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HomeMy WebLinkAboutPermit Building 2018-08-21I— LLI LU U) Z_ r' LLJ LU Z Z LU Z 0 Z O n CJS LU ry r' O U Z O N Z F-- L.L O Z LLl I— LL W J I W J Z Q i— 11-06-00 Hatch Legend 11-11-08 CEILING - 24" RISE 6/12 VAULT � 6 11-06-00 C04 subbed 1E1/2" bot4i sides 40-00-00 15-06-00 13-00-00 1-00-15 \ B01GEGE �jI g w 11-11-08 r � 6 E02 0 C01GE - W ^10/12 ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE 10/12 CO2 SUPERIMPOSED LOADS: �G03 A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. E0'1 O B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION C04 subbed 1E1/2" bot4i sides 40-00-00 15-06-00 13-00-00 1-00-15 \ B01GEGE �jI g w r � 6 E02 DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT ffi m W m°J ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE O TRUSSCO & BUILDING SUPPLY, SUPERIMPOSED LOADS: E02 A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. E0'1 O B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF 2-00-00 AOI (5) �( Y=' W o O I N LLI (D m O ( -_ t AJ04A N L7 00 0 ( R®®F N®TES° z o O ( � Z 0 1 � 4 1 ?I Ii �; � U � • � o � - ; vjj ( �� J06 COMPOSITION ROOF J } N i ¢ ; E p- = = ROOF' PITCH 5/12 & 8/12 & 10/12 o, ( l 1 m N J06 2 0 -00 z a s o 0 0o\ g OVERHANG: 2'-0", 1'-6" AND 1' -15/16" O I:. Wilma < `�`�Q_- - TOP CHORD SNOW LOAD: 25 psf (0 I ( i ii _ � A J07 o TOP CHORD DEAD LOAD: 8 psf � M ,� o 1-00-07 0o L- I �I _ J08 BOTTOM CHORD DEAD LOAD: 7 psf (� (' Q 0o L J07 --- - LO WIND LOAD & EXPOSURE: 120 mph - B (n o t i 1-00-07 ,O 1 3 I _ TRUSS TO PLATE CONNECTION BY OTHERS 0 F 0 0 h ..... - J06 2-00-00 o LAYOUT NOT TO SCALE co U C L z d �: -- JOO O-- GENERAL NOTES N (n g Z ..... ....... G Start f2'O. I Layout �� I �, j I B - O THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY � .1✓ Aas EtoAO ( :.-.:.__llllll ...._ �LLLLL_-:- _m AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED o J04ARCHITECTUAL AND STRUCTURAL DRAWINGS F co 17= 0-0, 00 E % I THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN L � Q om M ! j WRITING AND BE RESPONSABLE FOR REPORTING ANY m W N (� DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION. 0 0 � FALSE DORMER OJECT ENGINEERS /DESIGNERS INSTRUCTION ON TIE OVER ROOF 20-00-00 40-00-00 8-11-00 1-00-15 8-00-00 12 -00 -UO 4 TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 &BCSI-B3 SUMMARY SHEETS. BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT. - v � o z > '^ o n'o a � � m o > z va v ¢'a > o ¢ > w � a ¢ T ajo M FOLLOW PR DOWNS, NAILING AND OVERALL SWAY BRACING. - 6 E02 DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT 10/12 10!12-� THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY m°J ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE 2-00-00 TRUSSCO & BUILDING SUPPLY, SUPERIMPOSED LOADS: E02 A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. E0'1 G E 40-00-00 8-11-00 1-00-15 8-00-00 12 -00 -UO 4 TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 &BCSI-B3 SUMMARY SHEETS. BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT. - v � o z > '^ o n'o a � � m o > z va v ¢'a > o ¢ > w � a ¢ T ajo M FOLLOW PR DOWNS, NAILING AND OVERALL SWAY BRACING. - 6 DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY. - THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY m°J ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE 2-00-00 TRUSSCO & BUILDING SUPPLY, SUPERIMPOSED LOADS: 0o A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. 