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HomeMy WebLinkAboutApplication APPLICANT 3/8/2023Oty of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Floodplain Overlay District Development SPnIN6F1ELD Required Applicatrt Name Joe Robb e:5419123866 Lifestyle Home Solutions LLC ""�1p1"Butl01a®°'"�'°"y"' company;il: FEa Address: 2519 21st St. Applicant's Rep.: Phone: Company. Email: Address: Property Owner: Joe Robb Phone:541-912-3866 Company: Email: Address: 2519 21st St. Springfield OR, 97477 ASSESSOR'S MAP NO: TAX LOT NOS :17-03-24-43-00105 Property Address:2519 21 st St., Springfield OR 97477 Size of Pro a .18 Acres ❑Fi Square Feet El Zonin :LD Existing Use- Single family Description of if you are filling In this form by hand, please attach your proposal description to this application. Proosal: Adding a one bedroom with living rm and kitchenette. Si natures: Please slon and orint vour name and date in the agorOlDnate box on the next pace. Required Property Information (City Intake Staff., complete this section) Associated Cases- Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: Posta a Fee: $0 TOTAL FEES: PROJECT NUMBER: Revised 319%22 Sandy Belson 1 of 4 Signatures The UOdIlMigjed acknowled94 that the information In this application is correct and accurate. Date: If the applicant is not the owner, the owner hereby grants permission for the Date: re ,6-t- R-CII'LI Revised 3/921 Sandy Mison 2 of 4 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1560-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenUcompany, and (3) building owner SECTION A— PROPERTY INFORMATION FOR INSURANCE -COMPANY USE Al. Building Owners Name Policy Number: Joe Robb A2. Building Street Atltlress (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company r NAIC Number, Box No. y 2519 21st Street City State ZIP Code Springfield Oregon 97477 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc,) Lane County Assessors Map No. 17-03-24-43, Tax Lot #105 A4. Building Use (e. g., Residential, Non -Residential, Addition, Accessory, etc.) Residential Addition A5. Latitude/Longitude: Lat. 44.07284 Long. 122.99338 Horizontal Datum: E] NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) 472.00 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 5 C) Total net area of flood openings in A8.b 640.00 sq in d) Engineered flood openings? 0 Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 528.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A C) Total net area of flood openings in A9,b N/A sq in d) Engineered flood openings? F1 Yes 0 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP Community Name &Community Number B2. County Name B3. State Lane County, 415591 Lane Oregon B4. Map/Panel B5. Suffix B6. FIRM Index Panel . Flo) B8. Flood B9. Base Flood Elevatlon(s)Number Date ctive/ (Zone AO, use Base Flood Depth) FB7FIRM ised Date41( 1153 F 06-02-1999 999 AE 452.5 B10. Indicate the source of the Base Flood Elevation (BEE) data or base flood depth entered in Item B9'. x] FIS Profile 0 FIRM F Community Determined 7 Other/Source: B11. Indicate elevation datum used for BEE in Item 89: (]x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area IDEA)? 0 Yes ONo Designation Date: 7 CBRS ❑ OPA FEMA Forth 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1650-0008 Expiration Date: November 30 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 2519 21st Street City State ZIP Code Company NAIC Number Springfield Oregon 97477 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑x Building Under Construction' [] Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, ARAE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: See Comments Vertical Datum: 1929 Indicate elevation datum used forthe elevations in items a) through h) below. 0 NGVD 1929 [j 11988 ­� Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crewlspace, or enclosure floor) 450.7 0 feel E] meters b) Top of the next higher floor 453.5 Q feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet ❑ meters d) Attached garage (top of slab) 451.8 Q feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) N/A E] feet ❑ meters 0 Lowest adjacent (finished) grade nextto building (LAG) 451.0 N feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 451.7 Zx feet E] meters h) Lowest adjacent grade at lowest elevation of deck or stairs including structural support N/A E] feet E] meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 l/ S Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes Q No ❑ Check here if attachments. Certifer's Name License Number (cent Baker 59885 REGISTERED PROFESSIONAL Title Registered Professional Land Surveyor LANIMg R Company Name Roberts Surveying, Inc Address 2811 Lydick Way ORE N JULY 15, 2003 city stare ZIP Code Eugene Oregon. 97401 1Z KENT BAKER I Signature Date Telephone - 12-01-2022(541)345-1112 RrL-NEN�,>: 12-31-202 ej Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenl/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) Elevations are based upon Lane County Benchmark RT 797, a brass cap at the northwest corner of 23rd Street and Hayden Bridge Road. Elevation = 453.26' (1 Datum). Latitude and Longitude are from using Google Earth. 5 Smart Vents model no. 1540-510 were used in the foundation. Each vent qualifies as venting 200 square feet of crawl space area for a total of 1000 square feet. This Elevation Certificate only represents the proposed addition and not the existing house. