HomeMy WebLinkAboutPermit Building 1996-08-29LOCATION OF PRO
ASSESSORS MAP:
SPFI'tlcFTELO
2
JOB NUMBER
INSPECTION LINE: 726-3769
OFFICE: 726-3759
TAX LOT:
ZIP:SD,STATE:
PHONE:- 4 s-/7l+L
CITY:
ADDRESS:
OWNER:
NEW x FIEMODEL ADDIT|ON DEMOLTSH OTHER VALUE:
<,/DESCRIPTION OF WORK:
NAME ADDRESS PHONE
ARCHITECT:
ADDRESS EXPI RES PHONECONTRA TOR'S NAME
MECHANICAL:
ELECTRICAL:
CONSI.
CONTRACTOR #
GENERAL:
PLUMBING
PLUMBING
NO.FEE CHARGE
Single Fixture
Relocated Bldg
(new flx. addtl)
Water Service N0nt rp
Sanitary Sewer .ry,fi.0i,It,,-
Storm Sewer l!rtloa,'"! oa LL Fv^,
B ackf row o
"ur " lu",!tl E ry6,
UND
16 s4 Triiltrr.,, tgl OAI ,;::/s 'ABA;:::Enr
.rlOl I, ."UNED
TOTAL PERMIT
Nr)FFtr CHA RGtr
Furnace/burner & vent
<100,000 BTUs
Furnace/burner & vent
>100,000 BTUs
Floor furnace and vent
Suspended wall or f loor
mounted unit heater
Appliance Vent
separate
Stationary evap.
cooler
?r Vent Fan/Single
duct
r Vent System apart
from AC or htg.li,xli _
ONN\orfloo{
it lssuance $10.00
TOTAL PERMIT
/s
Fon
- OFFICE USE -
LAND USE:
ZONING
HANDICAP ACCESS:
FLOOD PLAIN
OCCY GROUP:
r OF STORIES:
QUAD AREA:
r OF BLDGS:
CONSTR. TYPE:
HEAT SOURCE:
LIGHTING POWER BUDGET:
WATER HEATER:-
SQ. FT.$/SQ. FT.VALUE
TOTAL VALUE OF PROJ
x
x
X
SQ. FTG MAIN
SQ. FTG ACCESS
SQ. FTG OTHER
RCPT#PLAN CHECK FEE DATE BY
BUILDING PERMIT PLUMBING DEMOLITION
5% State
Surcharoe
5% State
Surcharge
MECHANICAL \5S-)FENCE
VALUE $
3lll.'n'i,f. +3q)\,'ll)SIOEWALK
FT.
SUBTOTAL
PERM ITS
Plillr.oac \0 00 CURBCUT
FT.
SYSTEMS
OEVELOPMENT
lDTOTAL PERMIT FEES
EXCLUDING ELECTRICAL
COM M ERCIAL/ I N DUSTRIAL
PERMIT APPLICATION
225 Fifth Street, Springfield, Oregon 97477
2lzn"..c.
l\il F
I OF UNITS:
REOUIRED INSPECTIONS
It is the responsibility of the permit holder to see that all lnspections are made at the proper time. To request an inspection, call
126-9769 (recorder), state your City deslgnated job number, Job address, type of inspection requested and when you will be ready
for lnspeclon. Requests recelved before 7:00 a.m. ylll be made the 6ame working day, requests made aftei 7:00 a.m. wlll be made
the following work daY. '/
SITE INSPECTION: TO bE V ROUGH PLUMBIffi^ 1 PAVING: AftCT ITAVEI iS iN
made after excavatlon, but ELECTRICAL & ttWJ place but prior to placing
prior to setup of forms. MECHANICAL: Nd{arork ls to asphalt or concrete'
be covered untll these
gNDERSLAB pLUMBING, inspections have been made SPECIAL INSPECTIONS: ln accordance
ELECTRICAL & and approved. Section 306 of the State Specialty Code
MECHANICAL: To be made a special inspector shall be employed
before any work is covered. ATTIC DRAFT STOPS & Oy ine Owner/ Contractor during
CURTAIN WALLS construction of the following w6rk. A
FOOTINGS & FOUNDATIONS: ETDEDT AnE. E copy of the special Lesting reports shall
To be made after trenches are FIREPLACE: Prlor to placing be furnished to the Building Division.
excavated and forms are facing materlals and before
erected, ail steel in ptace, but framing lnspection' srRUcruRAL CoNCRETE: ln
prior to placing concrete. FRAMTNG: To be made after excess of 25OO P.S.l. (306 aJ)
coNcRErE SLAB: ro be $:#:! i'lJ'3['Jlfl;t],? ," srRUcruRAL wELDS:
made after all lnslab building place aid all plpes, chlmneys Performed on the iob. (2722 t)
service equipment, condult, ind vents are'complete and
:liJl,?;""".",:;H:? ?,H'"'::i :i?',i:ffi1i"".'l'':,X'iJ;[i:t: Bl?:f],?Elnoll",?,o,.'l$t"oln place but before any tightenlng operations. (306
concrete is placed. INSULATION & VApOR a.6)
BARRIER: To be made after all
UNDERGROUND: Plumbing, lnsulatlon and required vapor SPRAYED ON
electrical, gas, sanitary sewer, barriers are ln place but FIREPROOFING: U.BC.
storm sewer, water and before any lath or gypsum Standards 43-8.
dralnage llnes. To be made board lnterlor wall covering is
prior to covering or filllng applled. S'ECIAL GRAD.NG,trenches.
