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Home My WebLink AboutPermit D19-0220 - MULTANI 35TH AVE RESIDENCE - NEW SINGLE FAMILY RESIDENCEMULTANI 35TH AVE RESIDENCE 14032 35TH AVE S FINALED 02/25/2022 D19-0220 Parcel No: Address: ��^� °~�l[ �"°x^U ~~�� uvn Tukwila Department mfCommunity Development 63O0SouthcenterBoulevard, Suite #1OO Tukwila, Washington 9820U Phone:2O6'4]1']G7O Inspection Request Line: 206-438'9350 Web site: http://www,TukwilaWA.gov COMBOUR PERMIT 1523049007 Permit Number: D19-0220 Project Name: MULTANI 35TH AVE RESIDENCE Issue Date: 1/10/2020 Permit Expires On: 7/8/2020 Owner: Name: BRIDGE LYL[D I4O3Z3STHAVE S,SEAlTLE'WA, 98146 Contact Person; Name: PAULW1ULTAN| Contractor: Name: MUUAN|CUSTOM HOMES UC License No: K4ULTA[M891NR Lender: PAULW1ULTAN| Phone: (206)501-6467 Expiration Date: 8/19/202I DESCRIPTION OF WORK: CONSTRUCTION OFSINGLE FAMILY RESIDENCE, DRIVEWAYS, STORM DRAINAGE, UOUTES. Project Valuation: $390,578.51 Type ofFire Protection: Sprinklers: Fire Alarm: Type u/Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $13'88I.33 Occupancy per IBC: RZ Water District: 125 SewerDisthct: VALLEYV|EVV 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: National Electrical Code: VVACities Electrical Code: VVA[Z96-46B: WA State Energy Code: 2017 20172017 2015 Public Works Activities: [hanneUzahon/Shping: Fire Loop Hydrant: Flood Control Zone: Hav|in0/OvenizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 139 Fill: 125 Number: 0 1 1 No Permit Center Authorized Signature: Dale: 0/ 6 |hearbycertify that | have read and examined this permit and know the same tobetrue and correct. All provisions of|avnand 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 (oo| |amo regulating construction or the performance of work. | am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. � �� D�' e� / ~��c�� /''� � _ This permit shall become null and void ifthe work bnot commenced within lDUdays for the date ofissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: l: Anapproved automatic fire sprinkler extinguishing system isrequired for this project. (City Ordinance #l436) 2: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval of drawings prior to installation or modification, New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tnthe Tukwila Fire Prevention Bureau. Nnsprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall beArabic numbers oralphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width ofO.6 inch (12Jmm). (|F[505.l) 5: Adequate ground ladder access torescue windows shall beprovided. Landscape aflat, l2'deep by4'wide area be|oweach required rescue window. (City Ordinance #243S) 6: maximum grade for all projects is l0!Wwith a cross slope nogreater than 5Y6. (|F[ DI03.2) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and 4Z437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approva|ofsuch condition o/violation. D: These plans were reviewed byInspector 5lI. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)575-4407. g: 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. 10: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 11: When special inspection isrequired, either the owner orthe registered design professional inresponsib|a charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 12: Truss shop drawings shall be provided with the shipment oftrusses delivered tothe job site. Truss shop drawings shall bear the sea] and signature of a Washington State Professional Engineer, Shop drawings shall be maintained on the site and available tothe building inspector for inspection purposes. 13: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed inconcealed spaces inbuildings ofType U|,IV, orVconstruction, the flame spread and smoke - developed |imitadonsdonutapp|ytofadn8s'thatareinstaUedbehindandinxubatantia|contnoLviththe unexposed surface nfthe ceiling, wall o,floor finish. 14; Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report. Special inspection isrequired. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: Notify the City ofTukwila Building Division prior tuplacing any concrete. This procedure )sinaddition tn any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: All construction noise tobeincompliance with Chapter 822of the City ofTukwila Municipal Code. Acopy can beobtained atCity Hall inthe office of the City Clerk. 19: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. Aminimum distance of4'inches shall bemaintained above the controls with the strapping. ZO: womechanical equipment should beemployed intree critical root zone. 21: Nomechanical equipment should beemployed intree critical root zone. 22: Recommend utilization of air spade for covered soils following removal of asphalt. 23: 'PUBLIC WORKS PERMIT [OmD|T0NS*+* 24: Min. 48hors inadvance the applicant shall call (ZO6)4]8'9550 tnschedule amandatory pre -construction meeting with Public Works Inspector. The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion ofwork atleast Z4hours inadvance. All inspection requests for utility work must also bemade Z4hours inadvance. 35: Applicant shall obtain sanitary sewer permit from Valley View Sewer District at (206)242-3236 and water meter from Water District #125ot(206)24Z'9S47. 37: The Geotech of record shall observe grading and storm drainage installation and submit a letter stating that the site was constructed in accordance with the Geotech report prior to final Public Works permit sign -off, 25: Permit isvalid between the weekday hours n/7:OOa.m.and 5:0Up.m.only. Coordinate with the Public Works Inspector for any work after 5:OOp.m.and weekends, 26: work affecting traffic flows shall be closely coordinated with the Public Works Inspector, Traffic Control Plans shall besubmitted tothe Inspector for prior approval. 27: The City u/Tukwila has anundenK/nundin8ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. !1 28: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 29: Any material spilled onto any street shall be cleaned up immediately. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 31: 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. 32: The Land Altering Permit Fee is based upon an estimated 139 cubic yards of cut and 125 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. 33: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 beet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 34: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval, 36: Before permit can. be issued: a) a Hold Harmless Agreement for Work inside the City Right of Way shall be executed with notary b) copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured) shall be submitted - received by PW on 01/06/2019 c) Traffic Concurrency Cert Application $300.00 fee shall be paid before permit issue. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 2000 GAS PIPING FINAL 0606 GLAZING 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 1800 MECHANICAL FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 5090 STORM DRAINAGE 5100 STREET USE 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. Project No.: -0 o Date Application Accepted: Date Application Expires: (For office use only) COMBINATION PERMIT APPLICATION NEW SINGLE FAMILY 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.: 1523049007 Site Address: 14032 35th Avenue S. Tukwila 98168 PROPERTY OWNER Name: Multani Custom Homes LLC Address: 9524 S 237th Place City: Kent State: WA Zip: 98031 CONTACT PERSON — person receiving all project communication Name: Paul Multani Address: 9524 S 237th Place City: Kent State: WA Zip: 98031 Phone: (206) 501-6467 Fax: Email: paulmultani@hotmail.com GENERAL CONTRACTOR INFORMATION Company Name: Multani Custom Homes LLC Address: 9524 S 237th Place City: Kent State: WA Zip: 98031 Phone: (206) 501-6467 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architects Northwest Architect Name: Jeffrey DeRoulet Address: 18915 142nd Ave NE City: Woodinville State: WA Zip: 98072 Phone: (425) 485-4900 Fax: Email: charles@architectsnw.com ENGINEER OF RECORD Company Name: Land Development Engineering Engineer Name: Tim Schriever Address: PO Box 33 City: Woodinville State: WA Zip: 98072 Phone: (206) 669-5218 Fax: Email: t@civilsiteplan.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: foi d L(141AllfriA4 Address- Z City: 3 Ste:'Zip: A i • HAApplicationsTorrns-Applicalions On Line \ 201 1 ApplicationslConabiaantion Perron Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 197,640.00 Scope of work (please provide detailed information): Construction of Single Family Residence, driveways, storm drainage, utilities. DETAILED BUILDING INFOIftAMTION— PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 0 I" floor 0145 2nd floor 1 562___ Garage (ZJ carport ❑ 9435� Deck - covered ❑ uncovered m 112 Total square footage 3,294 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER. OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: g SOO.00 Value of mechanical work $ 1 1 furnace <100k btu thermostat 0 emergency generator 1 appliance vent 1 wood/gas stove 1 0 other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 2 bathtub (or bath/shower combo) 0 bidet dishwasher floor drain 5 lavatory (bathroom sink) sink water heater (gas) 0 Lawn sprinkler system 1 1 0 1 fuel type: U electric ragas 1 ventilation fan connected to single duct water heater (electric) 1 1 3 clothes washer shower water closet 0 gas piping outlets H:\Applications\Forms-Applications On Linn \201 I Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bb Page 2 of 4 lin a IP (PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed infolination): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRJCT _Tukwila ... Water District #125 0 ...Letter of water availability provided SEWER DISTRICT 0 ...Tukwila 0 ...Sewer use certificate Highline Valley View CI .. Renton 0...Letter of sewer availability provided D .. Renton CI.. Seattle SEPTIC SYSTEM: On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): 0 ...Civil Plans (Maximum Paper Size — 22" X 34") El ...Technical Information Report (Storm Drainage) Geotechnical Report D- 0 ...Bond 0 .. Insurance Easement(s) 0 .. Maintenance Agreement(s) County Health Department. .Hold Harmless — (SAO) .Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): VI ...Right -Of -Way Use - Potential disturbance [1] „Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. VI VI ...Total Cut 50 Cubic Yards .. Work In Flood Zone 21 ...Total Fill 50 Cubic Yards .. Storm Drainage VI ...Sanitary Side Sewer 0 .. Abandon Septic Tank VI .. Trench Excavation 0 ...Cap or Remove Utilities El .. Curb Cut 0 ..Utility Undergrounding 0 ...Frontage Improvements VI .. Pavement Cut 0.. Backflow Prevention - Fire Protection 0 ...Traffic Control 0 .. Looped Fire Line Irrigation Domestic Water .,.Permanent Water Meter Size 5/8 wo # 0 ...Residential Fire Meter Size " WO # 0 ...Deduct Water Meter Size 0 ...Temporary Water Meter Size " WO # I I 0 ...Sewer Main Extension Public 0 - or - Private El ID ...Water Main Extension Public 0 - or - Private 0 I I FINANCE INFORMATION — TUIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTINGREOIJESTJNG WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 ...water D ...SCWCT El ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Mailing Address: Day Telephone: WATER METER REFUND/BILLING: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsWorms-Applications On Linek2011 Applications\ Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — 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. 1 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. PROPERT Signature: Print Name: R AUTHORIZED AGENT: Paul Multani for Multani Custom Homes LLC Mailing Address: 9524 S 237th Place Date: Day Telephone: (206) 501-6467 Kent WA 98031 City State Zip 1-1AApplicationsWorins-Applications On Line \2011 ApplicationslCombination Permit Application Revised 8-9-11.docx Revised: Auttust 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 1-11.4 1+0..11 PERMIT # D19 0220 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 2 eo 0 -- Erosion prevention 2- / 0 0 Water/Sewer/Surface Water 4 2 5. 0 Road/Parking/Access 5— 0 U — A. Total Improvements 45-0 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 286. 2_ $250 (1) 5. Enter total excavation volume Enter total fill volume / 3 cubic yards / cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. aHG,2 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $ 7. • 1,001 - 10,000 $49.25 10,001 - 100,000 S49.25 for 1ST I 0,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1ST i 00,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I ST 200,000, PLUS S7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ 3 7 — (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 5-77, z The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25,02 Last Revised 01.01 19 CORRECTION LTR# ict-Po/zo RECEIVE° CITY OF TUKWILA NOV 22 2019 PERMIT CENTER Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $11,539.21 C20-0001 Address: 14032 35TH AVE 5 Apn: 1523049007 $300.00 PUBLIC WORKS $300.00 TRAFFIC CONCURRENCY R104.367.121.00.00 0.00 $300.00 D19-0220 Address: 14032 35TH AVE S Apn: 1523049007 $11,239.21 DEVELOPMENT — $4,643.80 PERMIT FEE R000.322.100.00.00 0.00 $4,064.80 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $286.25 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $286.25 IMPACT FEE $4,542.00 FIRE R304.345.852.00.00 0.00 $1,683.00 PARK R301.345.851.00.00 0.00 $2,859.00 MECHANICAL $195.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $195.00 PLUMBING r $260.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $260.00 PUBLIC WORKS $1,355.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $54.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $243.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $243.03 TOTAL FEES PAID BY RECEIPT: R19647 $11,539.21 Date Paid: Friday, January 10, 2020 Paid By: MULTANI CUSTOM HOMES LLC Pay Method: CHECK 2225 Printed: Friday, January 10, 2020 12:35 PM 1 of 1 c SYSTEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK 2,642.12 D19-0220 Address: 14032 35TH AVE S Apn: 1523049007 2,642.12 DEVELOPMENT PLAN CHECK FEE 2,642.12 R000.345.830.00.00 0.00 62,642.12 TOTAL FEES PAID BY RECEIPT: R18073 $2,642.12 Date Paid: Monday, July 08, 2019 Paid By: MULTANI CUSTOM HOMES LLC Pay Method: CHECK 1978 Printed: Monday, July 08, 2019 3:07 PM 1 of 1 SYSTEMS LAND DEVELOPMENT ENGINEERING 14525 148th Avenue NE Suite 132 PO Box 33, Woodinville, WA 98072 FILE GEOTECHNICAL EVALUATION REPORT Tim Schriever, PE, PLS, CESCL Phone: (206) 669-5218 t@civilsiteplan.com REVIEWED FOR CODE COMPLIANCE , APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION CORRECTION R# MULTANI RESIDENCE Site Address: 14032 35th Avenue S. Tukwila, WA 98168 Parcel Number: 152304-9007 Applicant: Multani Custom Homes LLD Paul Multani 9524 S 237th Place Kent, WA 98031 206.501.6467 paulmultani@hotmail.com Prepared by: November 1, 2019 RECEIVED CI 02ZA CITY OF TUKWILA ‘ii° NOV 22 2019 DE' CP /111" LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESCL P© Box 33, Woodinville, WA 98072 p- (206)669-5218 Table of Contents TABLEOF CONTENTS ........ .......... ............................,...........,.........,.........,..........._....,................,............2 I. PROJECT OVERVIEW.........................:.................................................. ......_............................,.....3 A. STUDY SCOPE* 3 B. PROJECT DESCRIPTION: 3 C. INVESTIGATION SUMMARY 3 II. SITE CONDITIONS ................... .......... .................. ............ ............................ _................ 4 A. SITE CHARACTERISTICS' 4 B. SITE RECONNAISSANCE 4 D. SUBSURFACE CONDITIONS4 E. SITE PLAN WITH SOIL TEST PIT LOCATIONS 5 III. CONCLUSIONS AND RECOMMENDATIONS: 6 A. SITE GRADING AND EARTHWORK SLOPES 6 B. SHORING FOR EXCAVATIONS 7 C. COMPACTION 7 D. STRUCTURE FOOTINGS 7 E. PERMANENT STRUCTURE RETAINING WALLS 8 F. RETAINING WALL BACKFILL 9 G. STORMWATER INFILTRATION FEASIBILITY 10 IV. PROFESSIONAL ENGINEERS CERTIFICATION 11 V. APPENDIX-- ............. 4.1011.0044444444 ...... ..... .......... ...... S. ......... 444"1.11.010.0.11... ....... maw. .......... A. SOIL CLASSIFICATION CHART (ASTM D2487) 12 November 1, 2019 Geotechnical Report Page 2 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESCL POBox 33,Woodinville, WA 98072 p.(Z06)669-5Z18 U PROJECT OVERVIEW A. STUDY SCOPE: This study includes research, field investigations, andengineehnganaly«stoprovdedesignchteha recommendations for site grading, construction of the building foundations, retaining walls, rockeries, and the design ofrnofandfnotingdrainsforaprnposedsing|efami|ynesidences. B. PROJECT The projectisadeve|opmentofaO.Sacreparce|of|andthatisanticioatedtobebuiltoutvvithone single family residences. The project will include one residential building structure and associated driveways, utilities and drainage facilities. The total impervious area on the site will not exceed 7,947square feet. Drainage facilities are subject 10 simplified Drainage Requirements detailed in the 2O16King County Surface Water Design Manual. Project Name: Multani3SmAvenue Residence Site Address: 14O3235thAvenue 6. Tukwila, VVA9816O Tax Parcel No: 1S23O4'9OO7 The projectisinthe]uhsdictionoftheCh»ofTuhwi|a.Pub|icmmtervviUbeprovidedbvVVater District 125 and public sewer services will provided by Valley View Sewer District. Electrical service is from Seattle City Light. C. INVESTIGATION SUMMARY The site was inspected and soil test pits dug on March 26, 2019. The site was inspected for indications of potential slope stability, landslide hazards and springs or seeps on and within 50 feet ofthe project site. Soil log test holes were hand dug with apost hole digger approximated 1Sfeet east ufofeach proposed residence. The subsurface soils are classified Silty Sand (SM) with topsoil depths of 36-38 inches above a restrictive layer of glacial till. No water table was encountered or anticiaped during the wet season. November 1,ZO19 Geotechnica|Report Page LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESCL �'%L'l —Q POBox 33' Woodinville, VVA98072 p,(2OG)669-52l8 UU SITE CONDITIONS A. SITE CHARACTERISTICS: The site iscurrently vacant land with anexisting paved driveway entering the site. Asingle family residence was recently demolished on the site. A public street right of way (35th Ave. S]adjoins the west property boundary. A boundary survey with perimeter elevations was performed by Rodney Hansen, PLS 21464 and recorded under King County recording number 20131023900007. B. SITE RECONNAISSANCE The ground surface slopes in an easterly direction on an average grade of 8.5%. The maximum slope on the site is 13.5%. The site was inspected and no evidence of existing ground surface settlement ormovement was observed. Nnsprings, seeps orponding surface water was observed on the site. The site is vegetated with grass, brush and two significant trees. There foundation hole dug on the westerly portion of the site at approximately the location of the previously demolished residence. D. SUBSURFACE CONDITIONS The soil stratifications observed inthe test pits are asfollows: TP1: 0'36" SK4'loose brown silty fine sand, type 3 36^+ SM,dense cemented till, type S Seasonal water table not encountered. TP2: 0'38" 5K4,loose brown silty fine sand, type 3 38"+ SM,dense cemented till, type S Seasonal water table not encountered. November 1,D]19 Tim Schriever, PE, PIS, CESCL p. (206)669-5218 SIN )..Ak LAND DEVELOPMENT ENGINEERING wwqr &OA PO Box 33, Woodinville, WA 98072 E. SITE PLAN WITH SOIL TEST PIT LOCATIONS , RESIDENCE ,IN FLOOR: , PAGE 10/I-11: 3757-W331.0 ._ AWL LR: 33N G' 11 a jz i ilk P i IT 111.......46,*...e.iiim...._ . Geotechnical Report November 1, 2019 Page 5 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLSCE3CL UUU CONCLUSIONS �� N�N��^ """^ ~^~~"°=�~~="~°"°-"��"~~° "^�~~~~^~^^~^�^~~~^~^^~~^~~'^ The following discussion presentsthe conclusions and recommendation of the majorGeotechnica|isaues anticipated for this project. Themajor site grading work on this project includes the following: Excavation for proposed residence structure foundations and driveways with cut and fill slopes less than 8feet inheight. Trenching for side sewers and underground utilities with trench depths 3-5 feet in height. A. SITE GRADING AND EARTHWORK SLOPES Excavation slopes must not exceed the limits specified in local, state, and national government safety regulations. Temporary slopes cut to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made along property boundaries, orexisting utilities and structures. Subsurface soils on the site consist of cemented till soils (Type A per WAC 296-155). Temporary cut slopes greater than four feet in height must be excavated at an inclination not more that I}l:1 (H:V) extending from the ground surface to the bottom of the cut slope: except as described below. It is our professional opinion that the soils encountered on the site may be safely excavated to a temporary slope angle of 1:1 (H:V), except where the soil is saturated or there are existing structures orretaining walls closer than a1Y2:lslope angle asmeasured from the toe ofthe excavated slope. However, this is steeper than the recommendations presented in VVA[ 296. If this steeper inclination is used for temporary cut slopes, a competent person must make a daily inspection prior to the start of each workday to look for evidence of possible instability or hazardous conditions related to worker safety near the cut slopes. A "competent person"' is defined by WAC 296 as someone that can identify existing or predictable hazards related to safety and exercise the authority to take corrective action to eliminate the hazard, if necessary. The above -recommended temporary slope inclinations are based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported fora relatively short duration toallow for the construction offoundations, retaining walls, orutilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfiUedorretained assoon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Excavation' foundation' and utility contractors should be made especially aware of this potential