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Fornn Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date. November 30 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 2519 21st Street City State ZIP Code Company NAIL Number Springfield Oregon 97477 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BEE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspaca, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is❑ feet ❑meters ❑above or E] Wow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑below the HAG. E5. Zone AO only: If no Flood depth number is available, is the top of the bottom floor elevated in accordance with the community's Floodplain management ordinance? ❑ Yes EJNo ❑ Unknown. The local official must certify this information in Section G. SECTION F— PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authonzed representative who completes Sections A, B, and E for Zane A (without a FEMA -issued or communityussued BEE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Exonation Data Novemher 30 9ro9 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No ) or P.O. Route and Box No. Policy Number: 2519 21st Street City State ZIP Code Company NAIC Number Sunni Oregon 97477 SECTION G- COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fora building located it Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following informallon (Items G4-3 10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building: [:]feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site'. ❑ feet ❑ meters Datum G10. Community's design flood elevation'. ❑ feet ❑ meters Datum Local Official's Name Title ^ommunity Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Forth 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No, 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 2519 21st Street City State ZIP Code Company NAIL Number Springfield Oregon 97477 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View`, and, if required, "Right Side View" and "Left Side View" When applicable, photographs must show the foundation with representative examples of the Flood openings or vents, as indicated in Section AS If submitting more photographs than will fit an this page, use the Continuation Page. i I,..One Photo One Caption (South side) taken 12-01-22 Clear Photo One is n +c 1 ^v¢S vnow n.o Photo Two Caption Front (West side) taken 12-01-22 Clear Photo Two FEMA Form 066-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expirabon Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No ) or P.O. Route and Box No. Policy Number. 2519 21 at Street City State ZIP Code Company NAIC Number Springfield Oregon 97477 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with. date taken', 'Front View" and "Rear View" and, if required "Right Side View" and "Left Side View" When applicable, photographs must show the foundation with representative examples of the Flood openings or vents, as indicated in Section AS Phmorhme Photo Three Caption Back (East side) taken 12-01-22 Clear Photo Three Photo Four Phola Few Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A— PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Joe Robb A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Bax No. 2519 21st Street City State ZIP Code Springfield Oregon 97477 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc) Lane County Assessors Map No. 17-03-24-43, Tax Lot #105 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Garage Addition A5. Latitude/Longitude. Lat. 44.07284 Long. 122.99338 Horizontal Datum: 0 NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent Flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.6 N/A sq in of Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 528.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? []Yes Q No SECTION B— FLOOD INSURANCE RATE MAP (FIRM) INFORMATION all. NFIP Community Name & Community Number B2. County Name B3. State Lane County, 415591 Lane Oregon B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevations) Number Data Effective/ Zones) (Zone AO, use Base Flood Depth) Revised Date 4103901153 F 06-02-1999 06-02-1999 AE 452.5 810. Indicate the source of the Base Flood Elevation (BEE) data or base flood depth entered in Item B9: OFIS Profile ❑ FIRM E] Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BEE in Item 39: Ox NGVD 1929 ❑ NAVD 1988 El Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes Ox No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Farm Page i of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (inducing Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Bax No. Policy Number. 2519 21st Street City State ZIP Code Company NAIC Number Springfield Oregon 97477 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings" ❑ Building Under Construction" ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: See Comments Vertical Datum: 1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 451.8 0 feet ❑ meters b) Top of the next higher Floor 460.8 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) 451.8 ❑u feet ❑ meters e) Lowestelevation ofmachinery or equipment servicing the building N/A ❑ feet ❑ meters (Describe type of equipment and location in Comments) I) Lowest adjacent (finished) grade next to building (LAG) 451.8 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 452.0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet ❑ meters N/A structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 (/ S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? []Yes 0 No ❑ Check here if attachments. Certifiers Name License Number Kant Baker 59885 REGISTERED PROFESSIONAL Tine LAND SURVE OR Registered Professional Land Surveyor _ Company Name Roberts Surveying, Inc. Address 2e11 Lydick way JULY 15, 2003 (ENT BAKER City State ZIP Code Eugene Oregon 97401 #59885 Signature Dale Telephone Ext.RENEWS:.-31-2023 ol 01-03-2022 (541)345-1112 Copy all Vages isevabon Certificate and all attachments for (1) community official, (2) insurance agenticempany, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) Elevations are based upon Lane County Benchmark RT 797; a brass cap at the northwest corner of 23rd Street and Hayden Bridge Road. Elevation - 453.26' (NGVD29 Datum). Latitude and Longitude are from using Google Earth. This Elevation Certificate only represents the proposed garage addition and not the existing house. