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Home My WebLink AboutPermit Building 1998-3-13 SPRINGFIELD ~6) /:tl'~ Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 980159 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 3997 MARCOLA RD Assessors Map #: 17022000 Tax Lot #: 00800 ~~ .1z~'> \: OWner: EWEB Address: 500 E 4TH AVE Phone #: 341-1844 City/State/Zip: EUGENE OR,97401 Description Of Work: REMODEL EXISTING BLDG REMODEL Value: 0.00 Contractor Const. Contractor # Expires Phone General: EWEB 0049436 21196 REED MARKET RD BEND OR 977020 02/09/98 383-3110 QUAD AREA: 3 CNC -- OFFICE USE -- LAND USE: 5300 Item REMODEL Square Feet x $/Square Feet = Value 5,000.00 TOTAL VALUE OF PROJECT 5,000.00 BUILDING Surcharge/Admin MECHANICAL Surcharge/Admin PLUMBING Surcharge/Admin PLAN REVIEW FEE CITY SDC FEES 50.50 4.05 0.00 0.00 0.00 0.00 32.83 3.32 SUBTOTAL PERMITS 90.70 TOTAL PERMIT FEES EXCLUDING ELECTRICAL 90.70 SPRINQFIELD Job Number: 980159 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 "*" 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. FOOTING - After trenches are excavated. FOUNDATION - After forms are erected but prior to concrete placement. MASONRY - Steel location, bond beams grouting or verticals in accordance with UBC 2415. HIGH STRENGTH BOLTING - To be done during constr by State Certified Special Inspector. Results provided to .City Building Division, STRUCTURAL WELDS - To be done during constr by State Cert Special Inspector. Results of inspection/test to City Building Inspector. FINAL BUILDING - When all required inspections have been approved and the building is complete. --- ADDITIONAL COMMENTS --- Plans Reviewed By: LORNE PLEGER Building Site Reviewed By: BOB BARNHART Date: 03/12/98 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 plans will remain on the site at all times during construction. ~-f('~d Signature 5)I3/f8 Date -- - VALIDATION Date Paid: 290tf:1(b ->//y;~ 9{tJ.?~ .~ f, /'1 Receipt Number: Amount Received: Received By: . JOB NO. 97:/)/")9 . ATTACHMENT A. , CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET ,r- /-.., NAME OR COMPANY: r:. lit I: /7 LOCATION: ,:f977 n/-r-U'k_ ILl. DEVELOPMENT TYPE: Add , ~I-L./ '~r ?,..h:;" ___/ ": h~,.,c:..1, ~,G1 / c:1 LOT SIZE SQ, Ft, BUILDING SIZE: 1. STORM DRAINAGE IMPERVIOUS SQ. FT. .vy yYz.- 2. SANITARY SFWER-CITY NO. OF PFU'S (See Revecse Side) 3. TRANSPORTATION /0 X $0,226 PER SQ. FT. $ .1- X $46,B6 PER PFU $ G .NO OF UNITS X TRIP RATE X.COST PER TRIP X X $472.49 $~ X X $472.49 $ X X $472.49 $ 4, SANITARY SFWER-MWMC NO. OF FEU'S . X PER FEU + $10 MWMC/ADK FEE $ <:~,~ ' .~ . MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ TOTAl -MWMC SDC $ SUBTOTAL (ADD ITEMS 1,2,3 & 4) ...,li- $ .., 5. AnMTNTSTRATTVF FFF'l. BASE CHARGE (SUBTOTAL ABOVE) X .05 $0. /Cv t{J,...--l!n:~ttL<-- /' J YSDC <.C6or&ator Date :2}z?'/Y6 . -? y;z.._ IQIAI snr j ,J . , t'1^ I Utn: UI\!II I.ALI.ULH IIUI\! I HOLt:; Number of New Fixtures X.Unot EqUlvatent = Fixture Units (NOTE: For remodels, calculate o..he NET additional fixtures) . . . . I . NUMBER OF . UNIT FIXTURE I .- FIXTURE TYPE NEW FIXTURES. EQUIVALENT UNITS . If improvements occurred after annexation date in table', I II I I Bathtub,."..,.,..,....,,",,,..:.................,..,,.,.,,.:.,........,.,.., . Drinking. Fountain......,.................;......,..:............,..... Floor Drain...,..:...,................... .....:....,..,;,..,................ . . Interceptors For Grease/Oil/Solids/Etc...........,..... Interceptors For Sand/Auto Wash/Etc........,......... Laundry Tub/Clotheswasher.................... .............,.. Clotheswasher -,.3 Or More............................,........, Mobile Home Park Trap (1 Per Trailer)..,................ Receptor For Refrigerator/Water Station/Eic.....,.. Receptor For Commercial Sink/Dishwasher/Etc.. Shower, Single Stall...............................,:, ,.. ,....,.,.,.,. Shower, .Gang..... ...............................:.......,............. . Sink: Bar, Commercial, Residential Kitchen..,..................... . Urinal, Stall/Wall....... ......:.............. ...,. ,......,.............. Wash Basin/Lavatory, Single.... .....:........."............,.. Toilet, Public Installation.;............................... ........ Toilet, Private...........................:.... .... ..:................, Miscellaneous: TOTAL FIXTURE UNITS CREDIT CALCULATION TABLE: Based on assessed value. calculate credits separates. Year Annexed Rate per $1,000 Assessed Value Year Annexed L 1979 or before 1980 1981 1982 1983. 1984 1985 1986 ~3.97 3.89 3,83 3,70 .3.55 3.39 3.20 2.91 1987 .1988 1989 1990 1991 .1992. 1993 1994 1995 1996. 2 1 2 3 6 2 '6 6 1 3 2 1/Head 2 2 1- 6 4 = Rate .per $1 ,000 . Assessed Value $2,56 2.17 . 1.7.3 1,31 0,92 0,74 .0,61 0.45 .. .0,31. :0,17 Credit for Parcel or Land :Only If Applicable X $ (Rate X Assessed Value) X $ . .(Rate X- Assessed Value) . Improvement (if after annexation date) = = CREDIT TOTAL. = $ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For. Estimating Purposes Only) .Residential...:.."..,............~,.. 0:4 Commerical..................,......, 0.9 .Industrial.....:....,......,..,....,.. 05 Governmental......,.......,;....... 0,5 IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT I I , I II