,NDERFL..R: p,umbins ,
-
[:::,S'"=^?XA'J3[gi"' ifnJTiiil-tli:'5Jb'i]'"1
electrical, mechanical. To be according to plans. chapter 29)
made prior to installation of
floor insulation, decklng or LATH ANDToR GYPSUM GLU'LAM BEAMS: lnspection
floor sheathtng. BOARD: To be made after atl Certlflcate by an approved
lathlng ancl gypsum board, agency, furnlshed to the clty's
poST & BEAM: To be made lnterlol and e-xierlor, ls ln ' Bullding Division before
prior to lnstallailon of floor place but before any beams are placed' (2501 u'Bc'
lnsulation, decklng or ltoor irlasterlng ls applie6 or before STDS' 25'10J1)'
Sheathing.gypsumboardlolntsandiasteners are taped and STRUCTURAL MASONRY: (306
FLooR TNSULATToN & flnlshed' a'71
VAPOR BARRIERS: TO bE
made prlor to installation of
decking or floor sheathlng.
MASONRY: Steel locatlon,
bond beams groutlng or
vertlcals ln accordance wlth
uBc 2415.
ROOF SHEATHlNG AND
NAILING: Prlor to lnstalllng
any roof coverlng.
SIDEWALK & DRIVEWAY:
Required for all concrete
paving wlthln street rlght of
way, to be made after all
excavatlng complete and form
work and sub-base material in
place.
CURB AND APPROACH
APRONS: After forms are
erected but prlor to placing
concrete.
'ln addition to the inspec-
tlons specifled, the Bulldlng
Officlal may make or requlre
other lnspections of any
constructlon work to ensure
compllance with the Bullding,
Clty or Development Code.
By signature, I state and agree, that I have carefully examlned the completed application and do hereby certlfy that all information
herein is true and correct, and I f urther 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 pertalnlng to the work described herein, and that NO OCCUPANCY
will be made of any structure wlthout permission of the Bulldlng Safety Dlvlsion. I further certify that only contractors and employees
who are in compliance with ORS 701.055 will be used on thls project.
I further agree to ensure that all requlred inspections are requested at the proper time, that project address is readable f rom the
street, that the permlt card ls located at the front of the property, and the approved set of plans wlll remain on the site at all
times durlng constructlon.
Signature w Date I -ae-??
\
VALIDATION
RECEIVED BY:
DATE PAIDAMOUNT REC
RECEIPT *:
F]NAL PLUMBING
FINAL ELECTRICAL
FlNAL MECHANICAL
FINAL FIRE DEPARTMENT
SITE PLAN REVIEW BOARD: Must be requested 2 days in advance
of the date you wish inspection. All proJect conditions such as
landscaplng, parklng lot striping, etc. must be completed before
requestlng thls lnspectlon.
FINAL BUILDING: Requested after the final plumbing, electrical,
mechanlcal and Flre Department lnspections are made and
approved, No occupancy of the premises can be made until a
Certlflcate of Occupancy has been issued by the Building Division
and posted on the premises.
ADDITIONAL COMMENTS:
PLANS REVIEWED BY DATE
IhTGFIELO
efr,
225 Ft.,H 5TREET t-.'-n r
SPRTNGFTELD, oREGoN 97477 _):tJ-b .TNSPEC;TI0N REQUEST: 7ZS-116g
OFFTCE: IZO-ZISg-
- '-'Y -1Yd'"':.'' : " Nna
ELECTRICAL PERHTT APPLICATION
City Job N,rmber ql.o\tl
3. COHPLETE FEE SCEEDUI.E BELOV1
1000 sq.ft. or less S 85.00Each additional 500sq. ft or portion
thereof 'S 15.00Each Manuf,d Home. or
-
Modular Dvelling
Sertice or Feeder g 40.00
Services or FeedersInstallation, Alterationsor Relocation:Electrical Contractor
Address
Ci ty Phone
Supervisor License Number 33qu\
Expiration Date \b\ql
Items Cost Sum
s 2.00
TI f TIONF
A I'lev Residential-SingIe or
Mul t j.-Fami 1y per dvelling uni t .Service fncluded:SCRTPTION
JOB nn
Permits are non-transferable and expireif vork is not started vithin 180 diysof issuance or if vork is suspended ior180 days.
2. CONTRACTOR INSTALT^ATTON ONLY B
Seef
Constr Contr. Number
Expiration Date .\3.qr
Signa of Supervising Electrician
0vners wame N\}1 ,0trAdd ress lt
cir PhUone
VrusraLutrtoru
The installation is being made onproperty I ovn vhich is not intendedfor sale, lease or rent.