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 Approved Plot Plan 1 4 ^. ).,'pLnC- SL (75.00') 2.09 Ac, E Butlding Fcotpnnt 0 Existing 1512 Proposed 471 Driveway (within lot) N � o• Proposed ti �I EXISTING %n U r] Z 0 o I o I v EXISTING GARAGE ' PROPOSED t 1 w 4 ^. ).,'pLnC- SL (75.00') 2.09 Ac, N Butlding Fcotpnnt 19832.2% Existing 1512 Proposed 471 Driveway (within lot) N � III Proposed ti �I EXISTING I I I I RESIDENCE 0 o I o I v EXISTING GARAGE PROPOSED t 1 tR 1 - ADDITION �I (75.00') ` EXISTNG 6' P.U.E. A driveway serving a single-family or duplex dwelling must be paved from the edge of existing street pavement to the property line and for a distance of at least 18 feet from the property line into the property when abutting a paved street; these driveways may be gravel surfaced for the remainder of their length. SITE PLAN SCALE: 1" = 20' 0 � 20 EXCAVATORS: DATE RECEIVED 09-29-21 IOBNO.21-002525-STR ZONE LDR OCCUPANCYGROUP R3 UNIT 1 OCCUPANCYLOAD STORIES 1 TYPECONSTRUCTION LEGAL DESCRIPTION 1703244300105 ADDRESS 2519 21ST ST OWNER ROBB JOSEPH K THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. Zoning LIDR T.NI Lot Area 2.09 Ac, q.ft. %lot Butlding Fcotpnnt 19832.2% Existing 1512 Proposed 471 Driveway (within lot) 877 0.7% Existing 278 Proposed 399 TOPOGRAPHY: SITE IS ESSENTIALLY FLAT STORMWATER: CONNECT TO EXISTING RAIN / FOUNDATION CITY OF1' SPRINGFIELD, OFIFGOIl DRAINS APPROVED BY DATE tai j©sIlm- NOTICE: This per it sh I ' If the work authorized under PLANNING PARCEL COVERAGE this permit is not commenced or is abandoned for any 180 Lot Area: 7,841 sq. ft. day period. Covered Structure Area: 1,985 sq. ft. ATTENTION: Oregon law requires you to fallow rules Percent Coverage (45% Max): 25.3% adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through SOLAR ACCESS COMPLIANCE 952-001-0090. You may obtain copies of the rules by calling N/A - Right of Way to the North the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. MINIMUM SETBACKS - INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS IF ANY PIPING 15 BEING INSTALLED IN THE GROUND FOR CONVEYANCE OF STORMWATER, A SEPARATE PLUMBING PERMIT IS REQUIRED TO GET INSPECTIONS FOR PROPER FALL AND MATERIALS BEFORE THE PIPING IS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER (ADMINISTRATIVE) FOR THE OREGON UTILITY NOTIFICATION CENTER IS(503)232-1987). ' REVIEWED FOR CODE COMPLIANCE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS, AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCING CONSTRUCTION. C O 0 Q ,-•1 N rn «i N NOTES ALL WORK IS TO COMPLY MYTH THE CURRENT ERROR OF LHE OREGON! SIOEMIAI SPECIALTY CODE AND ANY ADDIRONPL REGNATIONS THAT PLY. REY PUNS AND SITE CONDMONS, AND NOTIFY DESIGNER OF MY ROBS, OMISSIONS OR WSCRFPANCES PRICK TO THE START OF MCIRJCION. )ERE SIRUCIURPL. GEG2iHNICPI 0 OTHER BORDERING Is MOND, RECONCILE PIANS WITH ENGINEERING REDUIREMEMS. IN THE ENT OF DISCREPANCIES. ENDINHRING TARES PRECEDENCE WYCLNCREMSTVENGTI: I0p4AIRENTUWED(5% 7%)FCR: SEMFMWAIL$FOUMATMWp EIIiENMW4I5pND0 M RICK CONCRETE WORK FXPOSED TO THE WEATHER I EASEMENT ILIS, FWNOATIW WILE, EXTESIOR WALLS AND OTHER VERTICAL NCRETE WORK EXPOSED TO THE WEATHER I G FLOOR SMS, COLOR: DEMENT WALLS, FOUNDATKIS AND OTHER VERTCAL CONCRETE WORK T EXPOSED TO THE WEATHER I EASEMENT WALLS AND INTERIOR DABS GPAOE (E%CFM GNNGE BOOR SLASC). MIN�gSb.S� 76 YIMYJ{ PaIUal Pront Elevation LB x-VA"a" C.c2T1 F L -A -TF PEQ¢MI.EI- T Sff1E: v4•=ra rcST ESI ,JA\*"« G=%VvF" OU o7/o7/zz PRpJE4T (SXEEi. L4 ORSHALL VERIFY ALLOOYOITICNS ANO TTI WEHO JOB SRE AND NOTIPYTHS OE516NER OF AO ENS10 OIMENSIN5O ERRURS ON5OR OI56RE LIES CE4:C RISCR BA.P,HATFH R "o 1 SHEETINDEX FABRILATING ANY WLfif. t &i'ergEHetims.Gererel Nelg 4 &itl'mp Ebw4on5 S Flo 4 FwmtlIR,nelbn Bnod Plmc 5 &NI"W., Ty iW.11 S.,., Pallial Left Elevation a Tw.I DF%Ie SCKE:IN'=P4' U) N m - cIi a '- `-- - PROJELT: ENEET: L PROPG:EG I MONG 4 O R y Padlal Rear Elevafion 2 Panda Rear e l� N NOTES: 1. FIN GRADE 451' i FLOOD HT 452' 0 FIRST FLOOR HEIGHT MIN 455' 3 m PROJELT LOLATION: 6ONT TORSH L YERl' L0 TlllNl AND OMENSIONE ATTNE -- J08EITEFNONOTI111HE OESIbNEROF Ad.: pIM WONN. ERWRS OMISSIONS OR OIBLRER/J1LIL� FS'PPF BEGINNING OR FABRILI�9N6ALY WCRS. q Pallial Right Elevalion C 6� �N 0 19-7 - ts'- 4'-a• 14'-n' as N zm¢w Y f _ (4X12 HDR)-rnT➢c ILACCESSi RROJEGT: SHEET: x ry 4 GiFPRcYtfl 4.S % x �ApP20Y1EV D5 n ' a UNGo�jPl=RONE}� Urz[.obPlnOwitA . SPL+GE A LL e� 4 WORKSHOPm 01 4 9 w - Avtic/smrsge N �) f NNFlNISXED) f (Q za6 FO5T Tis FORTLL bl i X � y n yl m (4X12 HDR) (4X12 HDR) wFosT WPOST 5xnLB 1Y4= vRaecr Laen-:oe'. LONTFAGTORBH` vERIFYAu corm -TI c DIMENSIONSNs AO9' JOB -)'TH F ALL HEAUFRS TORE E OME,o," R ISRGF1, 460EUN 0. OSDRSONSpFANOMIES 6E-rA.E MIN FABRICATING ANT WORK. Cpppf£ 56 ff. UNFINIBHEDATRCIMRA E M,fT 469 FCOIPoVIM FCOf%VIM dP9 First Floor Plan EI(IENORwAl. 4z �z1 Second Floor Plan Ex1ERloxwnus 42 3 SC4E: tH'=1'0' FLCORARFA 4I6 3 SCPIE:IN'=1'4 FLOOR MEA 426 CI[�M1eL SPA.CA-S mft LA DC %G FL.GOp CL.F wBTie 5r4AA-L- SE Pl AYICEm WITµ PL kC orFNIw s T61Ac 6C NOT Li6S'MwB.a 1 <�er- INGwI °5¢u^mE, Fool 01= f<4 11S -Et- AIMW*AA B WOT LZ -S -TUA� -A'- 10 'IN AJ w >At C , 1eN 1N OP 144e w.l,AI M3b NOTES, 6LLCA.B TME L FIN GRADE 451' FLOOD HT 452' Aa4TOM+.T.G TOP OF FLOOD VENTS 452' FBaW OC FLo b FIRST FLOOR HEIGHT MIN 455' WA°TE21utG Q. owT of o4�are cE f Weep 61L PLAK ns 4 � WALLS is . PaE to191B�T v� To Gbuw ArtoU AL.Bew.B QQOL_Tp lu 4ccol�q�,E N/ smr-r. 2403.1 .6 op -"AE ZvZA oQSC S" LONG, STEM WALL(SEE FLOOD VENTS A5 RE DETAIL: NEW FNDN ATTACH TO EXISTING EXI5UNG NEW STEM STEM WALL WALL KAFIRARK EMST.6 FNRN N)AT IF ANOBTM OF SEM., ANo 9) FOOTPM. 