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Home My WebLink AboutPermit D19-0042 - LAGUERRE RESIDENCE - DECK REPLACEMENTLAGUERRE DECK REPLACEMENT 15376 62ND AVE S 7 DI 9-0042 Parcel No: Addeo: �=^�«x ^��lFnx�°""^U *~U~� x�u Tukwila Department ofCommunity Development G]OOSouthcenterBoulevard, Suite #1OO Tukwila, Washington 951OO Phone: 206-431'3670 Inspection Request Line: JU6'438'935O Web site: http://www.TukwilaWA.Rov 1770500140 l537§6ZMDAVE S7 DEVELOPMENT PERMIT Project Name: LAGUERRE DECK REPLACEMENT Permit Number: D19'0042 Issue Date: 2/27/2019 Permit Expires On: 8/26/2019 Owner: Name: Address: Contact Person: Contractor: Name: License No: Lender: Name: I537662NDAVE S#7,TUKVV|U\WA, 98188 TARATODD MA7V[YCONSTRUCTION INC 1912S l46THST'SEATAC'WA, 98168 N1AlVEO991[8 D8UANLAGUERRE l537656ZAVE 5'TUKVY|UA,WA, 98188 Phone: (253)680-9200 Expiration Date: 9/29/2019 DESCRIPTION OF WORK: REMOVE AND REPLACE EXISTING DECK Project Valuation: $4,38000 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: V8 Electrical Service Provided by: Fees Collected: $BlUO Occupancy per IBC: R'3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical [ode: mACities Electrical Code: VVxC296-46D: Code: ublic Works Activities: Chonne|izadon/Sthping: Curb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OvemizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm DrainaOe: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: U Number O No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority tnviolate orcancel the provisions o{any other state orlocal laws regulating construction orthe performance ofwork. /annauthorized tosign and obtain this development permit and agree mthe conditions attached tothis permit. ` Signature: WPrint Name: de,,iL �� Date;�*~/// / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod nfl80days from the last inspection. ' PERMIT CONDITIONS: I: Apreconstr cdonmpedng with planning isrequired prior tothe start ofwork. ContactKyle[ot hett(2O6- 433'7l66nrky|ezotchett@Tvkwi|aVVA.gov) Z: This work islocated within a stream buffer. Per l8.45.O7O'this project qualifies asmaintenance and repai/, However, ifany heavy construction equipment nrvegetation removal is necessary, review and approval of aType Zspecial permission permit for work within a sensitive area is required. 3: ~~ *BUILDING PERMIT [OND0ONS*** /k Work shall be installed in accordance with the approved construction documents, and any changes made during construction thata,enotinaccnrdancewiththeappmvedoonsvocdondocuments shall be resubmitted for approval. 5: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. G: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City ofTukwila Building Division prior toplacing any concrete, This procedure isinaddition to any requirements for special inspection. 