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Home My WebLink AboutPermit Building 2008-8-20 CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: COM2008-01204 ISSUED' 08/2012008 APPLIED. 08/]2/2008 EXPIRES: 02/20/2009 VALUE: $ 222,565.00 ~~.;:;- ~ ~- Status Issued 225 FIfth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspechon Lme SITE ADDRESS 5751 PUMICE PL ASSESSOR'S PARCEL NO 1802033210400 SPRINGFIETYPE OF WORK Smgle Family ReSIdence PROJECT DESCRIPTION Smgle family reSIdence TYPE OF USE New ReSldenhal S,dewalk Type NOT\CE: ~~~~f<iflllir'lN.QRI< lH\S PERMII SH~\lIH\S PERMI1 \S NOl AU1HOR\ZED UNDE; AMNDONED fOR COMMENCED OR \ AN'f 180 DAY PERIOD. Owner HA YDEN HOMES LLC Address 2464 SW GLACIER PL REDMOND OR 97756 I CONTRACTOR INFORMATION I Contractor Type General Electrical MechdDlcal Plumbmg Contractor HAYDEN ENTERPRISES TOP NOTCH ELECTRIC INC PACIFIC AIR COMFORT INC PLUMBING PLUS INC License 92208 172366 39237 -'- 90482 I BUILDING INFOR~ATIONI # of UnIts Prlmdl y Occupancy Group Seconddry Occupancy Group Primary ConstructIOn Type Seconddry Construchon Type # 01 Bedrooms I # of Stories 2 R-3 r'- . H~g~t of,~tr~s!ur~qwres y007tOO U t Type,ol},te!1ty the~"csdJ]\iJ{~ VB.: Wate<tXrYP' ase rules are set t9aSh J'\lOtl1"'....., 'IUI vC"lll;.. 1",. In OpR 95~e\\~eC1YpYihrough OAR 952-001- 3 0090' YoJilWfjllll!tll.\1I copies of the rules by call1n t~l!r~'tlt Blhltflbglhe telephIQIl8 9 - _; ......._ _ __... Ilhl,+u ",,,tlfll~atlQn r . "lI..I."...... I~" ,,,... --. -!c. -. I DEVMM1~~!\TIk>N I . , FrontYdrd Setbdck S,de I Setback S,de 2 Setback Rearyard Setback Solar Setbacks 1800 2530 800 2540 000 Overlay DlSt # Street Trees Rqd Paved Drive Rqd % of Lot Coverage I PUBLIC IMPROVEM~NTS I Street Improvements Storm Sewer Available Special InstructIOn Fullv Improved Ye> Storm water to curb Notes P d2e 1 of 4 ExpiratIOn Date 07/29/2009 09/28/2008 03/25/2010 05/10/2009 Phone 541-228-1081 541-317-1998 541-672-9510 541-926-3190 Lot S,ze 6,313 Sq Ft 1st Floor 1,008 Sq Ft 2nd Floor 1,005 Sq Ft Basement Sq Ft Garage/Carport 400 Sq Ft Other Occupant Load 3 Yes 3820 ~ l REQUIRED PARKING i \ Totdl 2 HandIcapped Compact CurbSide 7' Curb and Gutter ~~~~ n ., Status Issued 225 F,fth Street, Sprmgfield, OR 541-726-3753 Phone 541-726-3676 Fdx 541-726-3769 InspectIOn Lme DescTlPtlOn Dwelhnes Gardl!e Tvpe of Construclton V Wood Frame Garaee Fee DescriptIOn -Mech 1ss 2+ Apphances- + 10% AdmmlStraltve Fee + 12% State Surcharge + 5% Technology Fee 3 Baths One & Two FamIly Addressmg ASSIgnment Apphance Vent Buildmg PermIt Curbcut PermIt Dryer Vent Exhaust Hoods FIre SF Fee - ReSldenltal Fireplace (LISted) Furnace - up to 100,000 btu Gas Outlets 1-4 Plan RevIew MdJor - Plannmg Plan Review ReSIdential Samtary Sewer - Improvement Samtary Sewer - Reimbursement SDC MWMC AdmmlStratlOn SDC MWMC Improvement SDC MWMC ReImbursement SDC Samtary/Storm Admm SDC Trdnspo ReImbursement SDC TransportatIOn Admm Sidewalk PermIt Storm Dramage ImpervIOus Area Vent Fan W,lIamdldne Smgle FamIly Total Amount Paid I Valuation Descrmtlon I $ Per Sq Ft or multlpher $10500 $28 00 Square Footage or BId Amount 2,013 00 400 00 Total Value of ProJect Fpp<, p~ Amount Paid $42 00 $16458 $18302 $9561 $348 00 $3700 $1600 $1,063 18 $88 00 $800 $1100 $12065 $1800 $1500 $600 $211.00 $691 07 $589 02 $77462 $1000 $1,00917 $97 90 $15599 $201 54 $1497 $88 00 $73704 $40 00 $2,51300 $9,34936 