HomeMy WebLinkAboutPermit Building 2018-10-030iEG0il
web Addressr www.springrield-or. gov
Building Permit
Residential Structural
Permit Nu mber: 81 'l-18-002333-STR
IVR Number: 81 1021542419
City of Springfield
Development and Public works
225 Fifth Street
Springfield, OR 97477
541-126-3153
Email Address: permitcenter@springrield-o. qov
SPRINGFIELO
'b
Permit lssued: October 03. 2018
Category of Construction: Single Family Dwelling
Submitted Job Value: $19,308.00
Description ot Work: Foundation Repair
Type of Work: Repair
Worksite address
1514 CANAL ST
Springfield, OR 97477
Parcel
'1703342301600
Owner:
Address:
VICTOR DAVID E &
TRACY A CLARK
1514 CANAL ST
SPRINGFIELD, OR 97477
Business name
KEM LLC - Primary
License
ccB
License number
146906
Phone
u1$88-7177
lnspection group
Struct Res
lnspection status
Pending
Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing
jurisdiction indicated on the permit to determine required inspections for this project.
Schedute or track inspections at www.buildingpermjts.oregon.gov
Schedule by phone ca 1-888-299-2821 use IVR number: B1lO21SO241g
Schedule using the Oregon epe.mitting lnspection App, search ,,epermitting' in the app store
Fee Description
Technology Fee
Structural building permit fee
State of Oregon Surcharge - Bldg (L2ok of applicable fees)
Quantity
------_--__-_-__
Fee Amount
$16.40
$327.96
$39.36
$343.72
Permits must be post€d in clear view on the worksite. Permits expire if work is not shned within 1go Days of issuance or i, work issrrspendod for 180 Days or longor alepending on the issuing agency." poti"f. - '
All provis'ons of la!l6 and ordinances governing this type ot work wi be comptied with whether spcciried herein o, not. Granting of:.TJI#ffi#[?J;:1o give authodtv to violat€ or cancel the prov;sionJor any otner state or rocar raw,egurating construction
ATTENTIoN ' CALL BEFoRE You DIG: oregon law requires you to forrow rur"" adopted by the oregon utirity Notification center.:,:f;";;:;;:;";;::i,.in oaR ss24o14o1o thtoush'oaR;s2ao1iii.'i)-i ,"y oro,, "opies ot the rutes by caring the cenret ata;:;:;:;,,ilil,:,:::,,:.:;:1:;1";ii;:i;::;:fr,:::,,:",,:;:;,;:,,i,r:;::;;d untess exempted by oRs 701.010
std_Buitdkgp qn Jt
TYPE OF WORX
JOB SITE INFORMATION
LICENSED PROFESSIONAL INFORMATION
PENDING INSPECTIONS
lnspection
1999 Final Building
SCHEDULING INSPECTIONS
PERMTT FEES
Total Fees:
5pftN6FIILD
,%
0tt6GoN
www springgsld-or.gov
address: 1514 CANAL ST, Springfield
703342301600
oR 97477
Transaction Receipt
81 1-18-002333-STR
Receipt Number: 468212
Receipt Date: 10/3/'18
CitY of Springfield
Development and Public Works
225 Fifth Street
S}rinqfp.]ld, OR 97477
541-7 26-37 51
permltcenter@springf ield_or'gov
Worksite
Parcel: .l
Fees Paid
Transaction date
I u/3/ I8
10/3/18
FEs amount
$327.96
$39.36
$16.40
Paid amount
$327.96
$39.36
$16 40
Description
Skuctural building permit fee
Slate oI Oregon Surcharge - Bldg (12% of
applicable fees)
Account codg
224-00000425602-1030
10/3/18
1.00 Ea
1.00 Automatic Technology Fee
821-00000-215004-0000
1 00-00000-425605-0000
paYment Method Credil card authorization
0980'1G
Payer: Kenneth J Marquardt $383.72Payment Amount:
Cashier: Toste Muniz Recoipt Total:$383.72
lor3rta g:ls am FIN-TransactionReceiPt-Pr
Unltg
't.00 Ea
Page 1 ol 1
Structural Permit Application
Ufat22 5 Finh Slner. Sprirgfield. OR 9?.17'7 | PH(541)7?6-3751 . FAX(541)726-l6t9
This p.rmit is isiued undrr OAR 9l&46M030. Permits cxpirc if wort is uot ltrrbd wirhi! 160 days ol
ssrpendcd for 180 dryi.
