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Home My WebLink AboutPermit Building 2020-01-24OREGON Web Address: www.springfield-or.9ov Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 81 1-19-OO2875-DWL IVR Number: 8LLO6L497269 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54t-726-3753 Email Address: permitcenter@springfield-or.gov PRINGFIELD 06 Permit Issued: January 24,2020 Category of Construction: Single Family Dwelling Calculated Job Value: $98,747.84 Description of Work: New ADU Type of Work: New Worksite Address 230 23RD ST Springfield, OR 97477 240 23RD ST Springfield, OR 97477 Parcel 1703361405300 Owner: Address: Owner: Address: CUMMINGS GREGORY A 1832 S 615T ST SPRINGFIELD , OR 97478 CUMMINGS GREGORY A 1832 S 61ST ST SPRINGFIELD , OR 97478 Business Name OWNER - Primary License ccB License Number 000000 Phone Permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days 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 specified herein 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 regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (5O3) 232-t947, All persons or entities performing work under this permit are required to be lic€nsed unless exempted by ORs 7O1.O1O (Structural/Mechanical), ORS 479.54O (Electrical), and ORS 693.O10-O2O (ptumbing). Printed oil Ll24/2o Page 1 of 4 cr\myReports/reports//production/01 STANDARD Permit Number: 811-19-002875-DWL Inspestion 2999 Final Mechanical 3999 Final Plumbing 4999 Final Electrical 1530 Exterior Shearwall 1260 Framing 2300 Rough Mechanical 3 170 Underfloor Plumbing 4500 Rough Electrical LO2O ZoninglSetbacks 1110 Footing 1120 Foundation 1160 UFER Ground 1220 Underfloor Framing/Post and Beam 14 10 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1999 Final Building 2200 Underfloor Mechanical 3130 Footing/Foundation Drains 3200 Sanitary Sewer 3300 Water Service 3400 Storm Sewer 3500 Rough Plumbing 3620 Backflow Device 3550 Shower Pan 4000 Temporary Power Service 4220 Electrical Service Inspection Group 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 4 Inspection Status 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 Pdnted oni 7l24l2o 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 Call or text the word "schedule" to 1-888-299-2821 use IVR number: 8LLO6L497269 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Page 2 ol 4 C : \myReports/reports//production,/01 STAN DARD Permit Number: 811-19-O0287S-DWL Page 3 of 4 Fee Description Residential wiring Technology Fee Range hood/other kitchen equipment Suspended heater, recessed wall heater, or floor mounted unit heater Ventilation fan connected to single duct Water heater Plan Review - Minor, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Improvement Cost - Local Wastewater SDC: Total MWMC Administration Fee - Local SDC: Total Transportation Administration Fee SDC: Total Sewer Administration Fee SDC: Total Storm Administration Fee SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Reimbursement Cost - Storm Drainage SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater SDC: Reimbursement - Transportation SDC SDC: Improvement - Transportation SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee Willamalane fees - Accessory Dwelling Unit, per unit State of Oregon Surcharge - Elec (t2o/o of applicable fees) State of Oregon Surcharge - Mech (l2o/o of applicable fees) State of Oregon Surcharge - Bldg Q2o/o of applicable fees) State of Oregon Surcharge - Plumb (!2o/o of applicable fees) Quantity 1 4 2 1 1 1 1 1259.85 89.48 190.09 190.87 38.04 10 22.82 1620.85 310.33 450.55 2557.5 190.06 36tL.72 135.93 800 Total Fees: Fee Amount $ 186.00 $123.50 $19.00 $92.00 $26.00 $19.00 $141.00 $333.00 $s4.00 $1,259.85 $89.48 $190.09 $190.87 $38.04 $10.00 922.82 $1,620.85 $310.33 $450.ss $2,557.50 $190.06 $3,6t1.72 $13s.93 $48.00 $969.7s $630.34 $2,101.50 $22.32 $18,72 $ 116.37 $39.96 $ 15,618.55 800 1 Pnnted oil U24/2O Page 3 of 4 C : \myReports/repofts/ / Drodudionl 07 STANDARD Permit Number: 811-19-O02875-DWL Construction Type OccuPancy TYPe VB R-3 1&2family VB U Utility, misc. - half rate Printed on: 7124/20 Unit Amount 800.00 32.00 Page 4 ol 4 Total Job Value:$98,747.84 C : \myReports/reports//production/o 1 STAN DARD Unit Sq Ft Sq Ft Unit Cost $122.46 $24.37 Page 4 of 4 Job Value $97,968.00 $779.84 SPRINGTITLD $ OREGOIi www.springfi eld-or.gov Worksite address: 230 23RD ST, Springfield, OR 97477 Parcel: 1703361405300 Transaction Receipt 811-19-002875-DWL IVR Number: 81'1061497269 Receipt Number: 473634 Receipt Dale:1124120 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 perm itcenterG)springfield-or. gov Transaction Units date 1124120 1.00 Ea 1124t20 800.00 SqFt 1t24t20 1.00 Qty 1t24t20 4.00 Ea 1t24t20 1.00 Ea 1t24120 1.00 Ea 1t24t20 2.00 Ea 1124t20 'l .00 Ea 1124t20 1.00 Ea 1t24t20 1.00 Ea 1t24t20 1t24120 1t24t20 1t24t20 1.00 Ea 1.00 Ea 1.00 Ea 1.00 Automatic Technology Fee Description Skuctural building permit fee Residential wiring Suspended heater, recessed wall heater, or floor mounted unit heater Ventilation fan connected to single duct State of Oregon Surcharge - Elec {12o/o ol applicable fees) State of Oregon Surcharge - Mech (12o/o ot appliccble fees) State of Oregon Surcharge - Plumb (12olo of appllcable fees) State of Oregon Surcharge - Bldg (12% ol applicable fees) Plan Review - Minor, City Address assignment - each new or change requested externally, per each Fees Paid Account code 224-0040042s602-1030 224-00000426102-1033 224-00000-425604- 1 03 1 224-00000425604-1031 821 -00000-21 5004-0000 821 -00000-21 5004-0000 821-00000-21 5004-0000 821-00000-21 5004-0000 1 0G00000-425002- 1 039 224-00000-425602-0000 204-00000425605-0000 Single Family Residence - Baths 224-00000425603-1034 Fee amo.unt $969.75 $186.00 $333.00 $92.00 $19.00 $19.00 $26.00 $22.32 $18.72 $39.96 $116.37 $141 .00 $54.00 Paid amount $969.75 $186.00 $333.00 $92.00 $19.00 $19.00 $26.00 $22.32 $18.72 $39.96 $116.37 $141.00 $54.00 $123.50 Water heater 224-00000425604-1031 Rangehood/otherkitchenequipmenl 22+00000425604-1031 Pilnted: 1/24120 2:50 pm Page 1 of 2 $123.50 !. "rtt .. FIN_TransactionReceipLpr Transaction Receipt 8l I -19-002875-DWL Receipt number: 473534 Transaction Units date 1124120 1.00 Qty 1t24t20 800.00 SqFt Description Willamalane fees - Accessory Dwelling Unit, per unit Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Fees Paid Account code 821 -00000-21 5023-0000 1 00-00000424005-1 091 Fes amount $2,1 01 .50 $48.00 Paid amount $2,101.50 $48.00 Payment Method:Credit card authorization: 000046 Payer: Gregory Cummings Payment Amount;$4,310.12 Cashier: Thayne Smith Receipt Total:$4,310.'12 Pnnled.1124120 2:50 pm Page 2 ol 2 FIN_TransactionReceiptjr Ctry on SpRTNcFIELD, oREGoN Structural Permit Application ffi225 F ifth Street o Sprinsfi eld, OR 97 47 7 . PH(54 I )7 26 -37 5 3 i FAX(54 I )726-3689 This permit is issued under OAR 91 8460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land-use approval. Signature:Date: This project has DEQ approval Signature:Date: Zoning approval verified: ! Yes E No Property is within flood plain: ! Yes E No CATEGORY OF CONSTRUCTION Resrdential I Govemment Commercial JOB SITE INFORMATION AND LOCATION Job site r citv: (o n, ^ *{ r e d State l zw:$fi1 Subdivision:Lot no. Reference:Taxlot: 06 7OO PROPERry OWNER Name: [,pgq(s1ra- L. ,rrr^, r.r, ( Address: State: (2f,zrcXWf/ Phone:Fax: E-mail:o( Building Owner or Owner's agent authorizing this app Sign here Emis instatlal"tffi U7irrg made on residential or farm property owned by me or a member of my inmediate family, and is cxempt from licensing requiremenls under ORS 701.0J0. CONTRACTOR INSTALLATION Business narne: Address: State:ZIP: Phone: -,^,.1 d,Fax: E-mail CCB license no.: Print name: Signature: FEE SCHEDULE l. Valuation information (a) Job description Occupancy Construction type: Squarefeet: {0Q Cost per square foot: Other information: rypeof Heat: Ela.r_tri, U^l\ h.^\af( Energy Path: [) 2- E new lalteration n addition (b) Foundation-only permit? fl Yer Eltlo Total valuation:fra,vlx 2. Building fees (a) Permit fee (use valuation table):$ (b) Investigative fee (equal to [2a]):$ (c) Reinspection ($ per hour): (number ofhours x fee per hour)$ (d) Enter 1 2oZ surcharge (.12 x l2a+2b+2cl):$ (e) Subtotal offees above (2a through 2d):$ 3. Plan review fees (a) Plan review (65% x permit fee [2a])$L30.3+ (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal offees above (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, 1%o (.01 x permit fee [2a]):$ (b) Tech fee, 5o/o (.05 x permit fee[2a]+PR fee [3c])$ I'OTAL fees and surcharges (2e+3c+4a+b)$ og 4,vu F ct* Busc. - at-s Uh ?* Vl*'-:> ^ Dz ,4U c\' ( ?- diuo I t 1 eU @ -6'**k; DEPARTMENT USE ONLY permitno.:g-Dn ?5-\ Date: \1 \o tq SUB-CONTRACTOR INFORMATION Name CCB License #Phone Electricel Prern,.. L\rct.,C LoI ]lfi )4t Plumbine D l{irl PIarn[,n^- 14lqo{*47 Mechanical Oe{aQ-(- Last edited 5-5-2019 BJones k ("15H- 5 (r k,'r..r ar.A t\ SPRINGFIELD OREGON www.springfield-or.gov Worksite address: 230 23RD ST, Springfield , OR 97477 Parcel: 1 703361405300 Transaction Receipt 8{1-19-00287s-DWL IVR Number: 8l 1061497269 Receipt Number: 473614 Receipt Date:1123120 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@springfield-or.gov Transaction Units date 1123120 135.93 Amount 1t23t20 'U23t20 22.82 Amount 1t23t20 10.00 Amount 1t23t20 89.48 Amount Description SDC: Reimbursement Cost - MWMC Regional Wastewater SDC 1,620.85 Amoun SDC: lmprovement Cost - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total MWMC Administration Fee - Local 433-00000-448024-88't 0 433-00000-448025-881 0 433-00000-426607-88 1 0 61 1-00000-426604-8800 7 I 9-00000-426604-8800 Fees Paid Account code Fee amount $135.93 $1,620.85 $22.82 $10.00 $89.48 Paid amount $135.93 $1,620.85 $22.82 $10.00 $89.48 Payment Method: lnternal transfer from: 61 2-07500-1 056-6501 5 2 Payer: MWMC Transaction Comment: MWMC fees paid for as approved by commission for ADU's Payment Amount:$1,879.08 Cashier: Katrina Anderson Receipt Total:$1,879.08 P.inted: 1123120 10:04 am Page 1 of 1 Fl N_Transaction Receipt_pr # SPRINGTIELD tb Transaction Receipt 811-19-00287s-DWL IVR Number: 81 1061497269 Receipt Number: 473613 Receipt Date:1123120 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@spri n gfi eld-or. govOREGON www.springfield-or. gov Worksite address: 230 23RD ST, Springfield, OR97477 Parcel: 1 703361405300 Transaction Units date 1123120 310.33 Amount 1t23t20 1t23t20 1t23t20 1t23t20 1t23t20 1t23t20 1t23t20 1t23t20 Description SDC: Reimbursement Cost - Storm Drainage 450.55 Amqunt SDC: lmprovement Cost - Storm Drainage 2,557.50 Amoun SDC: Reimbursement Cost - Local Wastewater 't,259.85 Amoun SDC: lmprovement Cost - Local Wastewater 190.06 Amount SDC: Reimbursement - Transportation SDC 3,611.72 Amoun SDC: lmprovement - Transportation SDC SDC: Total Transportation Administration Fee 38.04 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 190.87Amount SDC:TotalSewerAdministrationFee 719-00000-426604-8800 190.09 Amount Fees Paid Account code Fee amount $310.33 $450.55 $2,557.50 $1,259.85 $190.06 $3,611.72 $38.04 $190.87 $190.09 Paid amount $310.33 $450.55 $2,557.s0 $1,259.85 $190.06 $3,611.72 $38.04 $190.87 $190.09 61 7-00000-448029-8800 61 7-00000-448028-8800 61 1 -00000-448024-8800 61 1 -00000-448025-8800 434-00000-448026-8800 434-00000-44802 7-8800 71 9-00000-426604-8800 Payment Method: Fee Waiver Payer: City of Springfield Transaction Comment: Fee waiver per city council action on SDC's for ADU's Fee Waived Amount:$8,799.01 Cashier: Katrina Anderson Receipt Total:$8,799.01 Ptinled: 1123120 10:00 am Page 1 of 'l Fl N_Tra nsactionReceipt_pr Property Owner Statement Regarding Construction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Conitruction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 l2ll This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.0'l0 (7), need not submit this statement. This statement will be fited with the permit. Please check the aPProPriate box: I own, reside in, or will reside in the completed structure and my general contractor is. Name CCB#Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or will be performing work on property I own, a residence that I reside in, or a residence that lwill reside in. lf I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. lf I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the lnformation Notice to Homeowners About Construction Responsibilities, and I hereby certify that the information on this homeowner statement is true and accurate. Print Name ermit Applicant Applicant it Date ^L*J lssued by t_ 'oF- Date S-Permit #: Address. This Copy for Permit Offices LrftA.rgf ,^ L,,. * tn ,n ., ( I lnformation Notice to Owners About Construction ResPonsi bi I ities (oRS 701.325 (3)) CONSTRUCTION CONTRACTORS BOARD PO Box 14140. Salem, OR 97309-5052 Telephone: 503-378-4621 - Fax: 503-373-2007 Website Address: www. oregon. oov/ccb C a a Homeowners acting as their own general contractors to construct a new home or make a substantial improvement to in existing structure, can prevent many problems by biing aware of the following responsibilities: Homeowners who use labor provided by workers not licensed by the Construction Contractors Board, may be considered an employer, and the workers who provide the labor may be considered employees. As an employer, you must comply with the following: Oregon,s Withholding Tax Law: Employers must withhold income taxes from employee wages at th-e time employ"""lr" paid. You will be liable for the tax payments even if you don't actually withhold the tax fiom your employees. For more information, call the Department of Revenue at 503-378-4988. Unemployment lnsurance Tax: Employers are required to pay a tax for unemployment insurance purposes bn the wages of all employees. For more information, call the Oregon Employment Department at 503-947 -1 488. Oregon,s Business ldentification Number (BtN): is a combined number for both Oregon Withiolding and Unemployment lnsurance Tax. To file for a BlN, go online to the oregon Business Registry. For questions, call 503-945-8091. workers compensation lnsurance: Employers are subject to the oregon Workers Compensation Law, and must obtain Workers Compensation lnsurance for their employees. lf you fail to obtain Workers Compensation lnsurance, you could be subject to penalties and be liable for all claim costs if one of your workers is injured on the job. For more information, call the Workers Compensation Division it tn" Department of Consumer and Business Services at 800452-0288. Tax Withholding: Employers must withhold social security Tax and Federal lncome Tax from emptoyee *"g".i. you'may be liable for the tax payment, even if you didn't actually withhold the tax. For a Federal EIN number, go online to www.irs.gov' a o a Other Responsibilities of HomeowRers: code Compliance: As the permit holder for a construction project, the homeowner is responsible for notifying building officials at the appropriate times, so that the required inspections can be performedlHomeowners are also responsible for resolving any failure to meet code requirements that may be found through inspections. propefi Damage and Liability lnsurance: Homeowners acting as their own contractors should contact their insurance agent to ensure adequate insurance coverage for accidents and omissions, ,u"h ". falling tools, paint overspray, water drrrg" from pipe punctures, fire, or work that must be redone. Liabiiity lnsuiance must be sufficient to cover injuries to persons on the job site who are not otherwise covered as employees by Workers Compensation lnsurance' Expertise: Homeowners should make sure they have the skills to act as their own general contractor, and the expertise required to coordinate the work of both rough-in and finish trades' e a e f ,F,^^^* ! ^,.,nar :r{nntcd A- 7() 1 6 This Copy for Permit Electrical Permit A cation gPEIH(:FIELD 22s Flf$ Streett Spriaglield, Oll 97 477 t DH(s4l)726-3753 rFAx(s4rfl 26-368, Thls permit is is^sued under OAR 918-309-0000. Permits are nontransferable. Permits expire lf work ir not started withln 180 days of issuance or lf work is suspended for 180 ilays. Zoning approval verified? E yo E Nor' ;: i; " CATEGORY,,OF,GONSTRUGTION flResidential E Government I Cnmmetcial Job site address: 4A Z5 tsP .3-r City;$p'g,g.1ap1s1p Statc: C)E N:"i14'7', Refcrence: I'J -1J3*36 * 14 Taxlot.:r\si=1-'4 :r r,:.:. ,,pROpER Y,:OWNER'':''':'::: Name:rArrp e Z-Cte._< d.r r r-r*-r ! !./_ q Addresr: \2!p1,2 S d,\.tI Srr City::Sre,trl =a\?r ,h,State:6q1 ZIP:a174-r1 Phonprl414r1gz. .. Gf-#Fax: E-mail: ::] : 1, CONTRACTOR INSTALLATION i : 1 : ; ;"' Businessname: PremierElectricalServices Address: PO Box 42246 City: Eugene State: Of ztP:974O4 Phons -5415564898 Fax: Bmail: CCB licenseuo.: 207728 BCD licenseno.: C1149 Signing supervisor's license no.: 6032S Print narne of sigrung supervisor: Nrlason P lr/enge Signahrre of signing supemis6*t-r/ aa-d> r-14,Q-/ ' 'DEPARTMENT USE ONLY ,' Permitno.; 19-ffi15*t Date: O\ /z-z/'rc CITY OIr' SI'RINGI.I ELI), ORIIGON Number of inspections per item ( ) , Residential, per unit, service lncluded: 1,000 sq. IL or less (4)1 $r86.00 $ Each additional 500 sq. ft. or portion thereof $36.00 $ $Limited encrgy (2)$44.00 Each rr,anufacfured home or modular dwelling service or feeder (2)$E9.00 $ Servlces or feedersr installation, alteraliou, relocation 200 amps or less (2)1 $I2.00 $ 201to400amp(2)$131.00 $ 401 to 600 amps (2)s221.00 $ 601 to 1,000 amps (2)$285.00 $ Over 1,000 amps or volts (2)s654.00 $ Reconnect only (2)$89.00 $ Temporary services or feederct fustallation, alteration, relocatian f1[ nmfs or less (2)$89.00 $ 201 to 400 anps (2)$r22.00 $ 401 to 600 amps (2)$177.00 $ Over'600 amps or 1,000 volts, gec services or fcedcrs s€ction abovc Brench clrcults: nau, alterution, xtension per panel a. Fec for branch circuits with purchasc ofa scrvice or fceder fee: Each branch circuit 3 $8.00 $ b, Fee for branch circuite without purchase ofa service or feeder fce: First branch circuit (2)$89.00 $ Each additioral brancb circuit $E.00 $ Mlscellaneous few: sewice orfeeder ilot irrcluded Each pump or irrigation circle (2)s8r.00 $ Each sign or outtine lighting (2)$8r.oo $ Signal circuit ol a limited-energy panel, alteration, or extension (2)$E9.00 $ Each addltional inrpection: (l)$ro2.oo $ (A) Enter subtotal of abovc fees (Minimum Permtt Eee $102.00)$ (B) Entcr 12% surchargc (.12 x [A])$ (C) 1'echnology Fee (5% of [A])$ TOTAL fecs and surchargcs (A through D);i lr6t cdited 7 I I t2019 Bl onu \r./rfare l+r.+lEa Rl-r1-l r t\YL This installation cxchange, Qty.' Cost' 3A, Total 'cost USE CITY OF SPRINGFIELD, OREGON SPFIllGFIELE' 225 FIFTH STREET . SPRINGFIELD, OR97477 o PH:(541)726-3753 o FAX: (541)726-3689 ADDRESS REQUEST Property Owner:r 5 Mailing Address: l S \'t 5ot^1\ Ll 5+ 5t City:State:OR zip,ALal.$ Person or Agenry requesting address if other than owner: Phone number where you can be contacted between l:00pm and 5:00pm: Assessor Map #: [ 7-Ot- qf . - l4- -O5 3pq rax Lot #:Gqq Properties are generally assigned addresses when application is made for a permit to improve the property. Please explain specifically why you need an address assigned prior to the property being improved: 8 uS,,lence l.eh,r.,l ]$O j3rJ5"t Y c\+L / ,|i :t c Proposed Address: -z Property Owners Signature: <u@Fee: J \-Receipt #: Reference Number: Approved Date:lq ived By: Amount Paid: Tax Lot #: Denied lf approved, new Rwiewed By: )3o 2b (G) address is: Shared Date: x Request I l-02.doc Sorinr^f,.tJ Er4l $bb vb 5 b Date Received: \ 2l 1 OFFICE UsE Vo \r JOI]RNAL OR JOB NUMBER: NAME ORCOMPANY: I-OCATION: TAX I,OTNUMBER: DEVEI,OPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA DIRECT RUNOFF TO CITY STORM SYSTEM CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET r9-002875-DWL CUMMINGS 240 23RD ST I 703361 405300 Residence A REIMBURSEMENT COSTl.ffiERVroffi II 1011 00 B. IMPROVENIENT COSTtffiffiffi I l o3l.oo ITEM I TOTAL - STORM DRAINAGE SDC 2. SANITARY SEWER. CITY A. REIMBI]RSEMENT COST: NUMBEROFDFUs l5 B. IMPROVEMENT COST: NUMBEROFDFU's 15 COST PER S.F. $0.30 1 COST PER S-F. s0.437 COST PER DFU s 170.50 COSTPERDzu $83.99 NUMBEROFUNITS I NUMBEROFUNITS I COST PER FEU $ 13s.93 COST PERFEU $ 1,620.85 COST PER FEU $22.82 ADM- FEE RATE 5% AREA DRAINING TO DRYWELL 0 $760.88 $3,8173s COST PER TRIP 19.86 COST PER TRIP $377.40 $1,7E9.60 $10,169.61 CIIARGE s508.49 CIIARGE $31 0.33 CHARGE $450.s5 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR L00 x x x ITEM 2 TOTAL - CITY SANITARY SEWER SDC 3. TRANSPORTATION A. REIMBURSEMENTCOST: ADTTRIPRATE 9.57 x x x x B. IMPROVEMENT COST: ADT TRIP RATE 9.57 xx xx ITEM 3 TOTAL. TRANSPORTATION SDC A. REIMBURSEMENTCOST: NUMBER OF FEU's 1 B. IMPRO\TEMENT COST: NUMBER OF FEU's 1 C. COMPLIANCE COST: NUMBEROFFEI,I"s I x x MWMC CREDIT IF APPUCABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL. MWMC SANITARY SEWER SDC SL]BTOTAL (ADD ITEMS 1,2,3, & 4\ SUBTOTAL $r0,t69.6r x TOTAL STORM ADMIMSTRATION FEE TOTAI SEWER ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMINISTRATION FEE: TOTALMWMC ADMINISTRATION FEE - I-OCAL 0 801.78 SIZE (SF):I MAX45% $31033 $190.06 s22.82 $3E.04 190.87 $89.48 $10,678.r0 1091 1092 1093 1094 1056 a!! O & ElFa I u,l d 079 077 078 PREPARED BY Steven Petersen DATE u3t2020 TOTAL SDC CHARGES DRAINAGE FIXTURE UNIT CALCULATION TABLE NTIMBER OFNEW FXTURES x UNIT EQUTVALENT: DRAINAGE FXTURE UMTS FOR CAI-CUI-A.TE ONLY TIIE NET ADDITIONAL NO. OF FIXTURES TINIT FIXTURE TYPE NEW OLD ALENT MISCELLANEOUS DFU T\?E NUMBEROF EDU'S TOTAL DRAINAGE FIXTURE UNITS lsa toa unit set at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE 20 FIXTURE UNITS 0 2 *EDU $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 IS LAND ELGIBLE FORANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE) 2 1979 VALUE / 1OOO $0.00 CREDITRATE $s.29x CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1OOO CREDIT RATE $0.00 x $5.29 TOTAL MWMC CREDIT$1.59 $1.45 $1.25 $1.0e $0.e2 $0.72 $0.48 $0.28 $0.0e $0.05 0 3 0BATHTUB0 0 0 1 0DRINKING FOLINTAIN 0FLOORDRAIN003 0 0 3 0INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. INTERCEPTORS FOR SAND / AUTO WASH / ETC.0 0 o 0 0LAUNDRYTLIB002 1 0 3 3CLOTHESWASHER / MOP SINK CLOTHESWASHER - 3 OR MORE (EA)0 0 6 0 0 12 0MOBILE HOME PARK TRAP (1 PER TRAILER)0 0 0 1 0RECEPTORFOR REFRIG / WATER STATION / ETC. RECEPTOR FOR COM. SINK / DISHWASHER / ETC.1 0 3 3 1 0 2 2SHOWE& SINGLE STALL SHOWER GANG (NUMBER OF HEADS)0 0 2 0 3SNK: COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 0 0 2 0SINK: COMMERCIALBAR SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 0 1 1SINK: SINGLE LAVATORY/RESIDENTIAL BAR 1 0 0 0 5 0URINAL, STALLi WALL TOILET, PUBLIC INSTALLATION 0 0 6 0 0 3 3TOILET. PzuVATE INSTALLATION 1 15 YEAR ANNEXED ASSESSED VALUE BEFORE 1979 1979 1980 l98l 1982 1983 1984 1985 1986 1987 I 988 r989 0 1990 1991 1992 00 1993 1994 1995 1996 1997 1998 1999 2000 2001 anch I1.lTERING; Sirce 1977 January 24,2O2O Mr. Gregory Cummings Via email: fordmanalan@yahoo.com RE:Bunongc Peo SUScRADE EVALUATION 24O2S Srnrrr SPRtrtcFIELD, OnrcoNr BRANCH ENGINEMINC INC. PROJECT NO. 20.058 A Branch Engineering, Inc. (BEI) geotechnical engineer visited the above referenced site on January 23,2020 to assess the subgrade soil and shrink/swell potential for the construction of an accessory residential dwelling building pad. The flat building pad was excavated 12- to 18-inches below the adjacent surface into suitable subgrade consisting of brown, very moist, silty clay. Hand probing with a steel hand probe indicated a medium stiff consistency of the subgrade soil with 1- to 2-inches of rain softened soil at the surface. 