1ARA ANG INFO° INTO NEW NNDN Foundation Plan JE6 }40LD-DowtJ LocaaTo.as ON SHEE S1.0 8" FOUNDATION DETAIL: 17 MUOEI� "<N[XOR BOLTS @ 6'0' O[ ORA APFA I T , ONc. STEM. W/R)tta RX, munN 2X4 � � 1 (5EE DETAIL) I OINT3 FROM TOP, OR Al NOTED I. .COMMENT. W R.B. U..T@AB" Oc. 9'%16°cgJc. R6 Wg3)#OAB. CONTTN J ALIFWA3'I 7]" j I I 5 X24. 0 L ' gAIT EXISTING FOOTING Lill AND STEM PNLL I J S" LONG, STEM WALL(SEE FLOOD VENTS A5 RE DETAIL: NEW FNDN ATTACH TO EXISTING EXI5UNG NEW STEM STEM WALL WALL KAFIRARK EMST.6 FNRN N)AT IF ANOBTM OF SEM., ANo 9) FOOTPM. 1ARA ANG INFO° INTO NEW NNDN Foundation Plan JE6 }40LD-DowtJ LocaaTo.as ON SHEE S1.0 8" FOUNDATION DETAIL: MIN ONE AN BARS REINSTALLED NOT MORE 3HAN A' -P Of. THE VERTWL BAR S., NXTANO TOS°.EAR OF TIE BTM OF 74ff W MUM OOFRHMINCNE INTO T@RD HOOK ANO 9TEM WALL E%1ENDA PONY WALL DETAIL: Roof Plan Sc ur= ROOF OVERHANGS TO MATCH EXISTING AZUL uNoteFLm2 F¢Ant,.JA^ GB4&1 _ SE plzj ^ U(LE TRG4 CT efL ETBTtRJp4L GE¢nPE /EaP;pogt4¢El LUMaE0. PE1>` F'Et-lq SLOOP PAFYB�E QES13'Ta,rJT b�A.T'GR\ql3 1.1 ST RCOFPRLH RN-- GVfHHWGB W1Tgi IX. 'ROIE01 I STET OhcT w,TlIN 105 BITE AND 10TIFY T"E OFF O,RAENSE)N. EFF, IF 11 m 17 MUOEI� "<N[XOR BOLTS @ 6'0' O[ ORA APFA SNEAR WALL SMEOILLE(ANMOR BOLTS) T , ONc. STEM. W/R)tta RX, munN 1 CE SR£L TO' FROM TOP T SNI PLA IF I OINT3 FROM TOP, OR Al NOTED .COMMENT. W R.B. U..T@AB" Oc. 9'%16°cgJc. R6 Wg3)#OAB. CONTTN ALIFWA3'I 7]" MIN ONE AN BARS REINSTALLED NOT MORE 3HAN A' -P Of. THE VERTWL BAR S., NXTANO TOS°.EAR OF TIE BTM OF 74ff W MUM OOFRHMINCNE INTO T@RD HOOK ANO 9TEM WALL E%1ENDA PONY WALL DETAIL: Roof Plan Sc ur= ROOF OVERHANGS TO MATCH EXISTING AZUL uNoteFLm2 F¢Ant,.JA^ GB4&1 _ SE plzj ^ U(LE TRG4 CT efL ETBTtRJp4L GE¢nPE /EaP;pogt4¢El LUMaE0. PE1>` F'Et-lq SLOOP PAFYB�E QES13'Ta,rJT b�A.T'GR\ql3 1.1 ST RCOFPRLH RN-- GVfHHWGB W1Tgi IX. 'ROIE01 I STET OhcT w,TlIN 105 BITE AND 10TIFY T"E OFF O,RAENSE)N. EFF, IF 11 m N C O' �N ,yC P,pp�pY60 AS 111-EGONOITONED WALL SECT1ON COMPROJELT SHEET ROOF OVER 7/16"OSR SHEATHING SPA<E. )F EV16t2 GH.41.1GC0 IN T1-tE FUTURIS To NEATEN SPADE 'fL12g>u G" p¢DPEIZ P><W 11'TTI FJ4 MFG'D TRUSSES @ 24" O.C. PR�GE=a / 'T(1 ES•E ) hfsl-Il-I-TION .---CONTIN. GUTTER N LZ-Y4WES I.VOUI.-D uEEA TD �( R-38 INSUL 0 6E IAIC(i/�51E-A TDI 2X FASCIA t31 U LjaT G1C(LI L]^ S c Q-49 to - 2X6 STUDS @ 16" O.L. (6 LJNt Val ZrtG10� = �2'�Mvi. 7/8" T46 DECKING LAP SIDING OVER 7/16" OSB S]I SHEATHING S, R-26 WALL INSUL l3 117/8" T7I'S @ 16" O.C. .Q 11/8" TAG DECKING 2X P.T. MUDSILL JK R-25 INSUL 8" CONC. STEM WALL (SEE DETAIL) �SCHED-40 STORM DRAIN 91/2" TTI' S @ 16" O.C. PROD ELTLOCp10 N: 6 FAIL V.B. wNiR+croRSFFlInu VERIFY PLI IAHDITIC�S ANB OIMENAONE ATTH6 - JOB SRE AHD xOTEY-HE BE516NER OF ntl: DIMENEIONAL ERRVFE OMI�EIONv OR BISLREPANOIEI fE`"/^F OR E RIGINL FABRIWTIN6 Alp NWFK SHEARWALLBGHEOULES SWI- 7/16' PLYWOOD WITH ALL PANEL EDGES TO BE NNLED W @ MAXIMUM 6' O C. sW4- 7/1 6 ' RYWOOO WITH ALL PANEL EDGES TO BE NNLED W @ MAXIMUM 2.O C.. USEYCN,I"NOMINALFRAMING FOR ALL PANEL EDGES, NOTES'. 1. ALLNAILSARETOBEBDBOXNAILORIARGER. MINDIA 113". MIN. LENGTH'. 2R' 2. 7116" OSB MAY BE USED M LIEU OF PLYWOOD 1N SHEARWALL APPLICATIONS. (MS OR M-2 GRAM W/E ERIOR GLVE). 3. PROVIDE 2X BLOCKING ALONG ALL UNSUPPORTED PLYWOOD PANEL EDGES UNLESS NOTE 4. NAIL SHEATHING TO HOLDOWN STUD W/ PANEL EWE NAILING PER SHEA. SCHEDULE 5. ALL SHEARWALL MAILINGS ARE TO EXTEND DOWN TO THE FOUNDATION PLATE LINE. 6. WALL SHEATHING TO EXTEND TO TOP PLATE. PROVIDE FULL HEIGHT BLOCKING BETWEEN RAFTERS OR TRUSSES. T. IR'x 10. SILL BOLTS 048' O G W/ATX TX VW GALVANIZED PLATE WASHER ALL SHEADV ALL" UA O.. PLATE WASHER MUST BE AMAXIMUM OF%' FROM EDGE OF SHEATHING. SEE DETAIL 082.0 e. FOR SHEARWALL APPLICATIONS WHERE 4% NOMINAL FRAMING IS REQUIRED ALONG PANEL EDGES, DOUBLE 2X MEMBERS CAN BE USED PRONGED 7HEY ARE NAILED TOGETHER WITH (2) ROWS 12tl HAILS SPACED 6. OL, B. UBE HOT -DIPPED GALVAN ZED VALE FOR ALL NAILS IN PRESSURE TREATED PLATE S. 10, PROVIDE SIMPSON STRAP TIES ACROSS FLOOR FRAMING AT LOCATIONS SHOWN. SEE DETAIL B-82.011. AT LOCATIONS WHERE HOLOOWNS OR STRAPS ARE SHOWN AT THE BARE CORNER FOR TWO PERPENDICULAR SHEARWALLS THE HOLDOWN POST IS TO SE INSTALLED SO THAT THE SHEATHING FROM BOTH SHEPRWALLS IS NAILED TO THE POST. SEEDETAIL D520 12, USE SIMPSON BRIG OR SB ANCHOR BOLTS AS INDICATED ON SCHEWLE AT FOUN.ON, LOCATIONS, INSTALL PER SIMPSON SPECIFICATIONS. I3. USE SIMPSON TITEN NO SCREW ANCHOR BOLTS AT EXISTING FO UN DATION LOCATIONS. INSTALL PER SIMPSON SPECIFICATWNS WITH A MINIMUM EMBED INTO CONCRETE OF 10 INCHES. OPIRS : DRILLAND EPDXY A THREADED ROD WITH MINIMUM EMBEDMENT OF 10 INCHES. USE SIMPSON SETXP EPO%Y, 14. WHERE MULTIPLE STUDS ARE SHOWN NAIL STUDS TOGETHERWI(2)ROM 12E NAILS SPACED @C O.G. (STAGGERED) ALONG ENTIRE LENGTH, 15. PROVIDE THE FOLLOWING BOLTS AND THREADED RODS FOR HOLDOWNS., HOEDOWN ANCHOR STUD BOLT( STUD STUD THREADED NUMBER BOLT REOT. SCREWREOT, REDT SCREW REDT ROD HW2 SSTB16 5051/4%2.5 (2)2X66 6 MS' HOUR SETS. 6001/4X2,5 4%fi 20 TIB" E::, RAGM NOTES: 'k Ml BE 3q' CO. PLYW000 ALL BUPPORTEOPANEL NAKED Btl (RINGSNANK)®8'OC. SCREWS lib OC)AND TO BE NAILED 12" O C. U N O. ROOFDNPHRAGMNOTES: I.1 DIAPHRAGM TO BE 15132" LDX RYWOOD OR OS. -SH ALL SU PPORTED PANEL EDGES TO BE NAILED BL ®60Il PNO PANEL FIELDTOBENAILED tR'OGUNO. Ewsnnc ADDlnou w, % AND A GARAGE DOOR OPENING DETAIL - 2.0 NOTESTEEL PLATES MAY SE SLOIIEO FOR EASE OF CONSTRUCTION SINGLE SIDED SHEARWALL C SHEARWALL SILL BOLT DETAIL 52.0 SCALE'.I ll' =I'�p SEE SHEARWALL PIAN FOR STRAP SPECIFICATION FLOORJOISTS NNL SHEATHING TO HOLDOWN STUD W/ PANEL EDGE NAILING PER SHEARWALL SCHEDULE (&WALL TO WALL HOLDOWN (TYP.) 52.0 scALE: va�-ry PER D TYPICAL CORNER HOLDOWN DETAIL S2.0 scuE sla°=r-r II302adi 0 PR g41NEEE 6 9PE OIMRP IbJV� 0 40 � a Z 0 a r r W� 0 w0 N mF N= 0QMR U y d:i Nu) u) - Q J U H Q w LL 00: NG V U rc« Z �Uju K F W F m J W. , FZ ow (A W� ar .. z >s �m mIN D O m A N r a X r_ a{ u c oZ O i N nl m�2 D➢ �rn Oi A A� G pmp N�Z y�yFO��m TO'5 rnN Oz5 m}TAJFO OyNA m A OX r