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HomeMy WebLinkAboutPermit Building 1998-1-16 " .~. -<-> :. SPRINGFIELD Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 971703 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 921 INTERNATIONAL WAY Assessors Map #: 17031500 Tax Lot #: 01117 Owner: GUISTINA Address: 388 PEARL STREET Phone #: 485-1500 City/State/Zip: EUGENE, OREGON 97440 Description Of Work: INFILL/GRAND SLAM REMODEL Value: 0.00 Contractor Const. Contractor # Expires Phone General: MCINTYRE 0003550 85830 pine Grove Rd Eugene OR 97405 Mechanical: COMFORT FLOW 0000460 855 W 1st Ave Eugene OR 974020000 Electrical: REYNOLDS ELECTR 0017252 2782 Central Eugene OR 974030000 10/08/98 687-2841 06/27/98 342-8101 08/05/98 343-7297 :;.f!. - -- PLUMBING No. 9 Single Fixture ~o~'f.. ~.....y..<:c. ~..o"'" 1(.\\ (\\~ <:c.i-'?\'" ,?<:c.~~\ ~~ ~O~\r;:J~~~..... ~y..:<:c.~""':~~~O~<:c.~ .....~'O 'i~ ~~'iF~ \iSE __ ~'u~~~~t~O~' ~ _.\\tI~~.t;l'? Fee Charge 90.00 TOTAL PERMIT 90.00 QUAD AREA: lCNW Item TENANT IMPROVEMENT Square Feet x $/Square Feet Value 30,000.00 TOTAL VALUE OF PROJECT 30,000.00 Plan Check Fee: 91.33 Rec #: 28174 Date: 12/04/97 Rec By: BUILDING Surcharge/Admin MECHANICAL Surcharge/Admin PLUMBING Surcharge/Admin CITY SDC PLAN REVIEW ADJ. 193.00 15.44 0.00 0.00 90.00 7.20 3,351.40 34.12 SUBTOTAL PERMITS 3,691. 16 TOTAL PERMIT FEES EXCLUDING ELECTRICAL 3,691.16 .'," .. .., SPRINGFIELD Job Number: 971703 Page 2 REQUIRED INSPECTIONS It is the responsibility of the permit holder to see that all inspections 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. Special Inspections: In accordance with a special inspector shall be employed by construction of any following "*11 work. shall be furnished to Building Safety. Section 306 of the State Specialty Code the Owner/Contractor during A copy of the special testing reports In addition to the inspections specified, the Building Official may make or require other inspections of any construction work to ensure compliance with the Building, City or Development Code. ROUGH ELECTRICAL - Prior to cover. ELECTRICAL SERVICE - Must be approved to obtain permanent power. ROUGH MECHANICAL - Prior to cover. ROUGH PLUMBING - Prior to cover. ROUGH GAS - after line is installed and capped if not attached to an appliance FRAMING - Prior to cover. INSULATION - Floor; prior to decking Wall/Ceiling; Prior to cover DRYWALL - Prior to taping. UNDERGROUND PLUMBING - Prior to filling trench. ROUGH GAS - after line is installed and capped if not attached to an appliance TEMPORARY POWER FINAL FIRE - When all Fire Department requirements have been met. been met. GAS SERVICE - After line is installed and line has been connected to a minimum of one appliance. Pressure test done at this point. FINAL BUILDING - When all required inspections have been approved and the building is complete. - - - ADDITIONAL COMMENTS - - - OCCUPANCY=A3, CONST.TYPE=III-N, OCC LOAD=299 (MAX) . POST BLDG. FOR 50 OCC. (MAX) SEPARATE ELECTRICAL PERMIT IS REQUIRED SEPARATE MECHANICAL PERMIT IS REQUIRED. Plans Reviewed By: DON MOORE Date: 01/13/98 Building Site Reviewed By: LISA HOPPER By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon 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 will be made of any structure without permission of the Community Services Division, Building Safety. 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 requested at the proper time, that project address is readable from the street, that the permit card is located at the front of the property, and the approved set of ~ns w1ll remain on the site at all times during construction. &1';;~/"/ /-/5~fr 'Date (;,. SPRINQFIELD Job Number: 971703 Receipt Number: Date Paid: Amount Received: Received By: -- - VALIDATION !Ji:SC{) (- In.QR 'P~L\\ .