danger. Groundwater exiting cut faces can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we recommend consulting with the geotechnical engineer prior to November 1,3O19 Geotechnica|Report Page LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESCL proceeding. Drains, rebuilding the cut with quarry rock, or temporary shoring could be required to maintain the stability of temporary cuts that encounter groundwater. All permanent slopes cut into native soil shall be inclined no steeper than 2:1 (H:V). Finished fill slopes should also not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential of shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water must not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes shall be scarified and mulched or provided surface treatment with medium bark (or equal), and seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. B. SHORING FOR EXCAVATIONS Temporary shoring of excavated slopes is required where there is insufficient area available to maintain the above specified cut slopes. if the cut slopes should exhibit excessive raveling or surficia|fai|ures in any condition, shoring is required. Where enough area exists between the proposed structures and property lines, shoring up to eight (8) feet in height may consist of ecology blocks set into a twelve -inch minimum depth keyway in the soil and with abatter ofO:1minimum. Where the proximity of the site excavation is at or near the property lines and ecology blocking is not feasible, permanent soldier pile shoring with wood lagging maybe required. Soldier pile shoring is not anticipated to be necessary for this project and is beyond the scope of this report. Any use ofsoldier piles would require additional engineering evaluation and permitting hythe government agency with jurisdiction. C. COMPACTION Structuna|fiUshaUbncompactedinl2^nnaximumdepth|dtsof|oosenoateha|compactedtn0S% of the maximum dry density based on the Modified Proctor analysis. The soils Four feet or greater below finished grade of roads and driveways may be compacted to 90% of maximum density. Where under a paved driving areas or slabs on grade, compaction testing is recommended, but not required for private facilities, for verification prior to final surfacing. D. STRUCTURE FOOTINGS The new structures on the site may be supported on conventional continuous and spread footings bearing onthe native dense glacial till soils. Exterior footings should bebottomed ataminimum depth not less than eighteen inches below the lowest adjacent outside finish grade and set directly onthe dense till. Interior footings may beatadepth ofsix inches below the top ofthe floor slab and bottomed directly onthe medium dense till. November 1,ZO19 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESC[ Footings founded on dense till soils approximately 36 inches below the ground surface may be designed for an allowable bearing capacity of three thousand (3000) pounds per square foot. Footings founded onthe less dense sandy surficia|soils must bedesigned for anallowable bearing capacity offifteen hundred pounds per square foot. If any soft silt, clay or fill soil material are discovered in the foundation excavation, it must be removed and replace with 1Y2." minus crushed rock compacted to 95% maximum density or the footing must be founded on the deeper dense native soils. The replacement crushed rock mentioned above shall have a width equal to not less than one foot greater than the width of the footing for each foot ofreplacement depth. Based on the above design criteria, it is anticipated that the total settlements of the residence footings founded on competent native soils will be less than I inch, with differential settlements of one-half inch nrless. Retaining wall footings should set directly on the native hardpan where possible and slab on -grade floors may be supported on twelve inch minimum depth of structural fill above the native soil subgrade. E. PERMANENT STRUCTURE RETAINING WALLS Both foundation and free standing retaining walls backfilled on only one side must be designedto resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill where the active and passive earth pressures are computed using the equivalent fluid pressures: Active Earth Pressure: 4Oocf(dn) Passive Earth Pressure: 3OOpcf(dry) Coefficient ofFriction O.4U Soil unit Weight: 13Opcf Soil Bearing Capacity: 300Opsffounded ondense glacial till. Fora restrained wall that cannot deflect at least O.002times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent retaining walls only. The passive pressure given isappropriate for the depth oflevel structural fill placed infront ofthe retaining wall only. The values for friction and passive resistance are ultimate values and donot include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values todesign the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. Where these conditions exist, those pressures should be added tnthe above lateral soil pressures. Heavy construction equipment should not be operated behind retaining orfoundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be November 1'JO19 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CE%CL well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. F. RETAINING WALL BACKFILL 8ackfUplaced behind the retaining walls must benot less than 1Zinches thick and consist nf coarse free draining structural backfill containing no organic material and graded as follows: 100% less than 4",%5'7OY6passing No. 4sieve, less than SY6passing No. 2OOsieve. The on -site native sandy soils may be used as wall backfill directly behind the foundation walls if a minimum 12 inch width of free draining soil (such as imported builder's sand or pit -run sand and gravel) and a drainage composite similar to Miradrain 6000 should be placed against thebackM||ed retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. Free -draining backfiUorgravel should beused for the entire width ofthe backfiUwhere seepage is encountered. For increased protection, drainage composites may be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfiU. November 1'I0l9 Gectechnica|Report Page v.' r� J�gLAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS,CESCL �� POBox 3I Woodinville, VVA98V7Z p.(ZO6)669'52I8 G. STORMINATER INFILTRATION FEASIBILITY The soils onthe project siteconsistof3G'3Qinchdepthofpenneablesoi|undedainbxanestzictke layer of dense till. No ground water table was encountered. The project site isnear the crest ofohill with apublic street and several underground utilities along the uphill kwesAside ofthe project sitr.Becausetheuoi|invesi tionwasperfPnnedinMarchond groundwater from upstream areas is restricted along 35= Ave. S, no perched water table is anticipated onthe restrictive till layer. Pilot Infiltration Tests (PIT) were not per -formed on the site. A Full Infiltration System in accordance with KC3VVDM [2.2 (DOE 8MPT5lOA) is not required because the onsite soils are not outwash type soils such as coarse sands, cobbles qrmedium sand soils (Type 1 & 2 soils) above a restrictive soil layer. Limited Infiltration of stormwater (KDSWDM C.2.3) is feasible on the project site where there is at least 36 inch depth of native silty fine sand above a water table or restrictive layer. We recommend the use of gravel filled trenches for limited infiltration with not less that 21 [ina| feet of trench per 1O0Osq. ft. ofimpervious surface per K[SVVDMCl3.]. November 1,ZO19 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS CESCL �� U��U ENGINEERS CERTIFICATION "�^" ""~°"�^°�"��"~"��^-"°~�""°=~=~"~°~~^-=^"""~~"�""~�^~ This report was prepared for Multani Custom Homes LLC for use in the planning and design of this specific site and project. Our recommendations and conclusions are based onobserved site materials and conditions. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services, budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except where specifically described in this report. This report should be considered a limited evaluation of existing conditions, and our report conclusions and interpretations should not be construed as a warranty of subgrade conditions. Within the limitations of scope, schedule and budget for our services, we have striven to take care that our work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. Noother conditions, expressed orimplied, should beunderstood. 11/01/2019 Novennber1'2U19 Geotechnica|Report Page1l 51;N LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PIS, CESCL PO Box 33, Woodinville, WA 98072 V. APPENDIX A. SOIL CLASSIFICATION CHART (ASTM 02487) p. (206)669-5218 Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' COARSE -GRAINED SOILS (Sands and Gravels) - more than 50% retained on No. 200 (0.075 mm) sieve FINE-GRAINED (Silts and Clays) - 50% or more passes the No. 200 (0.075 mm) sieve Soili Classification Group Symbol Group Nameb GRAVELS More than 50% of coarse Fraction retained on No. 4 Sieve CLEAN GRAVELS < 5% fines Cu> 4 and 1 < Cc< 3e GW Well -graded gravelf Cu < 4 and/or 1 > Cc > 3e GP Poorly -graded gravelf GRAVELS WITH FINES > 12% of finesc Fines classify as ML or MH GM Silty gravel f'g'h Fines classify as CL or CH GC Clayey gravel l SANDS 50% or more of coarse fraction passes No. 4 Sieve CLEAN SANDS < 5% finesd Cu> 6 and 1 < Cc < 3e SW Well -graded Sand, Cu< 6 and/or I > Cc > 3 e SP Poorly -graded sand, SANDS WITH FINES > 12% finesd Fines classify as ML or MH SM Silty sandg'114 Fines classify as CL or CH SC Clayey sandg'h' SILTS AND CLAYS Liquid limit less than 50 Inorganic PI > 7 and plots on or above "A" linei CL Lean clay k'i'm PI < 4 or plots below "A" linei ML Siltk,i.m Organic Liquid limit -oven dried <0.75 OL Organic clayktm,u Liquid limit -not dried Organic siltk-l-m'° SILTS AND CLAYS Liquid limit 50 or more Inorganic PI plots on or above "A" line CH Fat clay" PI plots below "A" line MH Elastic siltk'I'm Organic Liquid limit -oven dried <0.75 OH Organic clay Liquid limit -not dried Organic claymP Highly fibrSiiii L CLASgrp-tatiMi organic soils trprAtm-A6-itc§:lor, and organic o or Pt Peat Geotechnical Report November 1, 2019 Page 12 LAND DEVELOPMENT ENGINEERING Tim Schriever, PE, PLS, CESCL PO Box 33, Woodinville, WA 98072 p. (206)669-5218 a. Based on the material passing the 3 in (75 mm) sieve. b. If field sample contained cobbles and/or boulders, add "with cobbles and/or boulders" to group name. c. Gravels with 5 to 12% fines require dual symbols: GW-GM, well -graded gravel with silt GW-GC, well -graded gravel with clay GP -GM, poorly graded gravel with silt GP -GC, poorly graded gravel with clay d. Sands with 5 to 12% fines require dual symbols: SW-SM, well -graded sand with silt SW -SC, well -graded sand with clay SP-SM, poorly graded sand with silt SP-SC, poorly graded sand with clay e. Cu = D6o\Dio Cc = (D30)2/(Dio)(D6o) [Cu: Uniformity Coefficient; Cc: Coefficient of Curvature] f. If soil contains ?. 15% sand, add "with sand" to group name. g. If fines classify as CL-ML, use dual symbol GC -GM, SC-SM. h. If fines are organic, add "with organic fines" to group name. i. If soil contains 15% gravel, add "with gravel" to group name. j. If the liquid limit and plasticity index plot in hatched area on plasticity chart, soil is a CL-ML, silty clay. k. If soil contains 15 to 29% plus No. 200 (0.075 mm), add "with sand" or "with gravel," whichever is predominant. I. If soil contains ?. 30% plus No. 200 (0.075rnm), predominantly sand, add "sandy" to group name. m. If soil contains ?. 30% plus No. 200 (0.075 mm), predominantly gravel, add "gravelly" to group name. n. PI .? 4 and plots on or above "A" line. o. PI < 4 or plots below "A" line. p. PI plots on or above "A" line. q. PI plots below "A" line. November 1, 2019 Geotechnical Report Page 13 MITCHELL ENGINEERING INC. ciatg; hid aeo,i A& 2-sraeY /4/41 Cal g 1047344qL 2.:)15 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net /4 r / 734F= — ' 4 '/2 fF &AP' 6'.ilevitki a ills. 4;20. g`gam- 'jam 195=J4 44 ,,� 6 A/Ado/G�f9i& '_ PREPARED BY DATE MAT/id Ci4rI/4032 ,-e35-41/4A 5/2e/ PROJECT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 8 2019 PERMIT CENTER btci.. Oo &/4IL7 %Z4'L5T SHEET NO. / OF 2t'O SUBJECT /./Z994/4/2F—P62 JOB NO. ©/el Y..38 -*/3 MITCHELL ENGINEERING INC. CP 11Aim/ #.4P14 -144-ad /2 _ 29 _ 41 • `'M//.5 =4. s' 7/,'/ 1/1 4/ pe,p,_, 4/a .5,/ d T9iO lEATf 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net 4/5' ; Co .22f4p AL_ Ji -, k ,�T/ 4 ,rec ,,/r- /a ed( 64V44.' r dip nii1C3/ 6G4S42. S sr2 6744 404rex gatt /t if ` 4iLich �1407 4J = fir,-�a�° eZ_ 31a/3v'= `�-/1-Ci e ,t/Aid It4 4‘915 374°0 */ 2- 74b _ 4 PREPARED BY I �r" PROJECT 14 SHEET NO �OF DATE 5/Z� / / SUBJECT JOB NO. MITCHELL ENGINEERING INC SgAL ihrs,& /t42- ,i0da4 - 3 2 1-44- Ao 74/ 21 .g.3 /A; - 3103 ildA/;-/ AL g 4'd A ,54,3e41 ilbvizi- 50; 4(-- !Iv ill., 221 r taz 3.3 7L /47 1419 r 47 7 • 6-2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net PREPARED BY PROJECT SHEET NO. DATE SUBJECT JOB NO. SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem.Fir #2 #/Ft Edges Studs Top/Btm, Plate Blocking Req'd, P1-6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1-3 8d 3" 12" Yes 400 Pl-2 8d 2" 12" Yes S25 P2-3 8d 3" 12" 3t Yes 800 P2-2 8d 2" 12" id' 21 Yes 1050 Shear Wall Notes: 1. PI - 7/16 A.P.A. rated Plywood or Orientated Strand Board (0,S,B,) on one side of wall, P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (0,S,B,) on each side of wall. 2. For P1-3, Pl-2, P2-3, & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered 3. Nails shall be 8d common, (d = .1 I inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2-inch nominal framing for P1-6 & P1-4 shear wall. All panels edges backed with 3x framing at P1-3, P1-2, P2-3, & P2-2 shear walls, Install panels either horizontally or vertically. Space nails @ 10 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25PSF FLOOR 40PSF LATERAL WIND EXPOSURE B, 85MPH/110MPH(ULT)/ WIND PER ASCE 7-10, SECTION 28.6.3 SEISMIC SITE CLASS D. SEISMIC PER ASCE 7-10, SIMPLIFIED LATERAL FORCE SYSTEM, SECTION 12.14.8 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=3000 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. CONCRETE SHALL COMPLY WITH ACI 318-14 SECTION 26.4.2.1. 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. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185). 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 - tag 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 CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER 3 INCHES 2 INCHES 1-1/2 INCHES STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST 2X ROOF RAFTERS 4X BEAMS 6X BEAMS LUMBER NOT NOTED HEM-FIR#2 Fb=850 PSI HEM-FIR#2 Fb=850 PSI DOUG-FIR/LARCH #2Fb=850PSI DOUG-FIR/LARCH #2Fb=850PSI HEM -FIR #2 Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE % INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED DOUGLAS-FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE. a. THE TRUSS LIVE LOADING SHALL BE PER IRC SECTION 301.5 AND TABLE 301.5, ESPICALLY NOTING FOOTNOTE B & G. /a b. THE TRUSS DESIGN SHALL BE PER IRC SECTIONS 502.11.1 AND 802.10.2 ESPECIALLY INDICATING THE TRUSS DESIGN AND MANUFACTURING SHALL BE PER ANSI/TPII. c. THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE IRC SECTIONS 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE INSTITUTES'S BUILDING COMPONENT SAFETY INFORMATION. d. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL AS INDICATED IN IRC SECTIONS 502.11.3 AND 802.10.4. I�IITCHELL ENGINEERING INC. MITCHELL ENGINEERING INC. dq. 'IITCI-IELL ENGINEERING INC. ,6dez0442_ I. 2i4. %i/ �►"� icio5l2.".5Tigadtt-6467 eu:9e Aw. 3 3' �� IvAd1g. ) Aitz-n4AL 4-174NeR fii2T AT 1102e,dr,t s A?, 1\'ITCHELL ENGINEERING INC. bi-/4 '4C 2 5;..G le7/-/ i� MITCHELL ENGINEERING INC'. Ak- 44,1 icadrot ��q MITCHELL ENGINEERING INC, 112, MITCHELL ENGINEERING INC. L ©! T - 4,4;L. GLaiOG A35clt4E. lOade kvALL Aici4 112/ [ITCHELL ENGINEERING INC. /8z - Loom Ave. i'.i. Redmond, WA 98052 (425) 747-1500 mitchellengineeringincQcomcast.net MITCHELL ENGINEERING INC. 2/A/a )4,i/ l4:1d-774•d4,1_ acooC.• Pl77sd t.AArr‘{ MITCHELL ENGINEERING INC. N C O f3LzJk- w, 3dAt. /if* a Alit 24 TCHELL ENGINEERING INC. 25 RECEIVED CITY OF TUKWILA JUL 0 8 2019 PERMIT CENTER BEAM CALCULATIONS FOR PLAN M2294A2F-0 TO BE BUILT IN 14032 35TH AVE S TUKWILA, WASHINGTON FOR MULTANI CUSTOM HOMES, L Roof Floor Ceiling Deck Exterior Cantilevered Balcony Interior Partition Exterior Partition LOADING 15 PSF Dead Load + 10 PSF Dead Load + 5 PSF Dead Load + 5 PSF Dead Load + 10 PSF Dead Load + REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION 25 PSF Live Load = 40 PSF 40 PSF Live Load = 50 PSF 10 PSF Live Load = 15 PSF 40 PSF Live Load = 45 PSF 60 PSF Live Load = 70 PSF DEFLECTION Roof = 1/360 Live Load, 1/360 Total Load Floor 1/480 Live Load, 1/360 Total Load NOTE: This stamp applies to the members and assemblies described in these calculations, and are only valid if they have been wet stamped. Ict o?.a 0 = 07 PSF = 10 PSF Architects Northwest Job No. 190095 ARCHITECTS NORTHWEST, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 (425) 485-4900 FAX (425) 487-6585 www.ArchitectsNW.com Project: M2294A2F-0 Location: _FTG1 @ OH GAR DR Footing (2015 International Residential Code(2015 NDS)] Footing Size: 3.0 FT x 3.0 FT x 12.00 IN Reinforcement: #4 Bars @ 7.00 IN. O.C. EAN / (5) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf F'c = 2500 psi Fy = 40000 psi c = 3 in FOOTING SIZE Width: Length: Depth: W = L= Depth = Effective Depth to Top Layer of Steel: d = 3ft 3ft 12 in 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Wood m = 6 in n = 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11-35): Allowable Punching Shear (ACI 11-36): Allowable Punching Shear (ACI 11-37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: a = Steel Required Based on Moment: As(1) = Min. Code Req'd Reinf. Shrink./Temp. (ACI-10.5.4): As(2) = Controlling Reinforcing Steel: As-reqd = Selected Reinforcement: Reinforcement Area Provided: Development Length Calculations: Development Length Required: Development Length Supplied: Note: Plain concrete adequate for bending, therefore adequate development length not required. Qu = Qe = Areq = A = Bear = Bear -A = Vu1 = Vc1 = Bo = Vu2 = vc2-a = vc2-b = vc2-c = vc2 = Mu = Mn = 1095 psf 1350 psf 7.3 sf 9.00 sf 14621 Ib 99450 Ib 3960 Ib 22275 Ib 57 in 12330 Ib 105806 Ib 137363 Ib 70538 Ib 70538 Ib 65795 in-Ib 282369 in-Ib 0.51 in 0.22 in2 0.86 in2 0.86 in2 #4's @ 7.0 in. o.c. e/w (5) Min. As = 0.98 in2 Ld Ld-sup = 15 in 15 in StruCalc Version 10.0.1.6 6/6/2019 3:08:38 PM page of LOADING DIAGRAM 12 in 1 6 in - a 3 ft 3 in FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: PL = 6997 Ib* PD = 2855 lb* PT= 9852 lb * Pu = 14621 Ib Footing plus soil above footing weight: Wt = 870 Ib * Load obtained from Load Tracker. See Summary Report for details. NOTES Project: M2294A2F-0 Location: _FTG2 @ LIV/DIN DROPPED BEAM Footing [2015 International Residential Code(2015 NDS)] Footing Size: 2.5 FT x 2.5 FT x 12.00 IN Reinforcement: #4 Bars @ 7.00 IN. O.C. E/VV / (4) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf Pc = 2500 psi Fy = 40000 psi c 3 in FOOTING SIZE Width: Length: Depth: W = 2.5 ft L = 2.5 ft Depth = 12 in Effective Depth to Top Layer of Steel: d = 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m = 6 in Column Depth: n = 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu = Effective Allowable Soil Bearing Pressure: Qe = Required Footing Area: Areq = Area Provided: A = Baseplate Bearing: Bearing Required: Bear = Allowable Bearing: Bear -A = Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 = Allowable Beam Shear: Vc1 = Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo = Punching Shear: Vu2 = Allowable Punching Shear (ACI 11-35): vc2-a = Allowable Punching Shear (ACI 11-36): vc2-b = Allowable Punching Shear (ACI 11-37): vc2-c = Controlling Allowable Punching Shear: vc2 = Bending Calculations: Factored Moment: Mu = Nominal Moment Strength: Mn = Reinforcement Calculations: Concrete Compressive Block Depth: a = Steel Required Based on Moment: As(1) = Min. Code Req'd Reinf. Shrink./Temp. (ACI-10.5.4): As(2) = Controlling Reinforcing Steel; As-reqd = 924 psf 1350 psf 4.28 sf 6.25 sf 8433 Ib 99450 Ib 1897 Ib 18563 Ib 57 in 6530 Ib 105806 Ib 137363 Ib 70538 Ib 70538 Ib 31625 in-Ib 226185 in-Ib 0.49 in 0.11 in2 0.72 in2 0.72 in2 Selected Reinforcement: #4's @ 7.0 in. o.c. e/w (4) Min. Reinforcement Area Provided: Development Length Calculations: Development Length Required: Development Length Supplied: Note: Plain concrete adequate for bending, therefore adequate development length not required. As = 0.79 in2 Ld = Ld-sup = 15 in 12 in StruCalc Version 10.0.1.6 6/6/2019 3:08:39 PM page 0 LOADING DIAGRAM --61n 1 12 in 0 9 3 in 2.5 ft FOOTING LOADING Live Load: PL = 3764 Ib * Dead Load: PD = 2009 Ib * Total Load: PT = 5773 Ib * Ultimate Factored Load: Pu = 8433 Ib Footing plus soil above footing weight: Wt = 604 Ib * Load obtained from Load Tracker. See Summary Report for details. NOTES ,Project: M2294A2F-0 Location: BEAMS OVER LIVING & DINING (DORMER) Multi -Loaded Multi -Span Beam [2015 International Residential Code(2015 NDS)] 3.5 IN x 9.25 IN x 24.0 FT (13.5 + 10.5) 2.0E Parallam - iLevel Trus Joist Section Adequate By: 167.4% Controlling Factor: Moment DEFLECTIONS Q enter Live Load 0.12 IN U1387 0.05 IN U2398 Dead Load 0.17 in -0.04 in Total Load 0.28 IN U574 -0.07 IN U1689 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U120 REACTIONS A Live Load 597 Ib 1883 Ib 561 Ib Dead Load 972 Ib 1455 Ib -1 Ib Total Load 1569 Ib 3338 Ib 560 Ib Uplift (1.5 F.S) 0 Ib 0 Ib -140 lb Bearing Length 0.60 in 1.27 in 0.21 in BEAM DAIA Span Length Unbraced Length -Top Unbraced Length -Bottom Live Load Duration Factor Notch Depth isfl Center 13.5 ft 10.5 ft 0 ft 0 ft 13.5 ft 10.5 ft 1.00 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Joist Base Values Adjusted Fb = 2900 psi Fb= 2830 psi Cd=1.00 ci=ass CF=1.03 Fv = 290 psi Fv' = 290 psi Cd=1.00 E = 2000 ksi E' = 2000 ksi Fc - L = 750 psi Fc = 750 psi Controlling Moment: -4403 ft-Ib Over right support of span 1 (Left Span) Created by combining all dead loads and live toads on span(s) 1, 2 Controlling Shear: -2079 Ib 14.0 Ft from left support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Redd Provided 18.67 in3 49.91 in3 10.75 in2 32.38 in2 48.22 in4 230.84 in4 -4403 ft-lb 11772 ft-Ib -2079 lb 6259 lb StruCalc Version 10.0.1.6 6/6/2019 3:08:40 PM page //of LOADING DIAGRAM A 13.5 ft 10.5 ft - UNIFORM LOADS I_&ft Center Uniform Live Load 0 plf 120 plf Uniform Dead Load 0 plf 30 plf Beam Self Weight 10 plf 10 plf Total Uniform Load 10 plf 160 plf TRAPEZOIDAL LOADS - LEFT SPAN Load Number One Two Left Live Load 100 plf 170 plf Left Dead Load 165 plf 60 plf Right Live Load 100 plf 170 plf Right Dead Load 165 plf 60 plf Load Start 0 ft 10.08 ft Load End 10.08 ft 13.5 ft Load Length 10.08 ft 3.42 ft NOTES Project: M2294A2F-0 Location: BETWEEN DINING & LIVING (DROPPED) Uniformly Loaded Floor Beam [2015 International Residential Code(2015 NDS)] 3.5IN x 14.01N x 11.0 FT 2.0E ParaIlam - iLevel Trus Joist Section Adequate By: 64.1% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.15 IN L/904 Dead Load 0.08 in Total Load 0.23 IN L/586 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U120 REACTION 6 Live Load 3764 Ib 3764 Ib Dead Load 2009 Ib 2009 Ib Total Load 5773 Ib 5773 Ib Bearing Length 2.20 in 2.20 in BEAM DATA Center Span Length 11 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Base Values Adjusted Fb = 2900 psi Fb' = 2851 psi Cd=1,00 CF=0,98 Shear Stress: Fv = 290 psi Fv= 290 psi Cd=1. 