0rmers Signature:
DATE:
Temporary Services or Feedersfnstallation, Alteration or Relocation
200 amps"or less S 40.0020L amps to 400 arnps
-
S 55.00Over 401 to 600 amps
-
S 80.000ver 600 amps or 1000 volTs see .B" a6ove
D- Branch Circuits
Nev, Alteration or Extension r Per Panel
s 3s.00
C.
5. SUBTOTAL OF ABOVE
5Z State Surcharge
3Z Administrative Fee
TOTAL.
200 amps or less
201 amps to 400 amps
--401 amps to 600 amps
-
601 amps to 1000 amps-over 1"000 amps/volts
-
Reconnect 0n1y
One Circui t
Each Addi tional
Ci rcui t or vi thor Feeder Permi t
s s0.00
s 60.00
$100.00
s130. 00
s300.00
s 40.00
ser"icfl t4El-c4-.
\o
I\V O{
E Miscellaneous (Service/feeder not
-Each installation i ncluded )
Pump or irrigation
Sign/Out1ine Lighting-
Limi ted Energy/Res
-
Limi ted Energy/Comm
s 40.00
s 40.00
s 20.00
s 36.00
RECEIVED B
JA#
COMM ERCIAL/I N DUSTRIAL -
PERMIT APPLICATION
225 Fiflh Street, Springfield, Oregon 97477
SPRIAIGFlELO JoB NUMBE "
o6/ 7/G
INSPECTION LIN E: 726-3769
OFFICE: 726-3759
LOCATION OF PROPOSED WORK:2
ASSESSORS MAP )voz- 3 2-4z-TAX LOT:
7
PHONE:Mz s
7
STATE:ZIP:q-7 Ll lfiCITY:
ADDRESS;
OWNER:
ZrtrX t firzDESCRIPTION OF WOFTK
NEW- REMODEL VALUELADDITION DEMOLISH OTHER
Ek^;
NAME ADDRESS PHONE
AFICHITECT:
ELECTRICAL:
NAME EXPIRES
-4r+*t 'i X!
CONTRACTO
UJ.-
MECHANICAL
ADDRESS $pan*l6rs yu[-[g CONST.
CONTRACTOR #PHONE 5Y1
4ba - s3cGENERAL:
PLUMBING
5Y DU Vtztr-
TOTAL PERMIT TOTAL PERMIT
. OFFICE USE -.HANDICAP ACCESS:
QUAD ABEA:
* OF BLDGS:
LAND USE:FLOOD PLAIN
* OF UNITS:ZONING:
OCCY GROUP:
Y OF STORIES:
CONSTR. TYPE:
HEAT SOURCE:
LIGHTING POWER BUDGET:
WATER HEATER:
PLU MBIN G
NO.FEE CHARGE
Single Fixture
Relocated Bldg.(new f ix. addtl)
Water Service
ft
Sanitary Sewer
ft.
Storm Sewer
ft.
Backf low Device
NO FFF CHA RG E
Furnace/burner & vent
<100,000 BTUs
Furnace/burner & vent
>100,000 BTUs
Floor furnace and vent
Suspended wall or f loor
mounted unit heater
Appliance Vent
separate
Stationary evap.
cooler
Vent Fan/Single
duct
Vent
from
System apart
AC or htg.
Mechanical exhaust
hood and duct
Permlt lssuance $10.00
SQ. FT.$/SQ. FT.VALUE
TorAL vALuE oF PRoJEcr ,/ 6 dt? P ,' ft4*rt2-taL,rrlL
X
x
X
SQ. FTG MAIN
SQ. FTG ACCESS
SQ. FTG OTHER
RCPTIPLAN CHECK FEE
7 T
OATE BY
Zzz '32
BUILDING PERMIT /2b,to PLUMBING DEMOLITION
3',11.i5'.'" O/3+q!6 /o,>7 5% State
Su rcharge Phtt,{attart 93,d3
MECHANICAL FENCE
VALUE $
5% State
Surcharqe
SIDEWALK
FT.
SUBTOTAL
PEBMITS
PAVING CURBCUT
FT.
SYSTEMS
DEVELOPMENT
TOTAL PERMIT FEES
EXCLUDING ELECTRICAL
r/ ?oa
DE-
It is the responsibility of726-3169 (recorder), siateror tnspection. Requests
the following work day.
UNDERFLOOR: ptumbino.
etectrical, mecnanicii.' iJ,o.made prior to installatlon JIfloor insulation, Oecr,lini' "i'floor sheathlng. --'-"'v v'
POST & BEAM: To be madeprlor to lnstailailon ot fiooilnsulation, decklng or fiooisheathlng.
FLOOR INSULATION &VAPoR BARRIERS: To bemade prlor to lnstallailon ofdecking or floor sheatning.'
MASONRy: Steel locailon,bond beams grouting oiverticals ln accordanle wlthuBc 2415.
