HomeMy WebLinkAboutPermit Building 2000-3-31
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I Job# 00-00498-01 I
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SPRINGFIBLD
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CITY OF SPRINGFIELD~ OREGON
INDUSTRIAL PERMIT
City Of Springfield
Community Services. Division
Building Safety
Job Number: 00-00498-01
225 North Fifth Street
Springfield, OR 97477
Office: 726-3759
Inspection Line: 726-3769
Location Of Proposed Site: 123 INTERNATIONAL Way Spr
Assessors Map#: 17031500
Lot: Block: Addition:
Tax Lot #: 03403
Subdivision:
Owner: Sony Disc Manufacturing
Address: 123 International Way
Scope Of Work: Industrial
PACKAGING FLOOR INFILL
Phone Number: 541-988-7425
City/State/Zip: Springfield, OR 97477
Alteration Value: $7,785
Quad Area:
# Of Units:
Constr. Type:
Water Heater:
Office Use
land Use:
Zoning Code:
Bedrooms:
Range:
# Of Buildings:
Occupancy Group:
Heat Source:
Sq. Footage:
To request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00
a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following
working day.
Slab
Structural Welds.
Structural Concrete
Bolts installed in
concrete
Final Building
Required Inspections
I BuildinR I
- To be made after all inslab building service equipment, conduit piping, and other equipment iter
- To be done during construction by State Certified Special Inspector. Provide inspection test re!
-In excess of 2500 psi. To be done during construction by a State Certified Inspector. Provide r
- To be done by a State Certified Special Inspector. Provide inspection test reports to City Buildir
- When all required inspections have been approved and the building is complete.
Construction Types: .
Occupancy Groups:
# Of Buildings:
# Of Bedrooms:
Handicap Access? 0
,Area (Sq. Feet)
I Main: . Accessory:
# Of Stories:
Current Units:
Census Code: Does not apply
Height (feet):
Proposed Units:
Total:
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Fee
Job# 00-00498-01 I
Paid On Receipt#
Plan Check
03/31/2000 0001111
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Value/Quantity
Fee Amount
Industrial Plan Review
Total Plan Check
7,785
$44.53
$44.53
Building Permit
State Surcharge For Building Permit
Building Administrative Fee
Total Building
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
du~~~ctiOO. ~I ~)"3 J} tJ 0
Signature\j Date
BuildinR
03/31/2000 0001111
03/31/2000 0001111
03/31/2000 0001111
7,785
$68.50
$4.80
$2.06
$75.36
$119.89
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Job: 00-00498-01
Address: 123 INTERNATIONAL Way
Owner: Sony Disc Manufacturing
Fees
Building
Subtotal
Building Permit Fees
Building Permit
~dministrative Fee
Building Administrative Fee
. Building Administrative Fee
Received: 3/31/00
Unit: BLDG:
FEE DETAILS
Value/Quantity
7,785.00
SubTotal
SubTotal
Surchar<le
Building Surcharge
State Surcharge For Building Permit
SubTotal
Total for Building
Plan Check
Subtotal
Building Plan Check Fees
Industrial Plan Review
FLR:
TRANS~:01-0001111
DATE:MAR 31 2000
AMT RECD:2 $ 119.88
1 $ 0.01
CHANGE:
CASHIER:004
Amount Due . Amount Paid
68.50
68.50
4.80
4.80
75.36
0.00
2.06
2.06
0.00
0.00
0.00
SubTotal
Total for Plan Check
7,785.00 44.53
44.53 0.00
44.53 0.00
119.89 0.00
Grand Total:
Page 1 of 1
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CITY OF SPRINGFIELD
225 N. 5TH ST., SPRINGFIELD, OR. 97477
BUILDING SAFETY DIVISION
(541) 726-3759
PLAN REVIEW COMMENTS
------------------------------------------------------------------
DATE:
PROJECT:
LOCATED AT:
APPLICANT:
MARCH 31, 2000
PACKAGING FLOOR OPENING INFILL
123 INTERNATIONAL WAY
SONY DISC MANUFACTURING
JOB #: 00-00498-01
Plans submitted for the proposed construction at the above project
address have been reviewed for conformance with the City of
Springfield Building Safety Codes. The following list of items
require correction, clarification or additional detailing before
they can be approved:
1. A special inspection agency shall be employed by the owner to
provide inspection and testing services as required for the
following:
Structural concrete having a design strength in excess of 2500
PSI.