00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc - = 750 psi Fc = 750 psi Bending Stress: Controlling Moment: 15610 ft-lb 5.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -5773 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 65.71 in3 114.33 in3 Area (Shear): 29.86 in2 49 in2 Moment of Inertia (deflection): 212.46 in4 800.33 in4 Moment: 15610 ft-lb 27161 ft-Ib Shear: -5773 lb 9473 lb StruCale Version 10.0.1.6 6/6/2019 3:08:40 PM page /of LOADING DIAGRAM 2 — 11 ft FLOOR LOADING Side 1 Floor Live Load FLL = 40 psf Floor Dead Load FDL = 10 psf Floor Tributary Width FTW = 3.3 ft Wall Load WALL = 0 plf Side 2 40 psf 10 psf 5.3 ft BEAM LOADING Beam Total Live Load: Beam Total Dead Load: Beam Self Weight: Total Maximum Load: wL = 342 plf wD = 86 plf BSW = 15 plf wT = 443 plf POINT LOADS - CENTER SPAN Load Number One • Two Live Load 1883 Ib 1883 Ib Dead Load 1455 Ib 1455 Ib Location 2.67 ft 8.33 ft * Load obtained from Load Tracker. See Summary Report for details. NOTES ,Project: M2294A2p-0 Location: HDR@LIVING Multi -Loaded Multi -Span Beam i2015International Residential Cndo(2O15NDO)] 3.5|mx9.25|Nv6D7FT w2'Doug |os-Fi,Larcx'Dry Use Section Adequate By: 14U.8Y6 Controlling Factor: Shear DEFLECTIONS Center Live Load 0.01 |NU9542 Dead Load 0.01 in Total Load 0.02 |mU34yr Live Load Deflection Criteria� U480 Total Load Deflection Criteria: U360 REACTIONS Live Load Dead Load Total Load Bearing Length A 9 005 lb 589 lb 109 lb 982 lb 1014 |b 1571 |U 034 in 0.72 in BEAM DATA Span Length unumoeuLenoth-TvP UnbracodLeng*h'Bottnm Live Load Duration Factor Notch Depth Center sar ft Oft 6,67 n 1,00 n�UV MATERIAL PROPERTIES #2'oouu|as-rir- Larch Bending Stress: Shear Stress: Modulus o|Elasticity: Comp. -L to Grain: Base Values Adiuvteg Fb~ 000 psi Fb'~ 1080 psi ou= 1.00op=/�20 pv= 180 psi R/= 180 psi cx=,�oo s~ 1*00 ksi E~ 1600 xsi rc *zs psi Fo 'L'~ 000 poi Controlling Moment: e2eft-m 6.07Ft from left support of spa u(Center Span) Created uvcombining all dead loads and live loads onsnan(s)o Controlling Shear: 161*m /wleft support orspan u(Center Span) Created uycombining all dead loads and live loads nnvn="(v)o Comparisons with required sections: Section Modulus: Area (Shear): Moment mInertia (uemection): Moment: Req'd Provided 10.29in3 49.91in3 13.45m2 32.38m2 23nin4 230.84m4 926n-lb 4492s-lb 1614 lb 3885 lb LOADING DIAGRAM m . �� A UNIFORM LOADS Uniform Live Load Uniform Dead Load Beam Self Weight Total Uniform Load Center u p* n plf 7 plf 7 po POINT LOADS 'CENTER Spwm Load Number One ^ Two Live Load sor |u nVr m Dead Load e72 |u e72 |u Location naft 0.08ft StruCalc Version 10.0.1.6 6/6/2019 3:08:41 PM page /of LOADING D AGRAM 11.5 ft JOIST DATA Center Span Length 11.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Center Live Load LL = 40 psf Dead Load DL = 10 psf Total Load TL = 50 psf TL Adj. For Joist Spacing wT = 66.7 plf Wall Loading Wall One Live Load (1 to Joists): L1 = 287.5 plf Dead Load (-L to Joists)D1 = 172.5 plf Load Location X1 = 2 ft Project: M2294A2F-0 Location: JOIST @ GAR (ref) Floor Joist [2015 International Residential Code(2015 NDS)] 1.5 IN x 9.25 IN x 11,5 FT @ 16 0.C. #2 - Douglas -Fir -South - Dry Use Section Adequate By: 6.4% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.18 IN L/757 Dead Load 0.07 in Total Load 0.25 IN U553 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 REACTION 6 Live Load 623 Ib 373 Ib Dead Load 267 Ib 117 Ib Total Load 890 Ib 490 Ib Bearing Length 1.14 in 0.63 in SUPPORT LOADS 6 f/ Live Load 467 plf 280 plf Dead Load 200 plf 88 plf Total Load 668 plf 368 plf MATERIAL PROPERTIES #2 - Douglas -Fir -South Bending Stress: Shear Stress: Modulus of Elasticity: Comp. to Grain: Base Values Fb = 850 psi Fb= Cd=1.00 CF=1.10 Cr=1.15 Fv = 180 psi Fv' = Cd=1.00 E = 1200 ksi Fc - = 520 psi Adjusted 1075 psi 180 psi E' = 1200 ksi Fc - = 520 psi Controlling Moment: 1801 ft-lb 4.14 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 890 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Decking Information Plywood Thickness: T = Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: Req'd Provided, 20.1 in3 21.39 in3 7.42 in2 13.88 in2 93.85 in4 144.23 in4 1801 ft-Ib 1917 ft-lb 890 lb 1665 lb Joist Area: Plywood Area: Section Centroid: 3/4 in A -joist = 13.88 IN2 A -ply = 2.08 IN2 C = 5 IN ABOVE BASE Moment of Inertia (deflection): I -comb = 144 IN4 NOTES Project: M2294A2F-0 Location: NOOK WINDOW MDR Combination Roof And Floor Beam [2015 International Residential Code(2015 NDS)] 3.125 IN x 10.5 IN x 6.5 FT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 84.2% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.05 IN U1515 Dead Load 0.03 in Total Load 0.08 IN U947 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U360 REACTIONS Live Load Dead Load Total Load Bearing Length 2261 Ib 2261 Ib 1357 Ib 1357 Ib 3618 Ib 3618 Ib 1.78 in 1.78 in BEAM DATA Span Length Unbraced Length -Top Roof Pitch Floor Duration Factor Roof Duration Factor Camber Adj. Factor Camber Required Notch Depth Center 6.5 ft 0 ft 6 :12 1.00 1.15 1 0.03 0.00 MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values Fb = 2400 psi Fb_cmpr = 1850 psi Cd=1.15 Shear Stress: Fv = 265 psi Cd=1.15 Modulus of Elasticity: E = 1800 ksi Comp. L to Grain: Fc - 1= 650 psi Bending Stress: Controlling Moment: 5880 ft-lb 3.25 ft from left support Created by combining all dead and live loads. Controlling Shear: -3618 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Adjusted Controlled by: Fb= 2760 psi Fv' = 305 psi E' = 1800 ksi Fc - = 650 psi Req'd Provided 25.56 in3 57.42 1n3 17.81 in2 32.81 1n2 114.64 1n4 301.46 1n4 5880 ft-Ib 13207 ft-Ib -3618 lb 6666 lb StruCalc Version 10.0.1.6 6/6/2019 3:08:42 PM page /of LOADING DIAGRAM •••••••• A 6.5 ft ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width FLOQR LOADING Floor Live Load Floor Dead Load Floor Tributary Width Wall Load RLL = RDL = RTW = FLL = FDL = FTW = WALL = Side 1 Side 2 25 psf 25 psf 15 psf 15 psf 14.3 ft 1.5 ft Side 1 Side 2 40 psf 0 psf 10 psf 0 psf 7.5 ft 0 ft 70 plf BEAM LOADING Roof Uniform Live Load: wL-roof = 396 plf Roof Uniform Dead Load: wD-roof = 265 plf Floor Uniform Live Load: wL-floor = 300 plf Floor Uniform Dead Load: wD-floor = 75 plf Beam Self Weight: BSW = 7 plf Combined Uniform Live Load: wL = 696 plf Combined Uniform Dead Load: wD = 418 plf Combined Uniform Total Load: wT = 1113 plf NOTES Project: M2294A2F-0 Location: OH. GAR DR HDR Multi -Loaded Multi -Span Beam [2015 International Residential Code(2015 NDS)] 5.5 IN x 15.5IN x 23.0 FT (3.5 + 16 + 3.5) #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 25.5% Controlling Factor: Moment DEFLECTIONS Left Live Load -0.01 IN L/7987 Dead Load 0.00 in Total Load -0.01 IN U5796 Live Load Deflection Criteria: U240 Center Right 0.10 IN L/2015 -0.01 IN U8016 0.04 in 0.00 in 0.13 IN U1435 -0.01 IN U5818 Total Load Deflection Criteria: U120 REACTIONS Live Load Dead Load Total Load Uplift (1.5 F.S) Bearing Length 9 512 Ib 6997 Ib 6972 Ib 512 Ib -798 Ib 2855 Ib 2844 Ib -794 Ib -286 Ib 9852 Ib 9816 Ib -282 Ib -3248 Ib 0 Ib 0 Ib -3235 Ib 0.00 in 2.87 in 2.86 in 0.00 in BEAM DATA Left Span Length 3.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 3.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 Center Right 16 ft 3.5 ft 0 ft 0 ft 16 ft 3.5 ft MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Base Values Adjusted Bending Stress: Fb = 875 psi Fb= 835 psi Cd=1.00 CI=0.98 CF=0.97 Shear Stress: Fv = 170 psi Fv' = 170 psi Cd=1.00 Modulus of Elasticity: E = 1300 ksi Comp. ± to Grain: Fc - 1 = 625 psi E' = 1300 ksi Fc - = 625 psi Controlling Moment: -12205 ft-lb Over left support of span 2 (Center Span) Created by combining all dead loads and live loads on Controlling Shear: 4735 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: agoll 175.43 in3 41.78 in2 203.32 in4 -12205 ft-Ib 4735 Ib span(s) 1, 2 span(s) 1, 2 Provided 220.23 in3 85.25 in2 1706.78 in4 15321 ft-Ib 9662 Ib StruCalc Version 10.0.1.6 6/6/2019 3:08:42 PM page 0 LOADING DIAGRAM 4. 4. . e 2 16 ft UNIFORM LOADS Left Center Right Uniform Live Load 302 plf 302 plf 302 plf Uniform Dead Load 102 plf 102 plf 102 plf Beam Self Weight 18 plf 18 plf 18 plf Total Uniform Load 422 plf 422 plf 422 plf POINT LOADS - LEFT SPAN Load Number One Live Load 623 Ib Dead Load 267 Ib Location 3.5 ft CENTER SPAN Load Number One Live Load 623 Ib Dead Load 267 Ib Location 4.88 ft RIGHT SPAN Load Number One Live Load 623 Ib Dead Load 267 Ib Location 0 ft Two Three 623 lb 623 lb 267 lb 267 lb 7.88 ft 11.08 ft Project: M2294A2F-0 Location: ROOF BEAM OVER BEDROOM 2 Roof Beam [2015 International Residential Code(2015 NDS)] 3.5 IN x 9.25 IN x 6.5 FT #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 46.4% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.04 IN U1813 Dead Load 0.03 in Total Load 0.07 IN U1074 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U360 REACTIONS Live Load Dead Load Total Load Bearing Length 1286 Ib 1286 Ib 886 Ib 886 Ib 2172 Ib 2172 Ib 0.99 in 0.99 in BEAM DATA Span Length 6.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1 to Grain: Base Values Adjusted Fb = 900 psi Fb' = 1242 psi Cd=1.15 CF=1.20 Fv = 180 psi Fv' = 207 psi Cd=1.15 E = 1600 ksi E' = 1600 ksi Fc - -- = 625 psi Fc - -L' = 625 psi Controlling Moment: 3529 ft-Ib 3.25 ft from left support Created by combining all dead and live loads. Controlling Shear: 2172 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Reo'd Provided 34.1 in3 49.91 in3 15.74 in2 32.38 in2 77.41 in4 230.84 in4 3529 ft-Ib 5166 ft-Ib 2172 Ib 4468 Ib StruCalc Version 10.0.1.6 6/6/2019 3:08:43 PM page /of LOADING DIAGRAM 6.5 ft ROOF LOADING Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: Wall Load: LL = DL = TW = LL = DL = TW = WALL = 25 psf 15 psf 14.3 ft 25 psf 15 psf 1.5 ft 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 6.5 ft Beam Self Weight: BSW = 7 plf Beam Uniform Live Load: wL = 396 plf Beam Uniform Dead Load: wD_adj = 272 plf Total Uniform Load: wT = 668 plf MOTES Project: M2294A2F-0 Location: ROOF BEAM OVER PORCH Roof Beam [2015 International Residential Code(2015 NDS)) 3.5IN x 12.0IN x 20.0 FT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 49.4% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.45 IN U538 Dead Load 0.34 in Total Load 0.78 IN U307 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U1 REACTIONS Live Load Dead Load Total Load Bearing Length A 1125 Ib 1125 Ib 846 Ib 846 Ib 1971 Ib 1971 Ib 0.87 in 0.87 in BEAM DATA Span Length 20 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.5 MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values Fb = 2400 Fb_cmpr = 1850 Cd=1.50 Shear Stress: Fv= Cd=1.50 Modulus of Elasticity: E = 1800 Comp. -I- to Grain: Fc - = 650 Bending Stress: Controlling Moment: 9854 ft-Ib 10.0 ft from left support Created by combining all dead and live loads, Controlling Shear: 1971 Ib At support. Created by combining all dead and live loads. psi psi Adjusted Controlled by: Fb= 3600 psi 265 psi Fv' = 398 psi ksi E' = 1800 ksi psi Fc - = 650 psi Comparisons with required sections: Rea'd Provided Section Modulus: 32.85 in3 84 in3 Area (Shear): 7.44 in2 42 in2 Moment of Inertia (deflection): 337.45 in4 504 in4 Moment: 9854 ft-lb 25200 ft-lb Shear: 1971 Ib 11130 lb StruCalc Version 10.0.1.6 6/6/2019 3:08:44 PM page //of LOADING DIAGRAM 20 ft ROOF LOADING Side One: Roof Live Load: LL = Roof Dead Load: DL = Tributary Width: TW = Side Two: Roof Live Load: LL = Roof Dead Load: DL = Tributary Width: TW = Wall Load: 25 psf 15 psf 1.5 ft 25 psf 15 psf 3 ft WALL = 0 plf SLOPE/PITCH ADJUSTED Adjusted Beam Length: Beam Self Weight: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: LENGTHS AND LOADS Ladj = 20 ft BSW = 9 plf wL = 113 plf wD_adj = 85 plf wT = 197 plf NOTES Project: M2294A2F-0 Location: ROOF RAFTER OVER LIVING Roof Rafter [2015 International Residential Code(2015 NDS)] 1.5 IN x 11.25 IN x 7.5 FT (6 + 1.5) @ 24 O.C. #2 - Hem -Fir - Dry Use Section Adequate By: 962,8% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.01 IN UMAX Dead Load 0.00 in Total Load 0.01 IN L/7192 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: U1 REACTIONS Live Load Dead Load Total Load Bearing Length A B 141 Ib 234 Ib 94 Ib 157 Ib 235 Ib 391 Ib 0.39 in 0.64 in SUPPORT LOADS A Live Load 71 plf 117 plf Dead Load 47 plf 79 plf Total Load 118 plf 196 plf MATERIAL PROPERTIES #2 - Hem -Fir Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1 to Grain: Base Values Fb = 850 psi Fb' = Cd=1.50 CF=1.00 Cr-1.15 Fv = 150 psi Fv' = 225 psi Cd=1.50 E = 1300 ksi E' = 1300 ksi Fc - -1- = 405 psi Fc = 405 psi Controlling Moment: 330 ft-lb 2.817 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads Controlling Shear: -238 Ib 6.261 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Rea'd 2.7 in3 1.59 in2 2.67 in4 330 ft-Ib -238 Ib Adjusted 1466 psi on span(s) 2, 3 on span(s) 2, 3 Provided 31.64 in3 16.88 in2 177.98 in4 3866 ft-Ib 2531 Ib Page /of StruCalc Version 10.0.1.6 6/6/2019 3:08:44 PM LOADING DIAGRAM Eft jit 1.5 ft - RAFTER DATA Interior Eave Span Length 6 ft 1.5 ft Rafter Pitch 6 :12 Roof sheathing applied to top of joists -top of rafters fully braced. Roof Duration Factor 1.50 Peak Notch Depth 0.00 Base Notch Depth 0.00 RAFTER LOADING Uniform Roof Loading Roof Live Load: LL = Roof Dead Load: DL = Slope Adjusted Spans And Loads Interior Span: Eave Span: Interior Live Load: Eave Live Load: Interior Dead Load: Eave Dead Load: Interior Total Load: Eave Total Load: 25 psf 15 psf L-adj = 6.71 ft L-Eave-adj = 1.68 ft wL-adj = 40 plf wL-Eave-adj = 40 plf wD-adj = 27 plf wD-Eave-adj = 27 plf wT-adj = 67 plf wT-Eave-adj = 67 plf NOTES City of Tukwila Department of Community Development 6/3/2021 PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Permit No. D19-0220 MULTANI 35TH AVE RESIDENCE 14032 35TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/31/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/31/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0220 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ City of Tukwila Department of Community Development 12/3/2019 PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Permit Application No. D19-0220 MULTANI 35TH AVE RESIDENCE 14032 35TH AVE S Dear PAUL MULTANI, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 7/8/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 1/8/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0220 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 , LAND DEVELOPMENT ENGINEERING PO Box 33, Woodinville, WA 98072 Tim Schriever, PE, PLS t@civilsiteplan.com (206) 669-5218 November 20, 2019 Joanna Spencer City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 SUBJECT: Geotech Review of Drainage Plan Multani Residence - 14032 35th Ave S D19-0220 Dear Ms. Spencer, This letter is to certify that I reviewed the "Civil Site Plans" dated 11/19/2019, including proposed storm water drainage facilities prepared by Tim Schriever, PE, and determined the Civil Site Plans have been prepared in accordance with the "Geotechnical Evaluation Report" prepared by Tim Schriever, PE, dated 11/01/2019. Sincerely, Tim Schriever, P 11 40 22594 I STV. C.!ON z 0/z. o) CORRECTION LTR# RECEIVED CBTY OF 1-UKINILA NOV 22 2019 PaRMIT CENTER Page 1 of 1 7.\ LAND DEVELOPMENT ENGINEERING PO Box 33, Woodinville, WA 98072 November 20, 2019 Bill Rambo Permit Technician City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Tim Schriever, PE, PLS t@civilsiteplan.com (206) 669-5218 \ / SUBJECT: Response Letter Multani Residence — 14032 35th Ave S — D19-0220 Dear Mr. Rambo, This letter provides responses to the City Comment Letter Dated 7/26/2019; Except the Building Department Comments are addressed in a separate letter from the building designer, Architects Northwest. A. Planning Department: Max Baker: 1. Provide minimum and proposed setbacks on site plans; front yard setback = 20 feet, side yard setback = 5 feet, rear yard setback = 10 feet. Engineers Response: Added setback as a textural note and as lines on the plan. 2. 24" Douglas Fir tree in front yard setback is considered to be a Significant Tree and must be retained. "Significant Tree" means a single-trunked tree that is six inches or more in diameter (DBH). Per TMC 18.54.050 "Existing trees will be retained on -site to the maximum extent possible as required by TMC Section 18.54.060: As part of a land use application such as, but not limited to, subdivision or short plat review, design review or building permit review, the Director of Community Development or the Board of Architectural Review may require reasonable alterations to the arrangement of buildings, parking or other elements of the proposed development in order to retain Significant, Exceptional or Heritage non-invasive Trees.". Engineers Response: The trees were inspected with data updated amtuitENEE) revised to save the onsite trees. ©ITV OF TUKWILA CORRECTION LTR# Public Works Department: Joanna Spencer: NOV 22 2019 1. Applicant shall fill out the attached Traffic Concurrency CertificHEWADENTER and pay $300.00 fee to Public Works. Engineers Response: To be provided by Applicant. t o 2 2o Page 1 of 2 LAND DEVELOPMENT ENGINEERING PO Box 33, Woodinville, WA 98072 Tim Schriever, PE, PLS t@civilsiteplan.com (206) 669-5218 2. Project is subject to $ 1,013.88 Traffic Impact fee. Engineers Response: To be provided by Applicant. 3. Since Public Works permit has a progressive fee based on % of site construction cost, please enter the estimated construction cost on page 1 of the attached Public Works Bulletin A2. Engineers Response: Bulletin A2 is attached. 4. Add earthwork quantities on plan: cu yds of cut and cu yds of fill. Engineers Response: Earthwork quantities are shown on the Site Plan sht C-1. 5. Update your July 5, 2019 Geotech report since your proposal is for one SFR and not two, unless future subdivision is proposed. Cross reference the Geotech report on sheet AO (Geotech firm: name/address/phone, date and report title. Engineers Response: The Geotechnical report is revised to the one single family residence permit under review. Added "Site Plan Notes — 4" to sheet C-1. 6. Storm drainage design shall be per King County Surface Water Design Manual 2016 edition and shall implement low impact development (LID), unless not feasible per you geotechnical engineer. Engineers Response: Added "Site Plan Notes — 3" to sheet C-1. 7. Your Geotech engineer shall review the civil site plans and submit a letter that the storm drainage design was prepared in accordance with the Geotech report. Engineers Response: Letter is attached. 8. Revise site plan to include (a) width of the parcel, (b) horizontal control. Engineers Response: Added boundary dimension to the Site Plan and included Boundary Survey as sheet C-4. 9. Prior to any work within the City the right of way Owner/Applicant shall provide Insurance Certificate naming Tukwila as additional insured, bond in the amount of 150% of the ROW construction cost and ROW Hold Harmless Agreement executed with Notary. Please note that contractor performing work inside the ROW shall have a valid Tukwila Business License. Engineers Response: To be provided by applicant/contractor. Sincerely, Tim Schriever, PE Page 2 of 2 �+� /jARCHITECTS f �� NORTHWEST Architects Northwest, Inc. P: 425-485-4900 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 August 6, 2019 Bill Rambo, Permit Technician City of Tukwila RE: Correction Letter #1 Permit Application #: D19-0220 Project Address: 14032 35TH AVE S I': 425-487-6585 Toll Free: 1-888-ARCH-100 Email: ANW@ArchitectsNW.com Architects Northwest Job No. 190095 Mitchell Engineering Job No. 019-338 In response to the comments, changes and revision to the plans are listed below and correspond accordingly to the comments item number. 1. On sheet A7, ceiling insulation revised to R-49. 2. On sheet A6, cardinal directions have been added to elevations. 3. On sheet A6, average grade plane & site elevations have been added. 4. On sheets A3, A4, A5, A6,& A7, plan set revised to sloping conditions on site. 5. On sheet A5, notes 7 & 8 have been removed on floor framing notes. 6. Post in sheet A4 was revised to match A5. Please contact us with any further questions. Respectfully, CliarlesPatton As AIA Architects Northwest, Inc. 425.485.4900 charles@architectsnw.com ORRE TION LTR# bt9oizo 11ECEI\'ED CITY OF d UKWILA NOV 22 2019 PERMIT CENTER City of Tukwila Department of Community Development July 26, 2019 PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D19-0220 MULTANI 35TH AVE RESIDENCE - 14032 35TH AVE S Dear PAUL MULTANI, Allan Ekberg, Mayor 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: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. Cut view on sheet A7 specifies ceiling insulation R-38. Revise to show R-49 per current energy codes. R-38 shall be used in sloped ceilings or advanced roof framing. 