1- to 2-inches of %"-0 aggregate covered the pad. A sample of the subgrade soil was collected and tested for Free Swell (IS 2720)potential with a result of 2O%, which is low. The building pad is suitable for a conventional perimeter-style foundation, and an allowable soil bearing capacity of 1,500 psf. The area below footings may require "mucking" of soft material prior to concrete placement. Permanent surface drainage shall be established to convey water to a suitable disposal area. Final perimeter Iandscape grades shall slope away from the foundation and surface water shall not be allowed to pond adjacent to the foundation. Branch Engineering Inc, Ron itally signed by Ronald J. Derrick 2020.01 .24 1 0:38:49 -08'00' EXPIRES: 72/3Llzavt Ronald J. Derrick, P.E., G.E. Principal Geotechnical Engineer ALBANY.CORVALLIS- SALEM EUCEN E_ SPRINCFI ELD civil. transportation structural. geotechnical SURVEYING 'oPrtJ[ #L6,t7o lll J c 5I J 310 5'h Street, Springfield Oregon I p: 541 .746.0617 | www.branchengineering.com rFMOrrrcJ, ACCESSORY DWELLING UNIT, TYPE I STAFF REPORT & DECISION Project Name: Cummings Accessory Dwelling Unit Nature of Application: Construction of an 800 square foot detached Accessory Dwelling Unit. The applicant has chosen to meet the Clear and Objective Standards under a Type I Accessory Dwelling Unit review. ;;;:X;ffJringrierd, oregon Assessors Map Numb er17-02-zl-r+ r-ot ssoo Current Site Conditions: The site is on the west side of 23d Street north of A Street. The parcel is approximately 7,405 square feet. The existing single family home is approximately 1,138 square feet. Zoningz Low Density Residential (LDR) Metro PIan Designation: LDR Zoning of Surrounding Properties: North, South, East and West - LDR, Application Submittal Date: May 22,2019 Decision Issued Date: June 24,2019 Recommendation: Approved, with Conditioru detailed on page 7 of this decision. APPLICANT/PROPERTY OWNER: Gregory Cummings f832 South 61't Street oR 97478 SITE: Accessory Dwelling Unit 81 1-19-0001 1q-TYP1 Proposed ADU LocationI" @ Page 1 of 6 DESCRIPTION OF PROPOSAL: Construction of an 800 square Accessory Dwelling Unit. The applicant has chosen to meet the Clear and Objective Standards for the building design allowed under a Type 1 review process. The building will be located to the rear of the lot behind the primary dwelling. Griteria of Approval: ln order to approve an accessory dwelling unit, the Director shall determine compliance with all applicable standards of SDC Section 5.5-125 as specified below: Development Standards: A. The accessory dwelling unit shall meet all applicable standards in this Code including, but not limited to; setbacks, height, lot/parcel coverage, solar access and building codes in effect at the time of construction. X Proposal complies when the following condition is met: B. The accessory dwelling unit shal! contain a kitchen, bathroom, living, and sleeping area that are completely independent from the primary dwelling. X Complies Accessory Dwelling Unit 811-19-000119-TYP1 application. Finding: Gondition 1: The applicant shatl coordinate with Springfield Utility Board Electric Division to ascertain the appropriate location for the placement of the electrical meter. The plot plan submitted with the building permit shall indicate the location of the meter for the ADU. Condition 2: The plot plan submitted with the building permit shall show the location of the water line and the separate water meter for the ADU. Please contact Bart McKee at SUB Water Division. Condition 3: The applicant shatl show how the sewer line is to connect with the proposed ADU and the existing lateral location to the primary home on the building permit plot plan' The ADU cannot be locaied over the existing sewer service to the primary structure. The proposed connection to the ADU must be fitted with a clean-out at the edge of the public sewer easement' Condition 4: The applicant shall provide provision to manage stormwater runoff onsite that minimizes impact to the surrounding lots and the public syslem. This shall be shbwn on the plot plan submitted with the building permit. bonAtion 5: The appticant shall obtain the required building, plumbing, electricaland driveway/sideway permits for the work proposed. locati,meter on.electricalthe orservicedoNSshow separatenotTheplaFinding: meter,watertheoflinewaterordoNSsnotthehowlocationbmittedsuseparateTheplaFinding: existinthetheforADorUotntheshowncosewernnection gahasproposedThepplicantFinding: theto ct home.connection prim ry AS of thisnotstormwaterhasproposalpartTheFindanymanagementprovidedapplicanting Page 2 of 6 C. The accessory dwelling unit shall not exceed 80O square feet or the square footage of the primary dwelling (exclusive of the garage for the primary dwelling), whichever is less. X Complies as shown D. The accessory dwelling unit shall have an outside entrance that is separate from the entrance to the primary dwelling. A hard surface walkway, a minimum of 3 feet wide, shall be required from the primary entrance of the accessory dwelling unit to the street or walkway seruing the primary dwelling. X Proposal complies when the following condition is met: Finding: The narrative describes a 5'wide walkway provided the way to the main entrance of the ADU. e area nu Condition 6: Show the required hard surface walkway on the building permit plot plan. E. Each dwelling shall have its own address. X Proposal complies when the following condition is met. Condition 7: The ADU shall be issued a separate address upon submittal of the application for building permit. F. There shall be one parking space 9 feet by 18 feet in size for the accessory dwelling unit, in addition to the parking spaces required by Section 4.6-100 for the primary dwelling. Off-street parking spaces may be paved or unpaved as described below. If unpaved, the parking space must be rocked and maintained with 3/+ minus compacted crushed rock. The parking space for the accessory dwelling may be provided either on-street or off-street as described below: If the primary dwelling has more off-street spaces than required, a surplus parking space may be counted as the required parking space for the accessory dwelling unit. An on-street parking space meets the requirement for parking for the accessory dwelling unit if one of the following conditions is met: a. There is paved on-street parking available directly abutting the propefi, the abutting street includes parking on both sides of the Accessory Dwelling Unit 81 1-19-0001 19-TYP1 1 2. Page 3 of 6 street, and there are no adopted plans to remove the on-street parking; or b. Under Type II procedure, the Director determines based on a parking utilization study, that on-street paved parking is consistently available directly abutting the subject propefi and the roadway is of sufficient width to allow passage of emergency vehicles An off-street parking space for the accessory dwelling unit accessed from a street must be paved, except as follows: a. There is a paved driveway at least 18 feet long measured from the propefi line that serves the parking space for the accessory dwelling unit; or b. The driveway abuts an unimproved grave! street, If an off-street parking spaoe for an accessory dwelling unit is accessed from an alley, the following provisions apply: a. If the alley providing access is paved, the off-street driveway and parking space must be paved for a minimum of 18 feet from the alley propefi line; or b, If the alley providing access is not paved, the following provisions apply: i. The off-street parking space is not required to be paved, but the propefi owner must pave the alley for a distance of 18 feet from one of the access points from the street unless both access points are paved for at least 18 feet in conformance with applicable paving standards; and ii. The propefi owner must improve the alley from one of the access points of the street by grading and adding rock to the alley from the edge of the required 18 feet of paving to the driveway in conformance with the applicable improlement standards. X Proposal complies when the following condition is met: Accessory Dwelling Unit 81 1-19-0001 1q-TYP1 3. 