Structural welds performed on the job site
Epoxy bolting installations.
We have attached a leaflet which explains the special
inspection program, and a special inspection form which shall'
be completed on both sides, signed by the appropriate persons,
and returned to this office.
ANY CHANGES OR ALTERATIONS made after the date of this review must
be approved by the Building Official.
PLANS REVIEWED BY:
SIGNATURE~~~~_
( ?!; - ~~-~
NAME LORNE PLEGER
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ZONE . OCCUPANCY GROUP -
'UNIT(S) c)C..s.UPANCY LOAD I _
TYQF CONSTRUCT'O~_
-ST0PIFS _" - ~~
LEGAL DESCRIPTI';~ e:>' 7 ~-~
~~:ERSS ~~~:1(#~1
THE CONTENTS 'HERE ON HAVE BEEN REVIEWED. WJTH
ALTERATIONS INE:CAT~n_g~~~~O~~i:,~~:;~~A~~::slc5~
~~o~~t-::~~E~~ ~~~~~E B~L.OW SHAL.L.. BE APPROVE[ BY
THE BUIL..DING OFFICIAL. .
CITY OF SPRINGFIELD, OREGON
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APPROVF..r:) BY /" /" ~.tII'.. -. .
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:;'>TRUGruRAL GENERAL NOTES,
ARC..HITEG ruRAL GENERAL NOTE'2.;
I. PATC.H FLOORING MATERIAL TO MATC.H AD..JAc.ENT
FLOOR FINISHES. ALI6N HITH EXIST. .JOINTS.
VERIFY THE FOLLOHING,
12"XI2"xl/e." 6AcSE VINYL c.oMP05ITION TILE MEETIN6
FEDERAL SPEC.IFIC.ATlONS 55-T-312B(I), TYPE IV,
c.oMP. I. ARMSTRONG STANDARD EXGELON VINYL
TILE NO. 51'111 - "C.LA55IC. HHITE". INSTALL TILE IN
AC.C.ORDANc.E HITH MANUF. REc.oMMENDATIONS.
I. FG'=4000 psi, Fy=60.ooo pSI
2. D-I INDIC.ATES SPAN DIREC.TION
OF 3" - 20 !SA. TYPE H DESK W 4"
TOPPIN6. I^lELD W 1/2" DIA. PUDDLE
HELD5 Cil 12" o.c.. Cil 5x3 ANGLE 4
BUTTON PtJNc.H SEAM HELD Cil 24"
O.c..
3. REFERENC-E SHEET A3 FOR
ADDITIONAL INFORMATION.
(EXGERPTS OF ORI61NAL BUILDING
S TRUe. ruRAL DQC.lJMENTS).
4. SEE 5H@51"100RSTRUe.ruRAL
DETAILS B 4 C.
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2. VERIFY EXISTlN6 c.oNDITIONS AND NOTIFY THE
OHNER OF ANY INc.ONSISTENC.IES.
CONFIDENTIAL
SONY DISC MANUfACllJRlNC
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Job No.
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03-14-2000
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CONFIDENTIAL
SONY DISC MANUfACl\JRJNC
Sl'lUNQIBD
Job No.
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GENERAL STRUCTURAL NOTES
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CODE REClJIREMENTS' CONFORM TO THE UNtfORW BUl.DINC CODE. 1997 EDmON. AS.wENDED
BY THE STATE Of OREGON.
~N<<; COP.fOlTlONS, AU EXl5T1NC CQHOInONS. DIMENSIONS AND ElEVATlQIlS ARE TO BE FIElD
~. fHt. t;UNIKACTOR SHALl. Nonn mE AROi1TECT OF ~y S1CNlFlCAHT DtSCREPANarS
fROW ntAT SHOWN ON THE ORA'MHCS.