2. Revise elevations to specify North, East, South and West side elevations. 3. Elevations show level grade; however, the site plan shows topographical grade slope of about 5 to 6 feet. Show the grade on elevations consistent with the lot slopes. Identify the average grade plane and provide elevation dimensions measured from the average grade plan to the mid portion of the sloping roof between the roof peak and top wall plate. Grade plan is measured from 6 feet from the exterior of the house. 4. The house shows the main floor with the garage at grade level and the back porch at the same grade level which is not consistent with the lot sloping conditions. Provide clarification and show how the back porch and garage including front porch shall work with the sloping grades. Foundation and crawl space shall also be consistent with the sloping conditions. 5. On sheet A5 "Floor Framing Notes" #'s 7 & 8 are not consistent with the floor plan (bearing walls shaded and plumbing fixtures dashed). Please clarify. 6. Specify combustion -air vent provided on exterior wall of the garage for the gas appliances. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Provide minimum and proposed setbacks on site plans; front yard setback = 20 feet, side yard setback = 5 feet, rear yard setback = 10 feet. 2. 24" Douglas Fir tree in front yard setback is considered to be a Significant Tree and must be retained. "Significant Tree" means a single-trunked tree that is six inches or more in diameter (DBH). Per TMC 18.54.050 "Existing trees will be retained on -site to the maximum extent possible as required by TMC Section 18.54.060: As 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 part of a land use application such as, but not limited to, subdivision or shot( plat review, design review or building permit review, the Director of Community Development or the Board of Architectural Review may require reasonable alterations to the arrangement of buildings, parking or other elements of the proposed development in order to retain Significant, Exceptional or Heritage non-invasive Trees." PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall fill out the attached Traffic Concurrency Certificate application and pay $300.00 fee to Public Works. 2) Project is subject to $ 1,013.88 Traffic Impact fee. 3) Since Public Works permit has a progressive fee based on % of site construction cost, please enter the estimated construction cost on page 1 of the attached Public Works Bulletin A2. 4) Add earthwork quantities on plan: cu yds of cut and cu yds of fill. 5) Update your July 5, 2019 geotech report since your proposal is for one SFR and not two, unless future subdivision is proposed. Cross reference the Geotech report on sheet AO (geotech firm: name/address/phone, date and report title. 6) Storm drainage design shall be per King County Surface Water Design Manual 2016 edition and shall implement low impact development (LID), unless not feasible per you geotechnical engineer. 7) Your geotech engineer shall review the civil site plans and submit a letter that the storm drainage design was prepared in accordance with the geotech report. 8) Revise site plan to include (a) width of the parcel, (b) horizontal control. 9) Prior to any work within the City the right of way Owner/Applicant shall provide Insurance Certificate naming Tukwila as additional insured, bond in the amount of 150% of the ROW construction cost and ROW Hold Harmless Agreement executed with Notary. Please note that contractor performing work inside the ROW shall have a valid Tukwila Business License. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) 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. Sincerely, Bill Rambo Permit Technician File No. D 19-0220 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0220 DATE: 11/22/19 PROJECT NAME: MULTANI 35 AVE RESIDENCE SITE ADDRESS: 14032 35 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 101 uilding Division Pu1.I) *NG Works Fire Prevention Structural n IVO Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: DUE DATE: 12/24/19 DATE: 11/26/19 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 „ o PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0220 DATE: 07/08/19 PROJECT NAME: MULTANI 35TH AVE RESIDENCE SITE ADDRESS: 14032 35TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: CMY -11314 C Building Division II 4-11 Public Works PrM 1\VVb Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/09/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required E DUE DATE: 08/06/19 Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping PW” Staff Initials: 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA Amy Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Plan Check/Permit Number: D 1 9-022 0 r Response to Incomplete Letter # • Response to Correction Letter # 1 ✓ i Revision # after Permit is Issued ✓ i Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Multani 3 5th Ave Residence Project Address: 14032 35 Ave S Contact Person: Paul Multani Phone Number: 206-501-6467 Summary of Revision Documents: Comment Response Letter by Tim Schriever, Land Development Engineering Comment Response Letter by Charles Patton. Architects Northwest Geotech Review of Drainage Plan report by Tim Schriever Public Works Bulletin A2 Three copies of Revised Geotechnical Evaluation Report Three copies of Civil Site Plans Three copies of Revised Architectural Plans RECEIVED CITY OF TUKWILA NOV 2 2 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date q Received at the City of Tukwila Permit Center by: V._ Entered in TRAKiT on / — 7 Imps://d.docs.live.net/4f6bf4dd3f26a2dc/Sivil Projects/Multani-Tukwila 14032 35 Ave S/OLITOOtbie FILES/2019.11.19 SUBMITTAL/Revision Submittal Form.doc Revised: August 2015 � 60s149th Suitemn Seattle, ww98/68 Phone: (206)2*2e236 CERTIFICATE OF SEWER AV&ULA131LITY NON AVAILABILITY Residential. $50.00 Commercial. $Y00.00 Certificate ofSewer Availability OR 0[erti0ete of Sewer Non -Availability Part A:(To 0eCompleted 8y Applicant) Purpo of Certificate: �N Building Permit O Preliminary Plat or PU0 hurtDivision [] Rezone []Other Prop d Use: O[mnmeoial Residential Single Family [] Residential Multi -Family [I Other Applicant's Name pmpertyAddreaF1|10^7q /q Phone Number Tax Lot Number Legal Description (Attach Map and legal Description ifNecessary); Part EE(To be Completed bySewer Agency) aA Sewer Service will be provided byside sewer connection only to an existing L'' size sewer l. =~ 0 . feetfrorn the site and the sewer system has the capacity to serve the proposed use. OR b. sewer service will require animprovement tothe smversystem o� [] (1) : feet ofsewer trunk orlateral tnreach the site; and/or [] (2)The construction ofacollection system unthe site and/or [ [l E0 Other (describe) [ 2. Must becompleted ifl'babove /schecked a. The sewer system improvement Is.in conformance with a County approved sewer comprehensive 0 pan, OR b`The sewer system improvement will require usewer comprehensive amendment. ~' 0 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension nfsenvicpoutsidetheDisthct OR C) a.Annexation orDROxppmva|wiUbenecessary toprovide service. 4` Service is subject tothe following; Permit $ ��^~� mo� a. DistdctConnection Charges due x~~^~' ' phnrtouonnectmn: GF[ $ 0 SR� $ «`� / Unit: $ ��» ' Total / /��.�»�» . ' . . 1h 4L03,1 ��, �mChange onJanuary 1st) RECEN '^ D or Midway Sewer District ConnertKKY OFTLJ Either aOng Charge may bedue upon connection to sewers. �UUU w�W �"�^. w b Easements: [] Required [3 Maybe Required PER � AT -- c Other ��4=° b�-��k-�^� » � «�,�Lvx ^� | hereby certify that the above sewer agency information btrue. This oert�ca�onshall bevalid for one year from the date ofsignature. ' By Title Date ' .No& == TER 10 . ^ ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAkLABI LITY/NON'AVAKLABULUTY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate ufSewer Availability/Non Availability ("[ertiAcate") 1. This certificate isvalid only for the real property referenced hemin("Pmpert/") which isin the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac, This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2 This Certificate creates nocontractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature onthis Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City ofTukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which /s the subject ufthis Certificate. 4. If the District mthe applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical urimpossible the provision ofsewer services tuthe Property. 5. Application for and possible provision ufsewer service tothe Property shall besubject tuand conditioned upon availability ofsewer service »nthe Property atthe time ofsuch application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. /udmnwlexdge thatihave received the Certificate ofSewerAvoilabilItYINon -Availability and this attachment, and fully understand the terms and conditions herein, Applicant's signature � 04 * ° ll OUTSIDE INSIDE REPAIRS DEPOSIT $ /00 • 1.)) r4b0 i-nD PEarviirr Valley VeTiv APPLICATION FOR SIDE SEWER PERMIT VALLEY VIEW SEWER DISTRICT 3460 South 148th Street, Suite 100 • Seattle, Washington OWNERLjL ; HOUSE ADDRESS iAZA2._ 5-€1-1 , NAME SUBDIVISION TAX LOT No. / DISTRICT APPROVAL BY • DATE TEST RESULTS 20 (7 CONTRACTOR: "'• PERMIT ( 0 0 EASEMENT No, RECEIPT No. DATE .-4-5 • 5 l.s.:vv\tD BASEMENT: YES NO LOT No. BLK. No. SCALE / y ABS .64•Shir ba/9".kieS/PY4 siron;lkk \I C p 1 r. / GO ,SZ TO /V/2 3 37THAVI$ T- I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL BY DATE /0/2 %VA)/ OUTSIDE INSIDE REPAIRS DEPOSIT $ 64) ; $ - 1 TM ro I APPLICATION FOR SIDE SEWER PERMIT VAL VUE SEWER DISTRICT p (A _CpAt.)4n, 14816 Military Flood S. • Seattle, VVashinuton OWNER Lib_ HOUSE ADDRESS MO NAME SUB -DIVISION TAX LOT No. S2 304( c1C0*-- I I " ct GO NO -A 4 to rig 22.v• 4 ,N,?! Y `.141 • DISTRICT APPROVAL BY 4-dr—t-c.' DATE TEST RESULTS 24,44t. • e CONTRACTOR 4 a / PERMIT 5694 EASEMENT No. RECEIPT No, 2.8'77 DATE / • '7 .03 BASEMENT: YES LOT No. BLK, No. SCALE ZOi cs" NO ey; Av; •e,/`',117 -r I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL DATE OUTSIDE INSIDE REPAIRS DEPOSIT $ ValleyVeiv PERMIT I APPLICATION FOR SIDE SEWER PERMIT VALLEY VIEW SEWER DISTRICT 3460 South 148th Street, Suite 100 0 Seattle, Washington • _ )1. EASEMENT No. RECEIPT No. CO c26 c.. DATE OWNER e CONTRACTOR: BASEMENT: YES NO NAME SUB -DIVISION LOT No. BLK. No. SCALE HOUSE ADDRESS / 11032. TAX LOT No. /c2. 3 5" '1 7 007 c_r? PP.2:: N — 35 m /Iva 5 PVC /140Z0 DISTRICT APPROVAL BY i) /-) DATE ./ I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS PBEEN MADE AS SHOWN, PRIOR TO BACKFILL TEST RESULTS t.if 1 /C BY DATE /0/ PERMIT NI2 2946 ... OWNER.. OWNER...... VAL VUE SEWER DISTRICT EASEMENT No. ........... ................ APPLICATION FOR CARD No ... ....q_.................._. SIDE SEWER PERMIT . DATE..._..... Fes . i 152? i D07 CONTRACTOR HOUSE ADDRESS—. __..1__.`' " Y BASEMENT: YES (� 43Qio l.�j _NAME SUB -DIVISION. �? _ �. e.S .. »..._�.._.-.._...._._..LOT No. BM No - sp.) V4- o 1 5-24 - 04- DISTRICT APPROVA TEST RESULTS DATE •J-9•-Z- tf1 NO SCALE............................................................................................. 1 HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL 1 c- 141 P.O, Box 69560 SEATT[.E, WA98106 3460 SOUTH 140TH STREET SUITE 1O0 4 K4 P p4K6 . cK Co" eoh!. 't=u5{O Tee. i41I1-37 % \ " 9Q.Q7 4"r useo P/L. TQE. MICHAEL J. WWST JOE T, COLELLO RICK FQRSCHLER COMMISSIONERS DANA L3ICK GENERAL MANAGER 206/242-9236 FAX 2061242-1527 VAL VUE SEWER DISTRICT NOTICE OF DEFICIENCIES VAL VUE SEWER DISTRICT 14816 Military Road So. Seattle, WA. 98168 242-3236 Subject Property Address i4-0g2 3 5. The foliowing described parcel/parcels of property have deficiencies as noted per side sewer regulations of Val Vue Sewer District. Legal Description: cs / 0-A) 43 cne i.\/ 19 Also known known as: . Side Sewer installed without permit. Side Sewer installed without inspection. 3. Side Sewer Construction rejected by District and not corrected by owner. 4. Connected to sewer in a manner contrary to District Resolution. 5. Side Sewer reworked without inspection/or permit. 6. Structure not connected to mainline sewer system. The above information is accurate according to records of Val Vue Sewer District this 3 day of 'PC, ,19 STATE OF WASHINGTON ) SS. COUNTY of RING Manager On this day personally appeared before me T. j. Matelich, to me known to be the Manager of Val Vue Sewer District, King County, Washington and acknowledged the said instrument to be the free and voluntary act and deed of said municipal corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. WITNESS my nand and official seal this day of ,19 Notary Public Iri and for the State of Washington,residing at Seattle City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov RTIFICATE OF WATER AVAILABILITY PERMIT NO.: Part A: To be completed by applicant Site address (attach map and 1;t. description showing hydrant location and size of mai ): 44(•77/ 1^-1 )1403; 3c- Pz a 50 -c1oo7 Owner Infomation Agent/Contact Person Name: OA Ail 4 IN\ kA \ ' "" k ,Name: AddressalSok , , , q /42 fr I— 49771 Address: Phone: / (9,‘ - - - 0/ -4 17 Phone: by\h's certificate is for the purposes of: Residential Building Permit 0 Commercial/Industrial Building Permit El Preliminary Plat EJ Rezone Estimated number of service connections and water meter size(s): gShort Subdivision Other /ft Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): WATER D1STHICT 12b Owner/Agent Signature 79 Date Part B: To be completed by water utility district 1. The proposed project is within 2. No improvements required. K G (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: f\J/A (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 tux-) gpm at 20 psi residual for a duration of 2 hours at a velocity of 4). '6 fps as documented by the attached calculations 1-.ECEIVED 5. Water availability: crry OF TUKWILA x Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. JUL 0 8 2019 System is not capable of providing service to this project. PERMIT CENTER I hereby certify that the above information is true and correct. Kr-0G C.R:up,11-4\-TEQ- Z471..CrRra- * VZS Agency/Phone 2,Cr.0 2LA \,opp:inationsWorms-Applications On Line \ 2011-05 Water Availability.doo , By TqL-Ai\-1 (s2 \°‘ Date Ey.e-R.ES —2.CD b •• oc)dc, ° °. Attachment to Certificate of Water Availability King County Water District No.125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate ofWater Availability is valid only for the real property referenced herein for the sole purpose of submission to City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes morepresentations, expressed oximplied, the applicant will be able toobtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate' 3. As of the date of the issuance nfthis Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available tothe real property atthe time the applicant may apply tothe District for such service. 4~ Application for and the possible provision of District utility service to the real property which is the subject ofthis Certificate shall besubject to and conditioned upon the availability of water service to the real property atthe time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. 5. Developer will be responsible for all costs associated with the water improvements and relocations, Applicant Signature District Signature Date Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D19-0220 MULTANI Custom Homes, LLC: Grantee/Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Work inside the City Right of Way associated with construction of new SFR @ 14032 35th Avenue S in Tukwila Abbreviated Work Description: The South 68 feet of the North 430 feet of the West 195 feet of the East 415 feet of the Southwest Quarter of the Southwest Quarter of SECTION 15, TOWNSHIP 23 North, Range 4 East, W.M.., IN KING COUNTY, WA NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page DATED this day of flUY'-L , 2(0. 0 a limited liability corporation Its: ro STATE OF WASHINGTON COUNTY OF KING On this 16 ss, day of t(akt' 20 .PO_,cbefore me a Nota and for the State of Washington, persorfIIy appeared - ()„,c,{),vider )17c.dtein , to me known to be the Me 11A-I, .0-)k Ha, )1 (tz s , a limited liability corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. Public in of IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name:' 1-,a601 4-1 ("e' NOTARY PUBLIC, in and for the Sta e,of Washington, residing at AC My commission expires: DATED this GRANTEE: By: Print Name: Its: CITY ofTUKWILA Henry Hash day of lailUal , 2020 Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING On this day, before me personally appeared HENRY HASH to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. ... ks = Z OTA 6 ...- ... C.) .... • .... Cla 5; ...:.: 080. z: (....) .... ...- 'I- /lifisiv. //, 1 p WASYt Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: ACORC�►® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD/YYYY) 01 /06/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the po icy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Humble & Davenport Insurance Brokers Inc. 3500 Maple Valley Hwy Renton WA 98058 CONTACT Brittany Bryan NAME: PHONE (425) 226-8221 FAX (425) 255-9342 (NC. No, Ext): (NC, No): Ean A DRESS: brittany@humbledavenport.com INSURER(S) AFFORDING COVERAGE NAIC N INSURER A: Colony Insurance Company INSURED Multani Custom Homes, LLC 9524 S 237th PI Kent WA 98031 INSURER B : INSURER C : INSURER 0 : INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER: CL1972224317 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR R TYPE OF INSURANCE INS DL SWVD POLICY NUMBER IYYYY) (MM/DDY (MMIDD//YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 101GL0104414-01 08/04/2019 08/04/2020 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE ",I OCCUR DAMAGE TO 0 PREMISES (Ea6occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'LAGGREGATEL(MIT X APPLIES PER: POLICY PRO- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS . COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY _ SCHEDULED COMBINED SINGLE LIMIT (Ea ecddent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ — UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE 3 AGGREGATE 3 DED I RETENTION $ $ WORKERS COMPENSATION LI AND EMPLOYERS'ABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE j�` OFFICER/MEMBER EXCLUDED? I (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY UMrr $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) �� The certificate holder Is named as additional insured with respects to the operations of the named Insured. Insurance Is primary an n ED waiver of subrogation applies per form U156A-0313. JAN 0 6 2019 TI I iltA tit A CERTIFICATE HOLDER City of Tukwila 6300 Southcenter Blvd Ste 100 Tukwila WA 98188 CANCELLATION PUBLIC WORKS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD D I 02 20 101 GL 0104414-01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS - BLANKET COVERAGE INCLUDING PRIMARY / NON-CONTRIBUTORY AND WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Insured Person(s) or Organization(s) (Additional Insured): Location(s) of Covered Operations: All persons or organizations as required by a written contract or agreement with the named insured. Locations as required by a written contract or agreement with the named insured. A. SECTION II — WHO IS AN INSURED is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. your acts or omissions; or 2. the acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: Additional Insured Contractual Liability "bodily injury" or "property damage" for which the additional insured(s) are obligated to pay damages by reason of the assumption of liability in a contract or agreement. Finished Operations at Work "bodily injury" or "property damage" occurring after: 1. all work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. that portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization. Negligence of Additional Insured "bodily injury" or "property damage" arising directly or indirectly out of the negligence of the additional insured(s). U156A-0313 Includes copyrighted material of ISO Properties, Inc., Page 1 of 2 with its permission. 101 GL 0104414-01 C. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, 4. Other Insurance is amended and the following added: The insurance afforded by this Coverage Part for the additional insured required by a written contract or agreement with the named insured is primary insurance and we will not seek contribution from any other insurance available to that additional insured. D. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, 8. Transfer Of Rights Of Recovery Against Others To Us is amended and the following added: We waive any rights of recovery we may have against any person or organization because of payments we make for injury or damage resulting from your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard" if: a. you agreed to such waiver; b. the waiver is included as part of a written contract or lease; and c. such written contract or lease was executed prior to any loss to which this insurance applies. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. U156A-0313 Includes copyrighted material of ISO Properties, Inc., Page 2 of 2 with its permission. (Olabur & Industries (https://Intwa,q00 Contractors MULTANI CUSTOM HOMES LLC Owner or tradesperson Principals MULTANI, PALWINDER SINGH, PARTNER/MEMBER Doing business as MULTANI CUSTOM HOMES LLC WA UBI No. 603 130 642 9524 S 237TH PL KENT, WA 98031 206-501-6467 KING County - Business type type Limited Liability Company 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. MULTACH891NR Effective — expiration 08/19/2011— 08/19/2021 Bond Developers Surety & Indem Co Bond account no. 858196C $12, 000.00 Received by L&I Effective date 08/19/2011 08/18/2011 Expiration date Until Canceled Insurance Colony Inc Co $1,000,000.00 Policy no. 101GL0104414-01 Received by L&I Effective date 07/22/2019 08/04/2019 Expiration date 08/04/2020 Insurance history .avings 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. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. �:� .v: :;,.,, xi: 'sk% ill: ^ •,tiY "...a. .. sh; :," Ri'- t YI Y.,=n f r.e 94 �r E N, i. . 14032 35th AVENUE S. TUKWILA WA 98168 APPLICANT CONSULTANTS CIVIL ENGINEER ARCHITECT Multani Custom Homes, LLC TIM SCHRIEVER, PE, PLS JEFFREY DEfOULET 9524 S 237th Place LAND DEVELOPMENT ENGINEERING ARCHITECTS NORTHWEST Kent, WA 98031 PO BOX 33 18915 142nd AVE NE (STE 100) Paul Multani (206) 501-6467 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 poulmuitani9hotmail,com (206) 669-5218 (425) 485-4900 T@CIVILSITEPLAN.COM N EXISTING GAS LINE I I= NEW a �o UNDERGROUND I A POWER I a POWER POLE la I y W/TRANSFORMER ' I / N 0 14 a To 11:I AWMAM91MINIMM ELEVATION DATUM: APPROX. NAVD 88 BENCHMARK APPROX. ELEVATION DATUM SCALED FROM KING COUNTY GIS LOCAL BENCH MARK: TOP OF IRON Rim WITH YBLow CAP AT SW PROPERTY CORNER: REV = 337W TAX PARCEL NUMBER 3 1523049007 I+ EXISTING FIRE HYDRANT I� 1 LEGAL DESCRIPTION THE SOUTH 68 FEET OF THE NORTH 430 FEET OF THE WEST 195 FEET OF THE EAST 415 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. 3 l l ,I --------- - ,3 I I i ! EXISTING WATER METER- 13 I NEW WATER LIND 1" POLY 200 PSI I I I GAS LINE EXTENDED TO RESIDENCE W EXTEND SIDE SEWER TO RESIDENCE (VptLl-Ei VtSw SGWSfL EXISTING SIDE SEWER M i �t- ( 337.3 ♦ yy, (I I `i` I I rI, 0 t rt 24' FIR TD, BE R�tdQVED w w I 1337.1 A 1 -1 a �S 4 SS SS 337.,0 i� ss I I EXISTING 'AND FINISHED GRADE r P<uG> — ! I C❑NTOURS�WILL �BE THE SME, Ill II! 3g e6 I ijl I 336.73 I rl i NEW R'��IDENCE I I I S Intl I I ' i MAIN F, tOC R: 337.00 I, GARAC�IEILO/HI: I �'); o 6.731�37.0 LI1IT OF TEARING l CRAWL XR: 331.0 MI� I I 1 III I I t u � lei � III i i� i I I I I I:I 30.0' 320.1 i 320.1 "--INSTALL SILT FENCE AND ORANGE BARRICADE FENCING SETBACK 27' FROM THE 18' FIR; FOR TREE PR❑TECTION —IF',' Fit DURING CLEARING & GRADING 20.7' 45.0' 129.4' I 32LO INFILTRATION TRENCH, SEE CIVIL PLAN SHEET C2.1 1 PARKING SPACE IN GARAGE AND 2 PARKING SPACES ON DRIVEWAY IN FRONT OF REVISIONS GARAGE: No cr:anpes snail be niaoe to the scope of work without pe0' aporoval Of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. STORMWATER DRAINAGE NOTES: 1. SEE CIVIL PLAN SHEET C2.1 FOR DRAINAGE DETAILS. 2. ALL STORMWATER INFRASTRUCTURE FACILITIES ON THE SITE SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. _SS - - ss - G � 2 �O 9 f � G 140th Sf. S 4 N ' s 4 M S. 142nd S � (� VICINITY MAP I SCALE: NOT TOSCRLE �� FIL OP Permit No. Plan review approval is subject to errors ano omissions. Approval of construction aocuments does not authorize the violation of any adopted code a - ordinance. Receipt of approved Field Coov and n i wietlgea: ay: Date: O O City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: - Win M-Iwbk04 VJI'M PL/Q'I"C WORA u1�D SHEET INDEX AO SITE PLAN Al COVER SHEET A2 SCHEDULESHEET A3 DETAIL SHEET A4 FOUNDATION PLAN & ROOF FRAMING PLAN A5 MAIN FLOOR PLAN & UPPER FLOOR PLAN A6 ELEVATIONS A7 BUILDING SECTIONS S1 STRUCTURAL/ LATERAL PLAN & DETAIL C2.1 SIMPLIFIED DRAINAGE PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 RY of Tukwila BUILDING DIVISION RECEIVED JUL 0 9 2019 BUILDING FLOOR AREAS (sQ,uKwILA 1st FL. LIVING: 1145 PUBLIC WORKS 1st FL GARAGE 475 1st FL PORCH 90 2dn FL LIVING 1552 TOTAL FLOOR AREAS 3275 NET LAND COVER AREAS (sQ, FT. RECEIVED ROOF 1928. �ITY OF TUKWILA CONCRETE DRIVEWAY 299 DECK _91 JUL 0 8 2019 TOTAL IMPERVIOUS 2318 PERMIT CENTER PROJECT DESCRIPTION CONSTRUCTON OF ONE SINGLE FAMILY RESIDENCE ON A 13,259 SQ, FT. LOT WITH ASSOCIATED DRIVEWAY, DRAINAGE FACIUTIES AND UTILITIES. PROJECT NAME MULTANI 35TH AVE LOCATED IN A PORTION OR SE1/4, SW1/4, SECTION 15, TOWNSHIP 23N, RANGE 4E, W.M. PROJECT ADDRESS 14032 35th AVE S TUKWILA, WA 98168 PARCEL NUMBER 152304-9007 i Sheet Title SINGLE FAMILY RESIDENCE COVER SHEET Principal Contact Paul Multani (206) 501-6467 paulmultani0tlotmal.com Applicant "'- Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 Property Owner Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 - SCALE: 1"=20' 0 10 , 20 30 40 ELEVATION DATUM: KING COUNTY ELEVATION BENCHMARK: TOP OF IRON ROD THIN YELLOW OAP AT A PROPERTY CORNER. DID = 337.W LAND DEVELOPMENT ENGINEERING 52R�&�V PO Box 33 Woodinville, WA 98072 / (206) 889-5218 f t®civilsiteplan.com 7/5/2019 PE, PLS EXISTING LAND USE ZONE: LDR TOTAL PARCEL AREA: 13,259 SQ.FT. = 0.30 AC. SOIL TYPE: ALDERWOOD WATER PURVEYOR: WATER DISTRICT #125 SEWER PURVEYOR: VALLEY VIEW SEWER DIST. JURISDICTION: CITY OF TUKWILA Date 07/05/2019 Scale 1"=20' A Sheet Number /{ O ti , E E � s ,,, �w .;r ` .:E c�: � ,.s"•` w+: , ry, m �z � . z T;, �,. t .� �g „;i" >flt. '* ) `'S}zmstn.�ruw'' w:w,.,:�z:u:;cw*: ?..� %E' rw�.. C` � � , z+�,«,cc. J"rr: �s:. :.>•.,w, aax,. � ia'T.. �^"sxa4-.: arx<,:. w.,�=,' S wa'r:r-��vs~-;.,N� a:.. szx _a;:;;:r?>;z4F zid 'a',l�'` r . � I, 1 1 l •i •i APPLICANT CONSULTANTS CIVIL ENGINEER GEOTECHNICAL ENGINEER ARCHITECT Multani Custom Homes, LLC TIM SCHRIEVER, PE, PLS TIM SCHRIEVER, PE, PLS JEFFREY DETOULET 9524 S 237th Place LAND DEVELOPMENT ENGINEERING LAND DEVELOPMENT ENGINEERING ARCHITECTS NORTHWEST Kent, WA 98031 PO BOX 33 PO BOX 33 18915 142nd AVE NE (STE 100) Paul Multani (206) 501-6467 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 poulmultani@hotmail.com (206) 669-5218 (206) 669-5218 (425)485-4900 T®CIVILSITEPLAN.COM T@CIVILSITEPLAN.COM 28" GRAND FIR TO REMAIN REMOVE EX. ASPHALT AND RESTORE PER S❑I REST❑RATI❑N PLAN (SEE SHEET C-2) PDWER POLE W/TRANSFORMER I I EXISTING FIRE HYDRANT I 3 I ti Io 3 ' I I N I I to la I I I N � I li..._ 2 'R W 20'ROW a ti 337.3 � I i •�a.�. ii ti la i I I I §G it =_101_ ;' OW ELEVATION DATUM: APPROX. NAVD 88 THE SOUTH 68 FEET OF THE NORTH 430 FEET OF THE WEST 195 FEET OF THE EAST 415 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP BENCHMARK 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. APPROX. ELEVATION DATUM SCALED FROM KING COUNTY CIS LOCAL BENCH MARK: TOP OF IRON ROD PAIR MOW CAP AT SW PROPERTY CORNER: ELEV = 337.50' TAX PARCEL NUMBER 1523049007 INSTALL 6' CHAIN LINK FENCE (OR EQUAL) FOR TREE PROTECTION DURING CLEARING, GRADING & BUILDING. CONSTRUCTION EXISTING AND FINISHED GRADE CONTOURS WILL BE THE SAME. EXISTING SIDE SEWER w to o n _ — -- S88°27'324E 1915,01' ------ _ I 1 RESIDENCE! I jVIdrIN FLOOR: 337.00 ' j ARAGE LO/HI: i o i I 36.79/337.0 I o I ! a i CRAWL'FLR: 330.0 MIN 0 I 36.63 336.7i ` I I•I ; T I o I 37.5 1 —31.0', i 2 PARKING SPACES IN GARAGE AND 2 PARKING SPACES ON DRIVEWAY IN FRONT OF GARAGE, UNDERGROUND POWER, GAS & CABLE LIMIT ❑F-�y\ CLEARING t l I 1 I � t � N r- L---1--- G `v a z Z r G c S. 140th ST. 100 SITE N o Q Q A M N~J S. 142nd S (� VICINITY MAP ' 1 SCALE: NOT TO SCALE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. I Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: IZ By:_ (i I Mt}�bATt�R.y �P.z-tot� M��T'lo�G� W lilt �{'Lc4t.tt WnRldS tS R�Q' 0, I I —INSTAL SILT FENCE j DOWNHI L OF ANY CLEARED OR GRAIDED SOIL AREAS. ' T}t I i 1-320.1 _X X X ---�� SS ss i � I X x' INSTALL SILT FENCE AND .,.., 320. CHAIN LINK FENCE (OR EQUAL), SETBACK 23' MIN co FROM THE TREE DURING CLEARING & GRADING II, � x i 0 23, DOUGLAS FIR REMAIN �o.o' TO 119.11 321.0 BUILDING SETBACK LINE PER Z❑NING CODE (TYP) INFILTRATI❑N SYSTEM, SEE CIVIL PLAN SHEET C-3 I SITE PLAN NOTES: 1. SEE CIVIL PLAN SHEET C-3 FOR DRAINAGE DETAILS. 2. ALL STORMWATER INFRASTRUCTURE FACILITIES ON THE SITE SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 3. STORMWATER DRAINAGE FACILITIES ARE DESIGNED IN ACCORDANCE WITH THE 2016 KING COUNT SURFACE WATER DESIGN MANUAL. 4. ALL WORK MUST BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT BY TIM SCHRIEVER, PE, DATED NOVEMBER 1, 2019. SHEET INDEX C-1 SITE PLAN C-2 SOIL RESTORATION & TREE PROTECTION PLAN C-3 DRAINAGE PLAN C-4 BOUNDARY SURVEY Al COVER SHEET A2 SCHEDULE SHEET A3 DETAIL SHEET A4 FOUNDATION PLAN & ROOF FRAMING PLAN A5 MAIN FLOOR PLAN & UPPER FLOOR PLAN A6 ELEVATIONS A7 BUILDING SECTIONS S1 STRUCTURAL/ LATERAL PLAN & DETAIL BUILDING SETBACKS FRONT YARD 20' MIN SIDE YARDS 5' MIN. REAR YARD 10' MIN. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION RECEIVED NOV 2 6 2019 BUILDING FLOOR AREAS (So, FT.) TUKWILA PUBLIC WORKS Tat FL. LIVING: 1145 1st FL GARAGE 475 Tat FL PORCH 90 2dn FL LIVING 1562 TOTAL FLOOR AREAS 3275 RECEIVED CITY OF TUKWILA NET LAND COVER AREAS (so, FT.) ROOF 1920. NOV 22 2019 CONCRETE DRIVEWAY 868 DECK 1 TOTAL IMPERVIOUS 28799 PERMIT CENTER PROJECT DESCRIPTION CONSTRUCTION OF ONE SINGLE FAMILY RESIDENCE ON A 13,259 SQ. FT. LOT MATH ASSOCIATED DRIVEWAY, DRAINAGE FACILITIES AND UTUTIES. EARTHWORK QUANTITIES INSIDE BUILDING FOOTPRINT EXCAVATION 125 CU. YD. CORRE TION. EMBANKMENT 0 CU. YD LTR# OUTSIDE BUILDING FOOTPRINT EXCAVATION 4 CU. YD, ASPHALT -RECYCLE OFFSITE EXCAVATION 10 CU. YD. CLEARING DEBRIS -RECYCLE OFFSITE EMBANKMENT 1 CU. YD BUILDI FOUNDATI BAC FILL 20 PROJECT NAME MULTANI 35TH AVE LOCATED IN A PORTION OF: SE1 /4, SW1 /4, SECTION 15, TOWNSHIP 23N, RANGE 4E, W.M. PROJECT ADDRESS 14032 35th AVE S TUKWILA, WA 98168 PARCEL NUMBER 152304-9007 Sheet Title SINGLE FAMILY RESIDENCE COVER SHEET SITE PLAN Principal Contact Paul Multani (206) 501-6467 paulmultani@hotmail.com Applicant Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 Property Owner Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 SCALE: 1"=20' 0 30 , 20 30 40 N en ELEVATION DATUM: KING COUNTY ELEVATION BENCHMARK: TOP Of IRON ROD NTH YELLOW CAP AT SW PROPERTY CORNER. ELEV = 337.50' HORIZONTAL CONTROL IS BASED ON RECORD OF SURVEY UNDER KING COUNTY RECORDING NO. 20131023900007 LAND DEVELOPMENT ENGINEERING .� L. SC Ir PO Box 33 �F <I Woodinville, WA 98072 O �ASkj �f (206) 669-5218 t®civilsiteplan.com 4�� 11/19/2019 Tim Schriever, PE, PLS EXISTING LAND USE ZONE: LDR TOTAL PARCEL AREA: 13,259 SQ.FT. = 0.30 AC. SOIL TYPE: ALDERWOOD WATER PURVEYOR: WATER DISTRICT#125 SEWER PURVEYOR: VALLEY VIEW SEWER DIST. JURISDICTION: CITY OF TUKWILA COMBOSFR PERMIT APPLICATION NUMBER D19-0220 11/19/2019 RELOCATED HOUSE TO SAVE TREE. Date Scale 7/05/2019 1"=20' Sheet Number C ® 1 PROJECT NAME y. ^�sxt s,ti•. a.,r;'S rr•x rd'a: x,�....;'t;;� � a �.r, a�:r.G a,. n�xvl ' �1'"ri'Ea_':.. � }�c�+S�"k#4 '.;Yyyy!.'°y�.Y^+' 1�, .4 Li a r,$.Yh.+'t',. ,.. }., ..[.$. i,s"�;,u{'. '`''s,,.u,k.,.•.a.L;.. �tuYE;``. 4'eu- 'vTY'i '' .�,,t�"�5�,", .... �^Fiw „�'s,Y L,^'�t. :m �A .qa��, .� �t �`~"*. artL ,uk - Yfi �� ,.,a . ,xuv • 7 zh { w>>"v{,.•:.t. �`"� E.+...w,3 ktiz"iK; L+s' .a� n� ;,. 4it i�; �. .n,.z: ^ w•'k", t�i �+. :%t�' `"�' �".,?p�� { »s..iaka: -^, � R 1 10�11' iT r � ;, , r117rNFxr14A1J , s I t APPLICANT CONSULTANTS ELEVATION DATUM LEGAL DESCRIPTION CIVIL ENGINEER ARCHITECT ELEVATION DATUM: APPROX. NAVD 88 THE SOUTH 68 FEET OF THE NORTH 430 FEET OF THE WEST 195 FEET -OF THE EAST 415 FEET Multani Custom Homes, LLC TIM SCHRIEVER, PE, PLS JEFFREY DEfOULET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 9524 S 237th Place LAND DEVELOPMENT ENGINEERING ARCHITECTS NORTHWEST BENCHMARK 23 NORTH, RANGE EAST, W.M., IN KING COUNTY, WASHINGTON. Kent, WA 98031 PO BOX 33 18915 142nd AVE NE (STE 100) Paul Multani (206) 501-6467 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 APPROX. ELEVATION DATUM SCALED FROM KING COUNTY CIS paulmultani@hotmail.com (206) 669-5218 (425) 485-4900 LOCAL BENCH MARK: TOP Of IRON Roo i YELLOW CAP AT SW TOCIVILSITEPLAN.COM PROPOnY CORNER: DEV = 337.50' TAX PARCEL NUMBER 1523049007 I � I x 0 a '� EXISTING FIRE HYDRANT I I S❑IL RESTORATI❑N AREA #1 y 0 CLEAR BLACKBERRY AND OTHER WEEDY l0 SPECIES BY HAND AND COVER WITH 3" DEPTH COMMERCIAL MULCH OR COMPOST, l a ID❑ NOT R❑TOTILL. REDUCE ROOT I DISTURBANCE AS MUCH AS POSSIBLE, I la W � I a � C I N f 28" GRAND FIR TO REMAIN a 0 I ,3 i SOIL RESTORATION AREA #11 I _ CAREFULLY REMOVE EXISTING ASPHALT SURFACING o �. FROM TREE CRITICAL ROOT ZONE BY HAND (OR EQUAL) WITHOUT DIGGING INTO ORIGINAL GROUND SURFACE OR DISTURBING TREE ROOTS, I J,31 31 SAW CUT EXISTING ASPHALT TO RETAIN 16' WIDE _ 1 f 1' 336.71b ASPHALT DRIVEWAY NOT LESS THAN 15' AWAY a 'I FROM THE 27' GRAND FIR TO BE REMOVED, _ I lr SAW CUT EXISTING ASPHALT TO RETAIN 10' WIDE ASPHALT DRIVEWAY 5' AWAY FROM SOUTH PROPERTY LINE POWER POLE W/TRANSFORMER INSTALL 6' CHAIN LINK FENCE (OR EQUAL) FOR TREE PROTECTION DURING CLEARING, GRADING & BUILDING. CONSTRUCTION EXISTING AND FINISHED GRADE CONTOURS WILL EXISTING SIDE SEWER BE THE SAME. o w cc N N I I I __----INSTAL SILT FENCE DOWNHILL OF ANY CLEARED OR GRAIDED SOIL AREAS, I 1-320.1 .. • pia l IIIIIIIII �mailr AGE • ►■■1111■■IIIII■■■■■ 't I�!d■■I111■■lill■■■■■ 1 N I■�■■■IIIII■■1111■■■■■ I■ ■■■■IIII,■■I11■■■■■ l■■■■■Iti■L':!■■■■■ i■■■■■HEI■■■■■■■■ 1 I � i I ti La J3 I 0 !'I la I ! A _;ice I UNDERGROUND POWER, GAS & l CABLE !a I I SOIL RESTORATION AREA #3 CLEAR BLACKBERRY AND OTHER WEEDY SPECIES LEAVING EXISTING TOPSOIL IN PLACE, SEED AND MULCH WITH LOW GROWING GRASS LAWN MIX, SOIL REST❑RATI❑N AREA #2 CLEAR BLACKBERRY AND OTHER WEEDY SPECIES, AMEND SOIL BY ADDING 3' DEPTH COMMERCIAL MULCH OR COMPOST TO AREAS TO REMAIN PERVIOUS AND R❑TOTILL INT❑ UPPER 8' OF SOIL, AND SEED OR SOD NEW LAWN, 3 VICINITY MAP ' % SCALE: NOT TO SCALE CONSTRUCTION SEQUENCE 1. INSTALL 1' CHAII LING FENCE AROUND TIM PER PLAN AND AT NORTH EDGE OF THE EINSM ASPHALT ORPAV1AY. 2. INSTALL SILT FENCE DOMOUL OF AREA 70 BE CLEARED FOR RESIDENCE CONSTRUCTION 1 USE DOS1RO ASPHALT DRIVEWAY FOR CONSTRUCTION ENTRANCE 4. GRADE AND INSTALL ADDI'DONAL CONSTRUCTION ENTRANCE MOM SOUTH PROPERLY LNE PER PLAN S. SAW CUT ED0. LNG ASPHALT DRIVEWAY PER PLAN AD LEAVE ASPHALT IN PLACE AS LONG AS POSSIBLE, NL CONSTRUCT RESIDENTIAL MUM FOINDATION AND FRAMING, DRY UTILITIES AND RNFR.IRAIROM SYSML 7. HAND CLEAR SAC AND OTHER WEEDY MM 28 FEET Or GRAD FIR TREE 0. RED EH R NO ASPHALT %MACRO HEAR THE 21" GRAND FRR TREE BY HAD OR OTHERWISE IN A MANOR VMM EOUIPMENT WILL HOT DBT■RS THE GROUND SURFACE WITHIN 28 FEET W TIE GRAND FIR, WOMM ONLY RM THE CASTING ASPHALT SU RFAE. 0. MMM7MY PLACE 3' DEPTH OF CMGMW& MULICH OR OOMPOST MATETDA. ON THE CLEARED SON. AREAS MM 26 FEET OF THE GRAND FIR TREE AD WATER V DEPTH. 10.11118OCATE THE 1' CHAIN LIWG FENCE TO THE NORTH EDGE OF THE RESIDENCE DRIVEWAY. HD OTHER SOL DMRMMCE SHIDU LD TAKE PLACE WHIM 28' OF THE GRNAHD FIR UM MICEPT r DEPTH SANK, S NATIVE OROND COVER AND/OR LAVIN MAY BE PLACED (BY HAD) AS A FINISHED LANDSCAPE 11. COMPLETE CONSTRUCTION OF DRIVEWAY S RFACN M 12.PLAE ADaTtOiAL SOI AMENDMENT AROUND THE SITE PER PLAN. I&OOYER ALL AREAS THAT WILL BE UNWOR M FOR MOE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DINING THE WIT SEASON WITH ST11i WOOD FIBER MULCH, COHOST, PLASTIC SEEIIND OR %STAR= ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS M Di ON OCOMPLETION R SOo ANY OF AS THE �PROECT, REMAIN WWOMMD FOR MORE AS MUSS. T BE STABLUM AND 7EMPORJW SM (SET FENCE ETC.) REMOVED AS APPROPRUTE — SS SS INSTALL SILT FENCE AND —3zo. CHAIN LINK FENCE (OR EQUAL), SETBACK 23' MIN FROM THE TREE DURING ',CLEARING & GRADING 13" DOUGLAS FIR TO REMAIN 321.0 SOIL RESTORATION AREA #5 NO MACHINE CLEARING OR OTHER S❑IL DISTURBANCE IS ALLOW WITHIN 23 FEET OF THE 23' DOUGLAS FIR, BLACKBERRY MAY BE REMOVED BY HAND LEAVING THE EXISTING TOPSOIL IN PLACE, SEED AND MULCH ANY SOILS DISTURBED BY BLACKBERRY REMOVAL, These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION MULTANI RESIDENCE LOCATED IN A PORTION OF: SE1/4, SW1/4, SECTION 15, TOWNSHIP 23N, RANGE 4E, W.M. PROJECT ADDRESS 14032 35th AVE S TUKWILA, WA 98168 PARCEL NUMBER 152304-9007 Sheet Title SOIL RESTORATION & TREE PROTECTION PLAN Principal Contact Paul Multani (206) 501-6467 poulmultani@hotmail.com Applicant Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 Property Owner Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 SCALE: 1"=20' 0 10 , 20 30 40 ELEVATION DATUM: KING COUNTY ELEVATION BENCHMARK: TOP T IRON ROD WTH YEILOW CAP AT SW PROPERTY CORNER M = 337.56 HORIZONTAL CONTROL IS BASED ON RECORD OF SURVEY UNDER KING COUNTY RECORDING NO. 20131023900007 LAND DEVELOPMENT ENGINEERING PO Box 33 ��Woodinvflle,_ WA 98072 QIt ( 0vi) 669lan2com 11/12/2019 PE, PLS EXISTING LAND USE ZONE: LDR TOTAL PARCEL AREA: 13,259 SQ.FT. = 0.30 AC. SOIL TYPE: ALDERWOOD WATER PURVEYOR: WATER DISTRICT#125 SEWER PURVEYOR: VALLEY VIEW SEWER DIST. JURISDICTION: CITY OF TUKWILA 11/12/2019 RELOCATED HOUSE TO SAVE TREE. Date Scale 7/05/2019 1"=20' Sheet Number C en NET LAND COVER AREAS (SO, Fr.) ROOF 1928. CONCRETE DRIVEWAY 299 DECK 91 TOTAL IMPERVIOUS 2318 4" PVC RIGID CEW (TYPE 1) ROOF DRAIN RFORATED PIPE SOLID LOCKING LID -- ---- _!PErj i I I INFILTRATION TRENCH PLAN VIEW NTS TRENCH SETBACK FROM ROOF DRAIN BUILDING AS REQUIRED, /_ A SPLASH 6" PVC - RIGID PERFORATED PIPE A - ---- ------------ B LEVEL `1 i2" WASHED ROCK:}'-}" T MIN rSUMP ;A----------- -Al C.� A VARIES BACK FINE MESHSECTION VIEW SCREENOLID LID NTS COMPACTED BACKFILL FILTER FABRIC 36" 4" PVC - RIGID 12" f PERFORATED PIPE 4`1' WASHED ROCK 12" MIN. ABOVE DENSE TILL 24 —►-I SECTION A I NTS INFILTRATION TRENCH SETBACKS: 15' MIN. TO DOWNHILL FOOTING DRAINS. _ 10' MIN. TO BUILDING FOUNDATION. 6' MIN. BETWEEN TRENCH CENTERLINE. 20' MIN. TO NORTH PROPERTY UNE. 5' MIN. TO SOUTH PROPERTY LINE. LIMITED INFILTRATION SYSTEM 3 SCALE: NTS (REF. KCSWDM SECTION C2.3) PO SJK \ �f rrl `e� 12" DEPTH QUARRY SPALLS /, INSTALL DRIVEWAY GEOTEXTILE FABRIC `� CULVERT IF THERE IS A UNDER QUARRY SPALLS ROADSIDE DITCH PRESENT (MARAFI 60OX OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF. WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9-13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET (UNLESS OTHERWISE APPROVE BY CIVIL INSPECTOR). 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS (REF. KCSWDM SECTION C3.1) NEW UNDERGROUND i POWER 0. I I I ,I I � I 337.3 ♦ 1 24' FIR ID BE +HIVED � � 1 y 1 r >� —G _ _... 337.0I. -� NEW SLOTTED DRAIN ACROSS DRIVEWAY 1 A '3 § ,6 DISCHARGING TO CB1 n VIA 4' PVC, S=2,07 ROOF DRAIN CO d t I 1 I POWER POLE W/TRANSFORMER ! pCUG) }, 1' 338.61, 337.5 I / I`N R I . I� a I I I II I I STABILIZED CONSTRUCTION ENTRANCE -EXISTING AND FINISHED GRADE CONTOURS WILL BE THE SAME, 6.73 Il I --I. I NEW R)1SIDENCE I MAIN F,fi60R: 337.00 I -GAR 191LO/HI: . 3 337.0 L FLR: 331.0 MIN 7— i W 00 Tfic,c plans have been reviewed by the Public V"orks Department for conformance with current City standards. Acceptance is subject: to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: t2`31�2) JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"X2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD ' I STRENGTH FABRIC USED z FILTER FABRIC fV r iZ MAX. MINIMUM 4"x4" TRENCH U POST SPACING MAY BE INCREASED TO 8' IF BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2'W" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE NOTES: • GEOTEXTILE (FILTER FABRIC) SHALL MEET THE FOLLOWING STANDARDS: WATER PERMITTIVITY (ASTM d4491) 0.02 SEC-1 MIN GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS IVIiN FOR EXTRA STRENGTH FABRIC 180 LBS MIN FOR EXTRA STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX (WOVEN) PUNCTURE STRENGTH (ASTM d6241) 495 LBS MIN. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15 MAA) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15 MM) FOR OTHER FABRICS • STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. SILT FENCE _ SCALE: NTS (REF. KCSWDM SECTION C3.6) I SOLI C LOCKING — — SOLID LOCKING LID: 331,00 IEI 329,50 (4' FOOTING DRAIN IN) IEI 330.00. (4' ROOF DRAIN IN) IEI 329,50 (4' OUT) EXISTING SIDE SEWER I I N N n N i } SS SS II SS I SILT FENCE I i 14 � LI1IT OF CLEARING 1 x k, I I 320.1 �-X __ __ — SS SS 320.1 INSTALL SILT FENCE AND ORANGE BARRICADE FENCING, SETBACK 27' FROM THE 18' 2J FIR; FOR TREE PROTECTI❑N MIN II I8''" FIRDURING CLEARING & GRADING I � I I � I i INFILTRATION TRENCH (70 LIN FT) �4' FOOTING DRAIN S=1,00% MIN ROOF DRAIN: 4'PVC, S=2,00% MIN -SAW CUT ASPHALT ALONG PROPERTY LINE AND REMOVE PORTI❑N INSIDE PROPERTY, REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION SS SS 321.0 RECEIVD CITY OF TUKWILA I JUL 0 8 2019 PERMIT CENTER P ova DESCRIPTION CONSIIRRUC110N OF ONE SINGLE FAMILY RESIDENCE ON A 13,259 SO. FT. LOT WITH SSOCIATED DRIVEWAY, DRAINAGE FACILITIES AND UTILITIES. STO MWATER FACILITY OWNERSHIP NOTE: ALL TORMWATER INFRASTRUCTURE FACILITIES ON THE SITE SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER OR THEIR ASSIGNS. OF PROJECT NAME MULTANI 35TH AVE LOCATED IN A PORTION OF: SE1/4, SW1/4, SECTION 15, TOWNSHIP 23N, RANGE 4E, W.M. PROJECT ADDRESS 14032 35th AVE S TUKWILA, WA 98168 PARCEL NUMBER 1523W9007 rSheet Title SIMPLIFIED DRAINAGE PLAN Principal Contact Paul Multani (206) 501-6467 poulmultanighotmail.com Applicant Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 Property Owner Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 SCALE: 1"=20' 0 10 1 20 30 40 ELEVATION DATUM: KING COUNTY ELEVATION BENCHMARK: TOP OF R M Roo 1RTN MOW CV AT SW PROPERTY CORNER. OPl = 337.5T LAND DEVELOPMENT ENGINEERING PO Box 33 Woodinville, WA 98072 7/5/2019 Tim Schriever. PE. PLS EXISTING LAND USE ZONE: LDR TOTAL PARCEL AREA: 13,259 SQ.FT. = 0.30 AC. SOIL TYPE: ALDERWOOD WATER PURVEYOR: WATER DISTRICT #125 SEWER PURVEYOR: VALLEY VIEW SEWER DIST. r' 71 Dote Scale 7/05/2019 1"=20' Sheet Number C 2 • 1 NET LAND COVER AREAS (SO, FT.) ROOF 1928. CONCRETE DRIVEWAY 299 DECK 91 TOTAL IMPERVIOUS 2318 4" PVC RIGID CB#1 (TYPE 1) rROOF DRAIN PERFORATED PIPE WSOUD LOCKING LID 1 ---------------------------------------------------- 1 1 INFILTRATION TRENCH 1 PLAN VIEW NTS 6" PVC - RIGID PERFORATED PIPE A TRENCH SETBACK FROM 7 / I F DRAIN BUILDING AS REQUIRED, W MIN. SPLASH BLOCK ------------ ----- LEVEL 1' MIN WASHED ROCK 1 z"-a" P MIN. 4A -- - 'MIN. VARIES BUILDING SETBACK FINE MESH SECTION VIEW SCREEN CB SUMP w/SOLID LID NTS 1 s' 36" 12 12" MIN. ABOVE DENSE TILL Ill INFILTRATION TRENCH SETBACKS: 15' MIN. TO DOWNHILL FOOTING DRAINS. 10MIN. TO BUILDING FOUNDATION. 6' MIN. BETWEEN TRENCH CENTERLINE. 