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Home My WebLink AboutPermit Building 2001-05-22SPEINGFIELD Job# 01-00403-01 RESIDENTIAL PERMIT City Of Springfield Community Services Division Building Safety Page 1 of 5 225 North Fifth Street Springfield, OR97477 Location Of Proposed Site: 3630 Osprey Dr Spr AssessorsMap#: 17021943 Lot:167 Block: Addition Job Number: 01-00403-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot #: 09900 Subdivision : Ambleside clTY oF sPRrNcFtELD, OREoON Owner: Dukes & Dukes Construction Co Address: Po Box 71095 Scope Of Work: Single Family Residence Phone Number: City/State/Zip: New 541461-5477 Eugene, OR 97401 Vatue: $121'151 Same as 3562 Osprey Dr (00-01353-01) Contractor Type GeneralContr ElectricalContr MechanicalContr Plumbing Contr Gontractor Registration # Dukes & Dukes Construction Co 65060 Po Box 71095, Eugene, OR 97401 Eastside Electric lnc 117770 38253 Boscage Ln, Springfield, OR 97478 Harvey & Son Heating & Air Conditioning I 55682 4680 Main St, Springfield, OR 97478-6054 Don Lewis Plumbing 33076 500 Greenfield Street, Eugene, OR 97404 Expiration Date 311612005 10t412001 4t412003 611012001 541-741-1499 541-746-7677 541 -688-1 931 [-set tortn 952'001- Quad Area: # Of Units: Constr. Type: Water Heater: 3RNC ,l (VN) Wood Frame Gas Office Use - Land Use: Single FamilY Dwelling Buildings: 1 Zoning Code: LDR Bedrooms: 3 Range:Electric Ger To request an inspection callthe 24 hour recording a1726-3769. All inspectio ns req uested before 7:00 a.m. will be made the same working day. working day, inspections requested after 7:00 a.m.will be made the following sbYl€ IF u t! Site Verify Ground Rod Footing Foundation Post and Beam Floor lnsulation Ceiling Insulation Shear Wall Nailing -Prior to decking. - Prior to cover. -Before covering sheathing with finish materials. Phone 541-461-5477 lles are Framing Walllnsulation Drywall Hold Downs lnstalled FinalBuilding Temporary Power Verify Ground Rod Rough Electrical Electrical Service Final Electrical Underfloor Plumbing Underfloor Drain Rough Plumbing Shower Pan Water Line Sanitary Sewer Line Storm Sewer Line Perimeter Foundation Drains FinalPlumbing Underfloor Mechanical Rough Gas Rough Mechanical Gas Service FinalGas FinalMechanical Job# 01-0 Page 2 of 5 Required lnspections Buitdins I -Prior to cover. -Prior to Cover -Prior to taping. -When all required inspections have been approved and the building is complete Electricat I -Approval required prior to SUB energizing pole. - lnstall ground rod at footing, and call for inspection in conjuction with footing and/or foundation i -Prior to cover. -Must be approved to obtain permanent power. -When all electricalwork is complete. -Prior to insulation or decking. - Prior to cover or placement of concrete. -Prior to cover. - Prior to filling trench. -Prior to filling trench. -Prior to filling trench. -After gravel and filter cloth is installed, but prior to backfill -When allplumbing work is complete' Mechanical -Prior to insulation or decking. -Prior to cover. -After line is installed and line has been connected to a minimum of one appliance. Pressure tet -When allgas work is comPlete. -When all mechanicalwork is complete' Public Works SW-Curbside CC-Standard Street lmprovement: Fully lmproved Curb Cut?f lmProvement Agr'? San Sewer DePth (Ft): 6 ' 4 Storm Sewer Available? f SpecialReq.: Security Required: Bond Begin DateTime: Special lnstructions: Other Utilities: Project SuPervisor: ,_After forms are erected but prior to placement of concrete -After forms are erected