DE~ ~ DESlQt WAS BASED ON THE STRENGTH AND DEflECT1Qrc CRITERIA OF THE 1991
UNI.. C CODE. IN ...aamON TO THE DEAD LOADS, THE F'OLlOV4NC LOADS AND
AUOWASLES KR( USED FOR OESlCN, NTH U\'{ LOADS REDUCED PER USe:
Raor 25 PSF" LL (SNOW ORIn' AS SHOWN QN PlANS)
fl.OClRS,
PROCESS MEZZANINE
OfflCES
CORRlOOOS, STAIRS
SlAB ON GRA[)(:
UNDER PROCESS
WIoRDiOU5(
AU.OWABlE SOIL BEARING PRESSURE
'25
80
'00
PSf
PSI'" LL + 20 PSI" PMnnQNS
PSF LL
200 PSf
STORACE RACK LOADS IN we. AREA
2:aoo PSF (PER SOILS REPORT BY GRl
DATED NAROi 30. 1994)
WIND
80
MPH - EXPOSURE C
EARTHQUAKE DESlCH IS BASED UPON THE F'CUOV.mC:
Z . 0.40, I .. 1.0, R. .. 8. 5-1.2
DESIGN AND DET~NG BASED ON CRITERIA FOR SElSWIC ZONE 4.
!$MlnALkSHOP DRAWINGS SHAU. BE SUBMITTED TO n-u: AROilTECT PRIOR TO fABRICATION
CONS T1Q1l FOR AU. STRUCTURAl lTEUS INQJJDING n([ FQ.LQWNC;
CONCRETE MIX DESIGNS, CONCRETE AND MASONRY RElNf'ORCEwENT INa.UOlNG Mill lEST REPORT,
[MSEDDED STEEl. ITEMS. STRUCTURAl STEEl INQ..UOlNC MILL TEXT REPORTS. STEEl. JOISTS. STEEl.
DECK., AHD SlED. STUOS.
CF' THE SHOP DRAWINGS 0lfFER FRa.t OR AOO TO niE OESlCiN OF TliE SlRUClVRAL ORA'MNcs. THEY
SHALL BEAR THE SEAl. AND SIGNATURE OF A STRUCTURAl. ENaHttR, REGlSttRED IN nif STATE OF
OREGON. NlY Q(ANG(S TO THE STRUCTURAL. DRAWINGS ARE sua..ECT TO REVIEw AND ACCEPTANCE
Of' me: AR01lTECT. '
fl[LD ENGlNEERm DETAILS, DE'tUOPED BY THE CONTRACTOR. THAT 0IfFER fROW OR ADO TO THE
STRUCTURAL DRAWINGS SHAU. BEAR THE stAl AND SIGNATURE rs: A STRUCTURAl. (NQNE[R
REGISTERED IN THE STATE Of OREGON AND SHAU BE suaMITI[D TO THE ARCHTECT PRIOR TO
CONSTRuCTION.
INSPECTION. SPEOAl INSPEcnON. BY AN APPRO\fEO SPEOAL. INSPECTOR. SHALL BE PERFORMED fOR
$QLS COWPAcnON, CONCRETE AND RElNfORONG PlACEMENT. PRECAST CON~TE PLACEMENT.
S1E(L fABRlCAnDN AND ERECTlai, (wBEDOED ea.T P\..ACOIENT, EXPANSION AND EPOXY ANCHOR
PlACEMENT. K1Q-1-STRENGTH BOL11NC. YlEL.DINC. STRUCTURAl. MASONRY PLACEMENT. SPRAY-APPUED
FlREPROOFlNC AN[) CURTAlNWAU INSTAUATION. AlL SOlL-BEARlNG SURFAC!:S SHALL BE
INSPECTED BY THE SDlS ENGINEER PRIOR TO PlACEMENT Of RElNfORONG STEEL
CONCRE:Jt. CONCRETE WORK SHAlL CONFORM TO CHAPTER 26 rs: THE UN!f()ItU BUILDlNC .COOE.
COHCRE STRENGTHS SHAlL BE VERtFIEO BY STANDARD 28-0AY C'l'UNOER TESTS PER ASTV 09
AND SHAlL BE AS fOLLOWS:
ABSOLuTE WATER-CEMENT RAllO
BY ~IDlru5f.
~
400D
.NON AIR-ENTRAINED
...