20 MIN. TO NORTH PROPERTY LINE. 5 MIN. TO SOUTH PROPERTY LINE. COMPACTED BACKFILL ,FILTER FABRIC 4" PVC - RIGID PERFORATED PIPE WASHEDROCK 21' ►I SECTION A NTS 3 LIMITED INFILTRATION SYSTEM SCALE: NTS (REF. KCSWDM SECTION C23) 12" DEPTH QUARRY SPALLS INSTALL DRIVEWAY GEOTEXTILE FABRIC CULVERTIFTHEREISA UNDER QUARRYSPALLS ROADSIDE DITCH PRESENT (MARAFI 60OX OR EQUAL) i 1001 \M/ti 0 o OF 1`' \}ti4 SpR QRO,\4.S 1�G��S OAGe- STABILIZED CONSTRUCTION ENTRANCE NOTES: 1, INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 8" QUARRY SPALLS PER WSDOT STD, SPECS. SEC. 9-13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET (UNLESS OTHERWISE APPROVE BY CIVIL INSPECTOR). 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE, 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION EN SCALE: NTS (REF. KCSWDM SECTION C3.11 l a I I i I I N I I is I w ,I I ce I � � � I to i � 2 R W 20'ROW 28" GRAND FIR TO REMAIN EXISTING 337.3 GAS LINE I � t im JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS, 2"X2'BY 14 Ga. WIRE OR T EQUIVALENT, IF STANDARD I} STRENGTH FABRIC USED z FILTER FABRIC V MAX. -►I-I� MINIMUM 4"x4" TRENCH \/ U POST SPACING MAY BE INCREASED TO V IF ItI BACKFILL TRENCH WITH NATIVE SOIL w WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2 x4 WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE NOTES: • GEOTEXTILE (FILTER FABRIC) SHALL MEET THE FOLLOWING STANDARDS: WATER PERMITTIVITY (ASTM d4491) 0.02 SEC -' MIN GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS MIN FOR EXTRA STRENGTH FABRIC 180 LBS MIN FOR EXTRA STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX (WOVEN) PUNCTURE STRENGTH (ASTM d6241) 495 LBS MIN. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15 MM) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15 MM) FOR OTHER FABRICS • STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, SILT FENCE SCALE: TUTS (REF. KCSWDM SECTION C3.6) INSTALL 6' CHAIN LINK FENCE (OR EQUAL) FOR TREE PROTECTION DURING CLEARING, GRADING & BUILDING, CONSTRUCTION EXISTING AND FINISHED GRADE CONTOURS WILL BE THE SAME, EXISTING SIDE SEWER 00 .`�'. CD �ROOF DRAIN 4' P C S=k MIN, TO ( CBl I 2 6 I RESIDENCE! EXISTING ASPHALT DRIVEWAY 337.0 �`I I� IN FLOOR: 337.00 �^ (16' WIDTH) 1 1's G RAGE LO/HI: NEW CONCRETE DRIVEWAY k I� 36.73/337.0 (16' WIDTH) I A �tAWIL R: 336.0 MIN j NEW SLOTTED DRAIN A'� 36.63 ACROSS DRIVEWAY o C,� '�j 3363 DISCHARGING TO C131 13 VIA 4' PVC, S=2,0% — — I ROOF DRAIN REMOVE EX, ASPHALT ®® AND RESTORE PERCDG>��Ls,o�c . ®- - c SOIL RESTORATION-� ` 337.5 PLAN, / 3386 ' -_ 7------- POWER POLE W/TRANSFORMER USE EXISTING ASPHALT IQ 3 DRIVEWAY FOR l a I I I CONSTRUCTION ENTRANCE I N ( i 3 ( UNDERGROUND POWER, GAS & I I CABLE a I 3 These plans have been reviewed by the Public Works Department for conformance with current City standards, Acceptance is subject to errors and omissions which do not authorize violations of I adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these — drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval, --- 7 nal aeeeptaree is snbjzct �spection by the Public Works utilities inspector. Date: Sv: Z l 20( ------INSTAL SILT FENCE _4DOWNHI L OF ANY CLEARED n OR GRAIDED SOIL AREAS. t X I t j x SILT FENCE X I, I t 1 1 t x LINI T OF CLEARING �_INFILITRATI❑N THE 1(70 LIN FT I `CB1 TYPE 1 SOLID LOCKING LID. 330.20 IE: 328,50 (4' INFIL, TRENCH) IEI 328.00 (4' ROOF DRAIN) IEl 329.50 (4' FOOTING DRAIN) STABILIZED CONSTRUCTION ENTRANCE 320.1 SS SS INSTALL SILT FENCE AND 320. CHAIN LINK FENCE (OR EQUAL), SETBACK 23' MIN FROM THE TREE DURING CLEARING & GR �- 23,"DOUGIASFIR TO REMAIN 9111INU REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION I ` 321.0 j RECEIVED I CITY OF TUKWILA I NOV 22 2019 I PERMIT CENTER PRO,tCT DESCRIPTION CONSIIRRUCTON OF ONE SINGLE FAMILY RESIDENCE ON A 13,259 % FL LOT 11111SSOCIATED DRIVEWAY, DRAINAGE FACILITIES AND UTILITIES. STO MWATER FACILITY OWNERSHIP NOTE: ALL 8TORMWATER INFRASTRUCTURE FACILITIES ON THE SITE SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER OR THEIR ASSIGNS. PROJECT NAME MULTANI 35TH AVE LOCATED IN A PORTION OF: SE1 /4, SW1 /4, SECTION 15, TOWNSHIP 23N, RANGE 4E, W.M. PROJECT ADDRESS 14032 35th AVE S TUKWILA, WA 98168 PARCEL NUMBER 152304-9007 Sheet Title Principal Contact Paul Multani (206) 501-6467 poulmultani0hotmail.com Applicant Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 Property Owner Multani Custom Homes, LLC 9524 S 237th Place Kent, WA 98031 SCALE: i"=20' 0 10 , 20 30 40 N 6 � ELEVATION DATUM: KING COUNTY ELEVATION BENCHMARK: TOP OF IRON ROD WTH YELLOW CAP AT SW PROPERTY CORNER. OR = 337.5V HORIZONTAL CONTROL IS BASED ON RECORD OF SURVEY UNDER KING COUNTY RECORDING NO. 20131023900007 A LAND DEVELOPMENT ENGINEERING .� L. Sf,E. PO Sox 33 Woodinville, WA 98072 WASgjlt'l , (206) 669-5218 t0civilsiteplan.com " Y 11/19/2019 Tim Schriever. PE. PLS EXISTING LAND USE ZONE: LDR TOTAL PARCEL AREA: 13,259 SQ.FT. = 0.30 AC. SOIL TYPE: ALDERWOOD WATER PURVEYOR: WATER DISTRICT #125 SEWER PURVEYOR: VALLEY VIEW SEWER DIST. JURISDIC11ON: CITY OF TUKWILA 00 11/19/2019 RELOCATED HOUSE TO SAVE TREE Date Scale 7/05/2019 1"=20' Sheet Number V — 3 PORTION OF THE S.W. 114, S. W, 114, SEC. 15, TWP. 23 N. , R 4 E., W. M. KING COUNTY, WASHINGTON FOUND MON. IN CASE STONE MON. WITH "X" (S 88'27'Ot' E 1,339.98'-ROS) VISITED MAY, 2073 _ S 7'32E 133944' (NOT TRUE 1/16 CORNE�- al �TFOUNO PK WITH 04 NORTH LINE EC THE 23 1/4, A.,.J . 1 4 CJ T1 1 S T, ( WASHER LS #17663 SW 1/IN SEC. HE SW I/ 1 VISITED MAY, 2013 (MONUMENTED LINE) I I I WEST LINE OF THE SW 1/4, SW 1/4, SEC. 15-23-04 I I l 2020' I M I 4' CHAIN LINK FENCE MEANDERS ALONG SET TACK IN LEAD PROPERTY LINE 9160 IN CONC. FENCE 9167 POST BASE I SET REBAR WITH CAP 0.5' tom-; S 88*27*32' E _ 195 01' WEST OF PROPERTY CORNER cm.F�i-•t Ce EXISTING FINISHED FLOOR=100.0' (ASSUMED)LM_ + HOUSE BASEMENT FLOOR-91.5' C ✓ TOP OF FOOTING=91.4' 3 iv 3 3 I M TOP OF FORMS=90.5 62.2' `" 4' CHAIN LINK FENCE M 9219 :r ( I-�--I o '`= MEANDERS ALONG M rra'i rn ��' o \� PROPERTY LINE o 0 0 ' E., o m 415, >5 Ej co 4' CHAIN LINK FENCE SET REBAR :2Ito I SET PK WITH WASHER 9OJ' MEANDERS ALONG WITH CAP EAST LINE OF THE SW 1/4, oto PROPERTY LINE z SW 1/4, SEC. 15-23-04 (MONUMENTED LINE) I l I � — 777!ll�� O S. 142ND PL. � - CU FOUND MON. IN CASE I I GONG. MON. WITH NAIL VISITED MAY, 2013 SOUTH LINE OF THE SW 1/4, I SW 1/4, SEC. 15-23-04 --�� _ FOUND MON. IN CASE 161L S 8T35'15' E CONC. MON. WITH BRASS DISK (S 8T35'33' E 1,328.31' VISITED MAY, 2013 I 21 22 - - - 1,326.24'-ROS) S. 144TH ST. - - --� - - - RECORDER'S CERTIFICATE Files `_ _It __ _ _ _ Ij_ I _ _ I( ((!( ^^ at M, Ro III IIIIIIIII IIIIIIIIIIIIIIIIIf lIIIIIII III III (� a request of 20131023900007 HANSEN SURVEYI SURVEY 138.00 PAGE-001 OF 001 VOL 303 PG 056 10/23/2013 11:26 KING COUNT , WA Manager Zdz Supt. of Records hlorm Aibeeg SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Lyle Bridge in May, 2013. Rodney G. Hansen Certificate No. 21464 6i1 13 RECORD OF SURVEY OF 14032 35TH AVENUE SOUTH TUKWILA, WASHINGTON FOR LYLE BRIDGE MOM • 0' 30' 60' BASIS OF BEARINGS IS RECORD OF SURVEY RECORDING NUMBER 20010711900012 ADDRESS: - 14032 35TH AVE. S., TUKWILA, WA 98168 TAX PARCEL NUMBER: 1523049007 LEGEND ROS = REFERENCED RECORD OF SURVEY 44 = SECTION CORNER Z = QUARTER CORNER = END. MON. IN CASE o = END. PROP. COR. AS NOTED ® = SET 1 /2" I.R. W/CRP #21464 REFERENCE RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 20010711900012 SURVEY METHOD: FIELD TRAVERSE EQUIPMENT USED: 1" TOTAL STATION SURVEY ACCURACY MEETS OR EXCEEDS REQUIREMENTS OF WAG 332-130-090 THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. CONTROL MONUMENTS FIELD TIED MAY, 2013. BENCH MARK VERTICAL DATUM: ASSUMED FINISHED FLOOR OF EXISTING HOUSE AT 14032 35TH AVE. S.. TUKWILA, WA ELEVATION = 100.0' LEGAL DESCRIPTION THE SOUTH 68 FEET OF THE NORTH 430 FEET OF THE WEST 195 FEET OF THE EAST 415 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. 1. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD WHICH MAY AFFECT THE SUBJECT PROPERTY. IDWN BY RF JDATE 06/05/13ISOB NO. 21307 CHKD BY RGH I SCALE 1" = 30' I SHEET 1 OF 1 A7" HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17701 108TH AVE. S.E., FMB #208, RENTON, WA 98055 TEL: 425-235-8440 FAX 425-235-0266 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION I RECEIVE) CITY OF TUIGWILA NOV 22 2019 PERMIT CENTER MULTANI 35TH AVE RESIDENCE Sheet Number C — 4 ENER6'*r GOUE 2015 AASHIN6TON 5TATE ENERGY CODE/ IECC OeEC) TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 4 MARINE 4 FENESTRATION U-r-ACTORS 0.50 SKYLIGHT S U-FACTOR OSO &LAZED FENESTRATION 5H60 B0 NR CEILING R-VALUE K 4Q WOOD FRAME WALL *" R-VALUE 21 INT MA55 NALL R-VALUEI 21/21 FLOOR R-VALUE 50 BELOW GRADE c>+ WALL R-VALUE 10/15/21 INT + TB BLAB° R-VALUE 8 DEPTH 10, 2 FT. TABLE R402.1.1 FOOTNOTES FOR 51: 1 FOOT = 504.8 MM, GI = CONTINUOUS INSULATION, INT. = INTERMEDIATE FRAMIN6. A R-VALUES ARE MINIMUMS. U-FACTORS AND 5H6C ARE MAXIMUMS. NHEN INSULATION 15 INSTALLED IN A CAVITY NWICH 15 LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE AI01.4 SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED IN THE TABLE. 9 THE FENESTRATION U-r-ACTOR COLUMN EXCLUDES SKYLIGHTS. THE 5H6G COLUMN APPLIES TO ALL GLAZED FENESTRATION. ° "10/IS/2L+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE NAIL, OR R-IS ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE HALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK SET'WEEN THE SLAB AND THE BASEMENT HALL AT THE INTERIOR OF THE BASEMENT NALL.-10/1"L+75" SHALL BE PERMITTED TO BE MET KITH R-15 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT HALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT HALL. ° R-10 CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R4022.41.1. e THERE ARE NO SHOO REQUIREMENTS IN THE MARINE ZONE. PRESERVED = RESERVED HRESERVED 1 THE SECOND R-VALUE APPLIES INNEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 HALL. J .ESERVED K FOR SINGLE RAFTER- OR J015T VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-36. LRESERVED M INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED AITH A MINIMUM OF R-10 INSULATION. N LOG AND 50LIP TIMBER NALL5 KITH A MINIMUM AVERAGE THICKNESS OF 5.5 INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. 1. A CERTIFICATE COMPLYING WITH 2O15 WSEG R401.5 15 REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED. 2. THE BUILDING SHALL BE TESTED AND VERIFIED AS, HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING, SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 02 INCHES A.S. S. EACH DWELLING UNIT 15 REQUIRED TO BE PROVIDED KITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. 4. DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH YdSU RS-33 USING THE MAX. DUCT LEAKAGE RATES SPECIFIED. S. A MINIMUM OF 15% OF PERMANENTLY INSTALLED LAMPS IN LI6HTIN6 FIXTURE5 SHALL BE HIGH -EFFICACY LAMPS. WHOLE HOU5E VENTILATION WHOLE HOUSE VENTILATION SYSTEM TO BE INSTALLED PER 2015 IRC SECTIONS MISO1.3.1 THROUGH MI501.3.1. SEE "NHOLE HOUSE VENTILATION" ON THE SCHEDULE SHEET FOR SELECTED OPTION. IRO TABLE MI50-1.3.30U CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLON RATE REQUIREMENTS (AIRFLOW IN CFM) FLOOR AREA NUMBER OF 5EDROOM5 (50. FT) 0-1 2-5 475 6--7 >T <1500 30 45 60 -I5 90 1501 - 3000 45 60 -!5 40 105 3001 - 4500 60 -5 -10 105 120 4501 - 6000 -15 40 105 120 155 6001 - 7500 4O 105 120 155 150 >'T500 105 120 155 ISO 165 IRO TABLE MI50-7.5.3(2 INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS A`9 RUN TIME PERCENTAGE IN EACH 25% 55% 50% 66% 15% 100% 4-HOUR SEGMENT FACTOR 4 3 2 1.5 1.3 IN A. FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION. B. EXTRAPOLATION BEYOND THE TABLE 15 PROHIBITED. Mr=GHAN 1 CwAL GENERAL 50LID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF I.R.C. R10062. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 66 DEGREES, FAHRENHEIT AT A HEIGHT OF V-O" ABOVE THE FLOOR AND TAO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE 2015 "MZ. DEFINITION OF THERMAL BUILDING ENVELOPE FROM THE 2015 AASHINGTON STATE ENERGY GORE: THE BELOW -GRADE WALLS, ABOVE -GRADE WALLS, FLOOR, ROOF, AND ANY OTHER BUILDING ELEMENTS THAT ENCLOSE CONDITIONED SPACE OR PROVIDES A BOUNDARY BETWEEN CONDITIONED SPACE AND EXEMPT OR UNCONDITIONED SPACE. I. FUEL BURNING APPLIANCES LOCATED AITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2015 IRC. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2015 IRO, 3. DUCTWORK LOCATION SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2015 IRC. 4. COMBUSTION AIR TO MEET THE REQUIREMENTS OF I.R.G. MI101.1 ALL HARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER CHAPTER M1502 OF THE 2015 IRC. NO HARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES, AND ELECTRIC HEATING FURNACES. NO HARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE KITH A SPACE LE55 THAN 12- WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP. LIQUEFIED PETROLEUM GA5 BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UN.E55 SUCH LOCATION IS PROVIDED KITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND NWICH GENERATE A 6LOK SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL SE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SAITCHE5 AT LEAST 18" ABOVE THE FLOOR 5URFAGE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR GEILIN6 5EPARATING A RESIDENCE (R-3 OCCUPANCY) FROM A GARAGE, PROVIDED SUCH DUCTS AITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE 6ARAGE EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 16 OF THE 2015 IRG. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B 6A5 VENT OR TYPE SA GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 24 OF THE 2015 IRC. A TYPE B OR BA GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2015 IRG. VENT CONNECTORS SHALL BE INSTALLED NITHIN THE SPACE OR AREA IN,WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS, TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION MI603 OF THE 2015 IRC. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 2015 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAEGAI AND BE 50 LABELED. EQUIPMENT SHALL ALSO COMPLY KITH SECTION M1411 OF THE 2015 IRC DUCTWORK I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY TABLE 1601.1.1 OF THE 2015 IRC. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION M1601.4.1 OF THE 2015 IRC. S. INSTALLATION OF DUCTS SHALL COMPLY AITH SECTION M160I.4 OF THE 2015 IRG. 4. DUCT INSULATION SHALL SE INSTALLED IN ACCORDANCE KITH SECTION M1601.3 OF THE 2015 IRC. S. FINAL DUCT LEAKAGE AFFIDAVIT 15 TO BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. DUCT LEAKAGE AND SEALING REGUIREMENT5 IN 2015 A.S.E.C. SECTION R403.32 TO BE MET. 6. DUCTS INSULATAED TO A MINIMUM R-6 INSULATION IN UNCONDITIONED SPACES PER P S.E.G. SECTION R403.5.1 0ARFENTR1' GENERAL ALL FRAMING SHALL COMPLY KITH THE APPLICABLE SECTIOWS) OF THE 2015 IBC/IRC. PRESSURE TREATED WOOD REQUIRED IN LOCATIONS LISTED IN IRC R311.1 2" MINIMUM VERTICAL CLEARANCE BETWEEN WOOD 4 CONCRETE STEPS, PORCH SLABS, PATIO SLABS 4 OTHER SIMILAR HORIZONTAL SURFACES EXPOSED TO THE HEATHER. 6" MINIMUM CLEARANCE BETWEEN HOOD AND EARTH. 6" MINIMUM CLEARANCE BETWEEN UNTREATED MU51LL5 AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 15" MINIMUM CLEARANCE SEiHEEN FLOOR JOISTS AND EARTH. LOADING ROOF 15 MF DEAD LOAD + 25 PSF LIVE LOAD - 40 PSF FLOOR 10 FW DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF GEILINS 5 MF DEAD LOAD + 10 FEF LIVE LOAD = I5 PSF DECK 5 PSF DEAD LOAD + 60 PSIF LIVE LOAD = 65 PSF INTERIOR PARTITION = i PSF EXTERIOR PARTITION 10 PSF AOOD BEARING ON OR INSTALLED AITHIN Y2" OF MA50NRY OR CONCRETE TO BE TREATED KITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LEW THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR BOLTS TO BE PER SHEAR KALL SCHEDULE AND FOUNDATION PLAN. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG, TIE CONNECTORS AS, MANUFACTURED BY SIMPSON COMPANY. PROVIDE FIRESLOCKINS IN CONGEALED SPACES OF STUD HALLS 4 PARTITIONS, INCLUDING FURRED SPACES 4 PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1. VERTICALLY AT THE CEILING 4 FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. PROVIDE FIREBLOCKING AT OTHER LOCATIONS PER 2015 IRC, R302.11. IN5ULATION I$ M015TURE PROTECTION ISENERAL GENERAL PLANS COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE AASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN V CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION 4 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. PROVIDE FACE STAPLED BATTS OR FRICTION FIT FACED BATTS. PROVIDE 4 MIL (0.0049 POLYETHYLENE VAPOR BARRIER AT WALLS OR USE PVA PRIMER WITH A DRY CUP PERM RATING OF ONE (MAX). PROVIDE R-10 INSULATION UNDER ELECTRIC WATER HEATERS. I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHERS SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPAGES,SHALL BE SEALED, CAULKED,6A5KETED OR WEATHER-STRIPPED TO'. LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE REQUIREMENT. S. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING, ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 263.'!3. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MORE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIPING FOR HOT RATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT AA.TER SERVICE IS REQUIRED TO BE INSULATED PER THE N.S.E.C. HOT HATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3 PER IN.S.E.C. R403.5.3. MECHANICAL SYSTEM PIPING SHALL BE INSULATED TO A MINIMUM R-6 PER NS.E.C. R403.4 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECK5, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR KALLS. INSET STAPLED BATTS KITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 6" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16" VAPOR RETARDERS AT HALLS PER IRC, R102.1 A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION V•AAALL. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODES: ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED 1. 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) A1TH WASHIN&TON STATE AMENDMENTS (WSA) EXCEPT CHAPTERS 11 AND 25 THROUGH 42 ARE NOT ADOPTED. KAC 51-51 2. 2015 INTERNATIONAL BUILDING CODE (IBC) WITH AASHINSTON STATE AMENDMENTS MSA) WAC51-50 S. 2015 INTERNATIONAL MECHANICAL GODS (IMC) AITH KASHINGTON STATE AMENDMENTS (KSA) NAC 51-52 4. 2015 UNIFORM PLUMBING CODE (UPC) AITH AA5HINGTON STATE AMENDMENTS, NAG 51-56. 5. 2015 INTERNATIONAL FIRE CODE KITH WASHIKSTON STATE AMENDMENTS, WAG 51-54A. 6. 2015 KA5HIN&TON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (NSEG). WAG 51-IIR BUILDING CONSTRUCTION TYPE: V-B OCCUPANCY GROUP. R-3 LOCAL JURISDICTION REQUIRES yES DWELLING UNIT FIRE SPRINKLER SYSTEM PERIRC APPENDIX R ® NO 51 TE- 9NOR K GENERAL ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOA ORGANIC 5URFAGE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY GOMPAGTED. FOUNDATION VENTS SHALL NOT INTERFERE KITH THE DIRECT LOAD PATH OF GOLUMN5. CLIMATIC AND GEOGRAPHIC DE516N CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM 65RNWpWD SEISMIC DESIGN WINTER DESIGN ICE BARRIER UNDER - LAYMENt FLOOD AIR FREEZING MEAN gPp.0A1 51�'Fr..D TOPO- GRAPHIC SP SPECIAL nND WIND-BORNE FROST LINE TERMITE LOAD+' (MPH) EFEGTS REGION DEBRIS ZONE CATESORY NEATtERIN6 DEPfH TEMP REQUIRED HAZARD`' INDEX TEMP 25 psP. 65 D2 MODERATE 1 15- 1 `'TIGHT TOI MODERATE NO EQUIVALENT FLUID PRESSURE = 95 P.G.P. (UNRESTRAINED 10011.5) 50 P.G.F. (RESTRAINED WALLS) DOORS. AI NDOAS AND SK"'rL I SHTS SHEET I NDT=X GENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 1 9/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 56" DEEP LANDING ON THE EXTERIOR 51M OF THE DOOR OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 1 %" STEPS TO A MIN. 96" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE 2015 W.S.E.C. TABLE R402.1.1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYAALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS AINDON5 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPERABLE AIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM SILL HEIGHT OF 44- MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF MORE THAN 12" ABOVE FINISHED THE GRADE OR SURFACE BELOW, TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR. SAFETY GLAZING LOCATIONS PER 2015 IRO SECTION R505.4 R306.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SYIN61N6, SLIDING AND BI-FOLD DOORS. R506.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR, <NWERE THE BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE FLOOR 4 THE :.' GLAZING IS EITHER WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION 4 WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR R908.4.5 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOAIN6 CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM E06E OF THE GLAZING 15 LESS THAN 16" ABOVE THE FLOOR- S. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE AITHIN 56" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R306.4.4 6LAZIN6 IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A KALKIN6 SURFACE. R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, AHIRFOOL9, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS INHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. R308.4b GLAZING WHERE THE BOTTOM EW05W EDGE OF THE GLAZING IS LEW THAN 36 INCHE5 (414 MM) ABOVE THE PLANE OF THE ADJACENT AALKIN6 SURFACE OF STAIRAAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. R05A.1 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY INHERE THE GLAZING 15 LE55 THAN 36 INCHES ABOVE THE LANDING AND INITHIN A 60" HORIZONTAL ARC LE55 THAN 160 DEGREES FROM THE BOTTOM TREAD NOSING. FOR EXCEPTIONS SEE IRO SECTION R506.4 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION 5HEET # DE50RIPTION ,4� iz;,Z G G -7L) AO SITE PLAN Al COVER5HEET A2 SCHEDULE 5HEET A5 DETAIL 5HEET A4 FOUNDATION PLAN 4 ROOF FRAMING PLAN A5 MAIN FLOOR PLAN 4 UPPER FLOOR PLAN AG, ELEVATION5 A'1 BUILDING 5ECTIONS !�p TiZLJ G -7t-) 51 LATERAL - SHEAR HALLS, HARDWARE 4 STRUCT. NOTES LATERAL - DETAILS FROM ENGINEER 55Z..:'::..... N 0 ,9 RECEIVED MarFMarkaf 9 CITY OF TUKWILA N '•.rcu r»00e°"Esiw+ef.Ea*o :::.. F' JUL 0 8 2019 PERMIT CENTER tAR000 �oz�=oo��o HZ oFw°zawmgww KVm�p amp,°O Q�WQFwZ- K o8°Kaoa3N�zF NFU- pO Q-42 q �am��a�ZNWm� �Z�Qy°�Uy-mSK z Nz I ON °y ZCG mV°�°41 aoaw€MapOoo<'< azw�g`E>FawQQ V LJJ r� V 2 n O o ?� W 3�0 w J � S Z CC N C T 0v 1 O x LULU fir/ 0) F b U, z fT- UI W 61 mow I Q O J o 0 m DESIGNED BY: DATE: JdeR lag9 DRAWN BY: DATE: D.H. I I/3/cicl PROJECT MANAGER: CHARLES PATTON REUSED BY: DATE NC5 9/6/01 NC 11/24/04 KR b/24/04 1.0. 