but prior to placement of concrete Sidewalk TYPe: AdditionalROW? Size Of Line (in): Downspouts/Drains: Enchroachment Permit: San Sewer Tee (in): Bond End DateTime: Curbside - 5' B To Curb and Gutter 6 00/00/0000 00:00 AM 00/00/0000 00:00 AM Types Of Warning Devices Reqd' Zoning: LDR FloodPlain? [ Wetlands? [ Journal numbers 1:2001-04-0090 2: Comments:LDAP in Progress 2 3 Additional Requirements: Required Attachments: Source Locn: Material: Flood Plain FEMA: Job# 01-00403-01 Page 3 of 5 Land Use: Single Family Dwelling Pave Driveway? Z Overlay District: # of Street Trees Planner: Liz Miller Urban Growth Boundary?! Gtenwood Area? Quantity Of Fil!: Supplier: Drainage: Floodway FEMA: Construction Types(VN) Wood Frame Occupancy Groups: Dwelling # Of Buildings: 1 # Of Bedrooms: 3 Handicap Access? [ Area (Sq. Main: 1607 AccessorySO0 Accessory Structure # Of Stories: 2 Height (feet): 29 Current Units: Proposed Units:1 Census Code: New SF - detached TotalZ107 Fee Paid On Receipt# Value/Quantity Fee Amount Plan Check 0412312001 5027 2Hourly Plan Review Total Plan Check $80.00 $80.00 Buildins Building Permit Garage/Carport State Surcharge For Building Permit Building Administrative Fee Total Building 05t22t2001 05t2212001 05t22t2001 05t22t2001 5485 5485 5485 5485 111,981 9,170 $460.00 $80.50 $37.84 $16.22 $594.s6 Electrica! Wiring Footage 1,000 Sq Ft or Less Wiring Footage Each Add'l 500 Sq Ft State Surcharge - Electrical Administrative Fee - Electrical Total Electrical 05t22t2001 05t22t2001 0512212001 0512212001 5485 5485 5485 5485 1 3 $85.00 $45.00 $9.10 $3.e0 $143.00 Plumbing Minimum Plumbing Permit Fee Three Bathrooms State Surcharge - Plumbing Administrative Fee - Plumbing Total Plumbing 05t2212001 0512212001 05t2212001 05t22t2001 5485 5485 5485 5485 1 $.00 $192.50 $13.48 $5.78 $211.76 Hood and Exhaust Minimum Mechanical Permit Administrative Fee - Mechanical Less than 100,000 BTU Vent Fan to One Duct Mechanical lssuance Mechanica! 05t2212001 0512212001 0512212001 0512212001 0512212001 0512212001 5485 5485 5485 5485 5485 5485 1 $4.s0 s.00 $.68 $6.00 $12.00 $10.00 1 4 Job# 01-00403-01 Page 4 of 5 Fee Paid On Receipt# Value/Quantity Fee Amount State Surcharge - Mechanical Total Mechanical Mechanical 0512212001 5485 s1.58 $34.76 Public Works New Sidewalk New Curbcut Multiple Permit Discount - 2nd Permit Tota! Public Works 05t22t2001 05t22t2001 05t22t2001 5485 5485 5485 60 1 1 $65.00 $65.00 $-30.00 $100.00 Develo Residential- Single Family - Storm Sanitary Sewer Residential Transportation Residential Sanitary MWMC Residential lmprovement MWMC MWMC Administrative Fee Sanitary Sewer SDC Reimbursement SDC Administrative Fee Transportation SDC Reimbursement Total System Development 05t22t2001 0512212001 05t22t2001 05t22t2001 0512212001 05t2212001 0512212001 05t22t2001 0512212001 5485 5485 5485 5485 5485 5485 5485 5485 5485 1,984 $537.66 $371.45 $656.02 $285.91 $24.33 $10.00 $488.75 $126.42 $154.27 $2,654.81 23 1 1 1 1 23 1 S.F. Residence - Willamalane TotalWillamalane SDC Willamalane SDC 0512212001 5485 1 $1,000.00 $1,000.00 Grand Total Plan Check Type lnitial Review-Res Engineering-Res Planning-Res Planning-Res Structural-Res Checked By Lisa Hopper Steve Templin Liz Miller Liz Miller Bob Barnhart Date Completed 04t2412001 04t26t2001 ost09t2001 05t01t2001 $4,818.89 Comment Additional note on solar check. The rear of the structures high point is 24'. Slope on this property according to the plans, slopes to the south where the house measures 29' at the highest point. The 29' measurement is approx 54'from the north