1-00-15 O B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO SAFELY CARRY THE APPLIED LOAD. IMPORTANT: 1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING, RESTRAINING AND TEMPORARY BRACING REQUIREMENTS. 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-83 FOR PERMANENT BRACING REQUIREMENTS v v m°J � in o o J ¢ F - W Z v m°J � in o SPRIN6FI€LO tn City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54 t-7 26- 37 53 OREGON Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 81 1 -18-001 830-DWL IVR Number: 81 10251 54163 Web Address: www.sprinqfield-or.9ov Email Address: permrtcenter@spnnqfield or qov Permit lssued: August 21, 2018 TYPE OF WORK Category of Construction: Single Family Dwelling Submitted Job Value: $236,491.00 Description of Work: New Single Family Residence Type of Work: New JOB SITE INFORMATION Worksite address 2084 gTH ST Springfield, OR 97477 Parcel 1703261201009 Owner: Address: LICENSED PROFESSIONAL INFORMATION Business name BRUCE WlECHERI CUSTOM HOMES INC - Primary L&EELECTRICINC License ccB License numbea 101717 CCB PENDING INSPECTIONS Pennits must be posted in clear view on the worksite. Permits erpire if work is not staned within 180 Days of issuance o. at work is suspended for '180 Oays or longer depending on the issuing agency.s policy. All provisions of laws and ordinances governing this type of work will be complied with whether sp€cified her6in or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law r€gulating conskuction or the performancs of conslruction. ATTENTION ' CALL BEFORE YOU DIG: Oregon law requir6s you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952{01-0010 through OAR 952-001-OO9O. You may obtain copies of the rules by ca[in9 the Center at (877) 668.4001 or dial811. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 70i.OlO (Structural/Mechanical), ORS 479.540 (Electricat), and ORS S93.0i0.020 (ptumbing). Pnnred on 8/2rl14 page 1 ot 5 sld,B!,tdrngperm _pr BRUCE WECHERT CUSTOM HOMES INC 3073 SKWIEW LN EUGENE, OR 97405 Phone 541-686-9458 105475 541-933 2598 Permit Number: 8l 1.'l 8.001 830.DWL lnspection 2999 Final Mechanical 3999 Final Plumbrng 4999 Frnal Electflcal 9504 Curbcut - Standard 9508 Sidewalk 1530 Exterior Shearwall 1260 Framing 2300 Rough Mechanical 3170 Underfloor Plumbing 4500 Rough Electrical '1020 Zoning/setbacks 1090 Street Trees '1118 Footing Drain 1'120 Foundation '1160 UFER Ground 1170 Post & Beam 1370 Masonry Veneer 1410 Underfloor insulation 1420 lnsulation Vapor Barrier 1430 lnsulation Wall 1440 lnsulation Ceiling 1 520 lnterior Shearwall 1999 Final Burlding 2200 Underfloor Mechanical 2210 Underfloor Gas 2255 Gas Pressure Test 2310 Rough Gas 2995 Final Gas 31 30 Footing/Foundation Drains 3200 Sanitary Sewer 3315 Water Line 3400 Storm Sewer 3500 Rough Plumbing 4000 Temporary Power Service 4225 Service or Feeder lnspection group 1-2 Famdwell 1_2 Famdwell 1_2 Famdwell Public Works Public Works 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1 _2 Famdwell 1_2 Famdwell '1_2 Famdwell '1_2 Famdwell '1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1-2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1 2 Famdwell Page 2 of 5 lnspection atatus Pending Pending Pendang Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending std_BuildingP.rmiUrrPage 2 of 5 Permit Number: 81 I -1 8-00'l 830-DWL 1110 Footang 1_2 Famdwell Page 3 of 5 Pending Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project Schedule or track inspections at www.buildingpermits.oregon gov Schedule by phone call 1-888-299-2821 use IVR number: 8'1 1025154'163 Schedule using the Oregon ePermitting lnspection App, search "epermitting" in the app store Pnnted on 8/21118 Page 3 ol 5 sld EuildrnsPerm( pr SCHEDULING INSPECT!ONS Permit Number: 811-18-001 830-DWL Page 4 of 5 PERMIT FEES Fee Description Residential waring Temp services 200 amps or less Technology Fee Air conditioner Clothes dryer exhaust Furnace - up to 100,000 BTU Gas fuel piping outlets Range hood/other krtchen equapment Ventilation fan connected to single duct Water heater Plan Review Major, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Improvement Cost - Local Wastewater SDC: Reimbursement Cost - Local Wastewater SDC: Improvement - Transportation SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: MWMC Credit - Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total Storm Admanistration Fee SDC: Total Sewer Administration Fee SDC: Total Transportation Administration Fee SDC: Total MWMC Administration Fee - Local SDC: Improvement Cost - Storm Drarnage SDCr Reimbursement - Transportation sDc SDC: Rermbursement Cost _ Storm Drarnage Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural plan review fee Structural buildinq permit fee Willamalane fees - Single Family Detached, per unit State of Oregon Surcharge - Elec (12olo of applicable fees) State of Oregon Surcharge - Bldg (12olo of applicable fees) State of Oregon Surcharge - Mech (12olo of applicable fees) State of Oregon surcharge - PlLrmb (12% of applicable fees) Curb cut and Sidewalk construction - multiple permit discount Curb cut fee - enter # of cuts std_B!ildingPermitJcr Quantity 2063 1 Fee Amount $286.00 $86.00 $214.87 $ 18.00 $13.00 $22.00 $ 19.08 $ 18.00 $52.00 $ 18.00 $244.O0 $s06.00 $s2.00 $ 1,793.88 $3,641.88 $3,506.54 $ 131.89 $r,597.44 $22.A2 s-34.73 $ 10.00 $64.01 $27 t.79 $184.55 $86.37 $7 55.05 $184.51 $524.24 $r23.14 $1,088.20 $r,674.t6 $3,721.00 $44.64 $200.90 $ 19.21 $60.12 $-41.00 $ 121.00 1 1 1 6 1 4 1 1 2 1 1793.88 3641,88 3506.54 131. 89 1597.44 22.42 -34.73 10 64.01 27 t.79 184.55 46.37 7 56.05 184.51 524.24 2063 1 1 1 Pnnted on 8/21118 Permit Number: 81 1 -1 8-001 830-DWL Sidewalk construction - permit, first 90 linear feet Page 5 of 5 $121.00 $21,423.80 1 Total Fees: Construction type VB VB VB Pnnled on: 8/21118 Occupancy type R-3'l&2family U Utility, misc. U LJtility, misc. - half rate Unit amount 1,529.00 419.00 115.00 Unit Unit cost $118.45 $47.80 $23 90 Job value $181 110.05 $20,028.20 $2,748.50 $203,886.75 Sq Ft Sq Ft Sq Ft Total job value: Page 5 of 5 sld_BuildrngPerm(_pr VALUATION INFORMATION SPRINGFIELD ONEGON www springfield-or. gov Worksite address: 2084 gTH ST, Springfield, OR 97477 Parcel: 170326'1201009 Transaction Receipt Development and Public Works 225 Fifth Street Sprinqfield, OR 97477 s41-? 