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HomeMy WebLinkAboutPermit D17-0018 - YOUNG RESIDENCE - RETAINING WALLYOUNG RESIDENCE RETAINING WALL 14262 55 AVE S 017-0018 Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 3365900105 Permit Number: 14262 55TH AVE S Issue Date: Permit Expires On: YOUNG RESIDENCE - RETAINING WALL D17-0018 4/3/2017 9/30/2017 Owner: Name: Address: YOUNG JAMES R+LAURA A 14262 55TH AV S , TUKWILA, WA, 98168. Contact Person: Name: MIKE PERNACK Address: 50 BIG BEAR PL NW , ISSAQUAH, WA, 98027 Contractor: Name: WARD & SONS LLC Address: PO BOX 2569 , VASHON ISLAND, WA, 98070 License No: WARDSSL957P5 Lender: Name: LAURA AND JIM YOUNG Address: 14262 55TH AVE S , TUKWILA, WA, 98168 Phone: (425) 392-1611 Phone: (206) 914-8370 Expiration Date: 12/24/2017 DESCRIPTION OF WORK: ADD NEW CONCRETE RETIALING WALL AT THE REAR NE CORNER OF PROPERTY The retaining wall is less than four feet high. Project Valuation: $10,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $561.42 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewailk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 98 Number: 0 No Permit Center Authorized Signature: Date: q,'��; I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatur, l/ 7) Print Name: U/l. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: y/3// PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: ***PUBLIC WORKS PERMIT CONDITIONS*** 0 0 8: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 9: Any material spilled onto any street shall be cleaned up immediately. 10: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 11: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 12: The Land Altering Permit Fee is based upon an estimated 98 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 5040 LAND ALTERING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. D Project No. Date Application Accepted: Date Application Expires: yf 1 \ 11 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Y1)4 9:1)0.--0/CPS Site Address: f2t 7-5 Aw. 4, ,v W/y5 LikaSuite Number: Floor: Tenant Name: PROPERTY OWNER Name: Address: /0/1 j .7-fn¢4v f !T �-ID �7 'State:,, w Zip: 7&74S -- Ci //witA CONTACT PERSON — person receiving all project communication Name: iii i 4 f212,,,,,04,4,___ asii,Aiiir.a.- Address: O ie.- ft_ � i.) City: 2)�Livt4i1 State: WA. Zip:�i/vr!�. 4PM/ EJ Pho 23 1 �A `/,I Fax: _All Email: M II 9 S;DcoA t0 01 A4 AA I /.AM — Jr v.7 GENERAL CONTRACTOR INFORMATION Company Name: A, ,4- - s rt 1FAYpp -_-- �Q Address. ' 25' � fox City: State: Zip: Phone:204,571z I j Fax- ...------- Contr Reg Ned 4.41 ,5 Exp Date:/�4/ Tukwila Business License No.: w wdsa,s 11c ��la t;Q. H:\Applications\Porms-Applications On Line \201 I Applications\Permit Application Rcviscd - 8-9-1 I.docx Rcviscd: August 2011 bh New Tenant: `f Yes J..No ARCHITECT OF RECORD Company Name: ',r �1leLNA Company Name: cgi ��,j ife€�% Architect Name:it S het EmailM % tekthotetiniteleer11016 lo eilovaAt. ilA Address Q`/ , ,e l z' A4 co. City/ » State: 4 Zi91.0.1 Phone:t $ Z /6.f /Fax: Email:/ t)A.A.a. ,mlit' , ev ENGINEER OF RECORD Company Name: ',r �1leLNA Engineer Name: iti,t 1 `vt. ,4 1 1�/�G7 Address: {�� �/v I , E `" City:p Q State, / //► Zip / . 'N'� Phon ff.: )2�!%, Fax: EmailM % tekthotetiniteleer11016 lo eilovaAt. ilA LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) NamLva4 „At/Nil 0 �,� , Address24 2 6517-0!6 :/� City: 7 /x, '41 State, 'p Zi i 'M r Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ /4°0—ere Existing Building Valuation: $ Describe the scope of work (please provide detailed information): coP fat; en Will there be new rack storage? 1 Yes J.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? (l Yes [1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: L Sprinklers _I Automatic Fire Alarm U None 11 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 1 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l't Floor • rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage . Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? (l Yes [1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: L Sprinklers _I Automatic Fire Alarm U None 11 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 1 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ] ...Tukwila ] ...Water District 11125 J ...Water Availability Provided Sewer District J ...Tukwila .1 ...Sewer Use Certificate ] .. Highline .J... Valley View .J .. Renton .J... Sewer Availability Provided ] .. Renton .J .. Seattle Septic System: J On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ] ...Civil Plans (Maximum Paper Size — 22" x 34") J ...Technical Information Report (Storm Drainage) J ...Bond J .. Insurance J .. Easement(s) Proposed Activities (mark boxes that apply): .1 ...Right-of-way Use - Nonprofit for less than 72 hours .1 ...Right-of-way Use - No Disturbance J ...Construction/Excavation/Fill - Right-of-way J Non Right-of-way .J ...Total Cut .1 ...Total Fill cubic yards cubic yards J .. Geotechnical Report J .. Maintenance Agreement(s) .1...Traffic Impact Analysis J ...Hold Harmless — (SAO) J ...Hold Harmless — (ROW) J .. Right-of-way Use - Profit for less than 72 hours J .. Right-of-way Use — Potential Disturbance .. Work in Flood Zone `� .. Storm Drainage J ...Sanitary Side Sewer J .. Abandon Septic Tank J .. Grease Interceptor J ...Cap or Remove Utilities J .. Curb Cut J .. Channelization J ...Frontage Improvements J .. Pavement Cut J .. Trench Excavation ] ...Traffic Control ] .. Looped Fire Line ] .. Utility Undergrounding J ...Backflow Prevention - Fire Protection Irrigation Domestic Water J ...Permanent Water Meter Size... WO # .J ...Temporary Water Meter Size .. WO # ] ...Water Only Meter Size WO # ]...Deduct Water Meter Size " _.J ...Sewer Main Extension Public U Private. __I ...Water Main Extension Public 11 Private ,_I FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) J...Water .1 ...Sewer Monthly Service Billing to: Name: J ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applicat ions\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZEENT: Signature: Print Name: /li , - rg$P-NAP-4e— Day Telephone: Mailing Address: 6.0 #ice ,e54/e , , • A Ii% Date: Z .e -1'/' /114 %e4e H:\Applicationfforms-Applications On Line \20I I Applications\Permit Application Rcviscd - 8-9-11.docx Rcviscd: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt. City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $60.50 D17-0018 Address: 14262 55TH AVE S Apn: 3365900105 $60.50 PUBLIC WORKS $60.50 GRADING PLAN REVIEW GRADING PERMIT ISSUANCE TOTAL FEES PAID BY RECEIPT: R11196 R000.345.830.00.00 R000.342.400.00.00 0.00 0.00 $23.50 $37.00 $60.50 Date Paid: Monday, April 03, 2017 Paid By: LAURA AND JIM YOUNG Pay Method: CHECK 5373 Printed: Monday, April 03, 2017 11:15 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $500.92 D17-0018 Address: 14262 55TH AVE S Apn: 3365900105 $500.92 DEVELOPMENT $486.32 PERMIT FEE R000.322.100.00.00 0.00 $292.01 PLAN CHECK FEE R000.345.830.00.00 0.00 $189.81 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10710 R000.322.900.04.00 0.00 $14.60 $500.92 Date Paid: Wednesday, February 01, 2017 Paid By: YOUNG JAMES R+LAURA A Pay Method: CHECK 5370 Printed: Wednesday, February 01, 2017 12:00 PM 1 of 1 CPR,'SYSTEMS INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION NO. PERMIT NO. Project: 'j 4/AJ'66 i lb Typi of Inspection: bul i/Jo- fi tL.. Address )'/x"2 . 4 AV S Date Called: Special Instructions: • ROZ{ a th A)16 1/41.4, Date Wanted 6 21 n. T Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: oK tki-D/v(- ff L Inspector: S Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Probe :'' 11rr 4:' V,wJ? rCitA./Ci� Type of pection: r k 11 AJJ Address: 17 #1262-Sc Date Called: Special Instructions: • AIM/4Z, ALL Date Wanted:` C. /! 17 m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Oate:5 .// v 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd,. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .b17- Oomm Proj�9c`t: ,, Typ Inspection: Address:A Date Called: Special Instructions: C%1�aAil AI& WALL Date Wanted 2�/7 a.m. p.