property line, meeting the required solar setback. The 24' highest point on the rear of the structure is approx 6' from the rear of the structure. Adding the 6' to the setback shown on the drawings = 38'setback from that point to the north property line, also meeting the solar requirements for this lot. Steve Templin to review LDAP when returning from vacation. Will need to obtain before building permit issued. Needs to pick up and pay for LDAP permit REQUIRES REVISED PLANS FOR ROOM ABOVE GARAGE IF USED FOR HABITABLE SPACE, NOT APPROVED BUT FOR STORAGE AT THIS TIME Job# 01-00403-01 Page 5 of 5 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 each address is readable from the street, that the permit card is located at the front of the property, and the approved set of will remain on the site at all ring construction. SF ,JGFIELD 1000 sq.ft. or less Each additional 500sq. ft or portion thereof Each Manuf,d Home or Hodular Dvelling Service or Feeder STDTOTAL OF ABOVE 7%, State Surcharge 3Z Administrative Fee TOTAL 225 FIFTH STREET SPRINGFIELD, OR g7477 (541) 726_375s FAX o41) 726_368s OFFICE: 726-3759 1. JOB dl Permi ts are ransfer and expiretarted vithin 180 daysof issuance or if vork is sus pended for 180 days. 2. CONTRACTOR INSTAII^A:ITON ONLY Electrical Contractor EASTS/D€ €LeC, Address 38).53 BoScAGC LAN € city SPTLO Phone 1y /^ ( Y71 COI{PIJTE EEE SCEEDTILE BELOS Nev Residential-Single orMulti-Family per dvelling unit.Service Included: BIECIRICAI. PERITT APPLTCATTON City Job Number f tems Cos t $ 8s.00 ,.i..'b\+ 3 A. Sum I & 4s- Supe rvisor License Number tJ 71 7 S Expiration Date /o- o l^ ol Constr Contr. Number I f177O Expiration Date )0- ov-ol Signature of Supervising Blectrician Ovners Name Addres $ 1s.00 $ 40.00 Services or FeedersInstallation, Alterationsor Relocation: 200 amps or less 20L amps to 400 amps -401- amps to 600 amps _601 amps to 1000 amps_ 0ver 1000 amps/vo1ts Reeonneet Only Temporary Services or Feeders Installation, Alteration or Relocation 200 amps or less 201 amps to 4OO amps -Over 401 to 600 amps Over 600 amps or fbOO voTTs Branch Circuits ee'Br aEovil h\-J B C D. $ s0.00 $ 60.00 $100. 00 s130.00 $300.00 s 40.00 $ $ $ s 40.00 55.O0 80.00 Ci ty OVNER The installation is being made on property I ovn vhich is.not intended for sale, lease or rent. 0vners Signature: DATE: Nev, Alteration or Extension Per Panel one Circuit $ 35.00 Each Additional Circuit or vith Service or Feeder Permit $ 2.00 E. Miscellaneous (Service/feeder not included) Phon"l13i1,iil3D -Each installation Pump or irrigation $ sign/outline Lighting- $ L:.mited Energy/Res - $ 40.00 40.00 20.00 36.00 RECEIVED BY: 5 cr) if vork is not CITY OF DEVEL CIL .}E TNAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: SF 0l -00403_01 DUKES & RESIDENCESINGLEFAMILY 3630 17-02-1 OSF LOT SIZE: 0 OR JOB NEWDWELLING UNITS I BUILDING SIZE: TMPERVIOUS S.F COST PER S.F DISCOUNTRATE 0.00 $0.271 s0%$0.00 S .F 1984.00 COST PER S.F $537.66 x x x DRYWELL TODIRECTRI.INOFF RUNOFF ROI.ITED TO CITY STORM SYSTEM DESIGNEDAND CONS TRUCTED TO CITY STANDARDS IITEM TOTAL STORM DRAINAGE SDC $s37.66 NUMBEROFDFUK COST PERDFU 23 $ 1 6.15 $371.4s NUMBER OF DFt-.t's 23 COST PERDFU $488.75 x x COST:A. COST:B.IMPROVEMENT $860.20 ITEM2 TOTAL. CITY SANITARY SEWER SDC ADT TRIP RATE NUMBER OF LINITS COST PER TRIP NEWTRIP FACTOR 9.s7 I $68.ss 1.00 $656.02 ADT TRIP RATE 9.57 NUMBEROFUNITS I COST PER TRIP $ 16. l2 NE!I/ TRIP FACTOR 1.00 154.27 x x x x x x A.REIMBURSEMENT COST: B.IMPROVEMENT COST: 10.29ITEM3 TOTAL - TRANSPORTATION SDC $10.00 NUMBEROFFEU's