26- 37 53 permitcenter@springfield-or. gov City of Springfield Transaction date at21t1a 1 8t21t18 2,063 8t21t18 2 8t2'U18 1 8121t18 'l 8t21118 1 8t21t18 4 8t2'V18 1 8t21t18 6 8t21t11 I 8t21t1B 524 8121t18 756 al21t18 3,641 8t21t18 1,793 8t21t-18 184 Pinted 6121118 927 an Description StructLiral building permit fee Residential wiring Single Family Residence - Baths Furnace - up to 100,000 BTU Water heater Range hood/other kitchen equipment Ventilation fan connected to single duct Clothes dryer exhaust Gas fuel piping outlets State of Oregon Surcharge - Plumb (12% of applicable fees) SDC Rermbursement Cost - Slorm Drarnage SDC: lmprovement Cost - Storm Drainage SDCr Reimbursement Cost - Local Wastewater SDC lmprovement Cost - Local Wastewater SDC Reimbursement - Transportation SDC Account code 224-OOOOO425602-1030 224 -00000 - 4 26 1 02 - 1 033 22 4 - OOOOO - 425603 - 1 03 4 224-00000425604-1031 224-00000-425604-1031 224-00000-425604-1 031 224 -OOOOO - 42 560 4 - 1 0 3 1 224-OOOOO4256U-1031 224 -OOOOO - 4 2 5604 - 1 03 1 821-00000-215004-0000 00 00 00 00 00 00 00 00 00 00 24 05 88 88 51 Units Ea SqFt Qtv Ea Ea Ea Ea Ea otv Ea Amount Amount Amount Amount Amount Fees Paid Fee amount $1,674.16 $286.00 $506.00 $22.OO $18.00 $18.00 $52 00 $13 00 $19.08 $60.72 Paid amount $1 674.'16 s286.00 $506.00 $22.00 $18 00 $ 18.00 $52.00 $13.00 $19.08 $60.72 6'1 7-00000448029-8800 61 7-00000-448028-8800 6'1 1 -00000-448024-8800 $524.24 $7s6.05 $3,641.88 $524.24 $756.05 $3,64'1.88 $'1,793.88 $184.51 Page 1 ol3 61 1-00000-448025-8800 434-00000-448026-8800 $1,793.88 $184.51 FIN_TransactonRecerpt_pr {i 811-18-001830-DWL Receipt Number: 467770 Receipt Date: 8/21118 TransacUon Receipt 811.18-001E30-OWL Receipt number:467770 Transaction date units 8121118 3,506.54 Amount 8/21hA Fees Paid Description SDC: lmprovement - Transportation SDC SDC Reimbursement Cost - MVVMC Regional Wastewater SDC SDC: lmprovement Cost - MW|VIC Regional Wastewater SDC SDC] Compliance Cost - MWMC Regional Wastewater SDC SDCr IVIWMC Credit - Regional Wastewater SDC SDCr Admrnrstratrve Fee - MVVMC Regional Wastewater SDC SDCr Total Storm Administration Fee SDCr Total Sewer Adminislration Fee SDCr Total Transportation Administration Fee Account code 434-00000-448027-8800 Fee amount $3,506.54 8/21t18 8t21t1A a/21/18 8t21/18 131.89 1,597.44 22.A2 -34.73 10.00 64 01 271 79 184.55 86.37 100 1.00 1.00 100 1.00 Amount Amount Amount Amount Amount Amount Amount Amount Amount Qtv Ea EA Ea Ea 433,00000-448024-881 0 433-00000-448025-881 0 433 00000-426607-8810 433-00000-448025-881 0 61 1-00000-426604-8800 $131.89 $1 ,597 .44 $22 82 $(34.73) $10 00 $121 00 $(41 00) $121 .00 $200 90 Paid amount $3,506.54 $131 89 $1,597 44 s22 A2 $(34 73) $10 00 $121 00 $(41 00) $121 00 $200 90 $86.00 al21t18 at21t18 8t21t1A 8t21t18 71 9-00000-426604-8800 71 9-00000-426604-8800 719-00000426604-8800 71 S-00000-426604-8800 $64.0'1 $271 .79 $184.55 $86 37 $64.01 $271 .79 $184.55 $86.37SDC Totar MVVMC Admrnrstralron Fee - Local 8t21t18 8t21t18 Curb cut fee enter # of cuts Curb cut and Sidewalk construction - multiple permit discounl Sidewalk construction - permit, first 90 linear feet State of Oregon Surcharge - Bldg (12% of applicable fees) 201-00000428060- 1069 201-00000-428060-1069 al21t1a 8t21t18 8t21t18 821-00000-21 5004-0000 Pfinted 8/21118 927am Temp services 200 amps or less Page 2., 3 ?? 