All USES UNLESS NOTED
AIR -ENTRAINED
.J>
HIGHER WATER/CEMENT RAnos THAN SHO'" ABO\IE MAY BE USED If SUBSTANTIATED IN
ACCORDANCE 'MTH AO J1B-B9. CHAPTER 5. MlH1MUM CEMENT CONTENT PER OJ8lC YARD SHALL BE
AS fCl..LOWS:
!Llf&
3000
400D
MINIWM CEMEHT
PER ~ YARn
470 LaS.
050 UlS.
FlYASH CONFORMtNC TO vac STANDARD NO. 26-9. TYPE F OR TYPE C, MAY BE US[D TO REPL.Aa: UP
TO 20% OF THE CDlENT CONTENT PROW)(() THAT THE MIX STREHGTH IS SUBSTANTIATED BY TEST
DATA..
j
THE CONTRACTOR SHALL SUBWIT CONCRETE MIX O(SlGNS, ALONG WITH TEST,OATA AS REOUIRED.
A M1NIWUM rs TWO ~ PRIOR TO PLAONC CONCRETE..
.
A WATER-REDUONC ADloIlXT\lRE CONFORMING TO ASTV C494. USED IN STRICT ACCORDANCE WITH
THE MANUF'ACTURERS' RECOMMENDAllONS. SHALL BE w...._.V'_"'-'TEO IN CCHCRETE DESIGN MIXES.
A H!Qi-RANCE WATER-REDUONC (HR'Mf) ADUIXTURE CONFORMING TO ASTW'C494. T'l'PE f OR G MAY
BE USED IN CONCRETE MIXES PROVlOtNG THAT THE SlUMP DOES NOT EXCEED 10-. AN AIR
EHTRAlHlNC AGENT. CONFORMINC TO ASTW C260. SHAlL BE USUl IN CONCRETE MIXES fOR EXT'ERtOR
HORIZONTAl SURfACES EXPOSED TO Y1EATHER. THE AMOUNT Of' ENTRAINED AlRSHAU. BE 5~ 1~:t
BY YCUJIoIE.
StEE\fE5, OPEHlNcs, CClNOU1T AND OTHER EJ,IB(ODEO ITEMS NOT SHO'" ON THE STRUCTURAL
DRA'MNGS SHALl. BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURlNG. CONDUITS
EUBEOOED IN SI..ABS SHAll BE NOT lARGER IN OUTSIDE 0lWENg()N THAN CI\lE THlRO rs: mE
naOCNESS rs THE SlAB AND SHAll. BE SPACED NOT Q.OSER THAN THREE DlAME1[RS ON CENTER.
PROVIDE 3/4- OiAWFtRS ON AU. EXPOSED CONCRETE EDGES UN..ESS NOTED OTHER'MSE.
P5lNF'ORCINC STErr. REtNf"ORONG STEEL SI1AU. CONfOR" TO ASTW 0\615. INQ.UOING Sl. GRADE 60.
OR OEFORUED BARS AND ASTW AI85 fOR SlfOOTH 'Ml.OED YttRE fASRSC (W'I\f'), UNLESS OTHER'II1SE
NOTED. RONf'ORONC STtQ. TO BE wn.om 5HAU. CClNfCRW TO ASTU A 706. CQ.UMN SPUULS
SHAU. BE PlAIN OR OEFORWED BARS ctlNf'ClRl.ltNc TO ASn.t 0\615. ~ADE &0. RL...."'^_... STEEl
SHAlL BE SEOJRD. y nm IN Pl.ACE 'fITH 116 ANNEAlED IRON WIRE..
BARS IN BEAUS AHO Sl.ASS SHALL BE SUPPORTED ON vnL-CUREO CONCRETE BLOCKS OR APPRO\fEO
METAl OWRS AS SPEOflED BY THE m51 MANUAL. Of STANDARD PRACTIct: MSP-l. REINFORClNC .
STEEl. SHAlL 8[ OETAA.EO IN ACCClROANa: WITH THE -AO MANUAL CS STANDARD PRACTICE F'OR
OETAlUNG o\o;.oo..."'^......:......- CONCRETE $lRUCTURES,- AD 315. SHCP QRAWlHGS ARE TO INQ.UOE
El.[VAnONS rs AU. BEAUS AND CQ..UMHS SHO'fIHG BAR lOCATIONS. LAP.AU. RONfCRONG BARS
VIITH A 'Q..ASS A' LAP SPlJCE. UNLESS NOTED OTHERWISE THE LAP SPUCESHAU. BE 18'" fOR ,3
AND ,. RElNFORQNG BARS AND 24'TOR 1$ BARS. MEOtAHICAl SPlICES NOTED ON THE PlANS
SHAll ~ 125 PERCENT or THE SPtOf1ED YIU.O STRENGTH CS THE BARs IN TENSION AND
COWPRESSON. I
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RElNFClRONG STEEl.. SHAU. HA\IE PROTtCnoN AS FCUOWS:
\IX.