I COST PER FEU $28s.91 $28s.91 NUMBEROFFEU's I COST PER FEU $24.33 $24.33 s0.00 SUBTOTAL OF MWMC REIMBURSEMENT, IMPROVEMENT & CREDIT MWMC ADMIMSTRATIVE FEE $310.24 B.IMPROVEMENT COST: x x MWMC CREDIT IF APPLICABLE (SEE REVERSE) 4. SAMTARY SEWER - MWMC A. REIMBURSEMENTCOST: $320.24ITEM 4 TOTAL. MWMC SANITARY SEWER SDC .39SITBTOTAL (ADD ITEMS 1,2,3, & 4) SUBTOTAL ADM. FEE RNTE t26.425%.39 5. ADMIMSTRATIVE FEE: x $2,654.81 1073 109 1092 I I (r) rI]aoU &r!Fa Or!g, 1056 l0s 4/26/01 TOTAL SDC CTIARGES91w\,N/b SDC COORDINATOR DATE $0.rrJ- $21.2s DRAINAGE URE UNIT C ABLE NrWMC CREDIT CALCULATION TABLE: BASED ON COT]NTY ASSESSED VALUE EQUIVALENT ONLYCALCULATE I..INITSFIXTUREDRAINAGEI.JNITxFIXTURESNEWOFNUMBER NETTHEFOR NO OF FIXTURES DRAINAGE FIXTURE I.]NITS) UNIT (#NEW . #OLD x FXTURE TYPE I 0 )x J J BATHTUB ( 0(0 0 )x x x x x I DRINKING J 0(0 0 FLOORDRAIN SoLIDS IETC. (0 0 )J 0 FOR GREASE IOTLI 6 0 FORSAND / AUTO WASH / ETC.(0 0 ) (0 )2 0 LAUNDRY TUB (1 )x x x x x x J J CLOTHESWASHER/MOP SINK 6 0 WASHER- 3 OR MORE (EA)(0 0 )CLOTHES 0 t2 0 MOBILE HOME PARK TRAP (l PER TRAILER)(0 / WATER STATION IETC.(0 0 )0 RECEPTORFOR REFRIG 3 0 FORCOM. SINK/DTSHWASHER/ ETC. (0 0 ) (1 0 ,)2 SHOWER, SINGLE STALI- )2 0 SHOWER,GANG (NUMBEROF HEADS)(0 0 x x x x x x x x x KITCHEN (I 0 )J J SINK:2 0 SINK:COMMERCIAL BAR (0 0 ) (0 0 I 0 SINK:DOMESTIC BAR 0WASH BASIN 0 0 )2 (3 0 )JLAVATORY0URINAL, STALL/WALL (0 0 )5 TOILET PUBLIC INSTALLATION (0 0 6 0 TOILET PRIVATE INSTALLATION J 0 )J 9 MISCELLANEOUS DFU TYPE NLIMBER OF EDI.],S* ( 0 - 0 )x 20 0 TOTAL DRAINAGE FIXTTTRE t.lNITS :23 *EDU (Equivalent Dwelling Unit)is a discharge equivalent to a single family dwelling unit (20 DFU's) set at 167 gallons per day $0.00 YEAR ANNEXED CREDIT RATE PER $I,OOO ASSESSED VALUE YEAR ANNEXED 1979 OR BEFORE $4.74 1990 $r.96 1980 $4.65 l99l s r.ss 198 l $4.59 r992 $1.36 1982 s4.46 I 993 $ 1.23 1983 $4.30 r994 s l.0s 1984 $4.14 I 995 s0.90 I 985 $3.93 1996 $0.75 I 986 $3.63 t997 $0.s7 1987 $3.26 I 998 $0.35 I 988 $2.8s 1999 $0. l5 l 989 $2.40 $0.00 $0.00 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) CREDIT FOR LAND (IF APPLICABLE)x $0. IF IMPROVEMENTS OCCLIRRED AFTER ANNEXATION DATE, CALCULATE CREDIT SEPARATELY TOTAL MWMC CREDIT VALT.IE /LOOO 0.000 CREDITRATE $0.00 0.000 x FOUNTAIN INTERCEPTORS 0 0 I RECEPTOR 1 CREDIT RATE PER $I,OOO ASSESSED VALUE Communily Services D;- nuilding SafetyqnY oF sPRIN6l _ _r-D, OREGON225 5'h Srrcer, Springfield, oR glqllinliia_ltSg Job o 3L3o City Job * AMBLESIDE MEADO WS SUBDIVISI ON-IS, ADDITION requrements - new structures on This form may be used as a temporary verilication to allow construction to continue on the job site until the consultant's stamped aflidavit on the site soil compaction and stabilization is submitted to the City. This form must be completed by a licensed design professional (engineer or architect) or his/her authorized employee, and submitted to the building inspector prior to requesting City inspections or placing foundation concrete.It is important that all questions be answered completely for the foundation site to be approved for construction. Owner and/or Contractor 1. Date of the design professional's site evaluation?s/rt /-r 2. Has the design professional reviewed a copy of the geotechnical information for the subdivision that was provided with the building permit? YesXNo- If not, please contact this ffice for a copy of the report. The design professional must be familiar with the geotechnical information before completing this fonn. 3. What was the size and depth of the excavation