Date PaId 8/20/08 8/20/08 8120/08 8/20/08 8120/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8120/08 8120/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 Pal!e 2 of 4 CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO ISSUED: APPLIED' EXPIRES. VALUE. COM2008-01204 08/20/2008 08/] 2/2008 02/20/2009 $ 222,565.00 Value Date Cdlculated $211,36500 $11,20000 $222,565 00 08112/2008 08/12/2008 ReceIpt Number 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 1200800000000000891 -ii:~. CITY OF SPRINGFIELD' Building/Combination Permit Status Issued PERMIT NO' COM2008-01204 ISSUED. 08/2012008 APPLIED: 08/1212008 EXPIRES: 02/20/2009 VALUE: $ 222,565.00 225 FIfth Street, Sprmgtield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 InspectIOn Lme Plan Reviews , Public Works RevIew 08/1212008 08/1212008 APP LKW Storm water to curb Plannme RevIew 08/14/2008 08/14/2008 APP T AJ To Request an IDspectlOn call the 24 hour recordmg at 726-3769. All mspectlOns requested before 7.00 a.m wIll be made the same workmg day, mspections requested after 7:00 a.m. wIll be made the followmg work day. I RPll~ EroslOn/Gradmg InspectIOn Prior to ground dIsturbance and after erosIOn measures are mstalled Sidewalk - CurbsIde After forms are erected but prior to placement of concrete Curbcut - Standard After forms are erected but prior to placement of concrete Ufer Electrlcdl Ground Install ground rod at footmg and call for mspectlon 10 conJunction wIth footmg and/or foundatIOn mspectlOn Footmg After trenches are excavated Foundation After forms are erected but prior to concrete placement Post and Beam Prior to noor msulatlOn or deckmg Floor InsulatIOn Prior to deckmg Shear Wall Nathng Before covering sheathmg wIth fiDlsh materials Frammg InspectIOn Prior to cover and after all rough 10 mspectlOns have been approved Wall Insulahon Prior to cover CClhng In~ulatlon Pnor to cover Drywall Prior to tapmg Hold Downs Instdlled Specldl InspectIOn performed prior to placement of concrete ProvIde report to CIty BUlldmg Inspector Fmdl BuIldmg After all reqUIred mspectlons have been requested and approved and the butldmg IS complete Pen meter FoundatIOn Drdms After gravel and tilter cloth IS mstalled but prior to backfill Undernoor Plumhmg Prior to m,ulahon or deckmg Undernoor Dram Prior to cover or pldcement of concrete Rough Plumbmg Prior to cover and mcludmg reqUIred testmg Water Lme Prior to tilhng trench and mcludmg reqUIred testmg. SdDltary Sewer Lme Prior to filhng trench and mcludmg reqUIred testmg Storm Sewer Lme Prior to tilling trench Paee 3 of 4 LlI }' OF ~t'Kll'l\.Jl'l.l'..LD . Building/Combination Permit Status Iss u ed PERMIT NO ISSUED. APPLIED' EXPIRES: VALUE. COM2008-01204 08/20/2008 08/12/2008 02/20/2009 $ 222,565.00 225 Fifth Street, Sprmgtield, OR 541-726-3753 Phone 541-726-3676 Fdx 541-726-3769 InspectIOn Lme Fmal Plumbmg When dll plumbmg work IS complete Gas ServIce After hne IS mstalled and hne has been connected to a mmlmum of one apphance mcludmg reqUIred testmg Presure test done at thIS pomt Underfloor Gas After hne IS mstalled and reqUIred testmg and capped If not attached to an apphance e Rough Gas After hne IS mstalled and reqUIred testmg and capped If not attdched to an apphance Rough MechaDlcal Prior to Cover Fmal GdS When all gas work IS complete Fmal MechaDlcdl When all mechdnlcal work IS complete By SIgnature, I state and