8: All wood to remain in placed concrete shall betreated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk, 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING 1500 PLANNING FINAL 0101 PRE -CONSTRUCTION CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per No. 1) 1 Project No. Date Application Accepted: I 2--(1-4 Date Application Expires: 7 -2 °II For o ice use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 1770500140 Site Address: 15376 62nd Ave S, Tukwila WA 98188 Suite Number: I Floor: N 1 et Tenant Name: DeJuan Laguerre New Tenant: L Yes [ZI ..No PROPERTY OWNER Name: DeJuan Laguerre Address: 15376 62nd Ave S City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Matvey Foundation Repair -Tara Todd Address: 1912 S 146th St City: Seatac State: WA Zip: 98168 Phone: (253) 680-9200 Fax: Email: permits@gomatvey.com GENERAL CONTRACTOR INFORMATION Company Name: Matvey Foundation Repair Address: 1912 S 146th St City: Seatac State: WA Zip: 98168 Phone: (253) 327-1650 Fax: Contr Reg No.: Matvefr837k5 Exp Date: 06/15/2019 Tukwila Business License No.: BUS-0997724 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Tower Engineering Engineer Name: Kolby Burke Address: 21907 64th Ave W Suite 140 City: Mountlake Terrace State: WA Zip: 98043 Phone: (425) 640-2266 Fax: Email: kolby.burke@tower-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: owner self financed Address: City: State: Zip: HAApplicationsTorms-Applications On Line \2011 Applications \Permit Application Revised 8.9-11 docx Revised: August 201bh Page 1 014 BUILDING PERMIT INFORMATION 6-431-3670 Valuation of Project (contractor's bid price): $ 4,3 80 Describe the scope of work (please provide detailed information): Removing and replacing existing deck Will there be new rack storage? 0.....Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existi g ,. Intenor Remodel Addition to Existing Structur New Type of Construction per IBC Type of Occupancy per IBC Is` Floor 0 0 0 0 0 2' Floor 0 0 0 0 0 3rd Floor 0 0 0 0 0 Floors thru 0 0 0 0 0 Basement 0 0 0 0 0 Accessory Structure* 0 0 0 0 0 Attached Garage 0 . 0 0 0 0 Detached Garage 0 0 0 0 0 Attached Carport 0 0 0 0 0 Detached Carport 0 0 0 0 0 , Covered Deck 0 0 0 0 0 Deck 0 V---Uncovered PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Vti Floor area of principal dwelling: VA Floor area of accessory dwelling: *Provide documentation that lows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: V-1 \ Compact: ‘,3 Handicap: Will there he a change in use? D Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ID Sprinklers D Automatic Fire Alarm None LI Other (specify) Will there he storage or use of flammable, combustible or hazardous ma enals in the building? Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I I" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM Li On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11:1ApplicationsWorins-Applications On Line \2011 ApplicationsTennit Application .Revised - 8-9-1 I.docx Revised: August 2011. bh Pan 2 of 4 PUBLIC WORKS PERMIT INFOR TION — 206-433-0179 Scope of Work (please provide detailed information Removing and replacing existing deck. Call before you Dig: 811. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way D ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑• ❑• ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .-.Traffic Impact Analysis 0 ._.Hold Harmless — (SAO) ❑...Hold Harmless— (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ,. Work in Flood Zone ❑ ..Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size 0 ...Sewer Main Extension Public ❑ ...Water Main Extension Public ya WO# WO # WO# Private ❑ Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City Stale Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Fors-Applications On Revised: August 2011 bh e\201 I Applications\Permit Application Re d - 8-9-11.doc. Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OW QJ AUTHORIZED AGENT: Signature: Crcod Print Nam Mailing Address: ICWZ. S Arth Date: \ 29 1 I I Day Telephone: 25,g-600- cl.-46b Nitl 981 6b C City State Zip HAApplicationsWorms-Applications On Line\ 2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY 1 PAID $333.00 D19-0042 Address: 15376 62ND AVE 5 7 Apn: 1770500140 $333.00 DEVELOPMENT $323.40 PERMIT FEE R000,322.100.00.00 0.00 $192.06 PLAN CHECK FEE R000.345.830.00.00 0.00 $124.84 WASHNGTON STATE SURCHARGE 8640.237.114 0.00 $6.50 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE R000.322.900,04.00 0.00 $9.60 TOTAL FEES PAID BY RECEIPT: R16694 $333.00 Date Paid: Tuesday, January 29, 2019 Paid By: MAYVEY FOUNDATION REPAIR Pay Method: CHECK 5872 Printed: Tuesday, January 29, 2019 3:10 PM 1 of 1 sYSTEMS STRUCTURAL CALCULATIONS FOR DECK RENOVATION FOR LAGUERRE RESIDENCE TUKWILA, WASHINGTON PREPARED FOR DEJUAN LEGUERRE JANUARY 25, 2019 STRUCTURAL CALCULATIONS ENGINE E RING FIL COL:: CC, FEB 2 5 2019 City of Tui-vila UILC:NG DiVICION RECEIVED CITY OF TUKWILA JAN 2 9 2019 PERMIT CENTER b M.IFOYIrnt Tower Engineering Company 7 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 STRUCTURAL CALCULATIONS FOR RESIDENTIAL DECK RENOVATION Dejuan Laguerre Residence, Tukwila, Washington EC TOWER ENGINEERING CCDMPANY 21907 64th Ave West, Suite 140 Mountlake Terrace, WA 98043 TEC Project No. 19001.06 Table of Contents 1. General Notes Section 1 A. Purpose and Scope 1-1 B. Applicable Codes 1-1 C. Design Criteria 1-1 D. Analysis and Design Software 1-2 E. Basis of Design 1-2 2. Deck Analysis & Design Section 2 A. Analysis & Design Spreadsheet 2-1 B. Design Hazards Report 2-3 C. Simpson Hanger Brackets 2-6 3. Design Spreadsheet Verification Section 3 A. Analysis Results Summary 3-1 Revisions Rev. Date of Revision Description 0 /25/19 Original Structural Calculations Tower Engineering Company 21907 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 STRUCTURAL CALCULATIONS FOR RESIDENTIAL DECK RENOVATION DeJuan Laguerre Residence, Tukwila, Washington 1 General Notes A) Purpose and Scope: Tower Engineering Company (TEC) was retained by Dejuan Laguerre to provide engineering analysis and design services for replacement of an existing exterior deck attached to his residence, located in Tukwila, Washington (N47° 27' 50.5" W122° 15' 23.3"). Note that the replacement deck has the same overall dimensions and is located at the same elevation as the existing deck. The purpose of this analysis is to verify and update the provided deck design as required and produce permitting and construction drawings. The project scope under this project number includes analysis of the provided deck design and the production of Deck Replacement Drawings. This calculation package includes the design criteria, the design inputs and the calculations results. B) Applicable Codes: 1. NDS: National Design Specification for Wood Construction, latest edition. 