and /or fill? ELD ConsultingInSiteforQuestionnairevestigation ProfessionalsDesign Was existing non-Structural filt or expansive soil encountered on the lot? Yes-NoX H "yes", what types, depths and locations? -7- ,VFA D /aSf tt 7'Zt AC Frstlj <k -'<I LT</.ru h R( - What measures were taken to remedy the engineered fill used to stabilize the soil)? soil condition (include tYPe of 1 ( ,J 6- ..n tS'A t; t l)t)t Community Services Dr- --uildi ng Safety Job Address----1-,(:' oCITY OF SPRINGI -LD, OREGON City Job #225 5'h Strect, Spri ngfield, OR 97477 ph.726_3759 3. Is the site as prepared adequate 8 inadequate a to maintain constant moisturecontent in the sub grade? -Note: Verificatiin of moisture iioitrzotron in the subgrade is a requirement of the geotechnical report, ona *i,ii oe ffirmed beforeconstruction can continue. If inadequate, the sub grade? what measures are needed to provide constant moisture content in Is the site as prepared adequate S inadequate to support the proposedstructure? An affirmative answer is requisite to p roce edin g w ith c on struction.If inadequate, what additional work is needed to provide adequatefoundation 4. Did the design professional witness placement and compaction of the engineered fill, or is there a special inspection report foithcoming from aqualified agency? I witnessed Placement I Special Insp/compactiin report IT"farue Lpb,f {o (s^rC rNl=t{i*,r Pt t-t-5. The design professional intends to use the following method for installationof perforated perimeter footing drains: The design on the attached drawing provided by the design professional ...... tr The method shown on the original construction drawings . ........ n The typical 'Foundation Drain' drawing attached to permit tr Perforated perimeter drains are not required n Comments:A)oTe ,, u tv D tjt a 7't=D 1-.r €aJ( d ct ttt rcR@ k) Note: City inspectors will inspect installed drains prior to cover upon request... Call: 726-3769 to schedule inspection. ,) Community Services D; - --,ril ding Safety Job Address ?-c oCITY OF SPRING}^-LD, OREGON City Job #ao225 sth Strcet, Springfie ld, oR 9't477 Ph.726_3,759 Low'point crawl space drains are required to prevent the build-up of excessmoisture inside the foundations during (and aiter) construction. This drainmay be installed after foundation placiment of the desisn orofessional. a. The design professional has determined the following.. The crawl space drain is required when the foundation is installed..... tr The low-point drain can be installed afierfoundation placement without a si gnificant moisture build-up problem within the foundat;on.. .. . .. . .. . .. fl (The low-point drain may be installed at the of construction)Post etc. b Has the design professional observed and approved the installation of the required low point drain?...... yes, _N, y d "yes", where is the low point drain located under the building and where does it terminate at this time? (must be an approved location, i.e, street gutter, storm sewer, sump pump and discharge line to the street, etc.) The design professional must determine whether the approved permit drawings have adequate foundation steel. Is any additional foundation steel required that is not shown on the foundation drawings for the building? Yes _ lfo X-. If "yes", describe additional steel required (or provide drawing). The foltowing statement must be signed by the individual doing the observations and proutdtng diiection for the excavation and site preparation work on the Property' J o3 dt Community Services D' - .uilding