4. Finding: The driveway and garage provide the two parking spaces for the house and the additional parking space for the ADU. Finding: 23rd Street in this location is a fully improved street with curb, gutter and sidewalk. Finding: The existing driveway along 23'd Street does not meet current City of Springfield standards for Americans with Disabilities Act (ADA) compliance. Finding: The driveway from the property line back into the site is unpaVed. Finding: Section 4.2-120,Iable 4.2-2 states that driveways serving single family and duplex dwellings shall be paved for the first 18 feet (from the property line back) when abutting a curb and gutter street. Condition 8: The applicant shall provide a suitable driveway entrance for the existing primary home and ADU along the 23' Street frontage to current city and ADA standards. Advisory Note: City staff recommends using City of Springfield Standard Construction Spec 3- 20 forthe driveway entrance. Condition 9: The plot plan for the building permit submittal shall show the driveway to be for at least the first 18' back of the sidewalk. Page 4 of 6 G. Outdoor storage and garbage areas shall be screened from view from adjacent properties and those across the street or alley with a minimum 42-inch tall lOO- percent site obscuring fence or enclosure on at least 3 sides. X Proposal Complies when the following Condition is met: (7) Design Standards: An accessory dwelling unit within or attached to the main dwelling shall either match the primary dwelling or meet the alternative standards. A newly constructed detached accessory dwelling unit shall match the primary dwelling, meet clear and objective standards, or meet the alternative standards. Conversion of a structure permitted under Section 4.7-lOSAto an accessory dwelling unit is not required to meet the design standards and may be approved under a Type I procedurel however, exterior alterations such as those necessary to meet buitding codes shal! meet relevant design standards below (match primary dwelling or meet clear and objective standards). Finding: The applicant has chosen to the Clear and Objective Standards as listed in SDC 5.5-130 B. B. Meet Clear and Objective Standards. A detached accessory dwelling unit may be approved under Type I procedure if it meets the following design standards: Only non-reflective siding and roofing materials are allowed' Minimum roof pitch is 3 in 12, Eaves shall project from the accessory dwelling unit at least 1 foot on all elevations. The primary entry must have a covered or roofed entrance with a minimum depth and width of 3 feet. The accessory dwelling may not exceed the height of the primary dwelling' The exterior wall shall provide an offset every 25 feet by providing a recess or extension, a minimum depth of 2 feet and a minimum width of 5 feet for the full height of the wall. Accessory Dwelling Unit 81 1-19-0001 1g-TYP1 1. 2. 3. 4. 5. 6. X Complies as shown not show the location of the garbage area or how screening of area will be accomplished. Condition 10: Provide location and type of sight obscuring fencing of the screened outdoor Finding: The site plan oes and trash area on the site for the Page 5 of 6 Conclusion: Staff finds the accessory dwelling unit complies with the criteria of SDC Section 5.5- 125 and approves the application with Condition(s) specified below: Condition {: The applicant shallcoordinate with Springfield Utility Board Electric Division to ascertain the appropriate location for the placement of the electrical meter. The plot plan submitted with the building permit shall indicate the location of the meter for the ADU. Gondition 2: The plot plan submitted with the building permit shall show the location of the water line and the separate water meter for the ADU. Please contact Bart McKee at SUB Water Division. Condition 3: The applicant shall show how the sewer line is to connect with the proposed ADU and the existing Iateral location to the primary home on the building permit plot ptan. The ADU cannot be located over the existing sewer service to the primary structure. The proposed connection to the ADU must be fitted with a clean-out at the edge of the public sewer easement. Condition 4: The applicant shall provide provision to manage stormwater runoff onsite that minimizes impact to the surrounding lots and the public system. This shalt be shown on the plot plan submifted with the building permit. Condition 5: The applicant shall obtain the required building, plumbing, electricatand driveway/sideway permits for the work proposed. Cond 6:Show the required hard surface walkway on the building permit plot plan Condition 7: The ADU shall be issued a separate address upon submiftal of the application for building permit. Condition 8: The applicant shall provide a suitable driveway entrance for the existing primary home and ADU along the 23'" Street frontage to current city and ADA standards. Advisory Note: City staff recommends using City of Springfield Standard Construction Spec 3-20 for the driveway entrance. Condition 9: The plot plan for the building permit submittal shall show the driveway to be paved for at least the first 18' back of the sidewalk. Condition 10: Provide location and type of sight obscuring fencing of the screened outdoor storage and trash area on the site plan for the building permit. Additional lnformation: The application, all documents, and evidence relied upon by the applicant, and the applicable criteria of approval are available for free inspection and copies are available at the Development Services Department, 225 Fifth Street, Springfield, Oregon. Questions: Please call Liz Miller in the Planning Division of the Development Services Department at (541)726-2301 if you have any questions regarding this process. Accessory Dwelling Unit 811-19-00011q-TYP1 Page 6 of 6 falrSg da*_r_:, ,-,J ,J TSE Engineering Re: Jl048230 Cummings, Gregory Tri-State Engineeringr !nc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State f.ngineering under my direct supervision based on the parameters provided by The Truss Company (Eugene)' Pagesorsheetscoveredbythis seal 173023412 thrul130234l9 My license renewal date for the state of Oregon is December 3I,2020. 11022PE OBESON 7'1 6'82 October 22,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 1048230 The Truss Co., -1-4-O ,1GE Tvpe MON SU Plv mings, Gregory I D: ITUoN gLciTCUyxFoyTCtAtyRTku-zy7l 26-0-0 13-04 t1 i,ron Oct 21 17:15:17 2019 1 3-0-0- 13-O-O 27. Scale = 1:46.0 18 't9 IY 4x4 10 11 I I 125.00 lit 13 1436 15 164 17 3x43x4 2 ltl 35 34 33 32 3'l 30 3x6 29 28 27 26 2E 24 23 22 21 20 26-0-0 cst. TC BC WB i,,l atri x-S H 0.11 0.06 0.05 26-0-0 LoADING (psO TCLL (Roof TCDL BCLL 25.0 SnoF25.0) 8.0 SPACING- 2-O-O Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 OEFL. Vert(LL) Vert(Cr) Hoz(CT) in 0.00 0.00 0.00 (loc) l/defl Ud19 nh 120'19 nl( 9018 nla nla PLATES M12O GRIP 2201195 0.0 Weight: 141 lb FT = 20% LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2OTHERS 2x4 DF Stud BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. AIlb€rings260-0. (lb) - MaxHoz 2=-8s(LC 11) MaxUplit Alluplift'l00lborlessatjoint(s)2,28,29,31,32,33,34,35,26,25,24,23,22,21,20.18 MaxGEv Allreactions250lborlessatjoinl(s\2,27,28,29,31,32,33,Y,26,25,24,23,22,21,18except35=269(LC1), 20=269(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All fores 250 (lb) or less except when shown. NOTES- 'l) Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=4.8psfi BCDL=4.2psf; h=25fti Cat. ll: Exp B; Enclosedi MWFRS (envelope) gable end zone; @ntilever left and right exposed ; end verti€l left and right exposed; Lumber DOL=1.60 plate grip DOL='1.60 2) Truss designed for wind loads in the plane ofthe truss only. For studs exposed to wind (normal to the face), see Standard lndustry Gable End Details as appli€ble, or consult qualilied building designeras perANSl/TPl 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf(flat roofsnow); Category ll; Exp Bi Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered Ior this design. 5) This truss has been designed for greater of min roof live load of 1 6.0 psf or 1.00 times flat roof load of 25.0 psI on overhangs non-@ncurent with other Iive loads. 6) All plates are 1.5x4 MT20 unless otheMise indi€ted. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at'l-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 0) * Ihis truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-O-0 wide will fit between the bottom chord and any other membeE. '1 1 ) Provide mechani€l connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplifr at joint(s) 2, 28, 29, 31 ,32,33, U,35,26,25,24,23, 22,21,20,1A. oSEeoN 7'1 6t82 RENEWS: 12t31t2o October 22,2019 WARNINo -Verityd6ign paanateB and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFoRE UsE. Design valld for use only with I\,iiTek connedors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary b.acing to insure stability during @nstruction is the responsibillity of the erector. Additiona permanentbracingoftheoverallstructureistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregarding fabrication, quality control, storage, delivery, erection and bracing, consull ANSUTPI1 Ouality Criteia, DSB89 and BCSII Building Component Safety lnfomation available from Truss Plate lnstitute, 583 D'Onofrio Drive, Madison, wl 53719. A theTRUSSco.tNc. 1 1-4-0 5 7 6 3 J1 048230 Job F; mings, Gregory SPECIAL 11302 Co., Eugene, oR 97402 8.320 s Oct I lnc. ID: Ply I otv 5 -1-4-0 26-O-0 27-4-0 S€le = 1:46.7 7 4-9-6 5-7-10 4x6 4x5 /z 4 5.oo F 5x5 --22 3x4 --21 3 5x10 = 10 4x8 = 2 I '1.5x4 llji I LJ, 3x5 -z 14 4x5 =3x4 I 3x8 = 74-6 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0BCLL O.O ' LUMBER. TOP CHORD 2x4 DF No.2 BOTCHORD 2x4 DF No.2'Except' 4-12: 2x4 DF Slud. 7-1 3: 2x4 DF No.1 &Btr WEBS 2x4 DF Stud 12-',|-12 74-6 PLATES MT2O GRIP 220t195 ARACING- TOP CHORD BOT CHORD Weight: 117 lb FT = 2O% Structural wood sheathing directly applied or 2-4-9 oc purlins. Rigid ceiling directly applied or '10-0-0 oc bracing. Except: 10-0-0 oc bracing: '12-13 REACTIONS. (lblsize) 2='114410-5-8, 7=1'14210-5-8 Max Hoz 2=-85(LC 1 1) Max Uplift 2=-'155(LC 10), 7=-157(LC 1 1 ) FORCES. (lb) - Max. Comp.Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-21331238, 34=45241384, 4-5=-26741229, 5-6=-2769D33, 6-7=-37A21367 BOT CHORD 2-14=-224h900,4-'13--19412309, 10-13=-29514171,9-10=-268/34S9, 7-9=-2701U93 WEBS 3-14=-139A1207, 13-14=-27512349,3-13=-6512236, 5-10=-11Ah7 19,6-10=-1067 1303, 4-'10=-229U241 NOTES- 1 ) Wind: ASCE 71 0; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone; @ntilever lefr and right exposed ; end verti€l left and right exposed; Lumber DOL='1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct=1.1 0 3) Unbalanced snow loads have been considered {or this design- 4) This truss has been designed for greater of min roof live load of'16.0 psf or'1.00 times flat roof load of 25.0 psf on overhangs non-concurent with other live loads. 5) This truss has been designed for a '1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membeE. 7) Beanng at joint(s) 7 @nsiders parallel to grain value using ANSI/TPl 1 angle to grein fomula. Building designer should verify cpacity of bearing surface. 8) Provide mechanical @nnection (by others) of truss to bearing plate cpable ofwithstanding 100 lb uplift at joint(s) ex@pt (jt=lb\2=155,7=157. RENEYI/S: 12t31t20 October 22,2019 SPACING" 2-O-O Plate Grip DOL 1.15 Lumber DOL '1.'15 Rep Stress lncr YES Code lRC20'15/TP12014 csl. TC WB Nratrix-MSH 0.68 0.86 0.79 DEFL, Vert(LL) Vert(cT) HoE(Cr) in (loc) -0.43 11-o.73 11 0.35 7 Udefl >719 >427 nla Ud 360 240 nla 7''t 6182 I wenNwa - vurity design pahmete! and READ N1TES oN THls AND tN1LUDED MTTEK REFERENCE PAGE Mtt-7473 BEFORE L]SE. Desiqn valid for use only with l\.,liTek connectors. This design is based only upon paramete6 shoM, and is lor an individual building component. Applicbility of design pa.amenters and proper incorporation of component is responsibilityof building designer - not truss designer. Bracing shown is for lateral suppon of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracang of the overall structure is the responsibility of the building designer. For general guidance regardinq fahication, quality control, storage, delivery, erecUon and bracing, @nsult ANSUTPII Ouality Critena, DS&89 ahd BCSII Building Component Safety lnfomation available from Truss Plate lnstitute, 583 D'Onofrio Drive, l\.,ladison, WI 53719. A theTRUSSco.rNc. 5 Type mings, Gregory 8.320 s Oct g 2019 MiTek I D: lTuoN gLciTCUyxFoyTCtAtyRTku-wKF2lpYGJWC 1 0-4 1048230 Yl Special [.1on Oct 21 17:15:192019 3x8 - 113023414 S€le = 1:45.7 Co., Eugene, OR 97402 7-4-6 26-0-0 7-4-6 4-9-6 4x6 54xS'- 4 s.oo ftz 4xE'z 29 21 3x4 -- 10 5x10 - g 4x8 = 1.5x4 7 2 i1 3x5 '- '13 4x5 3x4 7-4-6 LOADING (psO TCLL 25.A BCLL LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2.Exept. 