BEAM AND COLUMN BARS
SlAB BARS
WAU. BARS; INTERJQR FACES
EXPOSED TO EARTH OR llEA THEA
fOOTING BARS
CONCRETE: WAll RElNfORONC ~UHl.ESS OTHEA'II1SE NOTED):
=
1-1/2- (TO SllRRUPS OR TIES)
,.
J/4~
1-1/"r (15 AND SWAUER)
2- (16 AND lARGER)
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V[RnCA.I. R~
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~nRI7t'WTA.l R~
&- '4 0 12- D.C. '4 0 12- O.C- 0 Q. rs: WALL
8" IS 0 15~ O.C. 15 0 15- o.C- 0 a. Of WALL
10- '4 0 16~ 0 C '4 0 16- O.C. 0 EACH rACE
12~ '4 012. D.C- '4 012- O.C- 0 EACH FACE
AT OPEN!NGS PROWl( A MIHII.lUM OF TWO 15 BARS OVER, UNDER AND ,. T THE SlOES. rs: TH[
OPENlNCS. EXTEND THESE BARS LAP DISTANCE OR A MlNtMIJI,l Of 2.~ PAST THE OPENINC. PRO\1OE
CNE 15 FOR SlNQ.E LA'f'ER RElNfORClNC AND TWO I!!J fOR 00UBt..E LAYER RElNfORONG, 4'-0- LONG,
OlACClNALLY AT EACH CORNER Of AlL QP[NINC5. REFER TO T"l'PICAl. DETAILS fOR [xSPOSITION CS
CORNER BAAS AND BARS IN S1.lALL WAlL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS OR
HOOKED OOY6.S SHAlL BE PRO\o1()(() TO MATCH SlAB REINf'ORONG. PRO\1OE TWO ~. 4'-0. LONG
[MAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. PROVIDE HOCIKEO OOYIRS FAa.. FoollNGS
TO MATOt VERTICAl. WAlL RE....~"'^........
tnNCRF'TF' ,.ccr5!mRlF"~' HEADED SHEAR STUes SHAlL BE NElSON HEADED ANOlORS VI1TH flUX(()
ENDS OR APPROVED. DEFORMED BAR ANOlORS (DBA) SHALL BE NELSON TVPE D2L OR APPROVED.
STUDS AND DBA SHAU. BE AUTOWATICALLY END WELDED VI1TH DiE MANUfACTURER'S STANDARD
EQUIPMENT IN ACCORDANCE 'MTH THEIR RECOMMENDATIONS.
EMBEDDED PlATES AND ANQ.ES PERMANENtlY EXPOSED SHALl. BE HOT-DIPPED CAt..VAN1ZED AFTER
FABRICAllON. UNLESS DTHER'MSE NOTED.
COIl INSERTS SHAU. BE BURKE'S STRAIGHT COIl LOOP INSERTS EW-t06 OR EOUAL. ( CONTRACTOR
MAY SUBSTITUTE. ,/800 0lA.. REINFORCEMENT. DRILLED AND EPOXIED WITH 500 MINIWUU EM8EOMENT
AND 300 MINIMUM EOCE DISTANCE.
Ee2n JiRQ4.T, EPOXY GROUT SHALl. BE A TWO COMPONENT UQUID EPOXY 'MTH NON-SAC
CON~51t.N(;T AND A lONG POT UF[, MlN\UUW SlANT SHEAR STRENGTH SHALL BE 5000 PSI AND
MINIMUM TENSIlE STRENGTH SHALl. BE 4000 PSI. HOlES FOR CROUTED RODS AND REBAR SHAlL BE
1/4. lARGER THAN THE BAR DIAMETER. INSTALlATX>>4 SHALL BE IN STRICT ACCORDANCE Wl.TH THE
MANUfACTURER'S RECClN.M[NDATIONS.