5/21/00 AO 5/2/ICI LATERAL BY: DATE MEI 6/5/19 LATERAL JOB NUMBER: OI9-338 0 ANW WOODINMLLE OMCE JOB NUMBER: 14100,15 SIMPLE HEATING SYSTEM SIZE PRESCRIPTIVE ENERGY CODE COMPLIANCE WING CONDITIONED FLOOR This heating system sizing is based on the Prescriptive Requirements This project will use the requirements of the Prescriptive Path below and SUM OF ALL GLAZING AREAS FROM a of the 2015 Washington State Energy Code. This is for heating only. ACCA incorporate the minimum values listed. In addition, based on the size of the GLAZING TO FLOOR AREA P EXEMPT DOOR AND WINDOW procedures for sizing cooling systems should be used to determing cooling. structure, the appropriate number of additional credits are checked. ROOM All Climate Zones EXEMPT SWINGING DOOR(24 Indoor Design Temperature 70 Outdoor Design Temperature 20 Design Temperature Difference Indoor - Outdoor Design Temp 50 Conditioned Floor Area F 2489 Conditioned Volume r 11748.76 Glazing Sum of UA from Glazing Schedule 103.9 Attic U-Factor X Area = UA R-49 0,026 1563 40.64 Other. Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA 0.027 Other. Other. Above Grade Wails U-Factor X Area = UA R-21 + R-10 HEADERS 0.056 2721 152.38 Other: Floors U-Factor X Area = UA R-30 0.029 1151 33.38 Other: Below Grade Walls U-Factor X Area = UA R-21 Interior 0-042 R-10 Continuous exterior 0.064 Other. Slab Below Grade F-factor X Length. = UA Thermal brk sI edge 0.57 Other., Slab on Grade F-factor X Length = UA R-10 2' perimeter 0.54 R-10 Fully insulated 0.3636 Other: Sum of UA 330.25 Envelope Heat Load 16512 Btu / Hour Sum of UA X Design Temperature Difference Air Leakage Heat Load 6344 Btu / Hour ((Volume X 0.6) X Design Outdoor Temp) X .018)) Building Design Heat Load 22857 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.1 25142 Btu / Hour Use 1.1 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.1 Use 1 if ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 1.4 35199 Btu / Hour Use 1.4 for forced air furnace: Building & Duct Heat Loss x 1 A Use 1.25 for heat pump: Building & Duct Heat Loss x 125 VENTILATION SCHEDULE 2015 IRC SECTION M1507 Bath, Powder, Min. 50 cfrn at 0.23" WG (IRC TABLE M1507.4) A Laundry B Kitchen Min. 100 cfm at 0.25" WG (IRC TABLE M1507.4) (Range hood or down draft exhaust fan rated at min.100 cfin at 0.10" WG may be used for exhaust fan requirement.) Whole House Sized per "Intermittent Ventilation Flow Rate" below. C Fan *Whole house fans located 4 ft. or less from interior grille to have a sone rating of 1.0 or less measured at 0.1" WG INTERMITTENT Min. Dim = 100 at 0.25" WG (IRC TABLE M1507.3.3(1 VENTILATION FLOW (based on 2,489 s.f. floor area 4 bedrooms) RATE (daily fractional operation time = 75 %) the 2015 IRC section M1507 must be met. ALARM SCHEDULE 2015 IRC SECTIONS R314 & R315 K-vaiue" u-t-actor With use of Credit la Fenestration U-Factor' n/a 0.30 0.28 U-Factor Sky fight U-Factor n/a 0.50 Glazed Fenestration SHGC°e n/a n/a Ceiling 49i 0.026 Wood Frame Wallg•"L" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 301 0.029 38 R-Value (0.025) Below Grade Wall`,' 10/15/21 int+TB 0.042 R-10 perimeter & entire slab Slab R-Value & Depth 10, 2 ft n/a R-10 perimeter & entire slab For single rafter- orjoist-vauited ceilings, the insulation maybe reduced to R-38. Table R402.1.1 footnotes included on Sheet Al. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 sc as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 1.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet offenestration area. Additions to existing building that are 500 square feet of heated floor area but less than 1500 square feet. R2. Medium Dwelling Unit: 3.5 points All dwelling units that are not included in #1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. large Dwelling Unit: 4.5 points Dwelling units exceeding 5000 square feet of conditioned floorarea. ❑4. Additions less than 500 square feet:.5 credits ENERGY CREDIT OPTION DESCRIPTIONS GHT & DOOR SCHEDULE. SUM OF UA FOR HEATING SYSTEM (DOES NOT INCLUDE ExEMPT DOOR & WINDOW) U-VAL CITY W H AREA UA SUM OF AREA AND UA FOR HEATING SYSTEM SIZE ONLY: 1 0.01 1 EXTERIOR DOORS (OPAQUE) ROOM TYPE REF U-VAL QTY W H AREA UA DOOR WS I 0.00 0. HAII DOOR WSEC 0.20 1 1 2.67 6,67 1 17,81 3. FOYER IDOOR IWSEC 1 10.4611 1 3.001 7.67 1 23.01 % SUMOFAREA AND Uq 1 40.8 1, AREA WEIGHTED U= UAlAREA: M VERTICAL GLAZING (ALL WINDOWS ARE DOUBLE GLAZED, U-FACTORS ARE DETERMINED IN ACCORDANCE WITH NFRC 1 ROOM TYPE REF MODELFRAME GAS LO-E EPKG U-VALSPCRSQN W H AREA UA -T- LIVING SLIDER MILGARD 8120 VINYL ARGON YES I 3D MAX 0.30 E. MAX 1 1 6.00 6.00 DINING SLIDER MILGARD 8120 VINYL ARGON YESI 3D MAX 0.30 E. MAX 1 5.00 6.00 KITCHEN SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0,30 E. MAX 1 3.00 4.00 NOOK S.G.D. MILGARD 8621 VINYL ARGON YES 3D 0.30 EDGE 1 6.00 6,67 NOOK PICTURE MILGARD 8320 VINYL ARGON YES 3D 0.30 EDGE 1 &06 700 FAMILY SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 8.00 4.06 FAMILY PICTURE MILGARD 8320 'AWL ARGON YES 3D 0,30 EDGE 1 8.00 1.00 LIVING PICTURE MILGARD 8320 VINYL ARGON YES 3D 0.30 EDGE 1 4.00 3.00 MSTR BED SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 8.00 4.00 MSTR BA SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0.30 E. MAX i 4.00 4.00 BEDRM 2 SLIDER MILGARD Bf20 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 6.00 4.00 SA 2 S.HUNG MILGARD 8220 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 2.00 3.00 BEORM 3 SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 5.00 5.00 SEDRM 4 SLIDER MILGARD 8120 VINYL ARGON YES 3D MAX 0.30 E. MAX 1 5.00 4.00 SUM Ul-AK AANO UA: AREA WEIGHTED U= UA/AREA: OVERHEAD GLAZING ROOM TYPE REF MODELFRAME GAS LO-ELAYERS U-VAL CITY W H SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 SKYLIGHT MILGARD 790 ALUM ARGON YES DBL 0.49 AREA UA Option Description Credit(s) SUMOF AREA AND UA: 0.00 0.00 la Efficient Building Envelope la 0.5 ❑ AREA WEIGHTED U = UA/AREA: VERTICAL GLAZING IN UNHEATED SPACES 400 1b Efficient Building Envelope lb 1.0 ❑ ROOM TYPE REF MODELFRAME GAS LO-ELAYERS U-VALSPCRS QTY W H AREA 1C Efficient Building Envelope 1c 2.0 ❑ D00 0.00 1d Efficient Building Envelope ld 0.5 ❑ SUM OF VERTICAL GLAZING IN UNHEATED SPACES: 0.00 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0.5 O (not indtidw,i sum orall glazing ab..) OVERHEAD GLA7JNG IN UNHEATED SPACES 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ ROOM TYPE REF MODELFRAME GAS LOE LAYERS U-VAL QTY W H AREA 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ SKYLIGHT I I I I sKruGHr � 0.00 o.00 3a High Efficiency HVAC 3a 1.0 1,0 21 SUM OF OVERHEAD GLAZING IN UNHEATED SPACES: 0.00 3b High Efficiency HVAC 3b 1.0 ❑ (not included in sum or all glazing above) 3c High Efficiency HVAC 3C 1.5 ❑ AIR LEAKAGE Building Volume = 11749 cubic feet 3d High Efficiency HVAC 3d 1 0 ❑ Components of the building thermal envelope as listed in TABLE R402.4.1.1 shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 3 air changes per hour (ACH) 4 High Efficiency HVAC Distribution System 1.0 ❑ AIR LEAKAGE CALCULATION (maximum blower test CFM) CF_Ni, "i" ACTUAL Blower test result 5a Efficient Water Heating 5a 0.5 0.5 Q maximum ACH CFMa ""1" = BLDG VOL It) X3 ACH 160 min =1 587 ctm cfm 5B Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 1.5 2 VAPOR RETARDER 5d Efficient Water Heating 5d 0.5 ❑ FLOOR 4 MIL POLY [::::] FACE STAPLED BACKED BATTS OX PLYWOOD W/ Exr. GLUE 6 Renewable Electric Energy j *1200 kwhl ❑ WA!! � 4 MIL POLY EDFACE STAPLED BACKED BATTS oX PVA PRIMER Total Credits 3.5 RIM JOIST F74 MIL POLY M FACE STAPLED BACKED BATTS PVA PRIMER p� p� ROOF VENTILATION CEILING E:14 MIL POLY = FACE STAPLED BACKED BATTS E PVA PRIMER Standard Truss t Scissor Truss Roof Framing Assembly: UPPER ROOF Roof Area: 1562s.f FOUNDATION VENTILATION Ventilation Required: 1562 s.f. x 144 / 300 = 749.76 s.i. Req'd Provide between 40°! & 50% of the total required ventilation no more than 3 ft below the ridge or Crawispace Area: 1050 s.f. the highest point of the space. Remainder to be installed at Save vents. Ventilation Required: 1050 s.f. / 300 = 504 s.i. Req'd Upper Roof Ventilation: Use: 14' x 7" Foundation Vents AF50 Roof Jack (10" x T') = 50.00 s.i. each. Vent Area = 98 s.i. - 25% reduct.,1/4"mesh = 73.5 s.i. Upper Ventilation MINIMUM = 749.76 s.i. x 0.4 / s.i. of each vent = 6 vents Vents Required = 504 s.i. / Vent Area = 6.86 s.L Upper Ventilation MAXIMUM = 749.76 s.i. x 0.5 / s.i. of each vent = 7 vents Provide: 7 14" x T' Vents, Area = 514.5 s.i. Provide: 7 -19W" roofjacks. Ventilation = 350.00 s.i. Ventilation Provided = 514.50 s.L is Greater than 504 s.i. Req'd Ventilation area remainder for eave vents = 399.76 s.i. (Req'd vent -Upper vent) Use: 7 14" x 7" Foundation Vents Eave Ventilation: * FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS Birdblocking: (3)2.25" dia holes per bay = 5.96 s.i. per I.f. - 25% reduction = 4.47 s.i. per Lf * INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER Eave Ventilation Required = 399.76 s.i. / 4.47 s.i. per 11 = 89.4311 * LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING, EXCEPT ONE SIDE Provide Minimum: 9011 birdbiocking. Ventilation = 402.30 s.i. OFTHE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS. Minimum Ventilation Provided = 752.30 s i. IS GREATER THAN: 749.76 s i. Read JTIVItSUL UC.'7Ut'(IY IIVIV 11CVUINMIVICI14I.7 Smoke *110 V interconnected w/ battery backup. SA Alarm *Installed on each floor, in each sleeping area and ROOF VENTILATION outside each separate sleeping area. Installed not less than Stick Framed Roof Assembly: 3 ft from the door of a bath which contains a tub or shower Roof Area : 148 s.f. unless this prevents placement in a'required location. *Listed in accordance with UL 217 and to comply with NFPA 72. Ventilation Required: 148 s.f. x 144 / 300 = 71.04 s.i. Req'd Provide between 40% & 501/6 of the total required ventilation no more than 3 ft below the ridge or the highest point of the space. Remainder to be installed at Save vents. SA CM Combination Smoke *Installed on each floor, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and in a Upper Roof Ventilation: Alarm & bedroom that contains a gas fireplace in the bedroom or AF50 Roof Jack (10" x 7") = 50.00 s.i. each. Carbon adjacent bathroom. Monoxide *Smoke alarm requirements per above. Upper Ventilation MINIMUM = 71.04 s.i. x 0.4 / s.i. of each vent = 1 vents Alarm *Combination smoke & carbon monoxide alarms listed in Upper Ventilation MAXIMUM = 71.04 s.i. x 0.5 ! s.i. of each vent = 1 vents accordance with UL 217 & IJL 2034 Provide: 1 -19W" roof jacks. Ventilation = 50.00 s.i. WHOLE HOUSE VENTILATION OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING E*AUST FANS (IRC M1507.3.4) Ventilation area remainder for eave vents = Eave Ventilation: Birdblocking: (3)2.25" dia holes per bay = 21.04 s.i. 5.96 s.i. per Lf. - 25% reduction = (Req'd vent -Upper T 4.47 s.1. / Lt 100 MIN. CFM @ 0.25 WG EXHAUST FANS FLOW RATING PER IRC TABLEM1507.3.3(1) OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. Eave Ventilation Required = OPTION 2. INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM (IRC M1507.3.5) Provide Minimum: 21.04 s.i. / 4.47 S.i. per 11 = 5 U. birdblocking. Ventilation = 4.71 11 22.35 S.i. FX1 PROVIDE OUTDOOR AIR AT 100 CFM PER IRCSECTION M1507.3.3 Minimum Ventilation Provided = 72.35s.i. ISGREATERTHAN: 71.04 si. Re( MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL OPTION 3. INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN (IRC M1507.3s) PROVIDE OUTDOOR AIR AT 100 CFM @ 0.40 WG PER IRC TABLE M1507.3.3(i) INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC TABLE M1507.3.6.2 BACK -DRAFT DAMPER SELECTION: CALIBRATED MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER AUTOMATIC FLOW -REGULATING DEVICE OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (IRC M1507.3.7) ENERGY CREDIT NOTES: 2a- MAXIMUM TESTED AIR LEAKAGE TO BE 5.0 AIR CHAN&E5 PER HOUR. VENTILATION 5Y5TEM TO USE A FURNACE WITH AN ECM MOTOR THAT 15 CONTROLLED TO OPERATE AT LOW 5PEED IN VENTILATION ONLY MODE. 5a- &A5 FURNACE W/ MIN AFUE OF a45J., 5a- ALL 5HOWERHEAD5 4 KITCHEN 51NK FAUCET5 INSTALLED TO BE RATED AT I."75 GPM OR LE55. ALL OTHER LAVATORY FAUCET5 TO BE RATED AT 1.0 OR LE55 50- 67A5 WATER HEATER WITH A MIN EF OF O.cll REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 1 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 8 2019 PERMIT CENTER f''.1pMP tSk ��9• ; a s °T h ev rEMO"EF..S s � re� ;`Pc5 MarxR"n eung U � �A55"Oei On N ••.Tu�u T"e ors cNEnm; -9 OBT�"TMEG�u. COMES: Q a n 2�LONUZOO}WV00 Hz2,2N-yp(= UFaIE-5- .NW KUIWnUpwaz0!5,W o N�zo-cF l-z¢wa �p LL2�rnjNz� 1-- Oo azaz z w'-' 0.4 y�w� It Z(�JNNQ�1-~N VIZ O ynz K�..N=CI�Ov, zw.aW oo¢E ¢W ¢-a . <WFSIo o<s=� zw s1oa LL¢I V) V W I- 1 U'' Fri I- 2 Up Z F m DESIGNED BY DATE: .ldiaR 1499 DRAWN BY: DATE D.H. II/5/aa PROJECT MANAGER: CHARLE5 PATTON REVISED BY: DATE NCS 4/6/0.7 NC II/24104 KR 6/24/04 I.O. 5/217/00 AO 5/2/1"1 LATERAL BY: DATE: MEI b!5/19 LATERAL JOB NUMBER: Ola-355 ANW WOODINVILLE OFBCE JOB NUMBER: Iaoag5 FRAMING 4 FOUNDATION FRAMING 4 FOUNDATION L FRAMING 4 FOUNDATION /L� l� DIMENSION DIMENSION DIMENSION __,_ FINISH 2x STUDS PER PLAN _ — 2X STUDS PER PLAN SHEAR WAL PER PLAN _ 2X STUDS PER PLAN E•u y W b PER ELEVATION OVER 15 LB. BUILDING PAPER ON BATT INSULATION PER PLAN 4 SGHEDU BATT INSULATION PER PLAN m SHEATHING PER PLAN FINISH PER ELEVATION OVER I IS L5. BUILDING PAPER BATT INSULATION PER PLAN FINISH PER ELEVATION OVER I5 LB. BUILDING PAPER BATT INSULATION PER PLAN rr w MUDSILL / A. BOLTS PER FOUNDATION PLAN OVER SHEATHING PER PLAN 5/4" T.4G, PLYWOOD 5UBFLOOR FFGLUED OVER SHEATHING PER PLAN 5/4" T.46. FLYWOOD 5U5FLOOR FF �1' ry LL PER PLAN SHEAR SCHEDULE Z - FLASHING Ibd a 4" O.G. Z - FLASHING 4 NAILED Ibd a 4" O,G. Z - FLASHING GLUED 4 NAILED » ppO jp�M WOOD TRIM OPTIONAL WOOD TRIM OPTIONAL t • w> a z> w m 591. MAX. SLAB TO GRADE 4" GONG. SLAB OVER 6MIN. WOOD TO GRADE b MIL. BLACK V. B. OVER I6c�TOE-NAIL b" MIN. ® O.G. FLR. J5T5. PER PLAN Ibd TOE -NAIL a 6" O.G. 6" MIN. FLR. JSTS. # DIRECTION PER PLA I LATER L DETAILS ` ooZozoo woo w za a�'u s { 11'`_ MUD5ILL / A. BOLTS PER FOUNDATION PLAN °I' ' ^�MUD51LL / A. BOLTS PER FOUNDATION PLAN 4" GRANULAR FILL �I ° ... .•. ':' '.. -� / 5 EET 51 �• i ".' T t, '. " • ' �•' - ' ioa=mg�frzm� OF �zaw�a o Q. Noow via <�w a o0 TIGHTLINE TIGHTLINE .? I11�. ; .: • — — —_ �7 5 ' 55 �R .T M DRAIN IP RE QUIRED j : I": e4I: (I) #4 BAR GONT. MAX.6"BELOW TOP z g R TO MDRAIN F REQUIRED kr 7N : a �Uy (I)4 BAR GONT M Z �/ tll.- = 1 x= 1.:y b t� r+ r P��t� utvC. .� o�x�aFwz mf a �N �o�_z�w z w Z .'. ,�' ' I-111I I=1lY z_ OF FND. WALL f Z X /\/ / dli- \ \ �/\ \ : III . .° ' TOP OF FND°WALLoU6�a�N.(=e� c (� a=wm zFn TIGHTLINE i I. _ _ STORM DRAIN _ I (' �b III -III -III- 0o IF REQUIRED 11 I I ( BITUMINOUS I- .'. ' L i #4 BAR VERTICAL a 24" O.G. ry 4 HORIZONTAL a 24" O,G. A <t Y z / Q BITUMINOUS �\ / V DAMPPROOFING' .. ' #4 BAR VERTICAL 4 HORIZONTAL a 24" O.G. r �o" wmmok��o m' ' d I I11=III- (= I • Ib - �QQ TOP OF mt0� I (-) (I tl .' -.-6 MIL. BLACK V. 8. tm In TOP OF FTG/.\� TO FIN. GRADE • 11 ` 6 MIL: BLACK V. 5, t�7 waw amwzw~J� mtia r�opa� #4 BAR VERTICAL a 24" O.G. z TO FIN. GRADE i� _ /, II '7j1 zm - - I I il. 4 HORIZONTAL a 24" O.G. t to C, 0 °�j--}�' a (2) 44 BAR CONTINUOUS 'A , • 114 (2) #4 $AR CONTINUOUS • = `(2) 4 BAR, CONTINUOUS w �s'v"'i W LL o a m o a ` 3" GLR. 4" HOOK a FOOTING 3" GLR. 4" HOOK a FOOTING' 3" GLR. AYAr \% 4 HOOK /� _y �c=w �moo�w� oaw wa¢�o¢ 4" VIA. PERF. ALTERNATE HOOK DIRECTION 4" VIA. PERF. L4„ L 8„ L4,, L ALTERNATE HOOK DIRECTION 4„ DIA. PERF. L 4"L 8" FOUNDATION DRAIN SCALE ' P = 1'-O" FOUNDATION DRAIN SCALE : 1' = I'-O' PC [PATION DRAIN SCALE; I" = 1'-O" I 8" G�4R,4GE FND. 2 8" FND. W,4LL 3 8" FND. 1N,4LL - (a THICKENED SLAB @ O.H. DOOR � � FRAMING 4 FOUNDATION i/Ib" PLYWOOD SHEATHING BATT INSULATION NAILED W/-8d NAILS a 4" O.G. FLR. JSTS. PER PLAN f 1 W Q-. F `./ v DIMENSION PER PLAN 4 SUPPORTED PANEL EDGES o w 1/2" S.W.5. - 2X STUDS PER PLAN ROOFING MATERIAL PER BATT INSULATION PER PLAN W v = SHEAR WALL PER SCHEDULE GATT INSULATION PER PLAN TRUSS ELEVATION OVER BUILDING PER PLAN PAPER 4 SHEATHING 5/4" T.4G. PLYWOOD SUBFLOOREi:s IT z N z D q Ibd NAIL a 4" O.G. GLUED 4 NAILED MUDSILL / A. BOLTS $LDG.PAPER BETWEEN PER FOUNDATION PLAN GONG. 4 JOIST NSULATION W�I2° CLEAR AIRSPACE 3/4" D4G. PLYWOOD SUBFL. GLUED 4 NAILED VENTED 2X BLOCKING W! (5) 2" VIA HOLES PER 24" O.G. (BLOCKING SOLID BLZOCKING rn r LL w o BATT IN5UL. PER PLAN TO TOUGH TOP PLATE) FASCIA BOARD V _ 1= m n R.: w (4) I6d NAILS — BEAM PER PLAN 4' GONG. SLAB LATER L DETAIL5 .............. _..._ . PER PLAN 5" CONTINUOUS LATE DET 4I L EA. SIDE _r`f 2 X 4 CLEAT �, `U o 0 z �� . I I '°:. `d• ------ 8-15 ON SHEET 51 SIMPSON L550 METAL SKEWABLE ANGLE o 24" GUTTER `' 1 I5 ON rj}-i ET 51 EACH SIDE BOTTOM OF BEAM (2) 16d EA. SIDE z w w 6] Z c> W . ":.. •,e •. _ • 't111 •. ' STUB OUT #4 BAR X 24" 7�1 ,'e`.. FLR. J575. PER PLAN I I ' •' '4F (BIRD BLOCKING TO TOP PLATE) P. T. POST PER PLAN _ z (2) SIMPSON A34 FRAMING ANGHO 6 MIL. BLACK V. 5. a EACH POST W LLL L¢L a O � o O t " TOP FLANGE HANGER BIT1IM NOU5 DAMPPROOFING I = h: ' " TOP F FTG. TO TOP OF SL. ° I $LDS. PAPER 5TAN z x 51NIFSON HI OR H2.5 8d NAILS a CLIP a EACH TRUSS 6" O.C. (SHTS - 'ry _ a. N GONG. 4 JOIST5 #4 5A VERTICAL a 18" O.G. 11. ' TO BIR I5LOCKINS) m 6 MIL. BLACK V.B. _ 4 HO IZONTAL a IS" O.G. t= ° SHEAR WALL OR HEADER PER PLAN OVERHANG • a� ' 1• ry = 4" HOOK 1I A °' ` (2) #4 BAR PER -PLAN BATT INSULATION PER PLAN PER ELEVATION OVER _' (-) (- 1 #4 BAR CONTINUOUS 4 ...'"" - <• HFINISFf 15 L5. 5UILDING PAPER i 3" GLR. .:..,: - , ` . GONTINUOU5 OVER5HEATHING PER PLAN 1'-* SCALE: 1" = 1'-0' l SCALE : i" = I'-0" �J 7 R,41 SED 5 FND @ 6ARA&E 0 - a14FLAT GE I L I NG 4 EAVE - 16 CONTINUOUS FOOT I NG -1 2x6 TOP RAIL (HANDRAIL GRIP SIZE PER NOTE: SPACING BETWEEN INTERMEDIATE IRG R31IS.6.5) GUARDRAIL MEMBERS TO BE SUCH THAT FRAMING 4 FOUNDATION � DIMENSION 2X PER PLAN � U Ix4 EACH SIDE P.T. 2x LEDGER w/ A SPHERE OF 4" VIA. SHALL NOT PA55 1 1/4" DIA. MIN. THROUGH ANY OPENING STUDS FINISH PER ELEVATION OVER L 9 3 INTO RIM JET. ®12' ®5 /8' O.G. z 2x2 PICKETS %"x4" LAG BOLTS2[ HANDRAIL, CONT. FOR FULL LENGTH HANDRAILS PER 15 L5. BUILDING PAPER BATT INSULATION PER PLAN OVER SHEATHING PER PLAN MUDSILL / A. BOLTS +� O.G. STAGGERED u m DECKING PER OF STAIR IRG R311.5.6 BALUSTERS TO CONFORM X TO IRC R512.2 I'-4" Ibd a 4" O.G. PER FOUNDATION PLAN +jam ®II- PLAN Q a DOOR: I" MAX 4" MIN _ O ABS EA SIDE OR OR z LS-10 ON ONE SIDE 3/4" T.4G. PLYWOOD 5U5FLOOR GLUED 4 NAILED TRIM PER PLAN SIMPSON JST. HANGERS m O wz 36" MIN. STAIRWAY WIDTH 4xI2 FALSE BEAM. 4„ GONG. SLAB _4 1yyyyyxxxxxXxxxx_ TA (OPTIONAL)BEAM > PER IRG R311.5.1 BEAM _ \ ` 7 :: :''' 1'i•% a Z PER PLAN T G r O Q PER PLAN _ - 10' MIN. 2x4 BRACKET .., . ' .. A. " r I ial F 7U POSTI POST PER DECK JSTS. ; I I �I n BASE/CAP PLAN PER PLAN i I\ tV SAD BELOW STAIR INSTALL I/2" a 45° O STUB OUT #4 BAR X 24' L GATT IML PER PLAN a I8" O.G. "�. - -) I I �BLDG. PAPER BETN �N z 2 PER PLAN '' °ii G W B. a CEILING 4 WALLS W X = 2x4 VERT. (U #4 BAR CONT. MAX. 6"III _ ".' I •' \GONG. 4 J0157 z BELOW TOP OF FND. WALL' ' <.�. <f' TOP FLANGE HANGER f (5) 2XI2 STRINGERS I I (-I . BITUMINOUS DAMPPROOFING ` ®IS OGO.G. ip a °r. t II: 4' tiBORIZON�I4L TOP OF FTG. TO TOP OF SLAB IL6 MIL. BLACK V.B. l l e. g / a •. ' ., u • /\ FIRE BLOCKING a MID-5PAN Ibd a THRUST 4" HOOK I ' . � I /\ /\ CONCRETE un \ \ \ \ \�• BLOCK NOTE: GREATEST AND LEAST TREAD 4 4" O.G. BLOCK RISER SHALL NOT VARY MORE THAN 5/8' _ . , A (2) #4 BAR /FOUNDATION / ii 'e / �I (PER IRG R511.5.3.1 4 R311.5.5.2) 3" GLR. �':. CONTINUOUS WALL PER PLAN .. a' ° ° (B) 6d WE NAIL STRINGER ,- FOOTING PER PLA ii . .. --� TO THRUST BLOCK L4" L 8" L 4'� 4'G' PERF. FND. DRAIN W SCALE: I = I -O CONT. FILTER MEMBRANE— < ' a JOIST OR BLOCKINS a FLOOR BELOW NOT TO SCALE NOT TO SCALE "BOCK° AROUND PIPE 17 DECK 0 8 INTERIOR ST�41R 11 BR,�GKET O RA ISED 8" FND. 1NA�LL Al SLAB 0 21 � m . DESIGNED BY: DATE: {( ' &ION ` I'��1"�/ - DRAWN BY: DATE N w� VIW REVIEWED FOR D.H. CODEAPPROVED ANCE ER: �u X(j tt Wl iy„ �•� i UU RECEIVER CHPROARLESAPATTON REVISED BY, Iy WA`� A Vg JAN 02 2020 CITY i7F'iut;�VtLA NO 11/24/04 KR 8/24/04 "i NOV 22 2019 1.0. 8/2'1/00 G City of Tukwila AO 5/2/Iq aAo SIb/I q BUILDING DIVISION PERMIT CENTER LATERAL BY: DATE: MEI b/5/Iq OPI IS NOT LATERAL JOB NUMBER: Olq-338 �y �"iMEs"��ertEo+9 CORRECTION ,� ; �E"� �"� ;�� GO LTR# _ : Z E"..... "OQ ��GCEGAt d ANW WOOOBDIIM E FlCE NER 22 L:24) L:26 Ia00gE: T IL �c x� N i"xl0" ROOF (1) REt MAIN F I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS B CONDITIONS PRIOR TO GON57RUCTIOK 2. ALL BEAM5 $ HEADERS TO BE 4x10 DF#2 o 2x4 WALL5 U.N.O., AT EXTERIOR WARM WALL5 ALL HEADERS TO BE 4XIO DF#2 W/ R-10 RIGID INSULATION, U.NO, 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED, 5. WINDON HEADERS 0 i'-10" ABOVE FINISHED FLOOR o MAIN FLOOR U.N.O. WINDOW HEADERS ® 6-10" ABOVE FINISHED FLOOR o UPPER FLOOR U.N.O. 6. ALL TRUSSES- # SHALL CARRY MANUFACTURER'S STAMP. * SHALL BE INSTALLED 4 BRACED TO MANUFACTURERS SPECIFICATIONS. * SHALL HAVE DESIGN DETAILS 8 DRAWING5 ON SITE FOR FRAMING INSPECTION. * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERS CALCULATIONS. * TRU55 HANGERS SHALL BE SPECIFIED BY THE TRU55 ENGINEER ? 0 INDICATES POINT LOAD SUPPORTED BY (2) 5TUD5, U.N.O. 8: INSTALL SHEAR WALL5 VOR BLOCKING IN ROOF STRUCTURE BEFORE INSTALLING FINISH ROOFING. a. 5EE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET A2 FOR ROOF VENTILATION CALGULATION(S). ATTIC JACKS 'O'D ca 200F 1 < 42" 1 TRU55E5 SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER R501.5 2006 IRC. WE55 SHALL BE CONFIGURED 50 THAT ALL OFENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH PER THE ABOVE TRU55 LAYOUT. (V N 0 N �FwUz �NzmW aw 17 gw rcUNc.�oWdmaoo LINE OF AS �z�z�F za ww DECK ABY N'—F-��O�SSi ZZU 3 5/8" DALx 4GLAG SCREWS ® I6" O.G. w° ww�aoz�w DS DS �zzaNEWc�i '=zo zo y1 wON2 F ., .. :...-..; 72 ..:a .. .: ..r: ija, :':. is .' y.j.: .