4-00000426102-1033 $86.00 FIN_TransactDnRecerpt_pr 201 00000-428060- 1069 Transaction Receipt 81 1-18-001830-DWL Receipt number:467770 8/21t1a Transaction date 8/21t18 Units 'r.00 Ea 8121nA at21t',t8 1.00 Ea 100 Ea Oescription Stale oI Oregon Surcharge - Elec (12olo of applacable fees) Air conditioner State ofOregon Surcha.ge - Mech (12% of applic€ble fees) Address assignment - each new or change requested externally, per each VVillamalane fees - Single Family Detached, per unit Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Plan Review, Major, City Technology Fee Fees Paid Account code 821 -00000,21 5004-0000 Fee amount $44.64 Paid amount M4 64 224-OOOO 0 - 42560 4 - I 031 821 -00000-2 1 5004-0000 $18.00 $19.21 $18.00 $19 21 8t21t18 8t21t18 '1 00 Ea 1 00 Oty 2,063 00 SqFt 2 2 4 -OOOO O - 4 25602 - OOOO 821-00000-21 5023-0000 1 00-00000-424005-1 091 $52.00 $3,721 00 $123 78 $52 00 $3,721.00 $123.78 al2lha 8t21t18 1.00 Ea 1 00 Automalic 1 00-00000-425002- 1 039 1 00-00000-425605-0000 $244.00 $214 87 $244 00 $214 A7 Payment Method: Check number: 30197 Payment Method: Credit card authorzation 08619d Transaction Comment: via phone Payer: bruce wiechert Payer: bruce wiechert Payment Amount: Payment Amount: $10,835 60 $9,500 00 Cashier: Katfl na Anderson Receipt Total:$20,335.60 Pnd\ed Al21l1A I27 an Page 3 ol 3 Fl N_TransactrcnRece p1_pr Stru ctural Permit Application Lffi DEPARTMENT USE ONLY Pe=-iii nc l8- r9vo tb ll: Fifii Sreel. Spingir€)d OR 97111 1 PH{:.1i 7l6,llj! . F{\(5.r l r72e',3689 Dar: This permit is issued urder OAR 918-460-0030. Permits expire ifr{orkis Dot started }r-ithiD 180 daJ's ofissuaDce or if vfork is suspended for 180 dal's. LOCAL GOVERNMENT APPROVAL F=E SCHEDULE Thjs project has fr,')al iand-use approval Sisrarure: 1, \-aluation information : ::,::.rl: _ This proieo has DEQ aoproval SrcnaiJra I Zoning approval veriireC E \ es I l.o i: ConsE!cion Il?s B-operA is \i,ithin flood plarn: tr ) es I t;o CATEGORY OF CONSTRUCTION I Govem:nenr E Commercral Cir1 l Subdivision SUB-CONTRACTOR INFORMATION liam€CCB l,icen\e I JOB SIIE INFORMATION AND LOCATION SraE: ToJo: PROPERTY OWNER 5IaIE ZIP E n"" Ea.lteration E addition (b) FouDdation-onll' permit? E Yes E No Toral valuation Square feei Otber nformation S Ci11 Buiidilg Ownel or O*ner's age autlorizing this applicadon SigD bere: n This iffraliation is berng made on residenrial or farm properl o*,ne<i b] me or a member ofml,immediale famiil. and is exempt from licensing requirenrems under ORS 70 I .0 I 0 2. Builditrg fees (e) Subtotal of fees above (2a througb 2di 3. PlaD reYiew fees (b) Fire and life safet-r' (65% x permit fee l2al) 4, Miscellaneous fees fOTAL fees aod surcharges (2e'3c-4a+b):S 57'. ?V rf 5 s 5 S tnin--l(-z rnp a )Cin,: E-maii CCB license no 6 Prinr name l_.rj!!qlar-r.lt=:, {t/1 r') -\I /r( -tI I Elccrricsl L+a Piumbiugdr &sr,,'. ?lu^\ Mechanical (or<h",u fiou, L|E1 O I't t atN - bf a,: Job site address zt\' )Lot no Reference: Addrcss ZIP Phone Fa)iC')L TNiAF CONTRACTOR INSTALLATION Business name: !.o;1c- A I Alr" -- Addrcss Phone iali Type oI Heat (a) Pemir fee (use valuation table) S(b) lnvestigative fee (egual to [2a]) (c) Rei*pecdon ($ per hour) (nu[lber ofbours x fee per bour) (d)EDter I:% surcharge (.12 x [2a-rb+2c]) (a) Plan revie$ (65% x perlrit fe€ f2al) 5 (c) Subtotal of fees rbove (3a and 3b) (a) Seismic fee. I% (.01 x permit fee [2a]) s (b) Tech fee. 590 (.05 )i permit fee[2a]+PR fee [3c]) Lasl ediEd 5.5-l0l ? Blones 1) /"-O)cO Cosl per squar€ ioot Energ] Path: Z A I x^-.. B-,, ' ,, l",r;+ i- /^t-, V tt !).,^ J..1" p"., f I Srate s ,r/ L*#_l Stormwater SubSurface Filtration/lnfiltratlon Facility Sizing Spreadsheet 24 Hour Storm, NRCS Type 1A Rainfall Distribution Version 2.1 lnstructions: 1. Complete this form for each drainage calchment an the project site that is to be sazed per the Presumplive Approach 2. Provide a distinctive Catchment lD for each facility coordinated with the site basin map to correlate the appropriate calculations with the facility. 