Safety CITY OF SPRING},.JLD, ONPCbi,i 225 sth Strcct, Springfield, OR 9747j ph. 1116_3759 Job Address Z a City Job # C)C"t fuO t't Cl J The undersigned design professional (or authorized employee) attests that helsheobserved required mois^ture stability procedures on this'site, and that such procedureswere accompltshed befor-e yny changes occurred in the moisture content oi ie sub-grade under and arounil the building (where expansive stoils were "n"oooiriio1, Theyn(-eyisned further attests that theiuih-grade,'as prepared, is adequate i support tnebuilding proposedfor this site. Additional /\ ,l.b 0 6 ^ L ll Lr 0,(J(Note): A copy of this report shall be kept on site with the approved plans at all times. This report shall be followed by an affidavit, signed and stamped by the design professional under whose auspices this report was completed, affirming the information herein. The signed/stamped affidavit together with a copy of this report shall be submitted to this office prior to requesting framing inspection for the building. Namdtul t Title F,u.+ rYffk Company k*A C*; *-t ,,u4s1?- t\ t tY ( ]z).J'C'pnoni a's-{t-1>2? - L, Ur License #ex The geotechnical report for the Ambteside Meadows - l't Addition Subdivision recommends immediate moisture stabilization of exposed expansive sub-grades, and that expansive soils be over-excavated and replaced with at least 12 inches of fill compacted to at least 95Vo of ASTM D698 for foundation preparation, The report also recommends that measures be taken to prevent water from collecting in or around the foundation areas during and after the construction process, and that positive site drainage be provided to reduce the infiltration of surface water into the expansive soils. The geotechnical report further emphasizes that the finish grade of landscape soil adjaCent to the foundation should be at least 24" above the expansive bearing soils, firmly compacted to reduce the infiltration of water at the surface. The adequacy of fill soil material around the building must be verified to the satisfaction of the design professional. /44, 4 Community Services Dir, -.rilding gs1s1,qlry oF spRrNGF _o, <jnriibN22s s'h Strccr, Sprinsfield, oR nqtfinliis_ Job Address Z<--_-G} City Job # 3759 U BINGFIELD Affidavit For Site Investigation euestionnaire Foundation Sub-Grade Approval forResidential Building site in Ambleside Meadows - 1., Addition Subdivision The undersigned hereby affirms that the excavation, structural fill and moisturestabilization methods for_the building site at the address shown above was observed byme or an authorized employee of my firm and that the following is true: l ' The foundation sub-grade is capable of supporting a minimum of 1500 psf, and is adequate to support the building proposedfbr tniJsite. 2. The moisture content of the excavation was adequately maintained during the site preparation process and was adequately covered to stabilized moisture content prior to any significant change in moisture content of the sub-grade. 3. The site is adequately graded and drained to prevent the collection of water in the excavated area during construction. 4. The accompanying report titled "site lnvestigation euestionnaire for Consulting Design " containing field observations and instructions made on (date) for the building site was completed either by myself by employee of my firm under my supervision. To the best of my information contained in that report is complete and accurate.knowledge, the Name of Licensed Professional (print)/4, Lh,.-* //d/ S 19171 onScorl L