NpmN a� yyDC m;0 a Z Nni m�2 �D Oi A� my O� y_N y mQ m m LAND MANAGEMENT DIVISION SANITATION AUTHORIZATION NOTICE 3050 N. Delta Hwy Eugene,OR 97408 IL 541-692-4065509-SP23-07002 gapZACgN�c lcpwlrnln@hrxn oonlYorgov Authorization Type: Facility Type: Other Facility Type: Proposed Use: Planning Jurisdiction Pump Receipt Provided Tank Pumped Within La Assess Base Fee For Aut DEO Surcharge Applies Authorization with field visit Single Family Dwelling ONE BEDROOM ADDITION Lane County Yes Yes Yes Yes SITE ADDRESS: 251921 ST, SPRINGFIELD, OR TAX LOT PARCEL N: 17-03-2443-00105 WORK SCOPE. DETAILS Permit History: Preexisting. Findinge: No evidence of failure, Setbacksmet. Repair area limited yet available. Major Septic Alteration permit required if addition use is other than residential one bedroom addition. ESER performed by Ready Rooter 8 Thompson Septic. JOB SITE AND PROJECT CONTACT INFORMATION OWNER: GRIFFIN JAIME LYNN 2519 21 ST ST DIRECTIONS TO SITE: 105 TO MCHAWK TO YOLANDA TO 21ST SPRINGFIELD, OR97477 FEE INFORMATION alizatlon with site visit Surcharge Administrative Fee (15% of applicable fees) Technology Assessment (8% with $140 max of applicable fees) Range Planning Surcharge (13%of applirable fees) DEO Authorized Agent: Total Fee 721.00 100.OD 108.15 57.68 93. T3 Total Fees: $1,060.56 Dale: 1120/2023 APPLICANT: JOE ROBB 2519 21 ST ST SPRINGFIELD, OR 97477 5419123866 Sanitation Permit Auth lcDehl3 9:3449AM Pagel ofd PUBLIC City Referral Form — Onsite Wastewater (Septic) T.AVD MANAGEMENT DIVISION 3050 North Delta Highway, Eugene, OR 9746B This form may be used by City officials within Larne County to inform Lane County when a proposed development, either wiihin the City limits or within the citys UGB, does not have physical and/or legal access to the piped pudic wastewater system and will therefore need to direct wastewater to an onsite private wastewater (aka, septic) system. In order for a property owner to obtain a septic system permit from the County, the City must first determine that the public wastewater system is not available for connection'. I Sanitation repair and alteration pon niiis, and development proposing a new septic system or potential Increases of sow to an existing septic system, are required to obtain a septic permit or authorization notice from the County's Sanitation office. Please complete the framsinn axm and submit It to Lane County Sanitation staff. - PERMIT APPLICANT STATEMENT I have researched and I understand the public wastewater and private onslie septic system options for the proposed development tla_Wnbed below. l am requesting approval of a permit or outhorastion notice horn Lane County, for. n alteration or repair of the existing septic system (no other construction or development is proposed on the site) ❑ An installation of a new septic system ❑ An authorization ro continue to use the existing septic system (no work is proposed to the existing septic system) A complete application, Including this (form and a copy of the sho plan submitted to the City, will beelsubmibed to l-aa�ne County. Applicant Name : ; .f4 i v D -'-"f='- 70 IU Signature SECTION f (May be rifled to by the applicant or by fire City olHNal) Property information: Property Owner Name Map (TRS) & Tax Loot?t44 Property Address h The following work is proposed (Please check all applicable boxes): ❑ Aseptic ❑ repair or )Ftrelteration ONLY. No building or development work is proposed on the site. ❑ An" ❑ single-family dwelling (SFD) or ❑ duplex rl An add tionagsecondarydweilmg unn (ADU/SDU) 9,The addition of one or more bedmms to an existing 0SFD, ❑ ADUISDU, of []duplex ❑ An addition to an ❑ SFD, ❑ ADU/SDU, W ❑ duplex. No new bedrooms proposed. ❑ A new detached accessory structure or addition to an existing one Provide use descnPgon: _ ❑ A change inland ..Or building occupancy that may change the sewage fico! to an existing septic system. Provide description ❑ MultFFarmy of commercial. Provide desaiPrwn: Is the proposed developmem a replacement to what 'a there before? ❑ Yea 4No If yes, please describe previous use (including number abedrooms). _ SECTION 2 (To be filled in by a City Planning or Public Works official) The development is located: Inside the city limits A—Insidethe SM"Ot TS54-V UGB 6. Distance from the property to the nearest sewerage connection point =SA 5' __See - below) 7. Will connection to the public piped wastewater system be required? ❑ Yes 91 No if no, please explain why not THE Ne;KM Dots �TTpN � MQr 8. Is the City referring the applicant to the County to obtain a private onsite septic system permit? -QYes ❑ No 9. Has the applicant submitted for a building permit for the proposed development? ❑Yes �M No 10. Does the proposed activity or use comply with applicable City land use requirements? MY,,WIGS Mo A development permit will be required to ensure compliance with City land use development requirements. Addigonal comments: trLo tr W.K" WSL.t_ -R 9-6GV='iZGD NOTE: Per Oregon Administrative Rules (OAR) Chapter 340, Division 18, Lane County may not issue a septic permit if the proposed facility does not comply with all applicable local land use requirements. The applicant is responsible for wadding with the local planning, public works, and building offices to comply with land use and building requirements. 