3. The maximum drainage catchment to be modeled per the Presumptive Approach is '1 acre (43,560 SF) For infiltration facilities in Class A or B soils where no infillration testing has been perfromed use an infilt.ation rate of 0.5 in/hr Maximum design Bruce Weichert Homes 2084 gTH St Sprinofield. OR 97477 Anthonv J Favreau Bruce Weichert Homes Date: z392q1g Permit Number: 18-001830 Project Name: Project Address: Designer: Company: Choose 'Yes" from the dropdown boxes below next to the design standards requirements for this facility No Yes 'Soakage trenches draining commerical parking lots rcquire preirealmeni lo me€l polluilon reduction requirements 'An inli[ralion lacility musl be chosen as tho facility lype lo meet destinaiaon r€quiremenls Pollution Reduction (PR) Flow Control (Fc) Destination (DT) sqfl Sfl 5832 15 a482 41 2650 98 I mn sqft Time of Concentration Post Development= lmpervious Area CN= Total Square Footage lmpervious rotar square Footase ;L?'i'J:,t$,i= Total Square Footage Pervious Area= Pervious Area CN= Time of concentration Pre-Oevelopment=Pre-Development CN=min Tested Soil lnfiltration Rate= Design Soil lnfiltration Rate= '10 in/hr (see Nore,{) in/hr Destination Design= Soil lnfiltration Rate 5 in/hr uirement Rainfall n Storm Pollution Reduction Flow Control 3.6 inches Flood Conlrol Deslination 3.6 inches Flood Control 70 38 158.7 Trench Sand 12.4 17o/o 2.0 Drain Rock, Layer 1 72.4 35% 0.0 0.0 IIII Laver Properties Material 84.0 in 27.2 tnTotals= sqft fr d 8/8/2018-1'1:10 AM Depth (in) Voids Facility Type= Surface Width= Surface Length= Facility Surface Area= Facility Surface Perimeter= Basin Volume= Layer 1 Layet 2 Layer 3 Layer 4 Effective Facility Percent Storage Depth EffinilEEtrl;[tl No 85 I io Soil Data I 10 Desion Storms Used For Calculations 1 0.000 0 00 0.2 N\A 0.000 0 cfs cfs cl Facility Sizing Meets Pollution Reduction Standards? Peak Flow Rate to Stormwater Facility ; Total Runoff Volume to Stormwate Facility Total Overflow Volume= Peak Facility Overflow cf in hours Meets Requirement ot No Facility Flooding? Meets Requirement for Maximum of '18 Hour Drawdown Time? Max. Eff. Depth of Stormwater in Facility= Drawdown Time= 0.000 N\A Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow? Meets Requirement for Maximum of '18 Hour Drawdown Time? 0.002 23 0.0 0.2 cfs cf cfs cf cfs cf cfs Peak Facility Overflow Rate= Facility Sizing Meets Flow Control Standards? Peak Flow Rate to Stormwater Facility = Facility = Total Runoff Volume to Max. Eff. Depth of Stormwater in Facility= Drawdown Time= Total Overflow Volume= Peak Off-Site Flow Rate Filtration Facility Underdrain=in hours Peak FIow Rate = Total RunoffVolume = 0.000 023 0.0 0.2 E EE cfs cfs cf Facility Sizing Meets Destination Standards? Peak Flow Rate to Stormwater Facility = Total Runoff Volume to Storm Peak Facility Overflow Rate= Total Overflow Volume=cf in hours Meets Requirement of No Facility Flooding? Meets Requirement for Maximum of 30 hour Drawdown Time? Facility = Max, Eff. Depth of stormwater in Facility= Drawdown Time= 28/8/2018-11:10 AM Pollution Reduction-Calculalion Results N\A N\A Flow Control-Calculation Results o !