STRUCruRA.l STFTI. STRUCTURAl. STEEL SHALl. BE ASN AJ6. OR ASTM ~72 GRADE 50 AS HOTED.
TUBES SHAlL BE ASTW A500 GRADE B CF'y .. 46 KSI). PIPES SHAlL BE ASTN A:.Ol OR ASTV A5J.
CRADE B. DESIGN. fABRICATION AND ERtcnON SHALL BE IN ACCORDANCE .,.,TH THE -AlSC SPEOnCAnON
fOR THE DESIGN, fABRICATION ANa ERECTION rs: STRUCTURAl. STEEL fOR BUIlDINGS.. BOLTS SHALL
CONFCRW TO THE ASnl SPEOFICAnON fOR AJ25 HIQ-I STRENGTH BOLTS. WELOlNG SHAlL
CONF'CRW TO THE AWS CODES FOR ARC AND GAS WELDING IN BUa..DlNG CONSTRUCTION. Vft1DS SHALL
BE MACE USING E70XX ELECTRODES AND SHALL BE 3/16- tr.tlNIMUW UNLESS OTHERWISE NOTED.
~NC SHALl. BE BY AWS CERT1F1ED WELDERS. PREQUAUflED WELOING PROCEDURES ARE TO BE
USED UNLESS AWS OUAI.JFlCATION IS SUBMITTED TO THE ENGINEER PRIOR TO fABRICATION.
STF'f:'I Mac. STtEL fLOOR DECK SHALL BE A COMPOSITe: TYPE WITH RIBS AT 12- O.C.. Of THE SIZE
AND CAG( SHO'Ml ON THE PlANs. SlED. ROOf DEQ( SHALL BE 1 1/2" T'l'PE B. STEEL DECK SHALL
CONfORM TO ASTW ""46. GRADE A. THE CAt.. VANlZEO COATING SHALL CONfCRM TO ASTN A52:s. C6Q; A
C90 YMERE lEFT PERMANENtly EXPOSED TO ~ THER. . G1i.
ROOF' DECK GAG(S ARE SHQ'M\I ON 5/56-2 AND ARE BASED ON J-SPAN. UNSHOR(D CONDlnONS, MINIWUM
PROPERTIES FOR FLOOR AND ROOf' DECK ARE AS fOl..LOWS~ A I
FLOOR DEO<.: I (IN yrn S (IN yrn
J~ -20 GAG( 0.B96 0.486
ROOF' DEO<.:
1 .1/2--20 CAGE
1 1/2~-18 GAG(
1 1/2~-16 CAGE
0.220
0.296
0.J79
0.235
0.322
0.412
F1 m nF'CK' SHAU. BE ATTAOtED TO SU~T AS Fa..LOWS:
1 2- OIAtolETER PUOOl.E WELDS AT 12- O.C- AT TRANSVERSE AND PERIMETER SUPPORTS
1/2- DIAMETER PUODI..E WELDS AT 16" O.c. AT lONGITUDINAL SUPPORTS
BUTTON PUNCH OR 1-1/2- TOP OR SIDE SEAM WELD AT 36.. D.C. AT SlOE lAP __.....:._.......5
CONFIDENTIAL
SONY DISC MANUFACTURlNC
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ARCHITECTS
209 s.w. Oak, #600
Portland, OR 97204
503-223-4886
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Job ....
4121-03
o.u.: .
03-14-2000
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COMMERCIAL/INDUSTRIAL
PERMIT APPLICATION
225 Fifth Street, Springfield, Oregon 97477
SPAINQfI'.BLD
Wii:t1III
'-JOB NUMBER~-Ai:lW~...~ /
. . -- .- I
INSPECTION LINE: 726.3769
OFFICE: 726.3759
LOCATION OF PROPOSED WORK' Id-.. 7. \ IcfT F-'il..1oJ AT IDt-J A.L
ASSESSORS MAP' )?~":f /~ ~1S
- - -
\A/ Po. 1.(
TAX LOT'
~:;-r../6~
,..
OWNER' -;; n I\) "-\ "" log ,.. _ N\ ~ N \A r' A.C-'\' IA IL.I N ~
ADDRESS: 1"1"'" , ~;-lO. p...Ntl...'T' f O-t..J-A.'\....... 'v...J c:. ""
CITY: <...Or.? I ~G.t: 11== I..D STATF' 0 R..
