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HomeMy WebLinkAboutBLD2018-00999 Cancelled SFR and Garage - BLD Application - 6/26/2023 ;o Got,r. MASON COUNTY COMMUNITY SERVICES PERMIT ASSISTANCE CENTER: Permit No: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98684 d. Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone Belfair(360)275-4467•Phone Elma:(360)482-5269 1854 BUILDING PERMIT APPLICATION BUILDING PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: 14 t��� S NAME: MAILING ADDRESS: 3Gj3 , jsa�����i o�� .�� MAILING ADDRESS: CITY: 5V_AT-n_f STATE: _ZIP:9S%,OA CITY: STATE: ZIP: PHONE#1: �` ag 5 I `7 PHONE: CELL: PHONE#2: EMAIL : EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ ��'''�� n NAME EMAIL RFC--EI V`/F IJ MAILING ADDRESS CITY STATE ZIP PHONE CELL SEP ' PARCEL INFORMATION: r PARCEL NUMBER(12 Digit Number) (X} ZONING 615 W.Alder Street LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS CITY DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO ❑ 1S PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW,' ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) --�.F Q. IS USE: PRIMARY❑ SEASONAL l NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]of Bldg)❑ NO ❑ DESCRIBE WORK SOUARE FOOTAGE: (propose+existing) 1ST FLOOR I sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. fl. DECK ft. COVERED DECK_sq.ft. STORAGE sq.ft. OTHER sq. ft. GARAGE-1 Lj:5. _sq.ft. Attached ►[Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED ORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* ;AK i MODEL YEAR LENGTH TH BEDROOMS BATHS SERIAL ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING PLUMBING IN STRUCTURE? YES2 NO❑ Ifyes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT. EXISTING BEDROOMS J9 PROPOSED BEDROOMS I TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that 1 am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the Information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for,review and Inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work Is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14,08.42) X —1 P Signature of OWPWR*(Must be sig by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY RECEIVED COMMUNITY SERVICES / Building,Planning,Environmental Health,Community Health SEP 13 2011$ Physical and Mailing Address: 615 WAlder St., Bldg 8, Shelton, WA 98584 615 W. Alder Street Shelton Phone: (360)427-9670 ext 352 •:• Fax (360)427-7798 PLUMBING & MECHANICAL PERMIT APPLICATION Permit OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: C _)--)1 YH f C NAME: NNA MAILING ADDRESS: LI3 LJAI k ;n11�o�D ,0,1 t4 MAILING ADDRESS: CITY: SE A*A STATE: ZIP: c CITY: STA : Z 1st PHONE:oo59 -���"7 PHONE: CELL: 2nd PHONE: EMAIL : EMAIL: C=0 A1A t,DA +1K_Q L&I REG# EXP. PARCEL INFORMATION: X PARCEL NUMBER (12 Digit Number): 4,937�(�-�� - \ Zoning: LEGAL DESCRIPTION (Abbreviated): SITE ADDRESS: CITY: DIRECTIONS TO SITE ADDRESS: TYPE OF JOB/WORK: NEW ADD ALT REPAIR OTHER USE OF BUILDING PLUMBING FIXTURES MECHANICAL UNITS [] Electric in-wall heaters(nofee) Type of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Type Fees Toilet(s) Furnace [E/G/LPG] Bathroom Sink(s) Heat Pump [E/G/LPG] Bath Tub(s) o Ductless H.P. [E/G/LPG] Shower(s) I Spot Vent Fan Water Heater(s) I[E /LPG] Propane Tank _gal.] Clothes Washer(s) /LPG] Gas Outlet(s) Kitchen Sink(s) ( Heat Stove [E/G/LPG/W] Dishwasher(s) Kitchen Exhaust Hood Hose bib(s) �— Dryer Vent Other Solar P el L Other Other &,A+ Plumbing Subtotal Mechanical Subtotal Plumbing Base Fee Mechanical Base Fee Final Inspection Fee Final Inspection Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. x ok _ Signature of pplicant Date x (`A A v —� Owner/Owners Representative/Contractor Print Na a (Circle one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS O Building O Fire Marshal O Permit Tech (OTC permit only) liar.,//www.co.masor:.wa.us/Community_dev/ Rev:3/08/201.7 AA Permit number BLD Mechanical Permit Checklist • Name of owner: Name of Installer: • Fuel Type? LP Nat Gas Electric Other • If propane, what is the pro osed size of tank(s)? • What type of mechanical unit *11 be installed? (i.e.freestanding stove,forced air furnace, etc.) • e unit is a wood stove,provide%located? Model Year Label Num • What is the use of the structure? (CResidential Commercial (A permit application for a commercial mrm will be issued upon satisfactory review by staff. Include a floor plan showing the location of unit(s)and layoutk with a permit application.) • Type of structure: (Circle one) Sitee M actured Home Other • What room will the mechanical und? • Will the unit be located in a basement?