-ro1 I i487 rt I N\A Destination-calculatron Results 0.002 SOAKAGE TRENCH DESIGN FOR PARCEL 1 HAYDEN BRIDGE 1ST ADDITION 6,, DIA, OPIN I-iN SH GRADT GRATE CLTANOU T o o- -=O ttNGTH 14' W DTH 5 ORENCO CATCH BAS N MODEL SCB1236_t SOAKAGE TRENCH DETAIL NO SCALT SOAKAGE 1, SOAK TRENCH NOTES: AGE TRENCH = 14'X 5,X 6,OR EQUIVALENT SQUARE FOOTAGE, t IMPIRVIOUS ARIA DRAINED = 2,640 SQUARE FEET. THE C]IY OF EUGENI STORMWATTR MANAGEMENT MANUAL FOR ADDIIIONAL 2, TOTA 3, SEE INFORMATION, LINQ TYPARJ20I; TNS4. FILTER FABRIC MUST Bt ONE 0F THE FOLLOWING TYPES/BRANDS: LINQ l25EX; E040; TNS R0J5; TNS R040; TNS R042; AM0C0 45J5; MARAFI 140N1. 5. DRANAGE ROCK SHALL BE A MINIVIUM 21/2" IO 1 1/2,' DRA]N ROCK. 6. THE PIPI WITHIN THE TRTNCH SHATL E THER Bt PCU 02129 OR HDPE LTACH FITLD PIPt. 7. THE TRENCH BOTTOM ]S TO BE INSTALLED TEVEL lN ALL DRECTIONS AND A /IN]I'/U/ OF J, INTO NATIVE BAR RUN, THE SOAKAGE TRENCH MAY BT CONSTRUCTED TO A [/NIMUM O[ 8 FITT FRO[/ THE STRUCIURE, PROVIDID A POND LINTR IS ]NSTALLID ON THT SIDES OF THE SOAKAGE TRENCH FROM THE TOP OF THE SOAKAGE IRTNCH TO IHE BOITOM OF THI SOAKAGI TRENCH FOR ALt SDIS WITHIN ]O FIET OI IHT SIRUCTURE, ]0, GROUND WATER WAS NOT ENCOUNTERED AT l1,BELOW EXISTNG GROUND LINE, .G 1 ON J1 I LKNVE.LSO AH C 6" SOLID P PE 6" PERTORATED PIPE DRAN ROCK WRAPPID IN FLTER TABRIC EXPTRES DEC. 31 , 2019 SOAKAGE TBENCH CALCULATIONS FOR Parcel 1, Hayden Bridge 1st Addition DRAINAGE AREA = AVERAGE RUNOFF COEFFICIENT (C) = LENGTH OF DRYWELL = WIDTH OF DRYWELL = DEPTH OF DRYWELL = VOID RATIO OF DRYWELL = AVERAGE PERMEABILITY OF SOIL = SURFACE AREA OF BOTTOM = SURFACE AREA OF SIDES = 2,O 1.00 14 5 6 30/" 't0.00 70 224 SO, FT, =0,061 ACRES 7,27 GALLONS PER MINUTE FEET F EET FEET INCHES/HR SQ. FT, SO. FT. OUTFLOW CAPACITY OF DRYWELL = MAXIMUM STORAGE CAPACITY OF DRYWELL = DRYWELL VOLUME = 15,6 CUBIC YARDS 58.3 CU. FT./HR = I26 CU. FT. OF WATER DURATION OF STORIV IN MINUTES DURATTON OF STORM IN HOURS 5 YEAR RECURRENCE RAINFALL INTENSITY IN/HR TOTAL RAINFALL DURING STORM INCHES TOTAL STORM EVENT RUNOFF CU, FT, OUTFLOW FROM DRYWELL CU, FT, STORAGE REOUIRED CU, FT. DBYWELL SIZING 5 10 15 20 30 60 120 180 240 360 480 600 720 900 1.080 1 ,260 1,440 0.08 0.17 0.25 0.33 0.50 1.00 2.00 3.00 4.00 6.00 8.00 10.00 12.00 15.00 18.00 21.00 24.00 2.50 1 .95 1.42 1 .24 1.00 0.64 0.48 0.42 0.38 0.35 0.33 0.28 0.24 0.19 0.18 0.17 0.15 0.21 0.33 0.36 0.41 0.50 0.& 0.96 1.26 1.52 2.10 2.64 2.80 2.85 3.24 3.60 46 72 7A 91 110 141 211 277 334 462 581 616 634 713 785 792 5 10 15 19 29 58 117 175 350 467 583 700 875 1,050 1,225 1,400 41 62 64 71 81 82 95 102 101 1.t2 114 EMPTY EI\.4PTY EMPTY EMPTY EMPTY OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK G 1No r ?2Lt'1 .