M
t700
l4m
r800
1600 -
1300
1800
t950
zffi
2500
23fi
I
1950
2350
1600
1950
1600
2300
r750
?ffi
2950
4050
2650
2150
2000
4050
1550
1300
t650
l50o
,, 54
1650
1800
2m
23co
1800
rt00
22W
1500
lE00
r500
2100
r600
zt0o
n50
31,,,0
2450
',.200
1850
ltso
;400
t200
I550
t100
37@
t550
r650
t,J,o
2t50
2000
1650
2050
r400
r650
1400
2000
1500
2000
2550
3500
a,Ao
2050
l7S0
3500
1350
l 100
n50
3400
lE50
t&50
1450
1800
2550
r750
1400
0.43
0.46
055
0.'58
05t
0.47
0.42
0.68
o3s
0.3t
0.43
0.58
rj.6t
0.,14
0.,14
0.37
0.43
0J5
0.42
0.36
4800
6500
7500
4950
19s0
{t50
4800
6t50
,1700
4050
2550
39m
4850
2600
2ffi
2050
25s0
3650
2450
t950
22J,0
3500
4300
itso
2350
t850
22s0
32sO
22co
t750
3200
3950
2150
2t50
1650
2050
2950
2W
t600
2950
3650
2000
2000
t550
r900
2750
1850
r500
Red Maplc
Red Oak
Red Pinc
Rcdwood. closc gnin
Redwood, opcn grain
Sitla Spruce
Southern Pine
Sprucc-Pine-Fir
Iy'cstem Ccdars (Nonh)
Wcstcrn Hentlek
Wcstcm Hcmlock (North)
Westcm While Pine
Wcsrcm Woods
Whitc Ock
Ycllow
0.36
0.35
0.47
0.46
0,40
0J6
0.?3
0:43
4050
3900
5250
5r50
4500
4050
8200
4800
l9s0
l90o
2900
2800
23@
1950
5450
2550
r 750
r?00
26C0
2500
2050
t?50
4900
2250
r600
r550
2350
2300
I 850
1600
4450
2050
1500
1400
22co
2100
t750
r500
4 150
r900
-r400
I 350
2050
2000
t600
1400
3850
r8m
i6 Bols
l
:
spccies'tLm6i-naiion
Hcm-Fir
Hcm.Frr (Nor$)
Mixod Maplc
Mixcd Oalir '..
Mixcd Souhcm Pinc
Mountain .llcrnlock
Nonhem Pinc
Nor0rcm Red Oak
Nonhcrn 9Pccics
Nortlrern White @ar
9f,til. )rJOa
BONNETT HAYNES
ENGINEERING GNOUP
9306 Nonh NewPort Highway- -sPot(ANE, wA 9!'218 ',-
6x€ET NO.OF
u24
TEI-:
FAX:
(50e)
(5oe)
40&7026
468-7534
CALC1.'IITEO 8Y o^TE
CHECXEDSY OATE
$QALE, --
l.A
frazrrn,S o 4e-^n- a F /Jou€ (6,ip Ol
[: 2a3o+
/'rrr,* = lb '
lii,,tn*. - blt 1l' /
,/t e /27 frF ( Zco fPk
t zt3 ??F
(o,
( //r
Suot
{rua I
)
)
Tt r, " (tL? fpr) t' ) t rorb*
td/r) + Vo r(?) b'Pf , )
edn Ufr1J-6
P-t =3+{n
zol
*
]u^,-'
il"t*-r.g,ttoY%,<4offF
< 230 fP(
(
(
AF
ttF
1'z,o
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s)
r)
=Qt4PP?I/') = tzll
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+Tsutt
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A^t<*rr,- f5o.6
n , ?fgo
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TrJa x)Yr UPtt?T,,o
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114 fi€
,aB
BONNETT HAYNES
ENGINEEBING GROUP
9306 Norfi Newpod HighwaY
SPOKANE, W499218
TEL: (509) {6&7626
FA(: (509) '16&7s34
QAr L.2<.t
sxEEr No.4 OF
CALCUTAIEO gY J
CHECXEO 8Y
-
OATE
OATE
SOALE - "
JoA
I
SEEARWAI,L SC4DUT,E
l/2" @Xplywood or OSB w/ 8d nails @:
. 6' O.C. AT AIIPA}IELEDGES &
- 12" O.C. FIELD. Allowable shear= 213 ppf
ln" CDKplywood or OSB w/ 8d nails @:
- 4" O.C. AT ALL PANEL EDCTES &
- 12' O.C. EIELD. Allowable shear: 312 ppf
LlZ,' CDKplyvood or OSB M 8d nails @;
.3'O,C. AT ALLPA}.IELEDGES &
- 12 O.C. FIELD. Allowable shear= 402ppf
5/8" GWB each face w/
- 6d NAILS OR SCREWS @ 7', O.C.