dgree, that I have carefully exammed the completed apphcatlOn and do hereby cerllfy that all mformatlOn hereon IS true and COI rect, and I further cerhfy that any and all work performed shall be done m dccordance wIth the Ordmances of the CIty of Springfield and the Laws of the State of Oregon pertammg to the work described herem, and that NO OCCUPANCY will be made of any structure wIthout permISsIOn of the CommuDlty ServIces DIVIsIOn, BUlldmg Safety I further certtly that only contractors and employees who are m compliance with ORS 701 005 will be used on thIS proJect I further agree to ensure that all reqUIred mspectlOns are requested at the proper lime, 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 pldns WIll remam on the sIte at all tImes durmg construction c- ~~,,? - /1 Owner or Contractors SlgnatuW gA~ , Date Pal!e 4 of4 225 FIfth Street , , Sprmgfreld, Oregon 97477 541-726-3759 Phone ~ CIty of Sprmgfield OfficIal ReceIpt Development ServIces Department PublIc Works Department Job/Journal Number COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0] 204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0] 204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0] 204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 COM2008-0 1204 Payments Type of Payment CredltCard cRccemtl RECEIPT #: 1200800000000000891 Date. 08/20/2008 DescriptIOn Plan ReView Residential Sidewalk Permit Curbcut Permit Storm Dramage ImpervlOlls Area Samtary Sewer - Reimbursement SDC Transpo Reimbursement SDC MWMC Reimbursement SDC MWMC Improvement SDC MWMC AdmlmstratlOn SDC Samtary/Storm Admm SDC TransportatIOn Admm Samtary Sewer - Improvement BUlldmg Permit Addressmg ASSignment WIllamalane Smgle Family 3 Baths One & Two Family Furnace - up to 100,000 btu Veot Fan Exhaust Hoods Dryer Vent Gas Olltlets 1-4 FIreplace (Listed) -Mech lss 2+ Appliances- FIre SF Fee - Residential Appliance Vent Plan ReView MaJor - Plannmg + 5% Technology Fee + 12% State Surcharge + 10% Admmlstratlve Fee PaId By HA YDEN HOMES Item Total Check Number AuthorizatIOn Received By Batch Number Number How Received dJb 045149 In Person Payment Total Page I of I 20941PM Amount Due 69107 8800 8800 737 04 77462 20154 9790 ],00917 10 00 ]5599 ]497 58902 1,063 ]8 3700 2,51300 348 00 1500 4000 ] 100 800 600 1800 4200 ]2065 1600 21100 9561 ]8302 16458 $9,349 36 Amount Paid $9,349 36 $9,349 36 8/2012008 ~ '~~..., ~' ~. K & A Engineering, InG. 3327 Roanoke Ave., Eugene, OR 97408 (541) 684,9399 Voice (541) 684-9358 FAX engineering July 30,2008 Ci/ [WI Project: 151.06 Hayden Enterprises, Inc. 2464 SW Glacier Drive #110 Redmond, OR 97756 Subject: Jasper Meadows subdivision--Lot 257 Springfield, OR 5151 o ,,,,,{,e ' Foundation Soils rv PURPOSE AND SCOPE At your request, K & A Engineering, Inc, has completed a geotechnical iiwestigation of the existing soils on the subject property. Our undersianding is that a wood-framed single-family reSidence supported by a cast-in- place concrete soread footing foundation is proposed for construction on this site. The purpose of our investigation was to determine the suitability of the soils for construction of the proposed strucfure, and provide recommendations for construction of the foundation, The scope of our services is limited to general suitability with respect to bearing capacity and expansive soils, FOUNDATION PAD PREPARATION The project site is