2. ASCE: American Society for Civil Engineers, latest edition. 3. IRC: International Residential Code as Amended by King County, latest edition. 4. ASTM: American Society for Testing and Material, latest edition. C) Design Criteria: 1. Structure Classification: II 2. Loads: a. Dead i. Structural members self -weight li. 5 psf (Uniform SIDL) b. Live i. 60 psf (1.5x 40 psf uniform residential live load) c. Wind (Not considered, deck shielded by adjacent residence and vegetation) d. Seismic i. Site Soil Classification: D 11. Sips = 1.175g iii. = 0.499g 3. Load Combinations: a. Load Combinations per ASCE7-16 2.4 4. Serviceability Requirements: a. Deflection Limits per IRC Table R301.7 D) Analysis and Design Software: 1. Excel (Office 365) - By Microsoft Excel is a spreadsheet program used to analyze data and perform calculations. All calculations were completed within Excel, see Section 2. Tower Engineering Company 21907 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 STRUCTURAL CALCULATIONS FOR RESIDENTIAL DECK RENOVATION Dejuan Laguerre Residence, Tukwila, Washington E) Basis of Design: The existing deck design was field verified, summarized, and provided to TEC by the home owner, Dejuan Laguerre. The existing deck design was used as the basis for this analysis and verification and was updated as required based on the calculations completed within this package. The design criteria for this analysis are as stated in Section 1.C). The calculated member capacities and minimum safety factors used to evaluate the adequacy of the structure are developed from the current version of the design standards listed in Sections 1.B) and 1.C). Design was completed within Microsoft Excel and included calculations for the bending, shear and deflection checks of all bending members, buckling checks for the primary support post, as well as verifying the seismic base shear is less than the minimum lateral load capacity required per IRC R507.2.4. See Section 2 for a summary of the calculations completed and see Section 3 for a hand verification of the spreadsheet for the primary girder and the handrail post; other member designs are similar in Excel. Tower Engineering Company 21907 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 STRUCTURAL CALCULATIONS FOR RESIDENTIAL DECK RENOVATION Dejuan Laguerre Residence, Tukwila, Washington 2. Deck Analysis & Design A. Analysis & Design Spreadsheet 2-1 B. Design Hazards Report 2-3 C. Simpson Hanger Brackets 2-6 Tower Engineering Company 21907 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 Wood Self Weight Laguerre Residence - Deck Renovation - Gravity Design Inputs Typical Dead Loads Bending Strength and Stiffness (NDS Table 4.3.1) Q.water 62,4 pcf BSG 0.43 - Q.wood 26,8 pcf Guardrail Dead Weight Pickets b, d 1.5 in Length 48 in W 0,41925 plf s 5,5 in w 3,659 