REQUIRED INSPECTIONSthe permit horder to see that a, rnspecrons are made at the proper time. Toyour ctry desisnated ioo numoer,'jl.J;;;";;:", type of inspection requestedreceived before 7:00 a.m. will be ;;A il;';me working day, requests made
request an inspection, call
lLd *_h^ul you wiil be readyafter 7:00 a.m. will be made
pAVING: After gravel ls inptace but prlor-to ptacinjasphalt or concrete.
SpECIAL INSpECTIONS: ln accordanceSection 306 of the state sp"Ji-"iivEfl1a speciat inspector.sharr oL ernpltv"ei""by the Owner/ Conrractor durinoconstruction of the followins ,BrX. acopy of the specialo"' r', - i. nI o i.1;: LTi,Jlfl J"ffii:?;|,,,
STRUCTURAL CoN CRETE: Inexcess of 2500 pS.t. (306 ;.1)
STRUCTURAL WELDS:performed on tnsioulizz22 f)
HIGH STRENGTH EOLTING:During all bolt instaf fationlnOtightentng operationi. i3d-, "
a.6)
SPRAYED ONFIREpROOFtNG: U.B.C.Standards 43-8.
SPECTAL GRADING,
EXCAVATION an dtt IIrr.tc:puring earthwork. (3d6; liitChapter 29)
cLU.LAM BEAMS: tnspectionCertiflcate by an approveO - .
p??,til;' Ei?i : ll1. J3,:?:-c t v,s
oeams are placed. (2501 U.BC.STDS. 25.10,11),
STRUCTURAL MASONRy: (306a.7)
r
SITE INSPECTION: To bemade after excavation, -but
prior to setup of formi.--
UNDERSLAB PLUMBING.
ELECTRTCAL &
MECHANTCAL: To be madebefore any work ts covtreol
FOOTTNGS & FOUNDATIONS:To be made atte, trencnes'"i"excavated and forms areerected, all steel ln place. butprior to placing "onir"t.,
--'
CONCRETE SLAB: To bemade after all lnslab OuttOt""servlce equ i pment, condu-t l.''ptplng, accessorles and otheranciltary equipment itehs-"iitn ptace but before anvconcrete ls placed.
UNDERGROUND: plumbtng,
electricat, gas, sanltary C"iLr.storm sewer, water anioralnage llnes. To be madeprtor to covering
"r. iiiiing-trenches.
ROUGH PLUMBING.
ELECTR]CAL &MECHANICAL: No work is tobe covered unill thesLinspecilons have been maOeand approved.
ATTIC DRAFT STOPS &CURTAIN WALLS
FIREPLACE: prior to placinofacing matertals
"na ["iJr."
^ framlng lnspecilon
X- FRAMTNG: To be made afterthe roof, ail framlng, itt '-,
btocktng and braclrig "ri inplace and all plpes, ""nimn"r.
and vents are cbmptet; ;;;'the. rough etectrtcai, ;lu;il".and mechantcat .re.dppioiejl
INSULATION & VAPORBARRIER: To be maJe'after ailtnsu talon ano reluiieo;;;.;',barrlers are ln place but --.
before any tatn' orlvpJumboard tnterior walt"co-vLiin'g lsapplled.
FIRE & SEPARATION WALL:Located and constru"GJ--'according to plans.
LATH AND/OR GYPSUMBOARD: ro oe madJirter anlathlng and gypsum board.-'lnterlor ana ei<iertor, 6 il,place but before aniplasterlng ls applled or beforegypsum board jolnts andfasteners are tipeA anO
-
f lnlshed.
SIDEWALK & DRIVEWAY:Requlred for att concieiepavlng wlthln street riqhl ofway, to be made after iilexcavaflng complete and formwork and sub-base materlal lnplace.
Y ROOF SHEATHING ANDNAILING: prlor to lnstaillngany roof coverlng.
CURB AND APPROACHApRONS: After forms are
9pcteq bur prlor to plactngconcret€.
'ln additlon to the lnspec.tlons s peclf led,the Buitdt ngOfflctaimay make or requ I reother I nspectlons of anyconstructlon work to ensu16compllance wlth t he Bulldt ng,ct ty or Development Codi.FINAL PLUMBTNG
FINAL ELECTRTCAL
FINAL MECHANICAL
FINAL FIRE DEPARTMENT
ADDITIONAL COMMENTS:
SITE PLAN REVTEW BOARD: Mustof the date you wlsh lnspectlon. Al
1119sca.ptnS, parktng tot strtptng, erequestlng thls lnspecilon.
,.be requested 2 days ln advancer proJect condlilons such a9tc. must be completed befoie
,u FINAL BUILDTNG:
mechanlcal and Fl
Requssted efter thc flnal plumre Departm€nt tnopectloni aripancy of the premls€s can bg
blng, electrloal,
made endapproved. No
Certlrlcate of
and posted on the preml ses,
occu mad6 untll eOccupancyhas been lssued by the Bulldlng Dlvlslon
?