4-12:2x4 DF Slud,7 -'1 0: 2x4 DF No. 1 &BtrWEBS 2x4 DF Stud PLATES MT2O GRIP 22U1e5(Roof TCDL Snow=25.0) 8.0 0.0 BRACING. TOP CHORD BOT CHORD Weight:1'14 lb Fl=2O% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: '10-0-0 oc bEcing: 10-12 REACTIONS. (lbisize) 7=1045/0-5-8,2=1'l3S/0-5-8 Max Hoz 2=93(LC 14) Max Uplift 7=-135(LC 11), 2=-160(LC 10) FORCES. (lb) - l\,,{ax. Comp./[.4ax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-21221249,3-4=-447 11443,4-5=-2650125a, 5-6=-27451262, 6-7=-37871412 BOT CHORD 2-13=-24211890,4-1Q--23312272,9-10=-35714124,8-9=-327 135M,7-A=-32913500 WEBS 3-13=-1,3821226,10-'1 3=-300/2331 , 3-1 0=-1 09/21 98, 5-9=-1 40/1 704, 6-9=-'1 096 1308,4-9=-2250t277 NOTES- 'l) Wind: ASCE 7-10; Vult=120mph (3-se@nd gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone; €ntilever lefr and right exposed i end veflcl lefi and right exposed; Lumber DOL=1.60 plate grip DOL='1.60 2) TCLL| ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct=1.10 3) unbalanced snow loads have been @nsidered for this design. 4) This truss has been designed for greater of min roof live load of 1 6.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-@ncurent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membeE. 7) Bearing at joint(s) 7 mnsidere parallel to grain value using ANSI/TPl 1 angle to grain fomula. Building designer should verify @pacity of bearing surface. 8) Provide mechanical connection (by othere) of truss to bearing plate €pable of withstanding '1 00 lb uplift at joint(s) except (jt=lb) 7=1 35, 2=160. RENEW$: 12t31t2o October 22,2019 SPAC|NG- 2-0-O Plate Grip DOL '1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC201s/TPl20'14 csr. TC WB Matrix-[1SH 0.76 0.86 0.78 DEFL. Vert(LL) Vert(CT) HoE(CT) in -0.40 -0.65 0.35 (loc) l/defl Lld 11 >777 360 1 t >478 240 7 nla nla 7tl6t82 I WenWWe -V"rity design paanetog and READ NOnES ON THtS AND INCLUDED MTTEK REFERENCE PAGE Mlt-7473 BEFORE USE. Design valid for use only with MiTek connedors. This design is based only upon parametere shown, and is for an individual building component. Applicability of design paramenters and proper in@rporation ofcomponent is responsibility of building designer- not truss designer. Bracing shown is lor lateral suppod of individual web members only. Additional temporary bracing lo lnsure stability during @nskuction is the responsibilllty of the erector. Additional permanent bracing of the overall structure is the responsibillty of the building deslgner. For general guidance regardihg fabrication. quality control, storaqe, delivery, erection and bracing, consult ANSI/TP|1 Ouality Critoria, DSB_89 and BCSI1 Building Compon€nt S8fetylnfomation availablefromTrussPlatelnstitute,583D'OnofrioDrive,Madison,W53719. A theTRUSSco.trc. 3 6 Plv 1 048230 Type mmings, Gregory 8.320 I 2019 MiTek lndustries, t13023415 ,274-0------ -- r i S€le = 1:46.7 SPECIAL Truss Co., Eugene, OR 97402 -'144 ID; 12-1-12 1 3-0-0 18-7-10 26-0,0 74-6 4-9-6 12-1-12 4xS -- 4 t-107 5x10 - 10 4x8 ------ 5-7-'10 18-7-10 22 3x4 \ 7-4-6 26-0-0 4x6 5 s.oo lrz 4xE'- 21 o '1.5x4 ll+ LOADING TCLL 3xS -- 13 1 3x4 I 8l Yo 14 4x5 3x8 = 13-o-o 4-9-6 n-107 5-7-'10 (psO 25.0 8.0 0.0 Snow=25.0) DEFL. Vert(LL) Vert(CT) Hoz(CT) in -0.40 -0.65 0.35 (loc) l/defl Ud 12 >780 360 12 >479 240 7 nla nla PLATES t\,4T20 GRIP 220t195(Roof TCDL BCLL LUMBER. TOP CHORD BOT CHORD BRACING. TOP CHORD BOT CHORD Weight: 116 lb Ff = 20% Structural wood sheathing directly applied or 2-4-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Excepti 10-0-0 oc bracing: 1 1-13 WEBS 2x4 DF No.2 2x4 DF No.2'Except' 4.'l 3: 2x4 DF Stud, 7-1 '1: 2x4 DF No.1 &Btr 2x4 DF Stud REACTIONS. (lblsize\ 2=113710-5-8, 7=1135i0-5-8 Max Hoz 2=-85(LC 1 1) Max Uplifr 2=-160(LC 10), 7=-1 61 (LC 1 1 ) FORCES. (lb) - Max. Comp./l\,,lax. Ten. - All for@s 250 (lb) or less except when shown. TOP CHORD 2-3= -21 I 61248, 34= 4 454 I 426, 4 -5= -2641 1249, 5-6= -27 35 D53, 6-7=-3751 /386 BOT CHORD 2-14=-234h884,4-11=-22212263,10-1 1 =-333/41 08, 910=-28613469, 7-9=-28813463 WEBS 3-14=-1377 1220, 11-14=-290t2324,3-'l 1 =-94i21 88, 5-10=-1 33/1 694, 6-10=-1 070/301, 4-1 0=-2246t267 NOTES- 1) Wind: ASCE 7-10i Vult='120mph (3-se@nd gust) Vasd=gsmph: TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone; €ntilever left and right exposed : end verti€l left and right exposed; Lumber DOL=1.60 plate grip DOL='1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.i Ct='l.1 0 3) Unbalanced snow loads have been @nsidered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-@ncurent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load non@ncurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membeE. 7) Bearing at joint(s) 7 @nsiders parallel to grain value using ANSI/TPl 1 angle to gEin fomula. Building designer should veriry cpacity of bearing surface. 8) Provide mechanical connection (by othere) of truss to bearing plate Gpable of withstandinq '1 00 lb uplift at joint(s) ex@pt (jt=lb) 2=1 60, 7=1 61. RENEvI/S: 12t31t20 October 22,2019 SPAC|NG- 2-O-O Plate Grip OOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC201s/TPl20'14 csr. TC 0.67BC 0.85wB 0.78 N.latrix-M S H ltlfi 82 I WenUntC - V.rity design paamteg and READ NOTES ON THTSAND TNCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with [riTek connectore. This design is based only upon parcmeters shown, and is for an individual building component. Appli€bility of design paramenteE and proper incorporation of component is responsibilityof building designer - hot truss designer. Bracing shown is for lateral suppon of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall silucture is the responsibility of the building designer, For general guidance regarding ,abJication, quality @nrol, storage, delivery, erection and bracing, consult ANSI/TP|1 Ouality Criteda, OS+89 6nd BCSII Building Comlonent Safety lnfomatjon available from Truss Plate lnstitute, 583 D'Onofrio Drjve, l\,ladison, W 53719. A theTRUSSco. tttc. Truss Ro, lQty Ply l. Job 1 3 72 048230 E Type NGPOST Gregory 2019 N,4iTek lndustries, lnc. Mon 26-0-0 13-0-0 13 30 29 2A 27 26 25 24 23 26-0-0 I 1 302341 6 27-4-O Scale - 1:46.0 Co.,Eugene, OR 97402 5-0-0-1-4-OI 1-a-o I 8-0-05-0-0 5-0-0 4\4 12 11 5.OO 12 1410 42 183 15 43 4x4 - 35 4 17 '19 20 t_ 1ih 2 2'l r5 3x4 34 4x8 3x4 33 32 st 3x6 - 21-O-0 \ LoADING (ps0 TCLL 2s.0 (Roof SnoF25.0)TCDL 8.0 BCLL O.O LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2.Except. 2-32:2x4 DF 24OOF 2.OEWEBS 2x4 DF Stud PLATES i,,lT20 GRIP BRACING. TOP CHORD BOT CHORD Weight: 144 lb Ff = 2Oo/" Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: '10-0-0 oc bmcing: 2-35,34-35. 1 Brace at Jt(s): 7JOINTS REACTIONS. All bear:ngs '1 6-5-8 except (t=length) 2=0-5-8. (lb) - Max Hoz 2=-85(LC 1 1 ) MaxUplift Allupliftl00lborlessatjoint(s\2,30,33,29,28,27,26,25,24,23,21except34=-167(1C10) MaxGrav Allreactions250lborlessatjoint(s)31,30,33,29,28,27,26,25,24,23,21,2'lexcept2=444(LC17),34=742(1C17) FORCES. (lb)-lvax.Comp./Max.Ten.-AIlforces250(lb)orlessexceptwhenshown. TOP CHORD 2-3=-s'1 1i67, 3-s=-567h40,5-7=-576h44,7-9=-593i 151, 9-34=-61 1/1s9 BOTCHORD 2-35=-791430,34-35=-791430WEBS 10-34=-2B0iB6 NOTES. 1) Wind: ASCE 7-10i Vult=120mph (3-se@nd gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B: Enclosed; MWFRS (envelope) gable end zone; €ntilever left and right exposed ; end verticl left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct='l.10 3) Unbalanced snow loads have been @nsidered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf oil|.00 times flat roof load of 25.0 psf on overhangs non-concurent with other live loads. 5) All plates are 1.5x4 MT20 unless otheMise indi€ted. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has b€en designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membec. 8) Solid blocking is required on both sides of the truss atjoint(s), 34. 9) Provide mechanical connection (by othere) of truss to bearing plate 6pable of withstanding 1 00 lb uplift at joint(s) 2, 30, 33, 29,2a,27,26,25,24,23,21,21 except (it=lb) 34=167. 10) Graphi€l purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. RENEWS: 12t31t2o October 22,2019 SPAC|NG- 2-O-O Plate Grip DOL 1.'15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC201s/TP12014 cst. TC BC WB Matrix-l\,,1S H 0.25 0.13 0.10 in (loc) -0.02 35-38 -0.03 35-380.00 34 l/defl >999 >999 nla Ud 360 240 nla DEFL. Vert(LL) Vert(CT) Hoz(CT) 7t16'82 I wnnnNe -V",ity design paamete5 and READ N?TES ON THIS ANO TNCLUDED MITEK REFEREN,E PAGE Mll-?473 BEFORE USE. Design valid for use only with MiTek connedors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibillty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and braclng, consult ANSI/TPI1 Ouality Criterig, DSB_89 and BCSI1 Building Component Saretylnfomauon availablefromTrussPlatelnstitute,583D'OnofrioDrive,Madison,Wl53Tl9. A theTRUSSco.tNc. 6 mon Supported Gable 5-0-0 11 The Truss Co-, LOADING (ps0 TCLL 25,0 BCLL socl I N4iTek 14-0 S€le = 1:23.1 4x4 4 5.00 12 1.5x4 3- 1.5x4 | 5 12 6 j (Roof TCDL Y 3x43x4 10 1.5x4 I 1.5x4 8 1.5x4 l 10-0-0 PLATES i,,tT20 GRIP 2201195 Snow=25.0) 8.0 0.0 LUMBER- TOP CHORD 2x4 DF No.2 BOTCHORD 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING. TOP CHORD BOT CHORD Weight: 38 lb FT = 2O% Structural wood sheathing directly applied or 6-G0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. AllbearingslGGo. (lb)- Max Hoz 2=-38(Lc 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 MaxGEv Allreactions250lborlessatjoint(s)2,6,9ex@pt10=297(1C17),8=297(1c18) FORCES. (lb) - Max. Comp./Max. Ten. - All for@s 250 (lb) or less except when shown. NOTES- vertl€l left and rjght exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normat to the fa@), see Standard lndustry Gable End Details as appli€ble, or 6nsult qualmed building designer as per ANSI/TPl 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct=1.1 0 4) Unbalan@d snow loads have been @nsidered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurent with other iive loads. 6) Gable requires @ntinuous bottom chord bearing. 7) Gable studs spa@d at'l-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load noncqn@rent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6{ tall by 2-0-0 wide will fit between the bottom chord and any other membe6. 1 0) Provide mechani€l connection (by othe6) of truss to bearing plate capable of withstanding 1 00 lb uplift at ioint(s) 2, 6, 9, 1 0, 8. OEEGON 7'1 6'82 RENEWS: 12t31t20 October 22,2019 lcu 1l Job mmings, Gregory 113023417 Reference (optional) Ply DEFL. Vert(LL) Vert(CT) Hoz(CT) in 0.00 0.00 0.00 (loc) Udefl Ud7 nh 120 7nh906 n/a nla SPACING. 