plf Handrail Assembly b, d (2) 2x6 in w 3,075 plf Total w 6,733 plf #2 Hem - Fir 1) Self Weight of Members 2) SIDL 5 psf Live Loads Decks & Balconies Uniform 60 psf Handrail Point Load 200 Ib Column Capacity Calculations (NDS Table 43,1) #2 Hem -Fir Cd,Ct Bending Fb 850 psi Cd 1 Cm 0.85 Ci.Fb 0.8 Cx 1 Shear Fv Cm Ci.Fv Deflection E 1300000 psi Cm Ci,E COVE 0.25 4 psi/psi #2 Hem -Fir Live Load Exterior Use Pressure Treated Ct,CL,Cfu,Cr #2 Hem -Fir Exterior Use Pressure Treated #2 Hem -Fir Post Treated I Tributary Area Beam Size Design Loads Design Demands Support Trib Width q.DL q.LL b.beam d.beam w.self wi P Length M V Bracket V,allow DCR Equation / =(bdQ)/ b£q IRC Table =w02/8+ =wL/2+ Simpson Reference b.Trib R3015 +PL/4 +P/2 Type Catelog Type ft psf psf in in psf plf Ib ft Ib-ft Ib - Ib - Flats 0.313 5 60 3,5 1.5 3.13 21.3 0 1.4 5.2 14,90 Direct Bearing Joists 1.400 5 60 1.5 5,5 1,10 96.9 0 6 436 291 LU26 720 0.404 Girders 3.000 5 60 3.5 15,25 3.32 224.4 .0 14 5497 1571 U414 1980 0.793 Handrail Post 0.000 0 0 3,5 3,5 0.00 0,0 200 3 600 200 - - Handrail Top 0.000 0 0 1,5 5.5 0.00 0,0 200 7 350 100 - - - 1) Uniform design load includes self weight of members Laguerre Residence - Deck Renovation - Gravity Design Calculations Beam Bending Beam Shear Beam Deflection Cf Fb' S Mn/Q DCR fv DCR E LL/iD im iliw,41 Equation / NDS Table NDS Table 7.1\11/ if NDS Table .5w .pAL,,p3/ Reference 4A 4.3.1 .bdA2/6 :S*Fb' (Mn/O) =VOA :NI I vi 4.3.1 .AA.wto+tAa.i p . 384E1 48E1 ' - - psi inA3 lb-ft - psi - psi in in in - Flats 1.5 867 1.3 95 ' 0,055 4.3 0.037 833625 0,002 0.000 0,002 7491 Joists 1.3 751 7.6 474 0„92 1 52,9 0.454 833625 0,163 0,000 0,163 442 Girders 1 578 135.7 6534 ' 441 44.1 0.379' 833625 0,225 0.000 0.225 747 Handrail Post 1.5 1734t 7.1 1033 0.581 24.5 0.210 833625 0.000 0,019 0.019 1930 Handrai Top 1.3 751 7.6 474 0.739, 18.2 4.' 833625 0.000 0.142 0,142 590 1) Controlling deflection limt is L/360 per IRC R301,7 2) Typical ledger detail to existing structure per IRC Figures R507.2.1(1) and R507.2.1(2) Allowable bending stress includes impact factor, Cd 2.0 Column Design Column Strength Location Equation / Reference - d in b in Emin' NDS Table 4A psi 1. FcE NDS 3,7,1.5 psi c NDS 3,7,1.5 - Fc* CP NDS NDS 3.7.1.5 3,715 psi - Fc' NDS Table 4,3.1 psi Rn/O Ib P From Girder Ib DCR :P// (Rn/() - I Corner 3,5 3.5 495900 8 542 0,8 957 0,478 4 8 5608 1571 02801 Seimic Analysis Weight of Structure: 51 0.499 g SIDL 420.0 Ib Cs.max 0,2495 - Flats 263.0 Ib V,seismic 308 Ib Joists 92.2 lb V.allow3 1500 Ib Girders 278,5 lb DCR ' 205 - Handrail Post 45,7 lb Handrail Top 134.7 lb Total: 1234.0 Ib ASCE 7-16 (12.8-6) IRC R507,2.4 3) Typical lateral support to existing structure per IRC Figures R507.2.3(1) or R507.2.3(2) MCE AMERICAN SOCIETY OF CML ENGINEERS ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-16 15376 62nd Ave S Risk Category: II Seattle, Washington 98188 Soil Class: D - Default (see Section 11.4,3) Elevation: 134.82 ft (NAVD 88) Latitude: 47.464038 Longitude: -122.256942 https://asce7hazardtool.online/ Page 1 of 3 Wed Jan 23 2019 ASCE AMERICAN SOCIETY OF CIVIL ENGINES Seismic Site