LOCAL GOVERI{MENT APPROVAL
This proj.ct has tinal lrnd-usc approrrl.
SiSndurei Daie
'Ilis projecr hai DEQ "ppro\"1
Sigllature:Dale:
Zoni.lg approval vlnfied: fJYcs fl No
Propcny is ilirhin flood ptain: nYca INo
CATEGORY OF CO}ISTRUCTION
n Residenrial I Covemment D Cumraercral
JOB SrTE NFORITIATION ANo LOCATIOiI
Job siie addrBs: \S t .{ d+l *u St,
Citv: S?F\{q f-\ECL Stalei O\r,r zIPn!41-
Subdivision Loi no.
Reierenae:taxsot, D lloD
PROPERW O\"NER
)iamc: T)5.11 r5 \ta.{bF-
Addrcss: q5 1.1 C,r"-{Ar_ 3,t- .
Ciiy:SPAJhhle-!Slllc: 6E ZIP:fl1q11
Phone -.{
E-marl
Building Onner or aulho
Sign hsr€
fi n,s imiil.tion is xinliadc on resi&nrial or fann proFnl'o*rrcd by
me tr a m.mbe. of my imn.dirt. fainjly, rnd is cxempr fmm licensing
rcq\rirsnrnls urd€r Oi.S 701.010.
CONTRACTOR INSTALLATION
Business 0ame:
Address: g L :- BeT* EL 1> o_\ ..1 €
Crty Eua:"-re Srarei OA zlP:'la.{l,1-
Phooc*tl {!..- llzr
f^rllail S\al\.,-A r<r..}^r.ta*z.< I . t^*
CCB licensc no-
Prinr nrma
SUB€ONTRACTOR INFORMATION
CCB Licenrt f
El€tlricd
PluInbing
-Uech!ri(al
nce ifwork is
t
e
DEPART"ENT USE ONLY
Pennitno:,6 -23vv
D l>l t8DaIe :
FEE SCHEOULE
l Valu.tioD informrtioo
(a) .Iob des€npoon:
Occupancy
Connruclio, typ{
Squar. tlcl
Cosl p€' squar. foot
Oth€r infonltarion: ?ot.S'"a,. o1 fief,F.1F.-
Tr-pe of H.at:
En.rg' Prth:
I oc", Ealterarion E odditlon
(b) Foundadon-only pcrmn? ! Y.s E Xo
Totd talu.tionl s \4. gos. (
2. Buildirg fee.
(a) Permii fer {us€ valuation trble)
O) lDveslig.tive f€c (equ.rl ro l2al)s
(c) Rcinsp.ction lS per hour)
{number ofhours x lee per hour)s
(d) Eriler 129'o surcharSe (.12 r {la+2b-2c.|}i s
{c) Subtohl of fc6rborr {:r through 2d);
3. Pler rwierr- fecs
(.) Plln rt iclP (65% x p.rmil li'. [2a])r s
Gl Firc !fld hfe safcry (65s. x pcrmit fee [2rl)5
(c) Sobtotal of frrs.bor! (3r.Dd 3b):s
4. Miscell.neous fees
(z) ScBIt'ic icr. l9'. (.01 x pennil fec l2al)s
(b) Tech f.c, 5% (.05 x p€rmit fer[z.]+PR fce [3cl)s
TOTAL fe.s rtrd surch.rg!5 (2!+3c+4.+b):'*3.