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A,, " , Date),), ._7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be, paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. IJJSPECTION RECORD Retain a copy with permit Ail -a0/? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 PProject:Type YeA& ir2 A cc spection: 077,7) Address: /42O2 Date Called: Special Instructions: PET WFAJ& ���.. 4ket"/— CALL Date Wanted: ^� Z. ! a.m . m. Requester: Al -HAV J Phone No: 246- siel S419 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: c*- fi,077-11 Inspector: 3f Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ICHELL ENGINEERING INC. sem,. mPw�- FILE 7821 - 168th Ave, Redmond, WA'. (425) 747- mitchellengineeringinc@comca. 61/J-.4: VL724,t' /L /7iT 47A01/44h . ki .7.; A7M te4J *A72112, REVIEVVED FOR CODE COMPLIANCE APPROVED MAR 10 2011 City of Tukwila BUILDING DIVISION PREPARED BY DATE PROJECT SUBJECT RECEIVED MAR 0 2 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF:TUKWILA FEB 0 1 2017 PERMIT CENTER Dii,601`‘ Ydlfd7 SHEET NO. dOF ,� JOB NO. 7/L'-752 Bing Maps - Directions, trip planning, traffic cameras & more MITCHELL ENGINEERING INC. :11 https://www.bing.com/map 7821 - 168th Ave. N.I Redmond, WA 9805 (425) 747-150 mitchellengineeringinc@comcast.m xo •••••••••••••m..... ..-••••••••••• ame•aat .00 0.110,10IIMPIVI 5}z- 9Tx CotIA14,14, sgamertmee.• MIN••••=1...- =Rm.. ••••••••••••• ammo!. _44rA /411pAIL 4a t"4 42 1 of 2 2/1/2017 8:16 AM Criteria. i Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel Wind on Stem Soil Data mrsorsormiNNJ 4.00 ft Allow Soil Bearing = 1,500.0 psf • 0.00 ft Equivalent Fluid Pressure Method Heel Active Pressure - 35.0 psf/ft • 0.00 :1 Toe Active Pressure • 0.00 In Passive Pressure 0.0 ft Soil Density = 0,0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure, NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1 Axial Load Applied to Stem Axial Dead Load Axial Live Load = Axial Load Eccentricity = 0.0 lbs 0.0 lbs 0.0 in *Design Summary Wail Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc. Soil Pressure Toe Soil Pressure T§ Heel Allowable Soil Pressure Less ACI -Factored @ Toe ACI Factored @ Heel • 3.73 OK • 1.56 0K • 1,444 lbs 1.66 in = 684 psf OK = 367 psf OK 1,500 psf Than Allowable = 756 psf = 405 psf Footing Shear Toe = 1.6 psi OK Footing Shear rg Heel = 4.8 psi OK Allowable • = 76.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force less 100% Passive Force = less 100% Friction Force = Added Force Req'd = ....for 1.5:1 Stability = Load Factors Deao Live Load Earth, H Wind, W Seismic, E 396.7 lbs 86.8 lbs 532.2 lbs 0.0 lbs OK 0.0 lbs OK 1.200 1:600 1.800 1.600 1.000 FootinglISoil Friction Soil height to Ignore for passive pressure 35.0 psf/ft 250.0 psf/ft 110.00 pcf 0.400 Footing Dimensions & Strengths 0.75 ft • 2.00 = 2,75 = 10.00 in • 0.00 in = 0.00 in ▪ 0.00 ft Tae Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 0.00 in fc = 2,000 psi Fy = 40,000 pal Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover g Top = 2.00 in (cD Btm.= 3.00 in Lateral Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom 0.0 #/ft = 0.00 ft • 0.00 ft Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data Top Stem Adjacent Footing Load Adjacent Footing Load = Footing Width = Eccentricity = Wail to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0bs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 ft= Stem OK 0.00 Concrete 8.00 # 4 18.00 Edge fb/FB + fa/Fa = 0.244 Total Force Section lbs = 448.0 Moment....Actual ft# = 597.3 Moment Allowable = 2,447.6 Shear Actual psi = 6.0 ShearAllowable psi = 67.1 Wall Weight = 100.0 Rebar Depth `d' in = 6.25 LAP SPLICE IF ABOVE In = 13.95 LAP SPLICE IF BELOW In = HOOK EMBED INTO FTG in = 6.26 Masonry Data t'm Fs Solid Grouting Special Inspection Modular Ratio Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data Fy psi = psi = = Medium Weight = ASD psi = 2,000.0 psi = 40,000.0 Footing Design Results Toe Heel Factored Pressure = 756 405 psf Mu' : Upward = 204 411 ft-# Mu' : Downward = 42 846 ft-# Mu: Design = 161 435 ft-# Actual 1 -Way Shear = .1.58 