1o. City Official's Signature City SA24.h Rim Printed Name Date —IL, —�— TM. Sen11vQ NwYEYL _ __ _Telephone 54t'121�39 V This form may be emailed by City staff to Lane County Sanitation at Louranah iarreskiCoNanecountvoroov. or it may be given to the applicant to submit to the County. Please be sae to give the applicant a copy or the Crty-approved site plan, ff there is one. ff you have any questions, please contact County Sanitation staff at 541-662-4620. per Oregon Onsite Wastewater Treatment Syatem Rules, OAR 340-07I-0i61i A sewerage System that can serve the proposed sewage now is both legally and physically available, as described in paragraphs (A) antl (B) of this subsection. (A) physical availability. A sewerage system is considered available 9 topographic or man-made features do not make connection physically impractical and one of the following applies: p) For a single family dwelling or other establishment with a maximum projected daily sewage flow not exceeding 899 gallons, the nearest sewerage connection point from the property to be served Is within 300 feet. (i) For a proposed subdivision or group of two to five single family dwellings onane establiset hment than 200 feet the Nalwt projected milplied by the daily sewage flaw, the nearest sewerage connection poim from the properly to be number of dwellings or dwelling equivalents. (iii) For proposed subdivisions or other developments with more than five single family dwellings or equivalent Paws, the ag ant will determine sewerage availability. (B) Legal availability. A sewerage system is deemed legally available if the system is not under a DEQ connection permit moratorium and the sewerage system owner is willing or obligated to provide sewer service. E-1420221LJ �3 sln •-� P v 5. e?ze �E 6f.l _ 14th st ay aIMM O 2w, st �Qf �V3 G n 21u st m F u d o. p Coml Or CCCII M m a � a N � cn ms r O �o �o � 905571ank Rd Eugene, OR 97402 PHONE 541-746-4224 -FAX 541-744-7861 CCB # 092524 DEQ # 38408 SEWAGE! r'� Fes'SYSnMEVALUATION GIRT Ordemd'oy: DiWV1me scheduled: ❑ Send copy m: ❑ Fa&ta Atteai M4 - Alte UM Site Address:�Sl / ZI s* -5 BMing address. Site Phone: ( Biai gpbe= skecautaat JG_P__. Borog coat .Realtor Company- Reaha<Phone: Realmr Cont ct ReakmFa Summary of Findings ■i sewet- N■ ■Q meat ��J,,■ ■ , ■ -W ■ ■Unamw"Ie'.&O PUW in system 7. Sand Fihw cmditiOw ■ ■ � No sand fib= in sYstem 8. Dram field is in the following 00114mon; le,[]Unsooeptable, aalliGg Comments: S"MSffAJM&t9M_=.n nwmimw. sepae 8: game'3ervlee T_.-. Company dbdaimer n"inbef� BecaaseottneamRemusi Pmpet oPM*.M Of septic syswm, as well a ,he sysh%n, a&repott"wtbe eouswoed prdcWwbuWThMPfiwSqYW& Room wibabouCEMe sePtIc system *& gym Inspecting company Thompson Septic & Rooitr Serviee 88608 Btmi Bee Road Springfield, OR 97478 subwitadS Sewage 4 Tbompsmt Sepde& ggainkr aypedolaf Phone (541) 746-4224 Pax (541) 747-7861 CCB# 092524 DEQ # 38408 I have swdwd the m&tmstma contained ham and assert that my affiCSIMUCUL is hane8t, thorough, and, to the best of my abbRity,, omTecL F1DVA!%IZ yID t//4 % C DJC: i N Title P. 2e Gray water system - Wcae, []Surface disivage, []Subsuefikee drainage. Comments: tHow/wvstW d&an,®ied?1 Evaluation of Se tic T 1. L Accessed, Opened the tank and covaud. 2. is septic tank access at grader'`%s. �No/ a. If access is at grade, how s er waned: a L Depth of rank access if notal grader 3. Is there evidence of a previous failare? DYes,WNo. 4. Was septic tank pumped as part of the evaluatioaXYes, []No. a. Approximate condition of tank before pumping. L Scum: d- Sludge_ _.L— iii- Total Depth: iv. Estimated Tank Volume:—� v. Volume pumped: LP �� vL Percent of total depth coman ang solids: �- . (mianvmbe�notanat ewxmzs9e) b. Was there any bac-.flow from the drain field? []Yea O, 5. Condition of septic tank a The water level is: []Low,Normal, E109L Low water level would indicate that the septic tank is not waterproof er the house has not bees lived in for a long period oftime. Ffigh water level indicates that the water is not leaving the septic tank I b. Are cracks visible in tank? []Yes , tjN/A c. Is these any evidence of ground water infiltrating the septic tank? []Yesy �o, E3N/A d. Is there any evidence ofthe septic tank detadfing es� oraE]Y, +Tq]]N//A' e. hdet baffle is in the following condition f Outlet baffle is in the following e9ndition: Ax The oudetbaleePteveau solidafioID.Boating ou[inm dre dnmfiald.lffi ss acr4HcaiPme orthe sapdc 59tem 6. Does the septic tank have an effiuem fiker7 KNo. OYes, type of filter: Other Comments: /"e PW3 as *stem Pump — Number of pumps in system: i. The pump is for ❑sewage, ❑effluent 1 2. Does the pump oPWAe? ❑Yes, ❑No. PUMP vohage:_. Pump amps:® is there a separate eleewcal brealner for the effiueaai'lsewage Pump and is it labeled? ❑Yes, []No. a, Height the pump most pomp liquid: b. Size of dosing tank: c. Does the dosing tank have cracks? ❑Yes, ❑No. d. Is these evidence that there is water infiltrating the tank? []Yes, []No. e. Was the dosing tank cleaned at the time of the evaluation? []Yes, []NO. f Ts the dosing tank and riser of watccrt& construction? ❑Yes, ❑No. i. Was the watertight construcrioutested? []Yes, ❑Ne. Results: g. How is lid secured: h Ts the pumpinstalledso that it cant be removed without eutmtng a confined space? ❑Yes, ONO. i. Can the pimp be removed without alining pipes? ❑Ycs, ❑No. j, Does the system have a high wow alarm? ❑Yes, DNO-r� i. Did raising the float activate the alarm? Dyes, DqO. k Are the electrical connections in a rain tight box above theground? ❑Yes,,�❑No. i. Ts there an electrical disconnect visible from the pmMp? ❑Yes, ❑No - Other Comments' Sand rdter - The system [)does,,Wdoes not, have a sand. fitter. 1. Does the sand filter have standpipes for cleaning the distribution lines? DYes, DNo. 2. Were the standpipes cleaned at the time of the Evaluation? DYes, []No. 3. m there any evidence that the effluent is flowing over the top of the sand $her? Dyes, DNo. 4. Does the sand filter incorporate a pump? ❑Yes, DNo. Other Comments: Sort Absorption System 1. Type of absorptitoa cyst. --5 V c C4 2. 1s them any evidence of previous failure in the drain Reid? ❑Yes,1o. D 3. 7s seepage visible on the lava? Yes, 10 . 4. 1s there lush vegetation present over the/dram field lines? DYes, 50. 5. When the and over the drain field is probed, is the probe wet/when examined? ❑Y-01 . 