PLANS REVIEWED BY DATE
By slgnature, I state and agree, that I have carefully examlned th€ oomplgted appllcatlon 8nd do hereby cerflfy thFt 8ll lnformailonhereln ls true and correct, ancl I f urther certlfy that any and all work performed'ghall be done ln aocordancE wlth thc Ordlnanc€!of the Clty of Sprlngfleld, and the Laws of the State of Oregon pertalnlng to the work descrlbed hereln, and that NO OCCUpANCywill be made of any structure wlthout permlsslon of the Bulldlng Safety Dlvlston. I further certify thatthii "onti""tor" and employeeswho are ln compllance wlth oRs 7o1.oss wlll be used on ttrlr prolict.
aro requestsd 8t the proper tlme, that pro.lect addreSs lr rgadable f rom thethe property, and the approved set of plans wlll remaln on the slte at all
I
Date \/t/t tLr{-
re that all requlred lnspectlong
card ls located at the
i3+ q7Slgnature
I further agre6 to
street, that
on.times during
Z
AMOUNT RECEIVED:
BECEIPT *:RECEIVED BY:
DATE PAID:VALIDATION:B2-
The following project as sr.rt
zoning, and does not roouirar:proval. .
iIt\rGFIELO
Ci ty Job Nrrm[s5
ftems
1000 sq.ft. or lessadditional 500
z,^iw //Tl /
225 FTFTE STREET
SPRTNGFTELD OREGON 974
TNSPECTION REQT'EST 726-3769
-Lp 4-
77 /4 ELECTRTCAL PERHIT APPLICATIONgnaturen
o",lq;
OFPICE: 726-3759
3. COHPIJTE FEE SCEEDULE BELOS
A. Nev Residential_Single orMul_ti-Family per a"Elfl"e unit.Servi ce fncluded :
I^EGAI DESCRTPTI ONa72
JOB DE
2
i ts are non-ans e a ble exif vork is not started vi thin 180 dof issuance or if vork is suspended180 days.
2. CONTRACTOR TNSTAIIATTON OI{LY
Electrical Contractor
Address
Ci ty Phone
Supervisor License Number
Expiration Date
1. LOCATTON OF rNSTFb
pi re
ays
for
sq. ft or portion
thereof
Each Hanuf,d Home or ---
Hodular DvellingSertice or Feeder
Services or Feedersfnstallation, Alterationsor Relocation:
Cos t
s 8s.00
s 1s.00
s 40.00
s s0.00
s 60.00
$100.00
s130.00
s300.00s 40.00
Sum
IzD
B
Seel
200 amps or less 7201 amps to 400 amps +
401- amps to 600 amps
-
601 amps to 1000 amps-Over 1000 amps/volts _-
Reconnect Only
Expiration Date 3.\3
s of Su pervising'Electrician
J
Ovners Name
Address a
ciry rZfLZ, vhone 224-Z
OVNER TNSTALLATION
The installation is being made onproperty I ovn vhich is not intendedfor sale, lease or rent.
0vners Signature:
DATE:
Temporary Services or FeedersInstallation, Alteration or Relocation
200 amps 'or less S 40.00201 amps to 400 amps -- S 55.00Over 401 to 600 amps
-
S 80.00Over 600 amps or 1000 volTs see ,,Bu a6ove
D. Branch Circuits
Nev, Alteration or Extension per panel
One Circuir S 35.00Each Addi tional .
Circui t or vi. th Serviceor Feeder permit 2 S 2.00
\o CConstr Contr. Number
_v
E Miscel-laneous (Service/feeder
-Each installation
Pump or irrigation g
Sign/Outline Lightirg-- SLimi ted Energy,/Res
-- SLimited Energy/Comm S
SUBTOTAL OF ABOVE
52 State Surcharge
32 Administrative Fee
TOTAL.
not included)
40. 00
40. 00
20. 00
36.00
.&
RECEIVED
5
AI{G [,*,/Zdo f//ilill
-J
/?4f.
o CML
O 6TQUCruPAI,
. IN6p[CItoN6INCIN[[PING GPOUq INC
Date
SITE INSPECTION
March 12,1997 Date of Inspection: 3/3197
Project : Shop/warehouse
Address :136 N. 42nd St.
Springfield, OR
Client #: 365
of roof beam.
foot dimension used in
-Inspected
by
Client:
Address:
After review
See attached
Enclosure
Gary Froehlich
Steve Shegedin
Mrs. & Mr. Furlong
3720 Yirginia
Springfield, OR974Tg
Replace five ceiling joist.
Replace aZ0, - 0', section of the roof beam
Croup, Inc
As requested , an inspection was made to determine specifically which framing mernbers will needto be replaced' Please relbr to the attached sketches for clarilication. Four p;;, attachecl.
crtnr*e top 8'- 0" of exterior plywood siding on south and east sides of front building
@ Repair top plate and replace top g,- 0,, of exterior prywood siding for r6,- 0,, on northwall.
Q cut wall-studs down to l0'level on south wall and a20' -0,, Iength of the east wall.Ten foot 2 x 6 studs to be spriced to existing section of 2 xstuds.
G
Date:-1J!21e7
Page I of I
1Pi DAI.,ry ]tm pD., 6uru A luc[N[, oQ 97405 (541) 341-1332 r' X (541) 341_nL9
and preliminary anatysis it is determined that the following should be replaced.plans and sections for location of listed items.