(circle one) \((Deiscrrib No • How will combustion air be supplied to the mechanical unit? . direct vent, air inlets, etc.) • How will the mechanical unit be exhausted to the outside? Applies to appli ces using gas, oil or wood fuel. (Indicate B-vent, direct vent,L-vent,etc.) • What year was the structure constructed? Was this structure part ofXaUD upgrade? • What type of controls will be installed? (i.e. thermostat, etc.) • Will the proposed mechanical unit be a heat source?(circle one) Yes • Additional information: Signature of Applicant Date Typical mechanical fees: Forced air furnace $ 18.30 Heat pump 18.20 Propane tank 73..00 Gas Outlets 6.20 additional outlets over 1-5 ($1.20 each after 5) Mechanical base fee 28.50 or$ 9.00 if base fee was paid on an active building or mechanical permit Freestanding unit, fireplace,pellet stove or wood stove $73.00 Final Inspection fee 73.00 AIM( Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) �� Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building applicatio i made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. ®/ 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area(sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describe property for review an inspection as may be re wired. X A A..i Owner gent/Contractor(circle one)Date: If the Total Impervious SdWace Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information ou have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the ason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/cocode/ mmissioners/index.htm Please follow the links to "Title 14,\ist ter 14.48 Stormwater Management". Regulated activities shall be conducy after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chap48 section 14.48.70).You will receive a copy of the Public Works document entitled "Managing Storm Drainage11 Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary infon d plans for Public Works to review and approve. Per Department of Public Works this document will itute n approved plan if all of the relevant details* are to be installed in their entirety AND no part of thewate system adversely affects any septic system (see Environmental Health information below). If an alternativem is to be used a plan will need to be submitted to Public Works for approval. A design by a registered profession be requi d for more complex sites. *These details are found in thment Mana ' g Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with" ut"PLEASE INITIAL BELOW TO INDE THE STO ATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on mall Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely ect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submi d to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on th or any other,parcel. If you have further questions pertaining to parcel drainage and storm ter management Mason County's Public Works Department can provide additional instructions, guidance and example (Section 14.48.130)contact Public works at: Phone: 360-427-9670 ext 50 100 W. Public Works D Shelton.WA 98584 If this development has,or will have,a septic/drainfield system you may n ed to contact Mason County Division of Environmental Health to ensure that the stormwater system will not advers ly affect the septic system of this,or any other,parcel. You may also wish to consult with the septic design professio al involved with the project.Mason County Division of Environmental Health can be reached at: Phone: 360-427-9670 ext 400 415 N. 6th St—Bldg#8 lower level Shelton.WA 98684 A condition will be added to the building permit that states, in part,that all conditions th stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop w rk