Allowable shear = 230 PPf
ROOF SEEATHING AIVD NAITJNG REOUIREMENTS (TYPICAL U.N.O)
ll2" CDXPLYWOOD or OSB W/ 8d NAILS or #13 Cn' staples @:
- 6' O.C. AT ALL PA}IEL EDGES A
- 12" O.C. FIELD
2
3
4
FLOOR SEEATHING AND NAILING REOUIREMENTS (TYPICAL U,N-O)
3/4" CDX PLYWOOD or OSB GLT ED AI'ID NAILED W lod or #14 Ga' staples @:
- 5' O.C, AT ALL PANIEL EDGES &
- l0 " o.c. FIELD.
9t I 72.2oJO6
BONNETT HAYNES
ENGINEERING GROUP
fflo6 Nortl Newporl Highway
SPOt(AtlE, WA 99218
TEt: (s09) 46s7626
FAx: (50S) 46E"7534
c^LcuL^TEo BY Jfuru--
7 OFSHEE' NO
CHECXEO BY
OATE
OATE
50AL€ ' " -
daitdol
Bottcd Coulection' Slaglc Shcrr
Pot Crnaciw
Sumnrry of vrlrcl lor y'teld lirril tqurdor:
D- 0.J in
Fr= . a5.013i
Mrin Membcr (ccncrctc)
l-o ir
0"' O d.gis
so.- o.Jo (DF)
F-o tt0o.0 pd(Dn
(rs.d lq AJorholE)
6Uo Manber
8eo
sG, -
F.<r -
1.5 ii
0 d.!r
0.r3 (oF)
ae{F ja@rt llF
75$ lalorV if
sioh -
.ah -
Fr = Fr - F.&f Fds,/ Gap'rid0 + flr'edO; =
Coctfichnu for Yicld cqu^lloos;
0.000
r.@0
rsoo.o pi (oF)
n'F-/F.=r.\"
l 'z'\-
2. &'
R= q/\-
r -(.
t'l\.&:-
0o=
F{.l -olldo-
lr'
I.000
z.0m
3.O0 r'
1.000
t.000
].000
?.000
0.0 &trctt
l.ooc
0,679
r.126
t..66
Ylrtd l.init E4uetions:
Mooi l. GOs .{. i.2n);
z = oFu'F- /.'r. = lt00'o '
Hod. rr (NDS .q. C.2-?):
z - o-\-Eot ..k. 000.0 I
l6do ll (NO3 tl. &2J):
Z.x,.O.q.F,i 1.6.&! 6?9."
rto& llln NDS cq. 8.2-a).
Z-t.O.tn F-tr.2.(lr2Ro)'l$- g{'.7 t
ModG lI[ (NDs.cq 8']J):
Z o rr.D.L,Fa / l.3.O.Ro)'K. ' 5'9-9 I
Mrdt lV (NDS cq, &2.6):
z' (D)rr.2'rg)'(2"F-'tr'o'(l'&Dta ' &lc t
D$ign JlrcoStlr (7) c rm'tlttt Yrlsc o'r'icld limil '{s'rioor:
J49.9
94 I ,r
z
e
+
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