Replace an 8'- 0,'x 40'area of roofing and plywood.
order to use full width plywood sheets for structural design.
Replace six 2 x 6 diagonal roofbraces.
ANG Iillrflrrryqrillrrlr
[NCINIIP$IC CAOUP. tNC.
projecL:
IocaUon:
culculoLed by
t 2o'- ot'
Rrrwe 6*6
COLUT|N ANz.aL u nH cA?
iilF<AnNG l6u= t'_o,'
aheeL no.: I o1 ,S
L?oz.
daLe 1; -cficnl no.: g 6
---7
n
.I
\'=
o
I
\S
REfl.Aq 20
9ecT,oH otr
4o'- o"
ZEILIN6
V
o
o
st
\t
Fssill- J
N
Bs
v\
:]-r
ils \
0
o
trAPTtAL 7t-At1 Vvw +
I
j,
WArce CE,LING JoIgT
..J
AN" KEFIAIL
lA)- zr 6rof flA1E5
P\SHAHTE L,
STRA6HTEN
1925 DAILIY HILL pD.,6UrtT A [UG[N[, OQ 97405 (54r) 341-812 r X O41) 341-r21s
5
t_oil
,ra
A.
o
!
'. I: t t,-
ANG Iillililprllilllllll 'l
[NCINIEPNC CPOUP, INC.
locaLion: /a
cnlculaLcd by:
.-cuTl-l ?EA€ lU6,\/V/ALL
3/+" l'- o
projecL:<ta <e oheel no., 3
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pnlccL:
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=
SITE INSPECTION
June 30, 1997 l Date of Inspection: 6ll8l97Date
Inspected by Gary Froehlich Project :
Address :
Shop, warehouse
136 N. 42nd St.
Springfield, OR
RE: Log # 97-961716 Warehouse fire repair.
As requested , an additional inspection was made to determine if an alternate to replacing the roof
beam in item two can be used. Please rEfer to the attached sketch for clarification.
See attached plans and sections for location of listed items. See also inspection letter of March
12,1997.
The inspections for the warehouse are to determine the structural items that need to be replaced
due to fire damage. It was not within the scope of roquested services and no attempt is made here
to achieve or confirm code compliance in the remainder of the structure.
Replace a20'- 0" section of the roof beam.
In lieu of replacing the roof beam a fabricated steel column cap may be used for the
beam bearing The column cap will transfer the bearing point away from the damaged
end of the beam. The proposed 6 x 6 column should be stiffened with 2 x 6's with face
nailing of l6d @ 16. o.c., stagger the nailing pattern. See attached sketch for
clarification.
Client:
Address:
ANG Engineering Group, Inc
Enclosure
Mrs. & Mr. Furlong
3720 Yirgrnia
Springfield, OR.97478
Page I of 1
Client #: 365
'\r G
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12-31-
1925 DAILEY II[t pD., 6Um A EUGENE, Op 97405 (541) 341-t332 I', n. (541) 34tn9
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pmject:
locaLion:
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calculaLed by:Zt. E daLe: A/3or't-client no.: 365
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NC INCINIIQINC GAOUp, INC. Project: Furlong, Fire
1925 B ILry AO D JobNo.: 36s
6UmA By : G.F.
TUCINI,OA %4O5 Date : 680/97
f 'U-1332 ColumnforeastendofMainRoofBeam
wooD BEAIVVCOLLJMN ANALYSN-SIMPLY SLJPPORTED @ ENDS
-By Working Stresses,NDs 9I
PeL
FACT. FOR BENDIN(
BEARING FACTORS
''?E! 6 X I
(G)lu-lam(S)awn
GRADE
DTJRATION FACTOR
OTHERFACTORS
I
I
s
No.2
l.l5
I
sPAl.I LENGTH,L
-
SLIPERIMPOSED Md
-
SUPERIMPOSED MI
SUPERIMPOSED Vd
SI.'PERIMPOSED VI.
DEFLECTION FACTOR/dead
DEFLECTION FACTORIive
(Deflection Factor-Dcfl ection @ EI:l .00)
MODULUS oF ETASTICITY, Ex
MODT LUS OFEI-.auSTICITY, Ey
ALLOWABLE STRESSES:
FLDruRAL Fb
SHEAR Fv-
BE,ARING FC
ALI.OWABLE DEFLECTION:
LIVELOAD:
DEADLOAD:
(DrL) LOADS:
LATERALLY T'NST'PPORTED LE}.IGT}I, LU
EFFECTTVE LENGTTI, [T:
14.00 feet
0.00 lbs-ft
0.00 lbs-ft
0.00 lbs
0.00 lbs
2.93E+M lbs-in^3
1.47E+07 lbs-in^3
1.60E+06 psi
1.608+06 psi
875.00 psi
95.00 psi
425.00 psi
(FORSTABILITY)
Lt360
Lt 2&
Lt 2q
14ft
168 inches
(NDS SEC. 3.3.3 &.4.4.1)
6 x 6 oolumn with rwo add&2x6
AILOWABLE ACTUAL
SHEAR
DEFLECfiON:
Live load only
Dead load onty
(K)D + L
(psi)
(in)
(in)
(in)
r09.2
0.47
0.70
0.70
0.03
0.01
0.04
-> oK
->oK
->oK>:
0.0 -> oK
K
A)flS of bcnding, (X>X or(YlY: X
MODLJLUS OF EI-ASTICITY, E -....-.-............. 1600000 psi
PARALLEL Fc
LENGTII t€ .