PHONE:
G\~~ - 1"'1.2.'"
ZIP: q '74 II
DESCRIPTION OF WORK: _I "-l ~ t=: ILL
REMODEL J
1='0 /'{/l.... (6, J ::J.! 'f.. ~ I rLOOlL 'PVJ F:TRA"T'f VrJ<;
DEMOLISH OTHER VALUE: 7,7 ~ <:
ADDRESS
~()C\ ~W _ ()A.K- \\- "00 '\)62-TLAtJC> ()~ 97'lD4
CONST.
CONTRACTOR' EXPIRES
t,J. ~~A.IP E'..&~q?q02..
NEW
ADDITION
NAME
ARCHITECT' ~ ML
CONTRACTOR'S NAME
GENERAL: . ['(\c.K..U\l '2-1 ~
ADDRESS
ff)l'rIiY\.~Co5
PLUMBING:
MECHANICAl'
ELECTRlf'" .
PLUMBING
NO
FEE
CHJ\RGE
Single Fixture
Relocated Bldg.
(new fix. addtl\
Water Service
Sanitary Sewer
ft.
ft.
ft.
Storm Sewer
Backflow Device
TOTAL PERMIT
I
I Nn
I
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PHONE
(<;'01) '2."")..... - 4<:{, <? '" \
MECHANICAL
Furnace/burner & vent
< 100.000 BTUs
Furnace/burner & vent
> 100.000 BTUs
Floor furnace and vent
Suspended wall or floor
mounted unit heater
Appliance Vent
separate
stationary evap.
cooler
vent Fan/Single
duct
Vent System apart
from AC or htg.
Mechanical exhaust
hood and duct
TOTAL PERMIT
Permit Issuance
- OFFICE USE -
LAND USE:
OUAD AREA:
. OF BLDGS:
OCCY GROUP:
. OF UNIT'"
CONSTR. TYP~'
HEAT SOURCF'
. OF STORIEf'
Sa. FT.
sa. FTG MAIN
sa, FTG ACCESS
SO, FTG OTHER
X
X
x
PLAN CHECK FF~
RCPT'
I BUILDING PERMIT
15% State
Surcharge
[ MECHANICAL
[5% State
Surcharoe
I PAVING
PLUMBING
5% State
Surcharge
FENCE
VALUE S
SIDEWALK
CURBCUT
. S/SO. FT.
DATF
FT.
FT. ,
HANDICAP ACCESS:
FLOOD PLAIN'
"I
PHONE
,<I....-,7.Ct:L
I
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I
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I '
I I
I I
I I
I I
I I
S10.00 I
I
ZONINC"
LIGHTING POWER BUDGET:
WATER HEATER'
VALUE
TOTAL VALUE OF,PROJErT
BY
DEMOLITION
SUBTOTAL
PERMITS
SYSTEMS
, DEVELOPMENT
TOTAL PERMIT FEES I
EXCLUDINGELECTRICA'
I
I
!
--~- -;;-
A' REQUIRED INSPECTIONS. . . ' ~
It Is th~ resp';';sfbITliy of the permit hZ to see that all.lnspectlons are made at the proper time. To request an Inspection, call
'726.3769 (recorder), state your City designated Job number, job address, type of Inspection requested and when you will be ready
for Inspection. Requests received before 7:00 a.m. will be made the same working day, requests made after 7:00 a.m, will be made
the following work day. .
SITE INSPECTION: To be ROUGH PLUMBING,
made after excavation, but ELECTRICAL &
prior to setup of forms. MECHANICAL: No work Is to
". be covered until these
UNDERSLAB PLUMBING, Inspections have been made
. ELECTRICAL & and approved.
MECHANICAL: To be made
before any work Is covered.
PAVING: After gravel Is In
place but prior to placing
asphalt or concrete.
,
~
ATTIC DRAFT STOPS &
CURTAIN WALLS
SPECIAL INSPECTIONS: In accordance
Section 306 of the State Specialty Code
a special Inspector shall be employed
by the Owner' Contractor during
construction of the following work. A
copy of the special testing reports shall
be furnished to the Building Division.