4.81 psi Allow 1 -Way Shear = 76.03 76.03 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S " Fr Heel: Not req'd, Mu < S " Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Item Ibs ft ft-# Heel Active Pressure = 408.8 1.61 Toe Active Pressure = -12.2 0.28 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soli = 658.7 -3.4 Total = 396.7 o.T:M. = 655.3 Resisting/Overturning Ratio = 3.73 Vertical Loads used for Soil Pressure = 1,444.4 Ibs Vertical component of active pressure used for soil pressure RESISTING Force Distance Moment Ibs ft • ft-# Soil Over Heel = 586.7 2.08 Sloped Soil'Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = . 0.00 Soil Over Toe Surcharge Over Toe Stem Weight(s) • Earth @ Stem Transitions Footing Weight Key Weight Vert. Component 400.0 1,08 343.8 1.38 113.9 2.75 Total= 1,444.4 Ibs R.M.= 1,222.2 433.3 472.7 313.3 2,441.5 DESIGNER NOTES: Criteria Retained Height Wail height above soil Slope Behind Waif Height of Soil over Toe Water height over heel 6.00 ft 0.00 ft 0.00: 1 0.00 in 0.0 ft Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel 0,0 psf Used To Resist Sliding 8i -Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = 0.0 lbs 0.0 lbs 0.0 in *Design Summary � Nall Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc, 3.30 O1< 1.60 OK 2,941 lbs 3.80 In Sol Pressure 0 Toe = 1,182 psf OK Soft Pressure 0 Heel = 387 psf OK Allowable = ' 1,500 psf Soli Pressure Less Than Allowable ACI Factored 0 Toe = 1,303 psf ACI Factored 0 Heel = 427 psf Footing Shear @ Toe = 0.5 psi OK Footing Shear 0 Hee! _ 8.9 psi OK Allowable = 76.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Farce = 840.0 lbs less 100% Passive Force = - 125.0 lbs less 100% Friction Force = - 1,216.1 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 lbs OK Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Hee! Active Pressure = 35.0 psf/ft • 35.0 psf/ft = 250.0 psf/ft = 110.00 pcf = 0.450 Toe Active Pressure Passive Pressure Soil Density Footingl)Soil Friction Soil height to ignore for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom • 0.0 ft/ft 0.00 ft • 0.00 ft Stem Construction Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Design Height Above Ftg • Wail Material Above "Fit" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data ft= Top Stem Stem OK 0.00 Concrete 8,00 # 4 • 16.00 = Edge Footing Dimensions & Strengths 0.75 ft 3.00 . Toe Width Heel Width Total Footing Width • 3.75 Footing Thickness 12.00 in Key Width = 0.00 in Key Depth • 0.00 In Key Distance from Toe = 0.00 ft fc = 2,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pof Min. As % = 0.0018 Cover tai Top = 2.00 in dCi atm.= 3.00 in Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 lbs 0.00 ft 0.001n 0.00 ft Line Load 0,0 ft 0.300 fb/FB + fa/Fa Total Force Section Moment....Actual Moment.....Aliowable Shear Actual ShearAllowable Wall Weight Rebar Depth 'd' LAP SPLICE tF ABOVE in = LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 6.26 Masonry Data lbs = ft4 = psi = psi = in = 0.734 1,008.0 2,016.0 2,746,1 13.4 67.1 100.0 6.25 13.95 fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data Fc Fy psi= psi = Medium Weight = ASD psi = 2,000.0 psi = 40,000.0 Footing Design Results -1 Toe Heel Factored Pressure = 1,303 427 psf Mu' : Upward - 350 1,656 ft-# Mu' : Downward L.- 51 3,538 ft4 Mu: Design - 299 1,882 ft-# Actual 1 -Way Shear = 0.46 8.93 psi Allow 1 -Way Shear = 76.03 76.03 psi Toe Reinforcing = None Spec'd Hee! Reinforcing = # 4 @11.25 In Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings . Toe: Not req'd, Mu < S * Fr Heel: Not req'd, J lu < S * Fr Key: No key defined Summa of Overturnin • & Resistin . Forces & Moments ...OVERTURNING _ ..::....,.. Force Distance Moment .....RESISTtNG.e.. Item lbs ft ft-# Force Distance Moment lbs ft ft-# Heel Active Pressure = 857.5 2.33 2,000.8 Soil Over Heel = - 1,540.0 2.58 3,978.3 Toe Active Pressure -17.5 0.33 -5.8 Stoped Sail Over Heel = Surcharge Over Toe = Surcharge Over Heel Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = Load @ Stem Above Soil = 0.00 Sail Over Toe _ Surcharge Over Toe Stem Weights) Earth @ Stem Transitions = 600'0 1.08 650.0 Total = 840.0 0.T.M. = 1,995.0 Footing Weight Resisting/Overturning Ratio = 3.30 Key Weight =2 5 1.88 1,054.7 Vertical Loads used for Soil Pressure = 2;941.5 'Ips Vert. Component 239.0 3.75 896.2 Vertical component of active pressure used for soil pressure Total = 2,941.5 lbs R.M.