HomeMy WebLinkAboutPermit Building 2002-01-28SPRINGFIELD
Job# 02-00048-01
COMMERCIAL PERMIT
City Of Springfield
Community Services Division
Building Safety
Page 1 of 2
Job Number: 02-00048-01
Office:726-3759
lnspection Line: 726-3769
Tax Lot#: 05500
Subdivision:
h,
225 North Fifth Street
Springfield, OR97477
Location Of Proposed Site: 1930 Mohawk Blvd Spr
AssessorsMap#: 17032524
Lot: Block: Addition:
ctrY oF SPRINGF7ELD, OREGOTV
Owner: lzzys
Address: 1930 Mohawk Blvd
Scope Of Work: Restaurant
Phone Number: 541-741-2035
Repair damage due to car thru building OK to
Contractor
Jm&SConstructionlnc
Po Box 1528, Albany, OR 97321
Office
Land Use:
Zoning Code:
Bedrooms:
Range:
Requi
-Prior to cover.
-Prior to Cover
-Prior to taping.
-When all required in
\o .(sU
spections
# Of Buildings:
Occupancy Group:
Heat
:00
o\\$o
and the building is complete.
City/State/Zip:
Repair
97477
$23,000
012802.DB
Expiration Date
8131t2003
Phone
541-917-0313
Contractor Type
GeneralContr
Quad Area:
# Of Units:
Constr. Type:
Water Heater:e:
To request an inspection call the 24 hour recording at 726-3769. All i
a.m. will be made the same working day, inspections requested
working day.
Framing
Walllnsulation
Drywall
FinalBuilding
\$e \\?
# Of Stories: Height (feet):
Current Units: Proposed Units:
Census Code: Does not apply
Area (Sq.
Main:Accessory:Total
Construction Types:
Occupancy Groups:
# Of Buildings:
# Of Bedrooms:
Handicap Access? [
Job# 02-00048-01 Page 2 of 2
Fee Paid On Receipt# Value/Quantity Fee Amount
Buildins
Building Permit
State Surcharge For Building Permit
8% Building Administrative Fee
Total Building
0112812002
0112812002
0112812002
7881
7881
7881
23,000 $208.80
$14.62
$16.70
$240.12
Grand Total
By signature, I state and agree that I have carefully examined the completed application and do
hereby certify that all information herein is true and correct, and I further certify that any and all work
performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of
the State of Oregon. I further state that only contractors and employees who are in compliance with
ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are
requested at the proper time, that the project address is readable from the street, that the permit card
is located at the front of the property, and the approved set of plans will remain on the site at all times
during construction.
Signatu
$240.12
r'
JAN-08-02 TUE 1 1 I3O AN CRAI^IFO|ID AND CUJAH-OB-02 I I :O2 !-ROH.ONESE649* INSURANCL; ULAIM FAX N0, 15414856512
lUrtlr35Z143*r::,P, 0:t
MORTIER
ENGINEERIN G, HC.
1?4$ pr*HL $1t1EEt
Et 0FltE, OFF.SON 97r0rpltONE (S4t) 4$4-!@{1 " r^x (541) 4&}3$ro
TOLL r.B5'r.i lt,l ()F{rl0()fl 1"9/76(iI-9959
STRUCTHAt
BUIL-DING DESTGN . FIF€ rcTECnoN
@DE COI.r$lJLTAffr . PtSr{ Ct€Cl{Nc
CONSIHUCT1ON INSPECNON
1p-t?7t01
l-iha,fiy N.W.
P.0. Boxa4t5
Forll"rnd, OR 9720S
FtF: tnrlcsstl$.aroL0 strcel $.pringteld
w.0.#142t9
Strucfural Damage Inspedion -
A* ysu requested, a structural danrage inspection vrns perbnned by Mortier Engirreering,
P.fi. at tlr+ ahove address on 1?127101.