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1,15 Rep Stress lncr YES code lRC201s/TPl20'14 l,latrix-SH cst. TC BC WB 0.12 0.06 0.04 I WIAUNE. VE'iTY dESigN PAEMEIEB ANd READ NOTES ON THISAND INCLUDED MI\EK REFERENCE PAGE M11.7473 BEFORE USE. Design valid for use only wilh MiTek connectors. This design is based only upon paramete6 shown, and is foran individual building component. Applicbility ofdesign paramente6 and proper incorporation ofcomponent is responsibilily of buildino designer- not truss designer. Bracinq shown is for laleral suppod of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additjonal permanent bracing of the oveEll structure is the responsibillty of the building designer. For general guidance regarding fab_rication, quality control, sbrage, delivery, erection and bracing, consult ANSUTPI1 Quality Cdteda, DSB-89 and BCSI1 Building Componsnt Safgty lntomatlon available from Truss Plate lnstitute, 583 D'Onofrio Drjve. l\,ladison, WI 53719. A theTRUSSco.rNc. lTruss ]aorcrJ1048230 Job 2 7 1 Tvpe l" mmings, Gregory 1048230 LoADING (psO TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O ' 1GE 113023418 S€le = 1:20.4 Y oR s7402 B.320sOct S2019 lD:lTuoNgLciTCUyxFoyTCtAtyRTku-Gl2xoWcP73q 8-0-04-0-0 9-4-0 s.oo liz 4-0-0 4-0-0 1.5x4 i 3x4 -- 32 q 4xB 8-0-0F- DEFL. Vert(LL) Vert(CT) Hoz(CT) in -0.04 -0.07 0.00 (loc) l/defl L/d 6-9 >999 360 6-9 >999 2402 nla nla PLATES GRIP MT20 2201195 7 Weight: 38 lb Fr = 21o/o Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. OSEGON 7tl8t82 LUMBER- TOP CHORD 2x4 DF No.2 BOTCHORD 2x4DFNo.2 WEBS 2x4 DF Stud BRACING. TOP CHORD BOT CHORD REACTIONS. (lb/size) 2=502/0-5-8,4=41110-5-8 Max Hoz 2=-17(LC 15) Max Uplift 2=-25(LC 6), 4=-67(LC 7) Max Grav 2=502(LC 1), 4=41 6(LC 18) FORCES. (lb) - Nrax. Comp./llax. Ten. - All Jorces 250 (lb) or less except when shown. TOP CHORD 2-3=441383, 34=-67612A BOTCHORD 2-6=-11270,4-6=-12,654 WEBS 3-6=-111404 NOTES- 1) Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.Bpsf; BCDL=4.2psf; h=25fl; Cat. ll; Exp B; Enclosed; [,1WFRS (envelope) gable end zone; €ntilever left and right exposed ; end vedi@l left and righl exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf(flat roofsnow); Category ll; Exp B: Partially Exp.; Ct=1.10 3) lJnbalanced snow loads have been @nsidered for this design. 4) This truss has been deslgned for greater of min rooi live load of l 6.0 psf or l .00 ti mes flat roof load of 25.0 psf on overhangs non-concurrent with other ive loads. 5) This truss has been designed for a '1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membere. 7) Provide mechanical connection (by others) of truss to bearing plate €pable of withstanding 1 00 lb uplift atjoint(s) 2, 4. RENEWS: 12t3'tt2o October 22,2019 SPAC|NG- 2-O-0 Plate Grip DOL '1.'15 Lumber DOL '1.15 Rep Stress lncr YES Code lRC2015/IP12014 csr. TC BC WB Matrix-NrSH 0.23 0.26 0.14 \ wnnntlc -V",irydestgh paametes and READ NOTES oN THts AND \N1LUDED MITEK REFERENCE PAGE Mll-747j EEF,RE UsE. Design valld for use only wilh l\riTek connedors. This design is based only upon parameteG shown, and is foran individual building component. Appli€bility of design paramentere and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additionalpermanentbracingoftheoverallstructureistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregarding fabrication, quality control, storage, delivery, erection and braclng, consult ANSl/rPll Ouality Criteri€, DS+89 and BCSI'l Building Componont Safety lnfomation available from Truss Plate lnstitute, 583 D'Onofrio Drive, [,ladison, wl 53719.theTRUSSco.tNc. 1 -14-0 14-O 4 5 A 048230 oR 97402 [::,:::,::i:'""r13023419 Ply 1 lotv ? fruss Type 3ommon Oct I ID: -'1-4-0 4\4 3 S@le = '1:19.7 T- + 5.OO 12 14 '13 4 2.J Yq 5 3x43x4 1.5x4 ll BRACING- TOP CHORD BOT CHORD PLATES itT20 GRIP 2201195 4-0-0 4-0-0 LOADING (ps0 TCLL 2s.0 (Roof Snow=25.0) TCDL 8.0 BCLL O.O 'BCDL 7.O LUMBER- TOP CHORD BOT CHORD WEBS 2x4 DF No.2 2x4 DF No.2 2x4 DF Stud Weight: 29 lb Fr = 2O% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=408/0-5-8, 4=408/0-5-8 Max Hoz 2=-32(LC 1 1) Max Uplift 2=-70(LC 10), 4=-70(LC 1 1 ) FORCES. (lb) - Max. Comp./l/ax. Ten. - All for@s 250 (lb) or less except when shown. TOPCHORD 2-3=462153,34=462153 BoToHORD 2-6=-171389,4-6=-171389 NOTES. 1) Wind: ASCE 7-10i Vult=120mph (3-se@nd gust) Vasd=gsmph: TCDL=4.8psf; BcDl=4.2psf: h=25fti cat. ll; Exp B; Enclosedi MWFRS (envelope) gable end zone: €ntilever left and right exposed ; end verti€l left and .ight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 71 0; Pf=25.0 psf (tlat roof snow); Category ll; Exp B; Partially Exp.; Ct=1.1 0 3) Unbalan@d snow loads have been @nsidered for this design. 4) This truss has been designed for greater of min roo, live load of 16.0 psf or'1.00 times flat roof load of 25.0 psf on overhangs non-@ncurent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load non@ncurent with any other live loads. 6) . This truss has been d€signed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0{ wide will fit between the bottom chord and any other membeE. 7) Provide mechanical connection (by othere) of truss to bearing plate €pable ofwithstanding 100 lb uplift at joint(s) 2, 4. RENEWS: ,I2I31I2O October 22,2019 8-0-0 1-4-0 cst. BC WB Matrix-MSH 0.14 0.16 0.05 DEFL. in (loc) Vert(LL) -0.01 6-12 Vert(CT) -0.02 6-12 Hoz(cT) 0.00 4 l/defl Ud>999 360>999 240 nla nla SPAC|NG. 2-0-O Plate Grip DOL '1.'15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 7'1 Er82 I wlnttnle - v"riry destgh paametog and READ NoTEs oN THts AND IN)LUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parametere shoM, and is foran individual building conponent. Appli€bility of design paramenters and proper incorporation of component is responsibilityof building designer - not truss designer. Bracing shown is for lateral suppod of individual web members only. Additional temporary bracing to insure stabllity during construdion is the responsibillity of the erector. Additionat permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrication, quality control, storage, delivery, erect on and bracing, consult ANSUTPI1 Ouslity Cdteria, DS&89 and BCSI1 Building Componont Safety lnfomaton available from Truss Plate Institute, 583 D'Onofrio Drjve, [.,ladison, W, 53719. A theTRUSSco.rxc. II ruSS lcoz I Job I l-t Symbols 1u,;Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-d' For 4 x2 orientation, locate plates 0- 1/i6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20120 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACI NG LOCATION lndicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING lndicates location where bearings (supports) occur. lcons vary but reaction section indicates joint number where bearings occur. lndustry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss ConstructionDSB-89: Design Standard for Bracing.BCSIl: BuildingComponentSafetylnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Connected Wood Trusses. 1 Numbering System CHORDS 8 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCI(WISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSiLETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 31 1 , ESR-1 352, ER-5243, 96048, 9730, 95-43, 96-31, 96674 NER-487, NER-561 951 1 0, 84-32, 96-67, ER-3907 ,9432A @ 2006 MiTek@ All Rights Reserved 1 6-4-8 2 TOP CHORDS dlmenalong Bhown In ft.ln.ElxtoenthB (Drawings not to scale) 3 4 otoIo (LoF otroIo(IoF 67 5 = o = A General Safety Notes Failure to Follow Could Cause Property Damage or Personal lnjury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII 2- Truss bracing must be designed by an engineer- For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, l, or Eliminator bracing should be considered. 3. Never exceed the slack materials on design loading shown and never inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each olher. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIiTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otheruise noted, moisture content of lumber shall nol exceed 1 9olo at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 1 0. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 1 1. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specifled. 1 3. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 1 5. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. '17. lnstall and load vertically unless indicated otheMise. 1 8. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with pro.ject engineer before use. 1 9. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufflcient. 20. Design assumes manufacture in accordance with ANSI/TPl 1 Quality Criteria.theTRUSSco. INC. PLATE LOCATION AND ORIENTATION i I-l + I WEBS Signed electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date. Plan check items/notes -Tiocr F^vrr.e6r.r.,^.h{ ^<terr.ro 6'( lFlrgfNr€(ala-- Ngan Trr-r<<. t 6t)a h..a.r\) ADDRESS :ZAa 8'cr9 -srr .MAP & TAXLOT : t6-O2- O3 - z-t - rar?.IO t PERMIT#: ror - 6tc6r^ -DhrL-- Enter data into project log Check address on plans is correct Check to see if LDAP has been issued. LDAP Permit # l9 - 060 63-7- Fh/ Read all comments from other work groups to see if anythint needs to be considered during structural review. H? a6rr F-r,( s Fe.h .5!}{e.-- checksetba.ks on site Plan 6taFt- Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the plans and that 9!!!!L!!bltr!lghgs checkto see if lot is sloped orflat - lfsloped, will back deck meet setbacks lf a new home is being built at Mountaintate or River Heights, check the subdivision books to see if a Geo-Tech report is req. Checksoilsto determine whether or not a Geotechnicalevaluation should be required If property lson septic, check for proper setbacksfrom building to tank, distribution box, and leach field Make sure that property is not in Flood Hazard A affected property according to Mapspring (if it is we need 3 engineers surveys) l,6 tat 6-\ Check that everything required to be engineered has engineerint and that the stamp is current Check the truss package and make sure it matches the plans (qty of trusses, type, attachements) - lfthe numbering doesn't *match but the uplift and reactions look correct it is OK. Falls under field verify *Make sure that ifthere is HVAC equipment in the attic, the trusses were designed to support it - Check overhang to make certain they don't project farther than allowed forflre separation lo lt L' inches F-rL 3carE lf rafter framing, check spans lftrusses or rafters are 2/72 ot 3/12 pllch, make sure that "duel layers of underlayment required" note gets on plans. Less than 2/12 needs to be a membrane roof. Checkto see if anything over 4000lbs is bearing down on strip footints. lf so this needs to be enlarged. Check Hold Dowhs, hithlight hold downs forthe inspedor Check Foundation Venting 6tr.c+..r D.G>L- e/ .Ec. :r.rF-!6 ^, heck for propane tanks; look for setbacks, siesmic attachments, and protection of the tank. Make notes on plans with stepped foundations how far back they need to be from the edge of the cut and the uphill cut. Check header sizes Check footing sizes