6. The //distance between the soil absorption system and the well iSI'�teet. Current code, OAR 340-71-220, requires a setback of 100 feet betw�n the sewage disposal area and the ground water supply. 7_ The ability of the soil absorption system to acceplwafer 01was tested, ❑was not tested)- a- Water was addedm l��'—fot ( mitattes at the rate of -O gallons per mimrte. b. The results of the above test were that the water level Odid not rise, ❑did rise)- 8. The length of the drain field Linea is estimated m be:21D Otber Comments: P 5d9 The above table is our recommended pumping schedule, for a third party rocommanda ion and discussion of this subject we would recommend the Oregon Stare UWVa ExbwdOn Service, Extension Circular 1343/ 7amuaty 1990. You can obtain a copy of this imimassion shed by coulactiEg the Lane County E-ueusion Service at 950 West 131, Eugene, OR, Phone No. 6824243, or by calling our office at 541-746-4224. Please keep in mind that Pumping a septic tank is a lot like changing the oil in your car. The car will go along time without 66aoging The oil but the ergine will Probably M last,as long as it would if the ou had been changed regularly. With a septic system there is no alarm that goes off When it is time to pump. The above pumping schedule is a standard that we bave found fandy tcliabK however theme are cn anngumces when the bacterial process stops because ofthe.productg catalog the system, and the system. needs to be pumped more frequently - A septic tank needs to be pumped for two reasons. ® The floating Scum at the intet to the tank becomes so thick that it blocks the inlet to the task causing the sewage to backup into the house ® The Sludge on the botturn of the tank becomes so deep that it is carried out hmo the dra Seld When a septic tank is opened there may not be any Rusting material oa the top but this condi+ion may exist and the tank needs to be pumped. The Scam and sludge can build m the mitat that the water leaving the tank still has the solids suspended in it This is the leading cause of drain. field hilae that we see. Tank Size — Single-family dwelling 4 or fewer Bedrooms, at least 1,000 "int. $Mglo-family dwellings with more than 4 bedrooms require in least 1,500 gallons. See Oregon Administrative Rule 340-071-0220 (3) (a) (7)) Soil Absorption Area – Persons living with a septic system should be aware that septic systems are designed for a spedfic vohmle ofwater per day. Volumes ofwater that exceed the drain field's capacity may cause premature drain field faihre. Many older systems were not designed far the volume of water used by the modem family. There are three important factors that affect the drain field's ability to absorb water. • The first two factors are soil type and the physical size of the dramfteld. The type of soil in which your drain field sets and the physical size of the drain fled were determined at the time the drain field was permitted, installed and inspected. The following table will give you an estimate of the size o£tbe dram field that you have. The table will give you a means of oompariog your drain field size with correct standards. These standards may not bave been in place when your septic sysrean was installed. • The thicimess ofthe bio -mat that forms on the floor and walls of the dram field t'runch. The bio - mat is a necessary element in cleaning the effluent before the water goes into the soil. The No - mat only becomes a problem when it becomes thick and slows the flow of water into the soil. The Dw-Mat builds in a drain field more rapidly when a septic tank allows a&& that should trapped in the septic tank to flow out into the drain field. The Oregon code requires that soil absorptions areas be sized to absorb 300 gallons of water per day for a two-bedroom residence with an additional 75 gallons per day for each additional bedroom. See OAR 340.71-220 Table 2. uned Length of Drain -field - Current Code .AR340-71-226TM04 M—length of150 eBaMive $4 depth IAo.�t•��7 dWmnd�d8m.�femue Effective Son Depth 9011 A B C 18"wkssPoan24" 175$ 108 1758 24"toaesI;&=36" 1008 125$ 1508 36"tolacstb=4S" 758 1008 1258 W minpre 50$ 758 1758 Son CmiW A- SmmQ loamy Sand, SaadyLoaot Soil GmnP B - Sandy Clay Loam, Mk Loa% Sian, Clay Loant Soil C - Silt M CLIL gar 1MmPm^S^ptie @8aMrr9Nea Peg^'l oP9 Owner Provided Information Site Address: 1. Age of sewage treatment system: years. 2. Number of people occupying dwelling: Currently: Anticipated: _ 3. If currently unoccupied, how long has it been vacant: 4. Number of bedrooms in dwelling: 5. Has there over been a backup in the house? ❑Yes, []No, ❑Don't know. 6. List all known repairs made to the system: 7. Has the system recently been inspected by another company? ❑Yes, []No - 8, Is there a service couttact for your system components? ❑Yes, ❑No. 9. Date the septic tank was last pumped: what frequency: 10. The above information is true to the beat of my knowledge. Owner Date Additional Comments: Tl Wm sq&RamarSm w Pa Saq Sem ae "lYm®eR Sy�zm EvaM1v�m Repm[ McKenzie Engineering t LLLC Joe Robb 2519 21s' St. Springfield, Oregon 97477 Calculations for Stairwell Beam and Existing Framing Support January 27, 2023 Expires: 12/31/2023 Todd Costley P.E. Joe Robb Staircase Addition 251921st St. McKenzie Engineering, LLC Springfield, OR 97477 Joe Robb -Stairwell Addition Design Summary Todd Costley P.E. Job #1111 RevO McKenzie Engineering, LLC (McKenzie) has been tasked to provide structural engineering services in the design of a new beam and required attachments for Joe Robb at his residence located at 2519 21 st St. in Springfield, Oregon. The State of Oregon has adopted the 2019 Oregon Structural Specialty Code (2019 OSSC) and the 2021 ORSC. The 2019 OSSC references ASCE 7-16 for design loading, American Wood Council NDS 2018 for wood design, ACI 31 &14 for concrete. McKenzie has been provided drawings of the proposed staircase addition from the contractor Shane Britton and those images will be included here in reference to this design. Determine Design Loading: DL:=10 psf Floor Dead Load LL:=40 psf Floor Live Load (living space) Use these loads in design of the beam Joe Robb Staircase Addition 251921st St. McKenzie Engineering, LLC Springfield, OR 97477 , 11 II + �I I II pccpos i"• A. o�rh .s+a]c rasa, 62 II munbef, �rype../s,zc?