•.1..'i ::<i:; -------' -. + 23N6WDOa000 itzO azw�>,�,.a�¢�a IL 7"xl4" SCREENED N FOUNDATION VENTS (2) F.J. (1 REQUIRED) L 1— � 0 O (^ N () �u 7 Q I y' 2xI0 F.J. p 'htI p A GI` I' �J..51- l'tG� it `uU W 3 N V j 0 16" O.G. ...:..... 6 MIL BLACK VAPOR BARRIER c2i w '2 w LL N I v 2 W Jv2 z (2) F.J. tL O 3 r/ z u; ¢ OtV DVR, N®, 00 .. ` L 4'-0" W-O" 5'-O" 5'-2" 5'-10" 2'-2" 2'-6" V-4" 2'74' ._ 2 6 `` ------ ------ ------ ----- 4x10 DF #2 -------�-- ---#- --'- --- ° - to v N c W O :i �o LLI IL N k-I-N�� V ll I6 ` z E: cc Q O ¢ O J PROVIDE MIN. I6"x24" �� Q Q of 2 CRANL ? SPACE ACCESS A3 INSULATE 4 A R TRIP .:. i IL O j p /� ..: :.. ry V — O z 3 �nn � n uiou n 1 LINE OF THICKENED 5LA5 D5 DS FTGI: 36X56XI2 6 FTGI: S6X36XI2 GONG FTG p 3 GONG FTC, W/ #4 o -t" O.G. W/ #4 a i" O.G. V-4 1/2„ E/N (5 MIN) 16'-S" R.O. E/W (5 MIN) V-4 1/2" 55'-0" FOUNDATION PLAN SCALE: 1/4" = 1'•-0" I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITION5 PRIOR TO CONSTRUCTION. 2. ALL FOOTIN65 TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. SOFFITS INSULATE CANTILEVERED AREAS. 5. STEP FOUNDATION PER SITE CONDITIONS. 6. 1,500 P.5.F. ASSUMED SOIL SEARING CAPACITY SHALL BE VERIFIED IN FIELD. -1. SEE SHEET Al FOR ADDITIONAL NOTES. FLOOR FRAMING NOTES: I. CONTRACTOR SHALL VERIFY ALL.. NOTES, DIMENSIONS # CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2XIO HF#2 FLOOR JO15T 0 I6" ON CENTER UNLESS NOTED OTHERWISE (U.N.0) 3. PROVIDE 50LID BLOCKING OVER SUPPORTS. 4. PROVIDE FIRE BLOCKING G ALL PLUMBING PENETRATIONS. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE FRE55URE TREATED. 6. SEE SHEET Al FOR ADDITIONAL NOTES. 4,_8„ FTG2: 30X30XI2 GONG FTG W7 #4 ® 1" O.G. EM (4 MIN) UU5EO''EFRIN\"(5' T'OHLORFLASHING FOR,WATER- PRO RAISED FOUNDATION WALL � � 1 LATI STUB OUT#4 BAR ®18:"OG 4' GONG. OVER 4' GRANULAR FILL FOOTING 5GHFVULE SYMBOL FOUNDATION NOTES ® O8 18" DIAMETER X 8" THICK GONG. FOOTING WITH 2 - #4 BARS E.W. POST 4 CONNECTION PER PLAN V V FTG2: 50X30X12 GONG F 57 W/ #4 ® 1" O.G. EM (4 MIN) m LH O 6 0 z g to � D v 1 Y DREVIEV:DORANCED < 20ilaION iECEIVED DESIGNED BY: DATE CITY OF YUKWSLA JdeR Igaa DRAWN BY: DATE,- V.H. u/5/qq NOV 22 2019 PROJECT MANAGER: CHARLES PATTON PERMIT CENTER REHSED BY: DATE NC 11/24/04 ? P 11, KR 8/24/04 ;:,AS 5� PVO I.O. 8/2?/00 ?.' Egw�«s•9� AO 5/2/ICI .�E�,"s"��:,"Es„P.•o FAO 8/b/Iq M"M1e "9 N pssoo"nan : ,+� LATERAL BY: DATE S ix"�AcwcaAe? Q LATERAL JOB NUMBER: '9 ••,•.cvmsnAk Q Olq-338 I[A4/ /A -I_ ANW WOODINVILLE OFFICE JOB NUMBER: 110015 I PECK FLI 5LDR. 5LDb°4° D. R.Ej ----- EGRESS - I 1 I Q I j �3E17RM 2 �; M. BEDRM o N CARPET (p I R '. CARPET ;d ° I I I I 3'-8' ` 2'-4" I 0 I i ' 32x60" 1, B 5HL. TUB/SHOWER 1, 4° B.F. _ ,LJ I`� LOFT E 14 m m A O m� ® /� I x CARPET 'F R in �N I✓ ��I PROVIDE MIN. /l x- U1 N "---�' DN I&R 22"xBO" ATTIC MB,4 5 6 ACCESS INSULATE 4 WEATHER STRIP VINYL O �� 14 11 ® HALF HALL a +42" ? VINYL IB HALF HALL COUNTER TOP 0+42" m O p +36" A o in ®A o V c. 4 1 18 m Q QL 246v. O RISER5=7 > SHOWER ,..: X z 2� = '0 9 eREAD551�" - --- N 4 cV Y Q.I.G. Q� e "' I CARPET I o J Ui I a I CARPET rm �+ 26b N ----- --� I N---------------� K I 1 m m l I m - ® 4xI0 DF#2 R. 4 5. sn °n V 1 CARPET i R' — I O OPEN O �� TO BELOW N 4'-O I'_2" B'-6" T-O" 4'-0'. N N BEDRM 4 o BEDRM 3 CARPET m CARPET O 0 I ------------ I 4°3° FX. O EGRESS m -------- 5°49 SLDR. I cV D O 5`kJO 5LDR. j 0 N `------------ - ------ ------------ MALL BELOW _ LJ LJ N ROOF BELOA FLOOR PLAN NOTES: Ile 1. CONTRACTOR SHALL VERIFY ALL NOTES, B,_a 5 _q" g _q° 5'-q" q'-6" V-6" DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2• WINDOWS 4 DOORS ARE SHOWN 4 NOTED -6" 15'-O" AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x& STUDS 0 Ib" 38'-O.. O.G. U.N.O. 4. SOFFIT DOWN AREAS ARE 5HADED. 5. M INDICATES POINT LOAD SUPPORTED BY U.N.O. 6. SEE SHEET Al FOR ADDITIONAL NOTES. U L ®O L A 7. SE SHEET SEE SHEET A2 FOR VENTILATION. AND ALARM SCHEDULES. 5GALE: I/4" = 1'-0" 8. PROVIDE STAIRAAY ILLUMINATION PER IRG' R303.7 4 R303.8 OR FRAAMINCG NOTES: RACTOR SHALL VERIFY ALL NOTES, NSIONS 4 CONDITIONS PRIOR TO rZALL TRUCTION: FLOOR JOISTS TO BE 2XI0 HF2 0 I6' ON ER UNLESS NOTED OTHERAISE (U.N.O.) 3. ALL BEAMS 4 HEADERS TO BE 4x10 DF#2 ® 2x4 NLALL5 U.N.O., AT EXTERIOR HARM W4LL5 ALL HEADERS TO BE 4XIO DF#2 A/ R-10 RIGID INSULATION, U.N.O. 4. PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. 5. PROVIDE FIRE'BLOGKING a ALL PLUMBING PENETRATIONS: - 6. WINDOW HEADERS & T-10" ABOVE FINISHED FLOOR ® MAIN FLOOR U.N.O. WINDOW HEADERS ® 6'-10" ABOVE FINISHED FLOOR ® UPPER FLOOR U.N.O. 7. N/A 8. N/A q. a INDICATES POINT LOAD SUPPORTED BY (2) 5TUD5, U.N.O. 10. ALL ROOD IN CONTACT AITH CONCRETE TO BE PRESSURE TREATED. II. SEE SHEET Al FOR ADDITIONAL NOTES. P-6" 8°I0TRANS. 8°49 DBL. SLDR, 5Ya"xI0Y2' GLB 24F-V4 k, 6" AIDE GAS FIREPLACE. INSTALLATION PER MANUF. SPECS. w/ FLUSH HEARTH FAMILY - CARPET PROVIDE MIN. 18"x24" CRAWL SPACE ACCESS INSULATE 4 _ WEATHER STRIP HALF�L in q 0 4210'-4" 4.10 DP# wO. N 4 6 ® LDY VINYL 26 GA. STRAP TIE W.H. TO WALL TOP 4 BOTTOM. �(W.tt.JJ FUF PROVIDE COMBUSTION -AIR VENT PLATFORM ON EXTERIOR NAIL +IV N{14" DIA. OF THE GARAGE FOR PIPE BOLLARD. THE 6A5 APPLIANCES. N I 9 >L N 8'-W 10 TIGHT FITTING, I-" THICK (MIN) SOLID V GORE METAL DOOR A/ L O SELF CLOSER 3- CARAOE NOTE: N '® INSTALL 1/2" G.W.B. BEAMS, WALL5,4 POSTS. %11 TYPE 'X' G.W.B. ®CEILINGS. 7xlb PSL 2.O�E =---- �''pIIII ----- ------NI--------- 2-CAR &AR 4" GONG. SLAB v. Lo 4'-6" DECK 2X DECKING 6°I° TRANS. SAP. GL. 6°beS.6. DR. 5AF. &L. 304° SLIDER V e,"xIOYY GLB 24F-V4 NOOK HARDAOOD HALF HALL , ® +42" COL. � ,.Q Qp 66 2" _ 4�_b� 4x10 DF#2 _ J: DINING �o ry ( CARPET R IL ® V i0 lO 'fi' S.D. m' p��m I : Q- I .. X 10. � A XI®IX - 41 DF#2 trhlb I 8x8I (Sx8 51=5'01 1V 4 3 ib 2 18 I GOLI COL �-OmU200}WUp U,y,ZZQ ,��NSy JQ NyV K� moN�owa�naoa a�w QCFiw�W off'¢ o y�Fzo�{_zaww -VUm203{YY...F OO�s�",jmz� y�FL' �Fi;oF�Q?Q" W�J�N�aW? w—moo oho NS_SNO O Ih�Z��Zp FpUI w�maL"oFmmzQo�" a—o O'w�W>1ft sa RZW�$im>�R�4¢ �~ o {.. ^ U z V IJJ < 5 W W -4m= v I— T Z N i pV e p •• ro00 U w me 0 � w N z r Q z LU w w LL LL ¢O-J p O r 2X , FLOORJLINE ABOVE I I I I � i I i I " —__ LIVING; - L CARPET I I O I 9 T IL I N N IL ry. I N _ WALL LINE_AB_V I — AALL LINE ABV — i 6x16 DF#2 (FULL LENGTH OF WALL) Mis m I � PORCH Oi GONG i j O Z GO z N LUMNST N 4xI2 DP #2 REVIEWED FOR Y A CODE COMPLIANCE _ A-j Q APPROVED Z ' JAN 02 2020 City of Tukwila BUILDING DIVISION � m m VO t3E - �CEiVE�D /� CITY O-^�r` t;jWALA DESIGNED BY: DATE: NOV 22 2019 JdeR I - - DRAWN 8Y: D.H. DAM DATE: I I/3/qq PERMIT CENTER PROJECT MANAGER: CHARLES PATTON Np T REVISED BY: DATE: NO 11/24/04 �5•rnEPxOW � ') A"MEtN515 FIpne11E0'. / KR 5/24/04 /.�•; BYEEOEPPLtUW NOU1tIX1H ifl 4 : FEw�swe�srn"Esw p I.O. O 8/2i/00 5/2/lq M PAO 8/61141 . re aEEenc ; Q .. �� EO�ro • pFMISHAN'E& �e LATERAL BY: DATE: <<FGALSti�� MLLAATERAL q JOB NUMBER LATERAL INFORMATION�R Olq-8 ENGINEERING DETAILS AREA SUMMA_R_ LOWER FLOOR: _Y NA MAIN FLOOR: 1,151 S.F. UPPER FLOOR: 1336 S.F. TOTAL FINISHED AREA: 2,4801 S.F. GARAGE: 4641 S.F. UNFINISHED AREA: 0 S.F. 5/ A J-17 ANW WOODINhLLE OFFICE JOB NUMBER: I MAX BUILDING HEIGHT @ 565.84 n T.O. RIDGE ROOF MID -POINT BUILDING HEIGHT `fl T r�- ti- m TOP PLATE HEIGHT T.O. PLATE 5555.00 IE::H S.G. Ixb TRIM BD. O l ES. 12 N 0 T.O. 5UBFLOOR m T.O. PLATE 1 - N N is- LINE OF - - ...... DRIVEWAY BEYOND T.0.5UBFLOOR �- •.. ..... .. .s .:.' AVS BUILDING PLANE ® 555,84.'.:':.. e I I ,DEFT (NORTH) ELEVATION SCALE: 1/4" = 1'-0" �m I " I (=) L../la I t-y I--L- I--u/-'% I IL-11IN SCALE: 1/4" = 1'-0" ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING $ HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10. 5. CAULK ALL EXTERIOR JOINTS B PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER LR.G. R103.8 ' 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R105.2 8 R905.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. "7. PROVIDE CONTINUOUS GUTTERS B DOWNSPOUTS ® ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO 5E POSTED &mn PI b.ImI Y VIrSIRI F FR']M THE STREET [IN. 4" HIGH WITH INS N PER IRG 1`2505.1 ONAL NOTES. 12 'I-- 16 FRONT (V"IIII,1,E5T) ELEVATION SCALE: 1/4" = 1'-0" -4II IIf- o I MAX BUILDING HEIGHT ® 365.64 T.O. RIDGE COMPOSITION SHINGLES OVER 15# FELT ON 1/2" EXT. SHEATHING. Ix2 OVER Ix8 BARGE 5D. 4x BRACKET. SEE 12/A5 SHINGLE SIDING. Ixb TRIM BD. Ix2 OVER Ix8 FASCIA Vy/ CONT, Q MTL. GUTTER. iV m Ixb TRIM BD. SHINGLE SIDING, Ix4 TRIM BD. 8x8 P05T WITH 2x TRIM OUT. 6" EXPOSURE LAP 511;>IN6. FINISH GRADE SLOPE AWAY 5 ( AVG EUILDINC7 PLANE a 555.64 L REVIEWED FOR CODE COMPLIANCE APPROVED JAN 02 2020 City of Tukwila BUILDING DIVISION ® FIRE PL. a °n rn� r�z>-t-w4 �ollaoo�Nso t=]Faom��NZN� aowac�i`w"Zl_'oK'� �ry�2=zh�ZQwD. �rcmok'o�o��a� waw w�aoz Nw-�ks' �Zz6��jUF2�a¢ � oy� cnz oti�z� �oTFo WN aWIrN N z3Nao0pK!-�Q(J oHwi. a ZZ-1, O o 'S <Z V W <�W W w�� J�U Z N � T ova �L. O 3� ce gay V W v N LL I N Z d..- Ql Z :Z1 O W LLLL l�L aDO 0J p O m m `_, V � O 9�1i� t`Qs LO p 1 � z N rm DESIGNED BY: DATE: JaOR Iggq DRAWN BY: DAM- D.H. 11/5/qq PROJECT MANAGER: CHARLES PATTON REVISED BY: DATE NG 11/24/04 KR 5/24/04 I.O. 8/2i/00 AO 5/2/Iq FAO LATERAL BY: DATE MEI 6/5/Iq LATERAL JOB NUMBER: 01 q-335 ANW WOODINIALLE OFFICE JOB NUMBER: IgOOg5 O O 2xI2 RAFTERS T.O. BEAM c• PORCHj!�n11I�1I111�11111�1111 ®p11111��1II�1�11111�1 _ I�11 � II�I�IIII�I�IIII I 1 • • JSTS e • 4`I-IF Nl n ii-ii if Is �x COMMOM TRUSSES ® 24" O.G. / / / / / LIMING COMPOSITION SHINGLES OVER 15# FELT ON 1/2" EXT. SHTHG. T.O. RIDGE PRE-ENGINEERED TRUSSES 6 ® 24" O.G. R-4a ATTIC INSULATION 1 ATTIC INSULATION BAFFLE TO EXTEND p 12" BEYOND INSULATION. rl VENTED BLOCKING. T.O. PLATE ix2 OVER Ix5 FASCIA W/ CONT. METAL GUTTER. 5/4" T46 PLYWD. SUBFL. _ 1N.1.G. M 561 E M BEDRM p T EXT. FINISH PER ELEVATIONS. 2XIO FLOOR JOISTS i1T TYP. PER PLAN. N T.O. SUBFLOOR T.O. PLATE R-21 WALL INSULATION. 2x& STUDS ® Ib" O.G. }� 2 I 1 `t (N� KITCHEN 5/4" T4 G PLYWD. SUBFL. a l 1 �R-50 FLOOR INSULATION. III:-11:-1�i =11'-II:-1 SC.,7 I ON SCALE: 1/4" = 1'-0" R,hWL5P,4G 6 MIL BLACK V.B. FRAMING, - POSTS 4 BEAM PER PLAN � nEGEIVED ciT I of -fu mILA NOV 22 2019 PERMIT CENTER = S�pMPISN - �5 •'nemoournoi; •;OT; N �.• row, �"��.: xEaFs�o"enro y2':oerosri�a�`ewC01'+,�'• ¢_ ��fiGAL SE10� m 0 OiUK-O=NaWN�UZUpZzp 0a0w }NWNzg VSHp�Wi 1U aNaOa 0��2�Ztilla o�F-z¢w pprt�ap yp� pW zo �Ci�tF~-O�2�s`sz3ti N K'JujFF�KN�Z KFifQF ZZ 4N�WFI-N=K ONW�<.,n V D�OgO:ZiJ WSN aw,.p F¢mp¢� �ac=iw€waoo�wcsi IOU- ¢a h O O z, V WSW Lu w w J � _ Z N � T 0 a y O Z o00 AJ oho V I.L v F � N 0 wLu � Z...r Q Z :mow w wwLL Q O J 0 0 N m V to LLI � e 9 z s z OL _ u F m DESIGNED BY: DATE JaeR laaa DRAWN BY: DATE: D.H. 11/5/0la PROJECT MANAGER: CHARLES PATTON REMSED BY: DATE NG 11/24/04 KR &/24/04 I.O. 8/2i/00 AO 5/2/la LATERAL BY: DATE: ME6/SIIa LATERAL JOB NUMBER: ola-ssa Al ANW WOODINMU.E OMCE JOB NUMBER: Ig00g5 e3 5TRUGTURAL NOTE5 CODE DESIGN IS IN ACCORDANCE WITH THE -2015 INTERNATIONAL BUILDING CODE (IB.G) AS AMENDED BY THE LOCAL 5UILDIN6 DEPARTMENT. �.p, ✓pptT}.1:iL �i'.LL W O U) _ \ \Q s =- - • I LOAD5 W �' 15 LIVE 1 rrltrr mad Pt' 2>r/,,/,hlf ��IyqID�S�y FLOOR -- a40 POP DECK-----60 P3F p 1 1. 7- 9,,1.j UrhALL I r�+ ni r✓•�''('Tr'(^/./o„% I /�_7/ a 12, iv L✓. 3'f3 jC/4'' PA a LATERAL wIND--------ExPosuRE •B° : 65 MPwDO MPH NLT) SEISMIC PER DESIGN GATA60RY D (IB.G) PI 4 • a DETAILS — P.T3A� w /t21 � 44 Vasn.L `AT' 1147 F FOOTIN65 SHALL EX tND A MINI � M OF 16 BEA i1 cAPAc x of I50o PSF. ALL FOOTINGS TO FIRM UNDISTURBED 509 , ASSUMED IARCHITFOTURAL EXTERIOR BELOW ENT EXTERIOR FINISHED GRADE. p PI4-..,. PI-4 ------------- PI-4 PI-4 PI-4�3/9L(�� - --- ------ Lii �i - - --- - w¢�tiATION5 „ :: 1-� ON SHEET � 1 � iidoci p /' / —> ci .. :. .. ,. „Cap _ i3L75Wv/3i�q ty45 rr - ..' ' - - .. . ' l�y CAST -IN -PLACE CONCRETE F. = 3p00 P51 28 DAYS. MINIMUM 5-I/2 SACKS OF DEMENT PER CUBIC YARD OF CONCRETE �� ---- _-»-------- - -- -----'- - 1 1 1 I 1 I 1 ��aowanapo 0- I- pp � f-z I, - + • „ J AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94* SACK OF CEMENT. No SPECIAL INSPECTION REWIRED. MAXIMUM 51ZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP I54 INCHES.it. 1 �-DpOa"6.�:'�p� z p '# •� /.�� tLi+'/�L• ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDIN6 OODE REQUIREMErlT5 FOR REINFORCED CONCRETE. ALL STEEL, 1 1 1 $ 1 1 OOw=wyl-Nz� I A /p �, PJ�,yy� REINFORCING, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING OONGRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOMDATION WALLS TO BE �} I t 1 I a LL o 1 fl w o m o o o 0.¢ w r .• L _p {- r (dfooL ) /�•AI^" W DIAMETER WITH I INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHESi-' I I 0- p a:,.z wF'rr Np ¢h0 .. . 4 YT�L , j NSk)P • OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED OONNECTOR5 SHALL CONFORM TO ASTM STANDARD 155 AND HOT DIPPED 6ALVANIZED OONNEOTORS SHALL CONFORM TO ASTM A653 1 I :, 1 1 D z ¢ rq p N = <� U' / -f ay� GLASS 6-165. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 504 OR 316. , 1 { i :I , 1 w 0 N D i D u~i D z ¢ w =p � p g o 7 .. , . 51MP50N PRODUCT FINISHES GORRESPONDIN6 TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED OALFOR PRE55URE FIRE VRETARD)ANT TREATED WOODSFI5ALL58E ZMAX HOThTI D�IPF'ED GAL ANIY ZED(61ATED AND 85). I L� :1 , -, , _-»-__- - ._.____.__-.. 1 F w z z U y "' 5 m x �KI�Ip 1 1rc wawa o aOzg�F€2WaQaa REINFORCING STEEL ' M1IIII� I_ Ii=IIIt=11 ALL REINFOROIN6 STEEL SHALL BE PLACED N OONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANIAC OFSTANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CR51. DEFORMED REINFORCING STEEL BARS SHALL I SI 0l -- I Gir= - — �( 4 L4T RESTRAINT FANEL 5 LATERAL DETAIL CONFORM TO ASTM A-615 FOR GRADE 40 FOR u5 AND SMALLER REINFORCEMENT AND CRAVE 60 FOR 06 AND LARGER ALL REINFOROIN6 BAR BENDS SHALL BE MADE COLD WITH A MINIMUM 1 1 n. o 1 lY ( � � j - -I °I O • P I O RADIUS OF 6 BAR DIAMETERS 01-1" MINIMUM). CORNER BARS (2'-0' BEND) SHALL BE PROVIDED 1 1 1 ( I I 1 p FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWIN6S,'REINFORCIN6 STEEL SHALL HAVE THE FOLLOWING MINUMUM COVER: I I I PI-4 L�----- ' ---�- j --- �; m z U W Ay j, CONCRETE CAST AD —3INCHESLU PI-4 5 i'IC Jy fi;. j TO EAARTH CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH -18 BARS — 2 INCHES I 1 1 1 a 1 1 0o 1 1 ' •1 J JCS /i79f i #5 BAR AND SMALLS -- I-I/2 INGHE-5 STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM ASS, Py=36000 FSI. ALL V ELDING SHALL BE IN CONFORMANCE WITH ASTM AND AM STANDARDS AMD SHALL BE PERFORMED BY WABO SI • 1 1 i ig 1 I 1 } ' 1 :1 ( 1 :.I ' ___ ___ __-- __- 1 : 1 a _-_ -_5I : I I 1 1 - ui Q "S LL CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO A57M A500, Py=50.000 FBI. , I , , m1 �J rpc 1C ((JOG 2 P // t &P'Lr W SQL.• 2>= ,;� w1 «d 1 / STRUCTURAL_ TIMBER ALL LUMBER SMALL CONFORM TO WWPA GRAOIN6 RULES FOR PE5TERN LUMBER, LATEST EDITION. PROVIDE CUT Y06HER5 UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN OONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 1 - - LL , --- -- , 1_ ------ - _ ' LL a ` - : , _ n O ARCHITECTURAL DETAILS i7 1 2x FLOOR JOIST HEM -FIR #2------FI, = a50 P51 �_ ROOF RAFTERS HEM #2- PI-2 PI 2 ' III i u� N N �n I PI-2 PI-2 '-- " w N ,_„ Z" '" /� 6 -� ON SHEET i-l5 I�jptryx.'��J` �� -FIR =850 P51 4x BEAMS DOU6-FIR)LARCH #2---Fb = a50 P51 6x BEAMS VOUG-FIR/LARrH #2— --f EOP P51 LUMBER NOT NOTED HEM -FIR #2 SOO P51 MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY ALL HANGERS SHALL BE — - -_- _-- -- _.- - -- ---_--_----_— d' "t b' - d' IS PI-2 PI-2 FT,� t'FN3 Q z j V W Q O LL O /� / L /.J7 � FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE 50LT5 TO BE A-30I. ANCHIOR BOLTS INTO OONCRETE SHALL BE %' DIAMETER KITH I INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE P2-3 P2-S 0 Z c`J r3W NAILS. NAILING SHALL BE IN AGGORDANGE WITH I.B.C. SCHEDULE.: ,n -� " A GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOU6LAS-MRA ARCH KILM DRYED:: STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CANTIt8JI BEAMS.p1A StHALL B NUPPER SHEATHING SHALL BE a/ INCH TONGUE GROOVE, AP.A. RATED SHEATHING. SPAN RATINITH pFLOOR FI,-001`,C..' T••�EAR MAIN FLOOR 5HEAR . b WITH LONG DIMENSION PERPENDICULAR TO SUPPORT UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT b INCHES ON CENTER AT SUPPORTED PANEL ED6E5 a 10 INCHES ON CENTER AT NALL5 4 HARDYSARE YiALL5 4 HARDN,ARE INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING, SHALL BE 6U1ED TO THE JOIST AND THE SCALE: I/$" = I'-0" SCALE: I/a" = I'-O" TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. — 8 L/4TERAL DETAIL I L LATER DET/41 L ROOF SHEATHING SHEATHING SHALL BE W A.PA. RATED SHEATHING. SPAN RATING R., INSTALLED WITH LONG DIMENNSION ACRO55 SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EPOE5 WITH 8d HAILS AT 4 INCHES ON CENTER AND 10 INCHES ON: CENTER AT INTERMEDIATE SUPPORTS. �. WALL SHEATHING SHEATHING U BE T(ti A AIL RATED SHEATHING. SPAN RATING IN PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGE$ WITH Ed NAILS AT 6 INCHES ON CENTER AND 10 INCHES `ow !D_ vjlrrfjj � t�'Art d l)- 4i YyAtL ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. �- ��,.�•�+ A94r _ FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS AND HEADERS NOT I4 ` ) / GALLED OUT ON THE PLANS SHALL Be 4x10 DF#2 UNLES5 NOTED OTHERWISE. ALL VERTICALLY- LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TO&ETHER:WITH Ibd NAILS SPACED AT 6 ,TQ (/\•��j ) INCHES ON CENTER AS � `7 /OG n �y/� P H/.y�� 1/O!3 ryy}H•I BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT GALLED OJT ON THE PLANS SHALL BE 4.10 DF#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT GALLED OUT ON THE PLANTS SHALL BE (2) STUDS SPIKED T06ETHER WITH 12d NAILS AT 12 INCHES ' ry � ,�y t �Y Iyfl}J 1 •7" / .///]ry C' 'Yi J',.c: ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETNEEN V400D AND CONCRETE. KALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE END NAIL TOP PLATES AND ry Fes. {/ ��"•'^ J TL (Q'OG IQHPG BOTTOM PLATES TO EACH STUD WITH 2-164 NAILS. FACE NAIL DOUBLE TOP PLATE WITH Ibd NAILS 2 f\ S Ct�UG AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. 5TA66ER 5PLICES A MINIMUM OF 46 INCHES.. - F.J A3 U z V` (DIOG y �� ✓!/ 'N+'� ��' `�''�•• FLOOR TRUSSES: FLOOR TRUSSES SHALL BE PLANT FABRICATED. TRUSS MANUPACTURE SHALL SUBMIT SHOP 1 r-'1'- (� X - V ORAWIN6 AND CALCULATIONS 516NED, STAMPED AND DATED BY A WASHINSTON STATE LICENSED ENGINEER SUBMIT TRUSS DRAWING TO THE ENSINEER:OF RECORD AND BUILDING 2 V s 4AdSTRUCTURAL DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. FLOOR TR 55M SHALL BE SI Aw 5�A` �� ue+. a ��u 5��f'&,j�AAL. Z• 4AH l BLOCKED PER TRUSS MANUFACTURES INSTRUCTIONS. PRE -MANUFACTURED ROOF TRUSSES '4 �j :j�� TRUSSES SHALL BE PLANT FABRICATED OF DOU6LASFIRA ARCH OR HEM -FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, 516NED AND o DATED BY A WASHINSTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TWJFf SHOP DRAWINSS TO MITCHELL MWINEERIN6 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF b T o o v THE TRUSSES. ROOF TRU55 SHALL BE DESIGNED AS ATTIC, TRUSSES WITHOUT STORAGE. n r...; c�I ! A3 A a. THE TRUSS LIVE LOADING SHALL BE FER I.R.G. SECTION 3015 AND TABLE 5015 ESPECIALLY NOTING FOOTNOTE 546. $ , b. THE TRUSS DESIGN SHALL BE PER I.RC. SECTION 5O2JIJ AND 602.102 ESPECIALLY INDICATING THE TRUSS DEVON AND MANUPACTURIN6 SHALL BE PER AN51/TPH. ^ 1 O LATERAL DETAIL I I LATERAL DETAIL 12 LATERAL DETAIL c. THE TRUSS TEMIPORARY AND PERMANENT BRACIN6 SHALL Be I.P.C. SECTIONS 502.112 AND 802.103 AS WELL AS THE TRUSS PLATE INSTITUTE55 EUILDIN6 COMPONENT SAFETY INFORMATION. � � d. TRU55 ALTERATIONS SHALL NOT OCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL A5 INDICATED IN I.R.G. SECTIONS 502.I1.3 AND 802.10.4. I 7 AB'' A3 ; ' }OL . m - TF e�=e-1 tAlh 6 e 1 14a TiJd55 / T SYoT r ...'..' .. ..'..•.:... A3 SIM _I ....- :. : .. , ...... �..." � � ... ' ° '.REV...IdeR II w SHEAR NALL SCHEDULE DESIGNED BY: DATE: aaq SHEAR WALL NAIL NAIL SPACING HEM TOP/BOTrOM BLOCKING + G� OS 3%rt/2 /•N Jib r3)1Ga% DE516NATION SIZE ED6E5 STUDS PLATE REQUIRED #2 # "51 .' SI ..."' . •. ''••' •.. .. :�F DRAWiJ BY: DATE: D.H. I I/3/qq P1-6 ad 6" 2" 6" YC5 210 PROJECT MANAGER: GHARLES PATTON PI-4 ad 4" 12" 4" YE-5 510 .is • /L.e?< /TGirti - I�f /L .... ..... ��... a �� ".- .-.- i5 _ _ L _ _ '' ' ' 51 _ PI 5 ad 3 " 12 :: 3 :: YES 400 P2-3 ea 5" 12" 5" YE5 eoo PI-2 ad 2" 12" 2' YES 525 -- - - -- - - - ,� �, ,a• d' REVIEWED i-OR Q 6 CODE �F AB NO ED BY: I I/24/O4 KR 6/24/04 . P2-2 8d 2" 12" 2' YES 105E SHEAR HALL NOTES: / 7liv � ?s4 COMPLIANCE w m N N APPROVED I.O. a/2i1o0 I. PI- T(n A.PA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.5.5) ON �i� /bs. P' h AROH I TEGTUR�L D T�"S (L ° �� %/ 2H4 3� lam% ONE 51ME GF Wk L. I�(6 4 4 51 51 AO 5/2/Iq DA:O /4/HM• Jw'e'k wJ / $, t �^ 14 ON SHEET A5 L� 4>� P2- A.PA. RATED PLYWOOD OR ORIENTATED 5TRAND BOARD (0.5.5) ON EACH SIDE OF WALL. 2. FOR PI-3, P2-3, PI-2 a P2-2 5HEAR.WALLS USE 3x STUDS AT AD,.IOININ6 PANEL BE S EDGES. NAILING SHALL BE STA651" I JAN O2 202E REV ROOF FRAM I NG LATERAL BY: DATE ! �tyf �C fTGL 3. NAILS SHALL BE 8d GO (O.I31" DIAMETEW. DIM 4. WHERE PLYWOOD 15 INSTALLEDON BOTH SIDES OF WALL, PLYWOOD JOINTS �. (. FOUND,4TI ON H,4RDW)4 O N,P is N O City of Tukwila P �r SCALE: I/8" = I'-O" SCALE: I/$" _ ('-O" MLA b/5/Iq LATERAL JOB NUMBER.- /11 /� -YtYI�' • - SHALL FALL ON SEPARATE 5TUD5, EACH SIDE. 5. ALL PANEL EDGES BACKED WITH 2-INCH NOMINAL FRAMING FOR PI-6 a PI-4 BUILDING DIVISION 1 � l(/c17dE-NA,L 4°cp L!o'bL SHEAR WALLS. ALL PANEL LS IN BACKED ELB EI FRAMING AT PI-3, PI-2, AND Y. S SHEAR WALLS. INSTALL ON CENTER & I HORIZONTALLY OR VERTICALLY. INCHES ON CENTER ® INTERMEDIATE VERTICALLY. SPACE NAILS NOTE: ALL SECTIONS ARE TYPICAL B SHOU TYPICAL MUD -SILL: BE USED AT ALL SIMILAR LOCATIONS LL : µ, •• , z ®10 SUPPORTS. Zj/$# Si4&j f4'c�"S6' bs 6. ALL ANCHOR BOLTS SHALL BE INSTALLED WITH HOT DIPPED GALVANIZED PLATE WASHERS. P.T. 2x6 W/ dia. x 10" ANCHOR BOLTS @ 24" TYPICAL HOLDOWN U.N.O. STHDI4/5THD14RJ %� � To Tna� ccncs.' 4 O.G. w/ GALVANIZED 5"x5"xy4" PLATE MASHER. (50) I6d SINKERS IrfA,7.TILL E � ff�h REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE, 51 INC, AND MUDSILL/RIM CONNECTIONS. �ry t�EGA`5�� ECEIVED 6RID ®4 ©: ANCHOR BOLTS ® 12II O.G. _` ®o CITY OF tiKWILA LATERAL DETAILS ON SHEET 52 NOV 22 2019 ANW WOODINVLLE OHF CE JOBNUMBER: m-eft 1� IS LATERAL DETAIL — �15) LATERAL ROOF DETAIL ARCHITECTURAL DETAILS ON SHEET A3 PERMIT CENTER I gOOg5