FOOTINGS & FOUNDATIONS:
To be made after trenches are
excavated and forms are
erected, all steel In place, but
prior to placing concrete.
CONCRETE SLAB: To be
made after all Inslab building
service equipment. conduit,
piping, accessories and other
ancillary equipment Items are
I n place but before any
concrete Is placed.
FIREPLACE: Prior to placing
facing m!'terlals and before
framing Inspection.
FRAMING: To be made after
the roof, all framing, fire
blocking and bracing are In
. place and all pipes, chimneys
and vents are complete and
the rough electrical, plumbing
and mechanical are approved.
STRUCTURAL CONCRETE: In
excess of 2500 P.S.1. (306 a.1)
STRUCTURAL WELDS:
Performed on the job. (2722 f)
UNDERFLOOR: Plumbing,
electrical, mechanical. To be
made prior to Installation of
floor Insulation, decking or
floor sheathing.
INSULATION & VAPOR
BARRIER: To be made after all
Insulation and required vapor
barriers are In place but
before any lath or gypsum
board Interior wall covering Is
applied.
FIRE & SEPARATION WALL:
Located and constructed
according to plans.
HIGH STRENGTH BOLTING:
During all bolt Installation and
tightening operations. (306
a.6)
UNDERGROUND: Plumbing,
electrical. gas, sanitary sewer,
storm sewer, water and
drainage lines. To be made
prior to covering or filling
trenches.
SPRAYED ON
FIREPROOFING: U.B.c.
Standards 43-8.
SPECIAL GRADING,
EXCAVATION AND FILLING:
During earthwork. (306 a.11 &
Chapter 29)
POST & BEAM: To be made
prior to Installation of floor
Insulation. decking or floor
sheathing.
LATH AND/OR GYPSUM
BOARD: To be made after all
lathing and gypsum board,
Interior and exterior, Is In
place but before any
plastering Is applied or before
gypsum board Joints and
fasteners are taped and
finished.
GLU.LAM BEAMS: Inspection
Certificate by an approved
agency, furnished to the City's
Building Division before
beams are placed. (2501 U.B,C.
STDS. 25-10,11).
FLOOR INSULATION &
VAPOR BARRIERS: To be
made prior to Installation of
decking or floor sheathing.
STRUCTURAL MASONRY: (306
a.7)
MASONRY: Steel location,
bond beams grouting or
verticals In accordance with
UBC 2415.
SIDEWALK & DRIVEWAY:
Required for all concrete
paving within street right of
way, to be made after all
excavating complete and form
work and sub.base material In
place.
ROOF SHEATHING AND
NAILING: Prior to Installing
any roof covering.
CURB AND APPROACH
APRONS: After forms are
erected but prior to placing
concrete.
'In addition to the Inspec-
tions specified, the Building
Official may make or require
other Inspections of any
construction work to ensure
compliance with the Building,
City or Development Code.
-------------------------------------------------------
FINAL PLUMBING
SITE PLAN REVIEW BOARD: Must be requested 2 days In advance
of the date you wish Inspection. All project conditions such as
landscaping, parking lot striping, etc. must be completed before
requesting this Inspection,
FINAL BUILDING: Requested after the final plumbing, electrical,
mechanical and Fire Department Inspections are made and
approved. No occupancy of the premises can be made until a
Certificate of Occupancy has been Issued by the Building Division
and posted on the premises.
FINAL ELECTRICAL
FINAL MECHANICAL
FINAL FIRE DEPARTMENT
ADDITIONAL COMMENTS-
PLANS REVIEWED BY
DAT~
By slgr:'a~ure.l state: an~ .agr~e, that I have carefully examined the completed application and do hereby certify th~t 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 pertaining to the work described herein, and that NO OCCUPANCY
'wllrbe made of any structure wlthourpermlsslon of the Building Safety Division. I further certify 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 requestad at the proper time, that project address Is readable from the
~1;;,e::'dt~~~~h~o~~~'Z~~car~ I~~ated :t tQt of the property, and the approved set of plans will remain Oln the site at all
,,,....,, \ t Ov\"" 1<1_.. J ,." ,( 1-'1., '"
VALIDATION: AMOUNT RECEIVFn. DATE PAID:
RECEIPT #:
RECEIVED BY'
I