= 6,579.2 DESIGNER NOTES: lai../1444-16z STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (LB.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN-PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES MITCHELL ENGINEERING INC. i?py 7821 - 168th Aire. N Redmond, WA. 98( (425) 747-1` mitch ellengineeringinc@coincast.i 5',.c. -77,J � l a AA/ 1/4 i5e4A #6Y 071444- ZkL�� 4 CASA 5,---r4../ ria gipidext, ex=s ormiow od 4144k LeviM -1 [4, City of Tukwila Allan Ekberg, Mayor Department of Community Development February 13, 2017 MIKE PERNACK 50 BIG BEAR PL NW ISSAQUAH, WA 98027 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0018 YOUNG RESIDENCE - RETAINING WALL - 14262 55TH AVE S Dear MIKE PERNACK, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. If the retaining wall is higher than 4 foot then it needs to meet minimum setback of 5 feet from the side property line and 10 feet from the rear property line. Or alternately you can terrace the lot so that height of the retaining wall does not exceed 4 feet. See TMC 18.50.150 for waiver criteria. Since the 6 foot section of the wall will be visible from the adjacent property it does not appear to meet the waiver. criteria. 18.50.150 Retaining Wall Setback Waiver Retaining walls with an exposed height greater than four feet may be allowed in required front, side and/or rear yard setbacks under the following circumstances: 1. When the applicant's property is on the lower side of the retaining wall and it is not visible from adjacent properties or is screened by landscaping; or 2. When a wall built on a property line or perpendicular to it benefits the lots on both sides, and the owners of both properties agree to jointly maintain the wall; or 3. When a wall in a front yard is required due to roadway expansion or improvements. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Show retaining wall setbacks per Planning Dept. requirements. 2) If access from the adjacent north and south properties is required or excavation will partly take place on these properties, please submit a written approval from these property owners. 3) What is the amount of cu yards of dirt that need to be imported to the site for backfill. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or :other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Bill Rambo Permit Technician File No. D17-0018 6300 Southcenter Boulevard Suite #100 ® Tukwila Washington 98188 v Phone 206-431-3670 ® Fax 206-431-3665 PERMIT COORD COPY d' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0018 DATE: 03/01/17 PROJECT NAME: YOUNG RESIDENCE - RET WALL SITE ADDRESS: 14262 55 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ CJSAux- Public Works Fire Prevention Structural MDfrP12-� Planning Division 7 Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/02/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/30/17 Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire E Ping ❑ PW ❑ Staff Initials: 12/18/2013 CPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0018 DATE: 02/02/17 PROJECT NAME: YOUNG RESIDENCE — RETAINING WALL SITE ADDRESS: 14262 55TH AVE S X Original Plan Submittal _ Response to Correction Letter # Revision # after Permit Issued Revision # before Permit Issued DEPARTMENTS: Building Division CO CR x'17 FI Public Works A-1,\ iV/ - )=-0--17 tit (ovi Z Fire Prevention Structural 0,1 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/02/17 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: Approved with Conditions n Denied (ie: Zoning Issues) 03/02/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping [ PW Staff Initials: iv18/2013 City of Tukwila E l ie l ,aliwct.. ew 030v, Department of Community Development 6300 Southcenter Boulevard, Suite #100 „ •*etc., Tukwila, Washington 98188 Phone: 206-43I-3670 (,,3 "'ji`.,� Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision sitbhtlttalsrmmusrbe'nib-milted in person at the Pernut Center: the snail, fax, etc. Date: `? 