= Wfr4*** EXP RES DEC, 3I, 20I9 OREGON DRAINACE FXTURE UNIT F'TI CALCULATION TABLE NIJMBER OF N'EW FXTURTS x UNlt EQUIVALENT = DRAINAGE FXT[IRE IJNTIS (NOTE: FOR REMODELS, CALCULATE ONLY Tl{E NET ADDITIONAL FXTURES) r\'.O. OF flXl-tlRES UNtI NEW OLD E UIVALENT IS LAND EI,CIBI-E FOR ANNEXATION CRIDIT? (Enter I fbr Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter I tbr Yes, 2 for No) BASE YEAR CRIrI)l I IOll I.AND (lF APPLTCABLE) DRAINAGE FIXTURE I-INITSFIXTURE TYPE MISCDLLANDOUS DIT[J I'YPL] TOTAL DRAINAGE FIXTT]RE UNTTS *EDU ui!alenl Dwclli llnx NUMBER OF EDU'S 20 0 dwcllin unit (20 DFU'S) s€l al 167 MWMC CREDIT CALCULATION TABLtr: BASED ON COUNTY ASSESSED VALUE 29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 s2.25 $1.80 1979 VALUE / IOOO $6.57 CREDIT RATE $5.29\ CREDIT FOR IMPROVEMENT OF AFTER ANNEXATION) VALUE / I OOO CRXDIT RA'IE $0.00 x $5.29 TOTAL JIIW]\TC CREDIT$1.59 $1.45 $1.25 $1.09 $0.92 $o.72 $0.48 $0.28 $0.09 $0.05 BATHTUB 3 0 DRINKING I:OUNI'AIN 0 1 0 FI-OOR DI{AIN 0 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 0 IN'IERCDPTORS FOR SAND / AUTO WASH / ETC.0 0 LAUNDRY TUB 0 CT,O I I IF]SWASI II]R / MoI) SINK I 0 3 3 clol lrtisw^srIl]R - r or{ MoRE (r.rA)0 MOBILE HOME PARK TRAP (I PER TRAILER)0 RECEPTOR F'OR REFRIG / WATER STATION / ETC 0 RECEPTOR FOR COM. SINK / DISHWASMR / ETC.3 3 SHOWER. SINCLE STALL 4 SHOWER, GANC (NUMBER OF HEADS)0 2 0 SINK: COMMERCIAL/RESIDENTIAI KITCIIEN 3 SINK: COMMERCIAL BAR 0 0 2 0 0SINK: WASH BASIN/DOUBLE LAVATORY 0 2 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3 0URINAL, STALI- / WALL TOILET. PUBLIC lNSTALLATION 0 TOILET. PRIVATE INSTAILATION 2 3 6 22 YDAR ANNEXED CREDIT RATE/$ I,OOO ASSESSED VALUE BLFORE I979 t979 t980 l98l l98l l9El 198.1 $3.1.711985 t9s6 1987 1988 0 1990 t99l 4.73l99l t99:l 1996 1997 1998 1999 101)0 2001 1995 m lolol2l= 01016l ffi ffi M ffi tututct= W O I 3 I= Io I o I 6 I=3l= 0 1 T O IO 110 I I JOURNAI OR JOB NUMBER NAME OR COMPANYI LOCATION: T,{X LOT NUMBER: DEVEI-OPMENT TYPE: NEW DWELLING IJMTS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l8 00 r810 Bruce Wicchert Cuslom IIomes 2081 9Th St 1701261201009 Sin ] STORM DRAINAGE DIRECT RTNOFF TO CITY STORM SYSTEM A RFIMI]I JRSI.I!1F]NT COST IMPER\']OUS S F 3566.28 B.IMPROVEI\IENT COST COST PER S F s0 29,1 COST PER S,T s0 .12.1 COST PERDfU $165 51 COSTPER DfU s8r 51 NLMBER OF UNITS I NLMBER OF LN1TS I COST PER FEU slll.89 COST PER FEU s1,59711 COST PER FEU ADM, FEE RATE 5% AREA DR-AINING TO DRYWELL 3566.28 CIf,A.RGE $524 24 CHARGE $7s6.05 NFW TRIP FACTOR 100 NEW TRIP FACTOR 1.00 ITI]NT I TOTAL . STOR]II DR{tIiAGIi SDC 2, SAN]TARY SEWER . CITY A, REIMBURSEMENT COST: 9.57 B. IN'IPROVEMENT COST ADT TRIP RATE 951 NUMBER OF FELIS 1 B. IMPRO\EMENT COS'I' NUMBER OF FEU'S 1 C COMPLIANCE COST: NUMBER OF FEU'S 1 MWMC CREDIT ]F A"PLICABLE (SEE REVERSE) I\,{\VMC ADMINI STRATI\E FEE 3566.28 s1,280.29 s5,{15.76 COST PER TRIP 19.28 COST PER TRIP $166 4r s3,691.05 sI,727.12 s12.13,1.52 CII,A.RGE s606.71 NUMBER OF DIIU'S 22 B.IMPROVEMENT COST 22 ITf,III2 TOTAL - CITY SA)TIARY SE\\ER SDC 3, TRANSPORTATION A, REIMBURSEMENT COST 4 SANIIARY SEWER ]!,lWMC A REIMBTJRSEMENT COST: IT'f i\I.1I'OI'AL. ]I\\'1I(] SA\IT.\RY SE\\ ER SDC sLBr'olAL (ADD lTltns 1,2,3, &,1) 5, ADMINISTRATNE IEE: SUBTOTAL s12,13,1.52 TOTAL STORM ADMIMSTRATION FEE TOTAL SEWER ADMIN]STRATION FEE: TOTAL TRANSPORTATION ADMINISTRATION FEE TOTAI MWMC ADMINISTRATION EEE . LOCAL 3 s3,6{1.88 s1,793.88 $184.5r sl,s97..tl s22.82 (s31.73) s10.00 s6.l.0r s18,t.55 SE6.J7 S12,7.11.25 1070 1091 1092 1093 1091 1051 1055 105,1 1056 1079 1077 1078 2 t@@J PREPARED BY Sleren Pelersen DATE 8/912014 TOTAI, SDC CTIARGES f---ffiffifr6m-s-F -lr-.-_r- NUMBER OF DFLrs ADT TRIP RATE ITEM 3 TOTAL - TRA.NSPORTATTO\ SDC Ir IIBUTLDTNG srzE (sF): ll 2200 ll Lor szE (sl) MAX,+5"0 $756.05 lffis1- | $r3r.8e s22.82