Make sure that if rebar is used that it has minimum cover depths. Check energy code requirements. Additional energy measure selections : Envelope Enhancement_ Conservation Measure *Make sure that insulation called out meets the energy code and if not make note of the required R value. ffi Ea E En E A ,t,I EarI gT E B u UlLT 8 Kilx Plan Review Checklist 8l EI YJ tr U, w vl -,,a z a E vt G,g il B 7.1 lk a xOn additions/remodels where existing conditions come into play, see code section N1-101.3 & table NL101.2 Check tempered glazing (hazardous locations, windows in stairwell, within 24" of door, where a door would open into the glass,etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) heck to see if there is a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement. Check for mechanical equipment protection (bollards) in the garage lf DETACHED garage is being built less than 3ft to existing structure it needs to have 1/2 gVp board on the interior walls lf Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans) Check fire/sound separation assembly on 2 family dwellings Check for smoke atarms/caikja,i rvrb"i&io6 dlaril's (lo'ok on 6l6ctrciallneEts if there aren't any shown on floor plan) Check wall bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing material (composition shingles, Spanish tile, metal, etc.) Check for attic access and underfloor access on plans heck beam sizes Read over all the general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set) lnclude standard attachments : Exterior Wall Envelope Self-Certification Form Moisture Content Acknowledgement Form (Not required for unheated detached structures) Hieh-Efficiencv Lightine Svstems Oreson Residential Specialtv Code (ORSC) Noise Ordinance Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) Make sure that on all new square footage, that a Fire SDC is charg'ed.' Add all inspections and fees into Accela (including Willamalane fee and addressing fee) Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate Approve Building Review line in Accela & call or email application with fees due and attach placard to jobsite set * Enter energy path data from Additonal Energy Measures Table N110t.L(21into Accela i . :! j .rr' -'l;r !* i".r 1l tr . [3 lt lt .'*t; 1. d B AoOt'rrOuAr- ttNras<-.r F leA s\rrls*S Ao >y4-ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASUHES For SI: 1 square foot = 0.093 m2, 1 watt per sqDare foot = 10.8 Wm2. a. Appliances located within ttie building thermal enveiope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All ductjoints and seams sealed with listed mastic; tape is only aliowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permiued to be located outside of the conditioned space. Ducts located outside the conditioned space shali have insulation instailed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U-factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table Nl 104.1(1) Standard base case design, Code UA shall be at least I percent less than the Proposed UA. Buildings with fenestration less than i 5 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. oo ol!o =b9 E696 h-e E3 oeo o>lEIlul 1 High efficiency walls Exterior walls-U-0.0451R-21 cavity ilsuiation + R-5 continuous Upgraded features Exterior walls-U-0.057/R-23 intermediate or R-2 1 advanced, Framed fl oors-U-0.026/R-38, and Windows-U-0.28 (average UA) J Upgraded features Exterior walls-U-0.055iR-23 intermediate or R-21 advanced, Flat ceilinge-U-o.017/R-60, and Framed fl oors-U-0.0261R-3 8 A Super lnsulated Windows and Attic OR Framed Floors Windows-U-0.22 (Tiple P ane Low-e), and Flat ceilinge-U-0.0171R-60 or Framed fl oors-U-0.026lR-3 8 5 Air sealing home and ducts Mandatory air sealing of all wail coverings at top plate and air sealing checklis{ and Mechanical whole-building ventilation system with rates meeling M1503 or ASHRAE 62.2, and Ali ducts and air handlers cQntained within building envelopeu or AI1 ducts sealed with masticb 6 High efficiency thermal envelope UAg Proposed UA is 87o lower than the code UA o o(!^ Jgo>E Eo.9E =o>.obgo oo A High efficiency HVAC systema Gas-fired fumace or boiler AF\JE94%, or Air source heat pump HSPF 9.5/15.0 SEER cooling, or Ground source heat pump COP 3.5 or Energy Sta-r rated B Ducted HVAC systems within conditioned space All ducts and air handlers contained within building enveloped Canttot be combined with Measure 5 C Ductless heat pump Ductless heat pump HSPF 10.0 in primary zone of dwelling (9 High efficiency water heaterc Natural Electric gas/propane water heater with UEF 0.85 OR heat pump water heater Tier 1 Northern Climate Specification Product 2017 OBEGON RESIDENTIAL SPECIALTY CODE 435 ?g>t 3PF!XO;IE.D ACCESSORY DWELLING UNIT, TYPE I STAFF REPORT & DECISION Project Name: Cummings Accessory Dwelling Unit Nature of Application: Construction of an 800 square foot detached Accessory Dwelling Unit. The applicant has chosen to meet the Clear and Objective Standards under a Type I Accessory Dwelling Unit review. Case Number: 811-19-000119-TYP1 Project Location: 240 23,a Street, Springfield, Oregon Assessors Map Number 17-03-36-14 Lot 5300 Current Site Conditions: The site is on the west side of 23'd Street north of A Street. The parcel is approximately 7,4O5 square feet. The existing single family home is approximately 1,138 square feet. Zoningz Low Density Residential (LDR) Metro Plan Designation: LDR Zoning of Surrounding Properties: North, South, East and West - LDR, Application Submittal Date: May 22,2019 Decision Issued Date: June 24,2019 Recommendation: Approved, with Conditions detailed on page 7 of this decision. APPLICANT/?ROPERTY OWNER: Gregory Cummings 1832 South 6L't Street Springfield, OR 97478 SITE: Accessory Dwelling Unit 81 1-19-00011g-TYP1 Proposed ADU Locationtw Page 1 of 6 )p r-r \N NN Klv DESCRIPTION OF PROPOSAL: Construction of an 800 squarfiilot Accessory Dwelling Unit. The applicant has chosen to meet the Clear and Objective Standards for the building design allowed under a Type 1 review process. The building will be located to the rear of the lot behind the primary dwelling. Criteria of Approval: ln order to approve an accessory dwelling unit, the Director shall determine compliance with all applicable standards of SDC Section 5.5-125 as specified below: Development Standa rds : A. The accessory dwelling unit shall meet all applicable standards in this Code including, but not limited to; setbacks, height, lot/parcel coverage, solar access and building codes in effect at the time of construction. X Proposal complies when the following condition is met. B. The accessory dwelling unit shall contain a kitchen, bathroom, living, and sleeping area that are completely independent from the primary dwelling. X Complies Accessory Dwelling Unit 811-19-00011g-TYP1 Finding: The plans do not show the electrical service or separate meter location Findingr The submitted plans do not show the location of the water line or separate water meter, Finding: The applicant has not shown the sewer connection for the proposed ADU or the existint connection to the primary home. Finding: The applicant has not provided any stormwater management proposal as part of this application. Finding: Condition 1: The applicant shall coordinate with Springfield Utility Board Electric Division to ascertain the appropriate location for the placement of the electrical meter. The plot plan submitted with the building permit shall indicate the location of the meter for the ADU. Condition 2: The plot plan submitted with the building permit shall show the location of the water line and the separate water meter for the ADU. Please contact Bart McKee at SUB Water Division. Condition 3: The applicant shallshow how the sewer line is to connect with the proposed ADU and the existing lateral location to the primary home on the building permit plot plan. The ADU cannot be located over the existing sewer service to the primary structure. The proposed connection to the ADU must be fitted with a clean-out at the edge of the public sewer easement. Gondition 4: The applicant shall provide provision to manage stormwater runoff onsite that minimizes impact to the surrounding lots and the public system. This shall be shown on the plot plan submitted with the building permit. Condition 5: The applicant shall obtain the required building, plumbing, electrical and driveway/sideway permits for the work proposed. g Page 2 of 6 k0v C. The accessory dwelling unit shall not exceed 80O square feet or the square footage of the primary dwelting (exclusive of the garage for the primary dwelling), whichever is less. X Complies as shown D. The accessory dwelling unit shall have an outside entrance that is separate from the entrance to the primary dwelling. A hard surface walkwan a minimum of 3 feet wide, shal! be required from the primary entrance of the accessory dwelling unit to the street or walkway seruing the primary dwelling. X Proposal complies when the following condition is met: Finding: The narrative describes a 5'wide walkway provided from the parking area and continuing the way to the main entrance of the ADU. Condition 6: Show the required hard surface walkway on the building permit plot plan E. Each dwelling shall have its own address. X Proposal complies when the following condition is met: Condition 7: The ADU shall be issued a separate address upon su bmiftal of the application for building permit. F. There shall be one parking space 9 feet by 18 feet in size for the accessory dwelling unit, in addition to the parking spaces required by Section 4.5-1OO for the primary dwelling. Off-street parking spaces may be paved or unpaved as described below. If unpaved, the parking space must be rocked and maintained with 3/+ minus compacted crushed rock. The parking space for the accessory dwelling may be provided either on-street or off-street as described below: If the primary dwelling has more off-street spaces than required, a surplus parking space may be counted as the required parking space for the accessory dwelling unit. An on-street parking space meets the requirement for parking for the accessory dwelling unit if one of the following conditions is met: a. There is paved on-street parking available directly abutting the propefi, the abutting street includes parking on both sides of the Accessory Dwelling Unit 81 1-19-0001 1q-TYP1 1. 