Soil Class: Results: Ss : Si : Fa : F, : D - Default (see Section 11.4.3) 1.468 0.499 TL : 6 1.2 PGA : 0.625 PGA m : 0.75 Sms : 1.762 FPGA : 1.2 SM1 : le : 1 S DS : 1.175 C, : 1.394 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed Jan 23 2019 Date Source: USGS Seismic Design Maps https://asce7hazardtooLon ne/ Page 2 of 3 Wed Jan 23 2019 AMERICAN SOCIETY OF CIVIL ENGINEMS The ASCE7Hazard Too] is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; orhas been extrapolated from maps incorporated inthe AGCE7standard. While A8CEhas made every effort muse data obtained from reliable sources urmethodologies, AGCEdoes not make any representations or warranties as to the accuracy, completeness, reliability, cu,,enoy, or quality ofany data provided herein. Anythird'panty links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Toolmreplace the sound judgment ofocompetent professional, having knowledge and experience inthe appropriate field(s)nfpractice, nor msubstitute for the standard u[care required ofsuch professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under nncircumstances shall ASCEp,its officers, directors, employees, members, affiliates, nragents bmliable voyou orany other person for indirect, consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided bythe A8CsrHazard Tool. Joist Size Model No. G . Dimensions (in,) Min./ Max. Fasteners .) SPF/HF Al able Loads W H B Header Joist Uplift I Floor 160) I (100) Snow (115) Roof (125) Sawn Lumber Sizes LU24 20EallalignIMI (4) 0.162 x 3 V (2) 0.148 x 11/2 205 475 540 565 LUS24 18 1 31/2 194 (4) 0.148 x 3 (2) 0.148 x 3 375 575 660 705 U24 16 13'16 3½ 11/2 (4) 0.162 x (2) 0.148 x 11/2 205 495 560 605 HU26 14 1Yl6 EMIEN11111 (4) 0.162 x 31/2 (2) 0.148 x 11/2 260 510 620 D 4 11121:111:1 3¼ =pi. (4) 0.162 x 3½ (2) 0.162 x 31/2 690 780 845 U24-2 16 3½ 3 2 (4) 0.162 x 31/2 (2) 0.148 x 3 205 495 560 605 HU24-2 / HUC24-2 3½ 3'A6 2'2 (4) 0.162 x 31/2 (2) 0.148 x 3 325 510 575 620 2x6 LUS26 18 146 4 4 Y4 (4) 0148 x 3 (4) 0.148 x 3 1,000 745 850 910 LU26 20 i1 41/4 (6 0.162 x 31/2 (4) 0.148 x 11/2 465 720 815 885 U26 16 43/4 (6) 0.162 x 31/2 (4) 0148 x 11/2 460 845 905 LUC26Z 18 16 43/4 13/4 (6) 0.162 x 31/2 (4) 0.148 x 11/2 630 610 695 755 HU26 136 31/46 2¼ MI (4) 0.162 x 31/2 (2) 0.148 x 1% 260 510 575 620 HUS26 16 194 5½ (14) 0162 x 31/2 (6) 0.162 x 31/2 1,135 2,350 2,660 2,780 DBL x LUS26-2 18 3½ ea (4) 0.162 x 31/2 (4) 0.162 x 31/2 910 885 1,005 1,090 U26-2 16 3'/8 5 (8) 0.162 x 3"/2 (4) 0.148 x 3 460 990 1,120 1,215 HUS26-2 14 3½ 531s (4) 0.162 x 31/2 (4)0.162 x 31/2 1000 905 1,030 1,110 HU26-2 / HUC26-2 14 lini 21/2 Min. (8) 0.162 x 31/2 (4) 0.148 x 3 650 1,025 1,155 1,240 El lial Max. (12) 0,162 x 31/2 (6) 0.148 x 3 980 1,540 1,735 1,865 TPL 2x6 LUS26-3 18 4 A MI (4) 0.162 x 31/2 (4) 0.162 x 31/2 910 885 1,005 1,090 U26-3 41/4 (8) 0.162 x 31/2 (4) 0.148 x 3 460 990 1,120 - HU26-3 / HUC26 3 4156 4% 1 (8)0.162 X 3% (4) 0.148 x 3 650 1,025 1,240 4'1Aa 4% 2½Eg (12) 0162 x 31/2 (6) 0148 x 3 980 1,540 1,865 2x8 LUS26 13'6 lam in (4) 0.148 X 3 (4) 0.148 x 3 1,000 745 850 910 20 1 T,6 (6) 0.162 x 31/2 (4) 0.148 x 11/2 465 720 