order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal represent a ive,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 a MASON COUNTY COMMUNITY SERVICES Building,Planning,Envi6nn-14561 Health,Community Health Grady Hughes 10-17-18 1571 NE Tahuya Blacksmith Rd,Tahuya Permit#: BLD2018-00999 Parcel#: 22330-50-00 Project Description:Garage/Shop Dear Grady Hughes, Our office has received the revised plans for the project described above. Unfortunately, it has been determined that the required documents are incomplete or do not comply with Mason County adopted building codes. To complete the building department review, additional information will be needed, which is listed below. Plan Review Requirements/Notes: 1. A completed 2015 energy code application is required. The proposed project requires 1.5 energy credits, please review this application to determine which credits will best suit your needs. The energy code application can be found using the following link; http://www.co.mason.wa.us/forms/Community Dev/iecc wsec.pdf 2. Please submit a completed heating/cooling system sizing worksheet. This worksheet can be found using the following link; http://www.energy.wsu.edu/Documents/Heat Sizing code%20specs final 2015.xls 3. Proposed plan sheets must note the following requirements; a. Footing reinforcing steel (size and spacing) b. Anchor bolt size and spacing c. Header sizes for all openings d. Deck beam size supporting proposed 2"x 8" deck joist. e. Rafter ridge connection detail. 4. Plan sheets must note and detail braced/shear walls (location, type, size, etc.). Upon review of it appears the proposed structure will not meet or comply with the bracing methods noted in section R602 and section R301.2.2.2.5 of the 2015 International Residential Code (IRC). If proposal is to remain the same lateral engigWrir..�,will be required. Please review these sections or consult with a design professional. 5. Proposed 4"x 4"deck post have an approximately height of 9', therefore exceeding the 8' max height requirement noted in section R507 of the 2015 IRC. Post size will need to be increase to a 6"x 6"post or provide engineering supporting proposed height. *Please note that additional information may be needed once documents listed above have been received and reviewed. When you have compiled the requested information please submit it to the Mason County Building Department. Resubmissions maybe emailed to myself or delivered to the Building Department. Please ensure the permit number and name of applicant are included on the resubmitted documents. If you have any questions or concerns as it may relate to this matter,please feel free to contact me directly. Sincerely, Joshua Luck Building Inspector/Plans Examiner Mason County Building Department (360)427-9670, Ext. 726 Jluck@ CO.AM SON.WA.US Page 2 of 2 Project: Page -.-- gosh Luck Location: Floor/Deck Joist Mason County Floor Joist 615 W Alder St of [2015 International Building Code(2012 NDS)] �. Shelton,WA 1.5 IN x 11.25 IN x 16.5 FT Pressure Treated(12+4.5)@ 16 O.C. #2-Hem-Fir-Dry Use StruCalc Version 10.0.1.6 10/17/2018 10:31:34 AM Section Adequate By:6.3% Controlling Factor: Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.11 IN U1272 0.15 IN 2L/736 Dead Load 0.02 in -0.01 in Total Load 0.13 IN U1091 -0.15 IN 2U744 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 320 lb 748 lb Dead Load 69 lb 151 lb Total Load 389 lb 899 lb Uplift(1.5 F.S) -22 lb 0 lb Bearing Length 0.64 in 1.48 in SUPPORT LOADS A_ B Live Load 240 plf 561 plf 12ft B -4.sn- --- Dead Load 52 plf 113 plf Total Load 292 plf 674 plf MATERIAL PROPERTIES JOIST DATA Center Rioht #2-Hem-Fir Base Values Adjusted Span Length 12 ft 4.5 ft Bending Stress: Fb= 850 psi Fb'= 381 psi Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 0 ft Cd=1.00 C/=0.49 CF=1.00 Cr--1.15 Ci=0.80 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Fv= 150 psi Fv'= 120 psi Floor Duration Factor 1.00 Cd=1.00 Ci=O.80 Modulus of Elasticity: E= 1300 ksi E'= 1235 ksi JOIST LOADING Ci=0.95 Uniform Floor Loading Center Right Comp.