2. Page 3 of 6 street, and there are no adopted plans to remove the on-street parking; or b, Under Type II procedure, the Director determines based on a parking utilization study, that on-street paved parking is consistently available directly abutting the subject propefi and the roadway is of sufficient width to allow passage of emergency vehicles. An off-street parking space for the accessory dwelling unit accessed from a street must be paved, except as follows: a. There is a paved driveway at least 18 feet long measured from the propefi line that sen es the parking space for the accessory dwelling unit; or b. The driveway abuts an unimproved gravel street. If an off-street parking space for an accessory dwelling unit is accessed from an alley, the following provisions apply: a. If the alley providing access is paved, the off-street driveway and parking space must be paved for a minimum of 18 feet from the alley propefi line; or b. If the alley providing access is not paved, the following provisions apply: i. The off-street parking space is not required to be paved, but the propefi owner must pave the alley for a distance of 18 feet from one of the access points from the street unless both access points are paved for at least 18 feet in conformance with applicable paving standards; and ia. The propefi owner must improve the alley from one of the access points of the street by grading and adding rock to the alley from the edge of the required 18 feet of paving to the driveway in conformance with the applicable improvement standards, X Proposal complies when the following condition is met: Accessory Dwelling Unit 811-19-00011q-TYP1 3. 4. )t'.lt tw Finding: The driveway and garage provide the two parking spaces for the house and the additional parking space for the ADU. Finding: 23rd Street in this location is a fully improved street with curb, gutter and sidewalk. Finding: The existing driveway along 23'd Street does not meet current -City of Springfield standards for Americans with Disabilities Act (ADA) compliance. Finding: The driveway from the property line back into the site is unpaVed. Finding: Section 4.2-120,Table 4.2-2 states that driveways serving single family and duplex dwellings shall be paved for the first 18 feet (from the property line back) when abutting a curb and gutter street. Condition 8: The applicant shall provide a suitable driveway entrance for the existing primary home and ADU along the 23'o Street frontage to current city and ADA standards. Advisory Note: City staff recommends using City of Springfield Standard Construction Spec 3- 20 for the driveway entrance. Condition 9: The plot plan for the building permit submittal shall show the driveway to be for at least the first 18' back of the sidewalk. Page 4 of 6 G. Outdoor storage and garbage areas shall be screened from view from adjacent properties and those across the street or alley with a minimum 42-inch tall 100- percent site obscuring fence or enclosure on at least 3 sides. X Proposal Complies when the following Condition is met: (7) Design Standards: An accessory dwelling unit within or attached to the main dwelling shall either match the primary dwelling or meet the alternative standards. A newly constructed detached accessory dwelling unit shall match the primary dwelling, meet clear and objective standards, or meet the alternative standards. Conversion of a structure permitted under Section 4.7-t.OSAto an accessory dwelling unit is not required to meet the design standards and may be approved under a Type 1 procedure; however, exterior alterations such as those necessary to meet building codes shall meet relevant design standards below (match primary dwelling or meet clear and objective standards). Finding: The applicant has chosen to the Clear and Objective Standards as listed in SDC 5.5-130 B. B. Meet Clear and Objective Standards. A detached accessory dwelling unit may be approved under Type I procedure if it meets the following design standards: Only non-reflective siding and roofing materials are allowed. Minimum roof pitch is 3 in 12. Eaves shall p@ect from the accessory dwelling unit at least 1 foot on all elevations. The primary entry must have a covered or roofed entrance with a minimum depth and width of 3 feet. The accessory dwelling may not exceed the height of the primary dwelling. The exterior wall shall provide an offset every 25 feet by providing a recess or extension, a minimum depth of 2 feet and a minimum width of 5 feet for the full height of the wall. Accessory Dwelling Unit 811-19-00011q-TYP1 1. 2. 3. 4 5 6. X Complies as shown Finding: The site plan does not show the location of the garbage area or how screening of garbage area will be accomplished. Condition 10: Provide location and type of sight obscuring fencing of the screened outdoor and trash area on the site for the Page 5 of 6 \*lt Conclusion: Staff finds the accessory dwetling unit complies with the criteria of SDC Section 5.5- 125 and approves the application with Condition(s) specified below: Condition 1: The applicant shall coordinate with Springfield Utility Board Electric Division to ascertain the appropriate location for the placement of the electrical meter. The plot plan submifted with the building permit shall indicate the location of the meter for the ADU. Condition 2: The plot plan submitted with the building permit shall show the location of the water line and the separate water meter for the ADU. Please contact Bart McKee at SUB Water Division. Condition 3: The applicant shallshow how the sewer line is to connect with the proposed ADU and the existing lateral location to the primary home on the building permit plot plan. The ADU cannot be located over the existing sewer service to the primary structure. The proposed connection to the ADU must be fitted with a clean-out at the edge of the public sewer easement. Gondition 4: The applicant shall provide provision to manage stormwater runoff onsite that minimizes impact to the surrounding lots and the public system. This shall be shown on the plot plan submitted with the building permit. Condition 5: The applicant shall obtain the required building, plumbing, electrical and driveway/sideway permits for the work proposed. Condition 6: Show the required hard surface walkway on the building permit plot plan. Condition 7: The ADU shall be issued a separate address upon submittal of the application for building permit. Condition 8: The applicant shall provide a suitable driveway entrance for the existing primary home and ADU along the 23'o Street frontage to current city and ADA standards. Advisory Note: City staff recommends using City of Springfield Standard Construction Spec 3-20 for the driveway entrance. Condition 9: The plot plan for the building permit submiftal shall show the driveway to be paved for at least the first 18' back of the sidewalk. Condition 10: Provide location and type of sight obscuring fencing of the screened outdoor storage and trash area on the site plan for the building permit. Additional lnformation: The application, all documents, and evidence relied upon by the applicant, and the applicable criteria of approval are available for free inspection and copies are available at the Development Services Department, 225 F tfth Street, Springfield, Oregon. Questions: Please call Liz Miller in the Planning Division of the Development Services Department at (541)726-2301 if you have any questions regarding this process. Accessory Dwelling Unit 811-19-00011g-TYP1 Page 6 of 6 Narrative tor 240 23'd Street Springfield OR 97477 Design standards SDC 5.5-125 & 5.5-130 B. Meet Clear & Objective Standards 1. 30 year composite roofing will be installed same as the primary dwelling. 2. The new construction ADU will have aSl12 roof pitch. 3. Eaves from the new construction ADU will project 18" on all elevations. 4, The Primary entry into the ADU will have a covered entrance with a depth of 4 foot by a width of 8 feet. 5. The ADU will be 16'9" tall where as the Primary structure is 17' 7" tall. 6. The fagade or the structure will have a Covered porch that will extend 5 feet from the exterior wallof structure. Parking: Off street parking is available with 354 sq feet of hard surface parking. Street is compliantmeasurementfor off street parking as well. Access: Hard surface 5' wide walkway is provided from the parking area, continues all the way to the main entrance of the ADU. Garbage can storage: Garbage bins can be stored stored in the storage of the garage that is provided for the ADU or Garbage bins can be stored behind the garage outside notvisible from the street Stormwater: Rainwaterwill collectin the north drain and continue to the primary house existing drain that will continue to originalweep hole in street gutter. Sewer: Sewerfor primary house will be changed to Schedule 40 structural pipe under the new addition dwelling unit. Sewer line fornew ADU will connect inside crawlspace as shown on plans. Water supply & Meter: Water meter forthe newADU willadjacentto primary home water meter. A 1" pex underground line will ru n from the meter along side the house, underthe patio and into the crawlspace of the new ADU. Electrical panel: New electricalservice will be installed in the south bedroom on the west end of house. Shown on plot plan. Narrative tor 240 23d Street Springfield OR 97477 Design standards SDC 5.5-125 & 5.5-130 B. Meet Clear& Objective Standards 1. 30 year composite roofing will be installed same as the primary dwelling. 2. The new construction ADU will have a5112 roof pitch. 3. Eaves from the new construction ADU will project 18" on all elevations. 4. The Primary entry into the ADU will have a covered entrance with a depth of 4 foot by a width of 8 feet. 5. The ADU will be 16'9" tall where as the Primary structure is 17' 7" tall. 5. The fagade or the structure will have a Covered porch that will extend 5 feet from the exterior wallof structure. Parking: Off street parking is available with 354 sq feet of hard surface parking. Street is compliantmeasurementfor off street parking as well. Access: Hard surface 5' wide walkway is provided from the parking area, continues all the way to the main entrance of the ADU. Garbage can storage: Garbage bins can be stored stored in the storage of the garage that is provided forthe ADU or Garbage bins can be stored behind the garage outside notvisible from the street Stormwater: Rainwaterwillcollectin the north drain and continuetothe primary house existing drain that will continue to original weep hole in street gutter. Sewer: Sewer for primary house will be changed to Schedule 40 structural pipe under the new addition dwelling unit. Sewer line fornew ADU will connect inside crawlspace as shown on plans. Water supply & Meter: Water meter forthe newADU willadjacentto primary home watermeter.A l"pexundergroundlinewillrunfromthemeteralongsidethehouse, underthe patio and into the crawlspace of the new ADU. Electrical panel: New electricalservice will be installed in the south bedroom on the westend of house.Shown on plotplan. sPRtt{G$ttLD $,s Transaction Receipt 811-19-00287s-DWL IVR Number: 811061497269 Receipt Number: 473397 Receipt Date: 12130/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 547-726-3753 permitcenter@spri ngfield-or. govOREGON www.springfield-or. gov Worksite address: 240 23RD ST, Springfield, OR 97477 Parcel: 1 703361 405300 Transaction Units date 12t30t19 'l 00 Ea Description Structural plan review fee 224-00000-425602-1 030 Fees Paid Account code Fee amount $630.34 Paid amount $630.34 Payment Method Credit card authorization: 06812s Payer: CUMMINGS GREGORY A Payment Amount:$630.34 Cashier: Katrina Anderson Receipt Total $630.34 Printed: 12l30i19 9:33 am Page 1 of 1 Fl N_Tra nsactionReceipt*pr