The ka/s Re$auriafi at i9ft ard Q Sa€et in Springfuld inarned structural damage due to
rl vohic&r beng clriven into the fumpout bay of windors at the H skle of the bUldirrg. The
damag* is as f'dlou/s:
, Att approximddy 1A Hl 6]6- column to the south sitle of tfre bumpout supporting
a ffx12'beam epanning appoximately 24'uras seveldy sacked and broken ln tuo
aress c,aqtfutg the column to be ineffedive and is nd slpporting the bedn- The
column ws$ sawn ofi at the boftom of the beam hangers to pmvide the adequde
temporary Shoring that ms in phce at Sre Ume of inspec'tion, The 6"16" column to
fte rxorth srdo b intsc{ and perbrmirq utell.
" Tr*o of llte four windmvs u,se brokcn and rernared at the tine of in$pection,
" Ths ?|xl0 floor rimffi ls broken and cnrchetl and was parthlly rgrrrqred at the time
of insfisdion to ir$EllttpGmporary sfuing md pltnmod corering ficr the open arEa.
The next joist is 12n back from tre rirn ioist and is not damagred,
' 'lhe ?)<8'' pressure heated bottom pate is sHghtly crustred.o '[he 3/4" plynood f,otr deckittg is bnoken at thls area, ard the carpet is danrqed.
l"tpr:n inspecfiofl, the following is recomrnended to repair the structureil darnage: \
Fteplaqs fig qpproxmately 16'tall 6"x6'oolumn conti/xrous$ fuI fpaght fiorn the
existing bottom plate at the mncrcte foundation to tte e)dsting roof bearn. Provide
a $irnpson EC6 po6t cap atthe column to roof beam connedbn. Provlre 2-$inpsoo
t{D2A holdovm, ofie at 6ach side of trre oohrnn, at fie base of $e column, uffi S/8'
through bofis and 5/8" threaded rod to be ambedded 5" ifito the exbting Corrcreto
foundctkln wih Simpson ET. epory. No Wer*al lnspecilim is rcquired tur the epolry
inslaflation. The uBper wirdo$, remaining ilust be remo\red for [re mlumn
in*tathtlon as the 6-16* bearns bekh/v this windour and over the sou*prn broken
\ Nflo$t lntrst bo remov€d to redtacfi Ote e$sting cono€aled llange beam lungers to
tho rrerru eolumn and than tle existing 6'18" beams may be reinstalled- The 6'x8"
>.
JAN-08-02 TUE I1:3I AH CRAI.]FORD AND CO
JAN*UB-62 | I , e42 I'ROI'I ' O)"--"EACON I NSURANCE CLAI M
FAX N0, 15414856512
I D, 6035^r'3832
P, U3
PAGE 3/3
beam rlver the southom broksr wirdotr is snpportirE some mof bad. Temporary
sloring mu$t hrl in placa duing he remorsl of this beam to altow tle reattachment
cf the exsting ooncsaled flarrge hanger to the odumn, Prior to installing the new
(rtumrr, irstall bmporary shoring for the odsting Akl? beem above within 4'of the
errt of the beam at tre bumpout This slpring ls to be supported at the base on the
existing oncrete slab.
" The wlndows rnay sg rBptaced after the stnrctural dements ha\re beert irntalled,
* Replare the crushed sechon of ?Y10" dm joist and toe nall to the existing ?)<4'
pressrrre bealed nailer on the concrete slab-, ifeph* the sec{ion of cnrshed 2lt6'' pressure treat€d bottom datg if rye{ed. The
rofiac6d saction'rs to be instaled with 1416'rmdge Onchors et each slde of the netn
sp{ioet at the Plate., Reptace the broken 3r4" dyu/ood, lt appears tH a mlnimum of a 4x8' stteet of
, initalt otrer fiaming members required using standard oonstructbn praclices.
Heplm finbhes to nratch existing"
Ttrankyu.r ftrthisopportuniUto be of seruioe. lf yor.r trare questions regardingthis report,
please contarJ me at4s4-9080.
Siinrerely,
TN
,Uit,
Brudley R.u*ffi-refy'u:
.
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