Lcsr edired 5-5-:017 B"Ioncr
I
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HILL & DALE ENGINEERING, LLC
P.O. BOX95
VIDA, OREGON 97498
5'11{6&667
541-96S5056
ttha?{€tgsEiL(drt
Page: i/12
Date:1o/o218
Cllerrt Ram,ack
P.O. 8ox irTor
Eugene, OR 974io
Lo<atlon: r5t4 C.nal St.
Job Descriptlon: Repair plan
Job umber ilo-18
D6lgn Crlterlar
OSSC 14 and OR5C 17
-SDC D
-Floor Ltue Load=4opsf
-Floor Dead Load-1opsf
^Roof Snow Load=:opsf
"Roof Dead Load=1spsf
-l(C-ESR-r854
,Frurj;r
[; : '..
-The water tnble and soil conditions at this site do not have the potential to corrod€ the steel piles, as
required for placement of the piles, the torque correlation method is being us€d for the design of the
placement of the piles, and spe<ial inspection ofthe placement of the piles will be performed by this
office. th€ design for the repair has been performed by this otfice, and is inck ded in this packet for
vertical settlem€nt,
This reprir plan provides the helical pier repalr estimated to be most need€d at this time, based on
observation and level survey, and per the owner's request, for vertical repair only. The repalr is not
for seismic considerations. Other areas are to be obse ed over time, as those areas are not deemed
to be of need o{ repair at this tirne. At ihis time, the orElnal foundation under tha floor, at the
addition, as well as the post and beam footings are subie(t to iurface soils, and may ne€d to be
addressed in the futlre, il need€d. lt is recommended for the owner to maintaln the storm water
downspouB to a reliable outlet at least to' away from the toundation. l{ any adiustable post bases
and shims are Installed, the owner or owne/s agent are to do any maintenance, as needed. when a
structure is partblly supported on surface soils and pa.tially to sub strata, some differential
performance of the structure could occur over time- lf any issues are gbserved, call this offlce for an
inspection.
H ILL & DALE EN6INEIRIN6, LLC
PO 80X 95
VIDA, ORE6ON, 97488
(541) 868-O667
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Olsplacementr 8.6
t€tloir.6.oBpst
"Iorque
Q;!.llumntc olacuV
Worklng [oad 3il
Worklng Load 2il
5 K orlver
500 750 10oo ,.250 1500 1750
849 r,z-14 1,698 2,L23 2,547 2,9?2
8,491 12,736 16,902 2r,227 25,472 2g,7LB
2,830 4,245 5,661 7,076 8,491 9,906
4,245 6,369 B,{9.1 10,615 12,736 14,859
2000 2250 2500 2750 3000
3,396 3,821 4,24s 4,670 5,094
33,963 38,209 4t,45{ 46,699 50p45
11,321 12J36 14,151 15,566 16,982
16,982 19,104 21,227 23.350 2S,{i2
3250 3500
5,519 5,944
55,190 59,436
18,397 19,812
e7,595 29JtB
Dlsplacement 14.5
Ratio 5,05
PSI
Torque
Q;ulurnatc oPactty
Worklog Lood 3ll
Workhg [$d ztl
2.6 K Oriver
1000 1250 1500 rTso
0'7 1rO71 1.285 1.499
8,566 i0,707 12,049 .14,990
2,855 3,569 4,283 4,997
{,283 5,354 6,42{ ?,495
2000 za50 z5oo 2750
1,713 1,927 2,14L 2,356
17,132 19,?73 21,414 23,s56
srrr 6,424 7,138 7,852
8,566 9,637 1oJo7 1t,770
3000 3250 3s0o
2,s70 2,784 2,998
25,697 27"839 29,980
8,566 9,280 9,993
12,849 13,919 14,930
500
420
4,283
!,428
?,141
750
642
6A24
4141
3,?12
3 112' push pier rams
4" push picr rdms
Rnm lack olomgon
Motor: Parlcr TF0Z40gS
Gear D.lyc: Aubrrn ceor
PSI x
Pst x
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