located on a residential lot in the Jasper Meadows subdivision in the southeast corner of the South 57~ Place/Pumice Place intersection, The lot is mostly level and there.are no apparent slope movement hazards. The original ground surface was low lying and poorly drained, Based on the foundation pad excavation, native soils consist of approximately 2 to 3,feet of dark brown, wet, loose, organic silt, over grayjtan/orange, wet, moderately stiff, plastic Clay with inclusions of decomposed sandstone. . Foundation support preparation involved constructing a level foundation pad on a subgrade consisting of native undisturbed soils This required excavating and removing approximately,2 to 3-feet of dark brown organic silt from the foundation pad area. After the excavation and removal of the unsuitable soils, approximately 3 to 5- feet of :Y.-inchminus dense graded crushed aggregate was placed, graded, and compacted on the foundation pad. This served to provide a uniform surface for footing construction at the desired elevation. The fill materials were placed and then compacted using a vibratoI)' steel drum roller. We tested the in, place density of the '/.-inch minus dense graded crushed aggregate fill and have determined that the average dl)' density exceeds 95-percent of maximum as determined by ASTM D698. The field test results are attached to this report, K & A Engineering, Inc. SUMMARY AND RECOMMENDATIONS The project site, as prepared, is suitable to support the proposed foundations. We recommend a design allowable bearing capacity of 2,OOO-pounds per square foot The soils present a moderate shrink/swell hazard. Foundation loads should bear on undisturbed native silts a minimum depth of 36-inches below final grade around the perimeter foundation, The prepared foundation pad meets these recommendations. Final grading around the foundation pad should raise the grade above the foundation using native or imported silts and should slope away from the foundation. We recommend approval of the foundation pad, as constructed, by the building official. Thank you for the opportunity to be of service. Please call us if you have questions or need further assistance. Respectfully, /~. .0F0~ Steve Schultz, EJT. K & A Engineering, Inc ". "",,,,,, EXPIRES ~/~ Client: Hayden Enterprises Jasper Meadows-Lot 257, Springfield, OR Project: 151.06 Page 2 of 2 . July 30, 2008 ~ ., . DensitY,ol Soil and Soil-Aggregates In-Place ASTM D2922 and D3D17 I Project: 151.06 1 Site Address: Jasper Meadows--Lot 257 I Permit No: I Date: 7/30/2008 I Density Test Type': DT -4.6 I . Operator: SS I MaterlallYpe: 3/4" (-) from Springfield Quarry 1 Maximum Dry Densfiy, pcf 130.0 I Standardization and Reference Check t. Density (Standard Deviations) (S.D.) 1.89 It. Moisture, I (S.D:) . Moist Dry Density, Densny, Water Compaction, Test No. pel pel Content, % % Remarks 1 1 1 137,9 133.6 I 3.2 I 102.8% I 2 1 129.3 121.4 I 6.5 I 934% I 3 1 136.4 128.9 1 5,8 I 992% 1 1 1 I I 1 1 1 I I I 1 I ,I I 1 I i 1 1 I I I I 1 1 .1 I I I I i I I I 1 " I I I I' I I I I 1 1 , I I I 1 1 1 1 I I I 1 I Average: 98.4% Std, Dev.: 4,74% 0.02 1 Direct Transmission (DT) (specify depth, in.) or Air Gap Backscatter (AGB) (specifiy(T)oucnable or (U)ntouchable mode Test pertormed using Seaman Nuclear Corp model C,300, SN 21113 Client: Hayden Enterprises, Inc. Project: 151.06 K & A Engineering, Inc. 7/30/2008