A)flAL LOADS:
DEAD LOAD Pd
LIVE LOAD PI
ECCENTRICITY
3. INTERACTION FORMI.]I.A :
fc9 fb + f{6eldxl +.B4gclfce))
1300 psi
168 inches
(Lc:effective length in plane perp. to A)oS of bcnding: KLu)
2000.00 lbs
5000.00 lbs
7.00 inches
fo ..............
Ib.............
dd............
FC............
Fb'............
149.73 psi
0.00 psi
0.82
943.!)6 psi
1002.62 psi
-+
0.03 +
Fb(l-fc/Fcc)
0.86
Fc'n2
0.89 <=l -> OK
ANG IilrFillllllllllllllllllllllrllllllll
ENC ,EPINC CPOIp, INC
. oul
.6IPUCruPAL
O IN6PICIION6
Date
Inspected by
CIient:
Address:
March 12,1997
Gary Froehlich
Steve Shegedin
Mrs. & Mr. Furlong
3720 VrgSnra
Springfield, OR 97478
Date of Inspection: 3/3197
Project : Shop/warehouse
Address :136 N. 42nd St.
Springfield, OR
Client #: 365
As requested , an inspection was made to determine specifically which framing members will need
to be replaced. Please refer to the attached sketches for clarification. Four pages attached.
After review and preliminary analysis it is determined that the following should be replaced.
See attached plans and sections for location of listed items.
Replace five ceiling joist.
Replace a20' - 0" sestion ofthe roof beam.
Replace the 6 x 6 wood column and column cap at east end of roof beam.
Replace eight roof rafters.
Replace an 8' - 0" x 40'area of roofing and plywood. Eight foot dimension used in
order to use full width plywood sheets for structural design.
Replace six 2 x 6 diagonal roof braces.
Q nephce top 8' - 0" of exterior plywood siding on south and east sides of front building
ate.a,
Repair top plate and replace top 8' - 0" of exterior plywood siding for 16'- 0" on north
wall.
Cut wall studs down to l0' level on south wall and a20' - 0" length of the east wall.
Ten foot 2 x 6 studs to be spliced to existing section of 2x studs.
Group, Inc.
Date:dl_!?!e7 G ltT f
t5372
Page I of I S
o
o
o
v 30.Enclosure
EXPtEES r2_31_
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locaUon:
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calculaLed by:
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?FISE
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locaUon:
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locaLion: /a nJ
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oheet no., 3
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$
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(r<o?osE? PoueL
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calculated by,
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ANG lllllllilllllllllllllllllllllllt1nrtl pr'<rjecl: FU"tOHa . Et<E gheeL no.: +
localion:6 t7 6
calculaLed by:clienL no., 3 6 ,
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FAX TRANSMITTAL
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SL tBJECT:
FAX:
FAX:
1?, , -1 r(are raEl
(541) 341-1219
RE. L.9# ?'l-gbtZtO
CQJdMENIE
'l ,4 e n d re,$J I
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Your comment
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gJour request
{ } Hard Copy to foltow
C
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prr;ject:
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calculated by:G.E date, /.a/so/+l
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RE: Loo, t* g7 - gO/7/ b
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flNCTNMAING GPOI'JP, INC
. CML
. ETPLILTLTLAJ
. NoPTCTONS
SITE INSPECTION
Date June 30, 1997
lnspected by Gary Froehlich
Date of Inspection: 6,18/97
Projcct :
Addrtss :
Shop, rvarehouse
136 N -t2nd St,
Springfield, OR
RE Log #97^961716 Warehouse fire repair
As requested , arr additional inspection was rnarJe to determine if an alternate ic replacing the roof
beam in item two can be used Please refer to the attached sketch tbr clarilication
See attached plans and sections fbr location of listed items See also inspection Ietter of Mareh
12, 1997.
The inspections frrr the warehouse are to determine the structural itans that rreed to be replaceri
due to fir*: damage It was not wilhin the scope of requested services end no attempt is made iiere
to aclueve or contirm code compiisnce in the remainder of the structure
Replace a 20'- 0" section of the roof beem
In lieu of replacing the roof beam a fabricated steel column cap ntay be used for the
beam bearing The column cap u'ill transfer the bearing point a*'av from the damaged
end oflthe beam The proposed 6 x 6 column should be stift-ened ruith 2 x 6's with iac*
nailing of l6d @ 16" o c , stagger the nailing pafiern See anached skach for
clarification
Client:
Address:
ANG Engineering Group, Inc
Enclosure
Mrs. & Mr. Furlong
3720 Virginia
Springfield, OR 97478
Page I ofl
Client #: 365
t-r53I?