� I I ©� hanc�efS }o ra-riia� i ��`SP� o� �luwrr�ecs/Icn�%1, o+' nal ii I Plan As provided by the contractor. Todd Costley P.E. Job #1111 Rev) Joe Robb Staircase Addition Rod 251921st St. McKenzie En Engineering, LLC 9 g' Todd Costley P.E. Springfield, OR 97477 Job #1111 Deadload RevO Determine Beam Size: 51 MPLE BEAM DESIGN, UNIFORM LOAD & POI NT LOAD Beam At Stair VMI Beam Size Qu Lam 6 314" x 10112" b = Rod Floor d = 10.50 in. Deadload 0psf 10 Glu Lam Fb= 2400 psi Live load 0 psf 40 24F -V4 E= 1,800,000 psi Trib.Area 0.00 ft. 9.79 Single Fv= 265 psi Span 14.00 ft. Lat &ww.i Cd 1.15 Cant. Span 4 ft. 18.00 Cl 1.00 CV 1.03 Def. = L/ 240 Fb' = 2,400 psi Reaction 1 = 3,258 Ib. 3,258 Emin = 930,000 psi Reaction 2= 5,8651b. Def= 0.70 in. Moment l= 10,472 RIb. Weight= 506.8 plf Moment 2 = 4,054 ft. Ib. 10,472 Shearl= 59.57 psi OK Shear2= 114.73 psi OK 10,468 2066 000 29.66 Beam Size Qu Lam 6 314" x 10112" b = 6.75 in. 1.56 d = 10.50 in. Sx= 124.03 in.3 Su Req'd= 45.53 in.3 OK Ix= 651.16 in.4 Ix Req'd= 347.67 in.4 OK A= 70.99 in.2 Def= 0.37 Wt= 17.23 Pif L/ 450 USE: 6.75'k 12" Glulam Beam with cantilevered section from stairwell to wall. Joe Robb Staircase Addition 251921st St. McKenzie Engineering, LLC Springfield, OR 97477 Determine (E) 11.875 TJI connection to (N) GLB Psi 1856 li TJI load for Hanger Design 9a.�o�w Sasme: ilbwNle loam Rcot Flool 6271 Gnl Dead load 0 p5f 10 Glu Lam Fb - 2400 Snow load 0 psf 40 24F -V4 F = 1,800,00D Trib.Area 2.00 ft. 9.79 Single Fv- 265 Span 7.29 ft. Fcw Smw Lei. sueeonel Cd 1.15 Point load 0 Ib. Cl = 1.00 a<b a 0.00 ft. nWt nBw mM o2sl VM 015) CV = 1.08 b 0.00 ft. 1 2 1 — PV49X3 1D16149 X1% Fill - 2,400 1%xgM Miu15S9 — ITX Bok Emin - 930,000 Def. - L/ 240 Def - 0.36 R1= 1,856 Ib. all 122913901e1901059 y85195 Weight- 509.3 112- 1,856 Ib. Eq. Wt.- 50927 Ml- 3383.092 ft. Ill. M1Ii wl — 1% 11% 2% — W0162.3% 0014B11% M2= 3383.092 ft. Ib. 2,695 1,856 3.65 Shea Yl= 24.94 psi OK 1,540 1,735 1865 365 Shear -2- 24.94 psi OK 7.29 Psi 1856 li Todd Costley P.E. Job #1111 Rai HU11.Cap:= 3275 Ibf USE: Simpson HU11 hangers (or approved equal) at (E) TJI to GLB connection. Install per manufacturers specifications. raX.e 9a.�o�w Sasme: ilbwNle loam xumew 6271 Gnl ^`xi1 amn MmM lif o5arspxHeaders Header sBM.F species m m Nraeer sue x27) — a p]I w x B Face .bel uplll Mew smv .col Fcw Smw 5 — nWt nBw mM o2sl VM 015) nzM ic'l ✓ 1% 7% 1 2 1 — PV49X3 1D16149 X1% an %22911813 Ip89 1.1358 u851275 1%xgM Miu15S9 — ITX Bok 2, — oe01VnM (1{014911% 239 ZW52,6152,K019W 22452425 Min ! 1% 7% 2 — M8148X3 mi 914..1% all 122913901e1901059 y85195 1 N[na M1Ii wl — 1% 11% 2% — W0162.3% 0014B11% 238 2,10 3,195 3,135 2,475 2,685 2,695 Min 27218162133% 141x146, IW 610 %795 2015 2165 1,540 1,735 1865 1.x5% xx18V5 — 1 5% 2% Ma- Me 010.3% 00148 v I% 915 2.10 2,M5 2990 28]231524% Min 11210162x3% Ra146 a I% 610 1,765 2015 2165 1,5101,1 I'm 1%xib MB7 — 1 6'h 2X IM- 060192 x3% R 014 11% 15152,3802,6% 29W 20102,3152dSU Ws181/95 — 1.1 2 NlrlX3 70 950 1aW 1165 815 925 IOW 018 iiri A014B11% 915 2MO0 V0 3250 2305 2.05 22M ✓ 1 927 2Y rzHO9 (1410162x3% (1018.148x1% 1,195 3,570 4,830 43351 IN51 3,4N 1 3,735 1.X9% HUM 81110 — 1 9% 3 — 6010162x3% (101016213% 2675 5.510 5 &t0 5811,360 HUL0161M-644 — 1 9 3 — 161 %X1%YS (61%X1%S'l6 13102,a162,9602$W 1,%00 MW181. — 1 B% 2% — 0*0162x3% M014BX1% 230 230526152B201,9W 2515181/11 fl9 — 1?fi ll!i 2 — 6Lt 0.148 e9 ID ll% 1}16 IG53 102] 50M1181I1, — 1 112 2% — 6811016213% P014Bxl% 2911 2BW 3115 313.5 2415 A85 95Hill.110 — 1 9A 3 — M0162,3% (71016213% 2675 5,510 5&30 583D 1,360 £5MUII 8210162x]% [61014Bxl% 915 9,2753,W5%M 2,&0Zpn,2x3%0MC ✓ 1 11Ye 2% 14811% 1]1154.4654 M 481036451HUI01.11117 —1 11 3 — 2761K0%565 [q WX1%606 1316 Z50020/53125 1.8m 58 Todd Costley P.E. Job #1111 Rai HU11.Cap:= 3275 Ibf USE: Simpson HU11 hangers (or approved equal) at (E) TJI to GLB connection. Install per manufacturers specifications. Joe Robb Staircase Addition 251921st St. McKenzie Engineering, LLC Springfield, OR 97477 Adjusted Contractor Design to ensure support: y2 Sue IdcKentic Frq meennq SerI nr I II II s" 1-71 12 '�4" O,c, yL P%fo-A)'A4 of -A) Sar C- S . �L�s�ail oy}n Or 5UV6r"C �7 6z II mutlxr? 16.75"x12" GLB II �3 kunr�cda }o rc-144" II TJV �-o Aew t%ww+ Ij Simpson HU11 or approved Equal 3� 11' 7 Todd Costley P.E. Job #1111 Rev) Joe Robb Staircase Addition 251921st St. McKenzie En Engineering, LLC Todd Costley P.E. Springfield, OR 97477 g g' Job #1111 RevO Determine Footing Requirements: Check 6x6 column: Wood Column Design Height is Gonservative Load FOOTING # For Floor Support beam Fc- Fy= 60,000 psi p min=' 0.0033 Fc- 2,500 psi p max=' 0.0134 Ftg Thk= ASL= 1,500 psf Load- 5,865 Ib 1.00 Ft DL= 10 psf UL=' 1,173 Ib d= LL= 40 psf LL=' 4,692 Ib 8.50 in 27.73 in.3 GP= ' 5865 7626 in.4 Snume Footing No C- cd A= 3025 in.2 wdth/Lntl'r 1.98 Ft m=' 28.24 Rebar # 4 use 3.00 Ft Squan p=' 0.0003 Qty 3 P net= ' 991 psf As Regd=r 0.09 As= '0.20 MU= ' 3,343 ft kips Aso/3'p=r 0.12 '0.59 rOK R U= ' 17 psi As p min=r 1.02 Spacing i6"on ctr As max= r 4.09 USE r(3) #4 each way USE: 3'-0" Square footing w/ (3) #4 each way at 3" clear from bottom of footing at stairwell column. Check 6x6 column: Wood Column Design Height is Gonservative Load 5,865 Ib. Dom Fir Fc- 700 psi Height 12 ft. Not Emin= 470,000 psi Gd- 1 Try wood Column cr= 1 Column Size 6x6 c= 0.8 h= 5.50 in. F'c= 700 psi d= 5.50 in. FcE= 564 psi Sx= 27.73 in.3 GP= 0.61 Ix = 7626 in.4 No C- cd A= 3025 in.2 F'c= 428 psi W = 7.35 plf Allan P= 12,%0 Ib_ OK USE 6x6 Column