6-7 • Response to Incomplete Letter # Plan Check/Permit Number: Response to Correction Letter # 1 Revisions will not be accepted through - D17-0018 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Young Residence — Retaining, Wall Project Address: 14262 55 Ave S411,6. Contact Person: it el, 22/10+8 Phone Number: ( 2_ // Summar y -o1 Rtvisi Metti—r-,* i,V4 wA LL mu, M - ttt ti Atf-ac i T i1aK 'fin °�.... * e N d,2 92 L1it4 3 . ut,et.. RECEIVED CITY OF TUKWILA FEB 2 7 2017 PERMIT CENTER tak 136, Ir ea IP.; oHa-- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J OCUM& Chr, 1%I& £4 1t. A 0 Entered in TRAKiT on 1applications\forms-applications on line\revision submittal Created: 843-2004 Revised: WARD & SONS LLC 0 Washington State Department or Labor & industries O Horne Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index Help Mc LC1 Workplace Rights Trades & Licensing WARD & SONS LLC Owner or tradesperson Principals WARD, RICHARD G, PARTNER/MEMBER WARD, NATHAN R, PARTNER/MEMBER WARD, HEIDI NICOLETTE, PARTNER/MEMBER WARD, CHRISTOPHER R, PARTNER/MEMBER (End: 11/09/2015) Doing business as WARD & SONS LLC WA UBI No. 602 530 729 P 0 BOX 2569 VASHON, WA 98070 206-914-8370 KING County Business type Limited Liability Company Governing persons HEIDI N WARD NATHAN R WARD; RICHARD G WARD; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WARDSSL957P5 Effective — expiration 11/04/2005-12/24/2017 Bond Wesco Insurance Co Bond account no. 46W B034285 $12,000.00 Received by L&I Effective date 09/03/2013 09/01/2013 Expiration date Until Canceled Bond history Insurance Contractors Bonding & Insuranc Policy no. C11 SG3447 Received by L&I $1,000,000.00 Effective date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602530729&LIC=WARDSSL957P5&SAW= 3/14/2017 WARD & SONS LLC 07/11/2016 09/01/2013 Expiration date 09/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 630.878-00 Doing business as WARD CUSTOM MASONRY Estimated workers reported Quarter 4 of Year 2016 "Less than 1 Workers" L&I account representative TO / ALAN NESSETH (206)515-2846 - Email: NESS235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602530729&LIC=WARDSSL957P5&SAW= 3/14/2017 12 rr�-- I s 11:2S Lc. Pi ISS:' AR'aTE PERMIT F QU tD FOR: Creasclizniazi alectri l 0/Plumbing City of Tukwila ila BIJILDJNG DIVISION alt bo made to the scope of work without prior approval of t Tuktvi!a Building Division - P40TE: Revis ons wilt require a new plan subm.� tal and may inctud3 add tan 1 Wan rc1/13 law^. 1 %an rav a i approval b .. Cit j j c 11s210n3. 417,7%7/C.11 of censtruc Ion dCCUIR $.s da 3 not authorize .iii Ct €ftp/ E:::::::. I 0:;f3 C7 C. iiZIIII. Re.csip't it F :r CE c �w'an's is cg's ;ledged: / .� Ta. PHONE: TAX PARCEL NUMBER:- ( e.7 r`'if � �'' PERMIT NUMBER:_ --- cock_ Er fron = 7i)(S f _ SITE Site Address Zoning ?Code Lot Area Lot Coverage Allowed Actual Lot Coverace (Fact Print) Pervious/Impervious Area Allo.4able r re ghtlAv2rago Cade . cz,Jzi t'te:g :.iHt Above Avg. Grade Parting Required Parking Provided • Set Backs REQ , Fr nt Yard REO. Rear Ya r R`'fi S E � a:• R 5,Ce Yard - Occupancy Occupancy Cr Separations Construction Tye Building Size Existing St Lower Level First floor Second Floor Livable Area Third Floor Total So. Ft. 41 _�74i i)-;; ice (AI ! `jr, ,'"/C:71 \Ion Livable Area `t Garage Carport Deck Heat System To Be insulation Ceiling R -38/R-30 Vaulted Walls R-21 Floor R-30 Slab R-10 All Windows To Be Double Glazed All Doors to Be Weather Stripped c 1/100614 1-fiX1 Pipe/Lis. T>/Aiej-: .4, i I rj I i _/ J ret— j `4322 'REGISTERED ;AHCHI r _C) MICHAEL J. PERNA(: STATE OF WASHINGTON .4 50 RIG FIFAn Pt N W. ISSA©UAH yIi 52027 A 1-(_ ., 4iECEIVED CITY OF TUKWILA FEB 01 2017 PERMIT CENTER 0 U {425}392-1611 mip50design@gmaii.com (R'F3cJQCT NAV Ye. u .")JEcT SHEE T TITLE t SI•-iEET r7 T E