\l{J ~\Dt'L /:tl'~ Page 3 . . Jut) NU. 7/1 /u,'i . ATIAGit1ENT A . CITY OF S~NGFIELD SYSTEMS DEVEL~ENT CHA~GE WORKSHEET N/l,'1E OR CC,.,PANY ?I/.~~ ~.-f~ U~5/:::'" LOC.!l.TION CJC)'l h r/o!/,/'l<"jYI.."',L.1 tt..,..~H/ / DE'iEL.OP,'1E"IT TYPE: ;;;;,,:,,,, f- ,f;.J':// 'R,....u;:r t"...,-.u.- BUILDING S:ZE >,",-0 ;<<)V-- ..;....C)t:-){) LOT SIZE c,n. Fe. , 1. STORi'! ;Jep ;i.~;::;::- d<..?~7.zd ti../ 4 If! ?hl/ 1-1.,",;,.../1',;6. 7'::;-Q"5?'(; . v -":"".-- -- - - - -- li'ir;::-,,' ~,..,L..::" )l....:. ,-'. . _r '_^, ___ .__ __ _ ./'" ,\ .)V.LL'J. :--t,,"", :;.U. 1- i. ) ~ 2. SANTT;::;:j Sri.'lE? -;~ ~T'{. NO. OF ;FU'S f''7 bf...:--. 'I ;-.:.;::: 8cr P~P D:"; 1 .\ ... - _. .....\ " V . "l.-.?. //' "/\- S 1'-' .::e. (See Reve~se Sic~) 3. TRt.NSPGi<TATWi.' Nq QF Ui'WS X TRIP RATE X COST PER TRIP . p.e,c /,,;!c-"r- '"' '''(c. f [-by. 2. K X /...,fJ,. X 5472.49 . 67' 5 / c..,Su - X X $472.49 5 X X $472.49 $ 4. SANiTARY SFl~FR .i1\'ir~r. NO. OF FEU:S ,j.S X ~~PER FEU + $10 ~IWMC/ADM FEE $ _~1't'?8t!.. MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ ~ TOTAl -MWMr sor 9<:~ $.5'30 - 81 $ q /9/- . SUBTOTAL (ADD ITEMS 1.2.3 & 4) 5. AOMTNTSTRATTVF FFFC, BASE CHARGE (SUBTOTAL ABOVE) X .05 .6'7 $ /.0- (;4--- j~~ /i . S~ ~rdinator Date: 17-0/97 . . / . .yo TOTAL SDr;, $3. 35-/ - . FIXTURE UNIT CALCULA TJON TABLE: Number of New Fixtures X Unit Equivalent = FixtUre .Units (NOTE: For remodels. calculate .the NET additional fixtUreS). ~. .' . . NUMBE;, OF UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS BathtUb..... ........ ......................................................... Drinking. Fountain................................................. ..:. Fioor Drain.... ...........................................................:. Interceptors For GreaseiOil/Solids/Erc................. Interceptors For Sand/Auto Wash/Erc.................. Laundry Tub/C!othes.ovasher................................... Corheswasher - 3 Or More..................................... Mobile Home Park Trap I; Per Trailer).................. Receptor For Refrigeratori\-\ta:er Station/Etc........ Receptor For Commercial Sink/Dishwasher/Etc... Shower. Single Stall................................................. SrlO'lJer, Gang.... '................................. _............... '... Sink: Bar. Commerc:al. Resice:"',tiaJ Kitchen........................ Urinal. StaliN/ail....... ...... ........... ... .................. ... ....... Wash Basin/Lavatory, Singie....... ..................... ...... ToiieI. Public InsrallaIion................ ..... ................... Toilet, Private....................................................... Miscellaneous: / 2 ; 2 3 6 2 . 6 . 6 ; 3 2 i/Head 2 2 ; 6 4 3 ., .^ Oi- TOTAL FiXTURE UNITS = CREDIT CALCULATION TABLE: calculate credits seoarates. 'I I I, .:2. t. ., ""- 1-2 2.2 Based on assessed value. If improvements occurred after annexation date in table. I Year Annexed Rate per $ 1 ,000 Assessed Value Year Annexed 1979 or before 1980. 1981 1982 1983 1984 1985 1986 $3.97 3.89 3.83 3.70 3.55 3.39 3.20 2.9; 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 Credit for Parcel or Land Only If Applicable X $ = (Rate X Assessed Value) X $ = . (Rate X A~sessed Value) Improvement (if after annexation date) ;t/l/1e}L.e~.J /9'17 P 111 %./1 /'1 '15- CREDIT TOTAL RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Orily) ResidentiaL..:...................;... 0.4 CommericaL.....................'... 0.9 Industrial............................ 05 GovernmentaL..................... 0.5 IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT /; Rate per $1,000 Assessed Value $2.56 2.17 .1.73 1.31 0.92 0.74 0.61 0.45 0.31 0.17 ~ = $ cO