-L to Grain: Fc-1= 405 psi Fc--L'= 405 psi Live Load LL= 40 psf 60 psf Dead Load DL= 10 psf 10 psf Controlling Moment: -945 ft-lb Total Load TL= 50 psf 70 psf Over right support of span 2(Center Span) TL Adj. For Joist Spacing wT= 66.7 plf 93.3 plf Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: -479 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 29.76 in3 31.64 in3 Area(Shear): 5.98 in2 16.88 in2 Moment of Inertia(deflection): 87.12 in4 177.98 in4 Moment: -945 ft-lb 1005 ft-lb Shear: -479lb 1350lb NOTES Project: _ page Josh Luck Location: Floor/Deck Joist Mason County Floor Joist 615 W Alder St of [2015 International Building Code(2012 NDS)] Shelton,WA 1.5 IN x 11.25 IN x 16.5 FT Pressure Treated(12+4.5)@ 16 O.C. #2-Hem-Fir-Dry Use StruCalc Version 10.0.1.6 10/17/2018 10:31:34 AM Section Adequate By:6.3% Controlling Factor: Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.11 IN U1272 0.15 IN 2U736 Dead Load 0.02 in -0.01 in Total Load 0.13 IN U1091 -0.15 IN 21_1744 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 320 lb 748 lb Dead Load 69 lb 151 lb Total Load 389 lb 899 lb Uplift(1.5 F.S) -22 lb 0 lb Bearing Length 0.64 in 1.48 in SUPPORT LOADS A B Live Load 240 plf 561 plf 12 n ---- as n Dead Load 52 plf 113 plf A B Total Load 292 plf 674 plf MATERIAL PROPERTIES JOIST DATA Center Right #2-Hem-Fir Span Length 12 ft 4.5 ft Base Values Adjusted Unbraced Length-Top 0 It 0 ft Bending Stress: Fb= 850 psi Fb'= 381 psi Unbraced Length-Bottom 0 ft 0 ft Cd=1.00 CI=O.49 CF=1.00 Cr-1.15 Ci=O.80 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Fv= 150 psi Fv'= 120 psi Floor Duration Factor 1.00 Cd=1.00 Ci=O.80 Modulus of Elasticity: E= 1300 ksi E'= 1235 ksi JOIST LOADING Ci=0.95 Uniform Floor Loading Center Right Comp.-L to Grain: Fc-1= 405 psi Fc--I-'= 405 psi Live Load LL= 40 psf 60 psf Dead Load DL= 10 psf 10 psf Controlling Moment: -945 ft-lb Total Load TL= 50 psf 70 psf Over right support of span 2(Center Span) TL Adj. For Joist Spacing wT= 66.7 plf 93.3 plf Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: -479 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 29.76 in3 31.64 in3 Area(Shear): 5.98 in2 16.88 in2 Moment of Inertia(deflection): 87.12 in4 177.98 in4 Moment: -945 ft-lb 1005 ft-lb Shear: -479lb 1350lb NOTES Electric FloorvWarming I Electric Floor Warming Mats 9/12/18,10:26 AM ^ -(/media/1 168/st tanematinsta11c_ pgJ i. s �.� i 1� „11'kairth �i s a� _� RECEIVED Z - OCT 16 2018 'i 615 W. 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Ft. 12001224ST 12001224ST Specifications hrn•/lenrnnnh rnmli nrinnr_cnl IIt; irI^nm It-a in nrrfr_f innr_h—rinJ/8 Dann A of 1!1 l Electric Floor'Warming I Electric Floor Warming Mats 9/12/18, 10:26 AM SunStat Command Uindoor-solutions/floor-heating-thermostats/#SunStat Command) The SunStat Command is an excellent option for controlling indoor products.This thermostat offers a Full-featured touch screen with a variety of programming options that ensure maximum flexibility and energy savings. Accessories (/indoor-solutions/floor-heating-installation-accessories- LoudMouth Monitor(/indoor-solutions/floor-heating-installation-accessories/#LoudMouth Monitor), We have a variety of products that will ease the installation process.The LoudMouth monitors electric heating wire elements during the entire installation process and sounds an alarm if the heating elements are cut or damaged. Your SunTouch Experience J^ ..havc w . . ..... ,. ...,eta 1:1— -U-- Submit Your Story(/oantact) • Home((I • Careers(http://www.wattswatercom/Careersl • Investors(ham://ww•w.wattswater.com/Investors) • Terms of Use(/terms-of-use) • Privacy Policy(/ ivacy-polic-y)i • CA-CA Supply Chain Disclosure http://www.watt.swater.com/CA-Suwy--Chailil ®2018 SunTouch,A Watts Brand(htti2://www.wattswatercom/1.All rights reserved � (tiltrK•//��iunu IinlP.lin�•rim/r•nm�amr/�uallc_walPr_IP�•h�r�l��ois+cl • (http:///www.youtube.com/suntouch) http://suntouch.com/indoor-solutions/tapemat-electric-floor-heating/# Page 10 of 10 Electric Floor Warming I Electric Floor Warming Mats 9/12/18,10:26 AM Voltage: 120 Volts Width: 2' Length: 35' 2'x 40' 80 Sq. Ft. 12004024ST 12004024ST Specifications Voltage: 120 Volts Width: 2' 1.a""th• An' 2' ' 90 Sq. 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