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1!n9 liAILn PJ,ili JobNo: 36j
Slmtr\ By : G.F
-aLNE C-'Q q?{)i Dsts : 6t30,97
. ,U:J11-1332 Column firr eart eud of Main Roof Beam
WCX]D I}EA},IICOLLMI.I ANAIYSTS-SIMPLY SUPPORTED @ ENDS
raaaatti3rarraaaaaraaaaaa+ataJ*a.taaaaaaraataaaraara*aaalt
-Bv l$'o*ing Sne;ses,.\DS I l s
No. 2
1.15
I
SPA}i LENGTH .L ----.--_
SLJPERIIvTFOSED Md
SUPERIMP()S[,D Mi
SUPERIIVIPOSED vd
5(Jrt.KlNtr(rsEt vI ---r.
DEFLECTiON FACTOR'riud
DEFTECTION FACTOR{iTE
iDolloction Fecrcrr.-Dcfloction @ EI-l {)0)
(G)luJonri(S)aq,n
GRAIJE
DTJRATION FACTOR
OTHER FACTORS
;iNG ENGINEEF.-- , GRP
(FOR STABILITY]
cNrrs sEC. 1 3 _r & 4-4 1)
FAGE 8.1
o')
FACT FOR ET,NDTN(
BEARING FACTORS
l"{oDUI"llS OF ELASTICITY. Er
MODI]LITS OF ET.\STICITY, EV
AITOWAALE STRESSES:
FLEXLTRAL Fb._--*--
SHEAR Fv *._*_
BEARD{G Fc
AI.I,QWAtsLE DEFLECTION:
LIVE LOAD:
DE.cD LOAD:
(D.L) LOADS:
LATERALI..Y INSLIPPORTTD LENGTH. LU
EFFECTI1T I.FNGTH. Lc:
I{ 0t} ltct
000 lbs-ft
0.00 lbs-n
O.fft lbs
(t.00 lbs
2.91E*05 lbr-ir,''3
1.4'lE+O'l lbs-in'9
i,60E-06 psi
I 60E+06 psi
875.u0 psi
95.00 psi
.135.00 pai
Li 360
L;210
Lt2fi
14ft
168 inchcr
lEEr 6 X O 6 X 6 column *rith rwp sddcd2 x 6
ALLOWAALE ACTUAL
SHLAR
[)ETI,ELfiON:
Livc loed rrnll
Doad load otily
iK)D - I
(psi)
(in)
(ilI)
(in)
I u9.:
0.47
070
0.70
0.0
003
0.01
00{
-> oK
--:. OK
--> oK
--> oK
K
AXIS of hcnding . (XlX or (Y;Y
MODUI US OF EL,ASTICITY, F.
PAR,qI.i,EL FC
AXAI LOADS:
DEAD I,OAI} Pd
LIIE LOAD Pl
ECCEI'JTzuCITY
I TNTERACTIoN IiOR4LE-fu
ic'? ft+ IL(6aU{t r.Z3{ls,fcc))
Fc'.'.] FU(t -iciFco)
I.ENCTI{ Le .. . J 68 inches
(Le =etloc'rrlc lcngh in pllno porp ro AXIS of bcnding= KLu)
x
2000.00 lbs
5000.00 lbs
7.00 inoheg
1600O00 psi
l.)00 pr
ft...,,.....,
fb, .. .
o/d ...,........
Fc' -..........-
Fb'.. ...
149.73 psi
O.00 psi
{J,B!
9J3.96 psi
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. IN6PflCTION,5
Date
Inspected by
CIient:
Address:
Enclosure
SIM
March 12,1997
Gar]'Froehlich
Ster,e Shegedin
Date of Inspection: 313 97
Project : Shop/u'arehouse
Address :136 N 42nd St
Springfield, OR
rts requested . an inspectit:n w'as made to determirre specificall-v'.r;irich frerning rnembers rvill neetl
tu bc ieplaced Please rcfer to the attachcd sketches for clurificatioii Ft,ur pages attache<i
After rcvicw and preliminarv analysis it is determined that the tbilo'*{nf, should tre replaced
See attached pians and sections for looation of listed items.
Replace five ceiling joist.
Replace a 20' - 0" section of the roof beam
$ neptace the 6 x 6',*'ood column and column cap at east end of roof beam
$ Replace eight roof rafters
$ R*ptace an 8' - 0" x 40' area of roofing and plrmot'rrt Eight ti"rot rlimension used in
orcier to use full width plprood sheets for structural design
@ X.eptace si.x 2 x 6 diagonal roof braces.
@ Replace top 8' - 0" of exterior plyrvood siding on south and east sides of front building
LTEA.
p Repair top plate and replace top 8' - 0" of exterior pl1'rvood siding for l6' - O" on north
wall
(p) Cut wall studs down to l0' lwel on south wall and a 20'- u" length of the east wall.
Ten foot 2 x 6 studs to be spliced to existing secrion of 2 x studs
Group, Inc
Date &J 1?!e7 i rr'l l'l
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3720 Virginia
Springfield, OR 97478 Client #: 365
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