815 885 6 6% (6) 0.148 x 3 (4) 0.148 x 3 1,000 945 1,085 1,160 L028 le 63/8 (8) 0.162 x 31/2 (6) 0.148 x 11/2 730 955 1,015 1,015 U26 16' MI ell (6) 0.162 x 31/2 (4) 0.148 x 11/2 460 745 845 905 LUC26Z 114s 43/4 IIIII (6) 0.162 x 3,/2 (4) 0.148 x 11/2 630 610 695 755 HU28 14 146 5¼ 2 /4 (6) 0.162 x 3% (4) 0.148 x 1% 520 770 870 930 HUS26 16 194 51/2 3 (14) 0.162 x 31/2 (6) 0.162 x 31/2 1,135 2,350 2,445 2,445 HUS28 8 3 (22)0.162 x 31/2 (8) 0.162 x 31/2 1,515 3,520 3,520 3,520 DBL 2x8 LUS26-2 18 31/8 (4) 0.162 K 31/2 (4)0.162 x 31/2 910 885 1,005 1,090 LUS28-2 MI (6) 0.162 x 31/2 (4) 0.162 x 31/2 910 1,130 1,280 1,385 U26-2 16 3' a (8) 0.162 x 31/2 (4) 0.148 x 3 460 990 1,120 1,215 HUS28-2 14 3'/8 MI (6) 0.162 x 31/2 (6) 0.162 x 31/2 1,360 1,540 1,660 14 3½ 2½ Min. (10) 0.162 x 31/2 (4) 0.148 x 3 650 1,280 1,445 1,550 14 3½ 21/2 Max. (14) 0.162 x 31/2 (6) 0.148 x 3 980 1,795 2,025 2,180 TPL 2x8 L0S29-3 MI 614 (6) 0.162 x 31/2 (4) 0.162 x 31/2 910 1,130 1,280 1,385 U26-3 a (8) 0.162 x 31/2 (4) 0.148 x 3 460 990 1,120 1,215 H026-3 / HUC26-3 1111211111131 (8) 0.162 x 31/2 (4) 0.148 x 3 650 1,025 1,155 1,240 14 4,146 4% (12) 0.162 x 31/2 (6) 0.148 x 3 980 1,540 1,735 1,865 QUAD 2x8 HU28-4 / HUC28-4 14 6,/8 2½ (10) 0.162 x 31/2 (4) 0.162 x 31/2 650 1,280 1,550 14 6'/8 2½ (14) 0.162 x 3,/2 (6) 0.162 x 31/2 1,160 1,795 2,025 2,180 2x10 LUS28 65/8 MI (6) 0.148 x 3 (4) 0.148 x 3 1,000 945 1,085 1,160 028 6 Ye 1 1/2 (8) 0.162 x 3% (6) 0.148 x 11/2 730 955 1,015 1,015 2 0 116 7l31 6 1 3/4 0.148 x (4) 0.148 x 3 1,000 1,150 1,315 1,410 LU210 t 1316 19'16 1 1/2 (10) 0.162 x 31/2 (6) 0.148 x 11/2 730 1,195 1,360 1,390 0210 16 13s I'M 2 (10) 0.162 x 3,/ (6) 0.148 x 11/2 850 1,240 1,345 1,345 LUC210Z 18 1'Ym 7% 11/4 — (10) 0.162 x 31/2 (6) 0.148 x 11/2 845 1,020 1,250 HU210 14 19½ — (8) 0.162 x 31/2 (4) 0.148 x 11/2 520 1,025 1,155 , 1,240 HU 2 0 16 1½ 9 3 (0) 0.162 x 31/ (10) 0.162 x 31/2 2.265 4,685 4,985 5,015 HGUS2IO 12 15/8 1 9½ (46) 0.162 x 31/2(16) 0.162 x 31/2 1,545 6,340 6,7:30 __..,_ 6,730 • • • Joist Size Model No. Ga. Dimensions (in. .n. Fastenersin.) SPF/HF Allowable Loads W H BMax. Header Joist Uplift o Flor (100) Si Root (125) Sawn Lumber Sizes 4x 4 LUS410 18 33e83/4 . 62 x 31/2 0,162 x 3% 1,245 1575 1,785 1,930 LUS4I4 18 391 10 (10) 0,162 x 31/2 (6) 0.162 x 31/2 1,245 1,815 2,060 2,225 U414 16 33e 10 (16) 0.162 x 31/2 (6) 0.148 x 3 850 1,980 2,245 2,420 HUS412 14 3% 10½6 2 (10) 0.162 x 31/2 (10) 0.162 x 31/2 2,955 2,265 2,565 2,770 HU414 / HUC414 4 3; 2 'h Min, (18) 0.162 x 31/2 (8) 0.148 x 3 1,300 2,3052,600 2,185 4 33 12¼ 2'Max. (24) 0.162 x 31/2 (12)0.148x3 1,965 3,075 3,470 3,735 HUC0410-SDS 14 3946 (12) N x 21/2 D (6) Y4X2½S05 1.950 3.600 3,870 3870 HUC0412-SOS 14 33' 6 (14) 1/4 x 21/2 SDS 6 4 x 2½SDS 1 950 4200,4,340 40 4x 6 U4 4 16 33 10 2 (16) 0.162 x 3½ (6) 0.148 x 3 050 1,980 2,245 2,420 HUS412 14 3916 101/2 2 - (10) 0.162 x 31/2 ' 0) . 62 1/2 2,955 2,265 2,565 2,770 HU416 / HUC416 4 6 3 21/2 Min. (20) 0.162 x 31/2 (8) 0.148 x 3 1,300 2,565 0 3,095 14 34e 13¼2½ Max. 26 . 2 x 1 2) 0.148 x 3 1,965 3,330 3,760 4,045 HUC 4 2-SOS 14 3 11 3 - (14)¼x2½S,JjY4x2½SDS 1,950 4,200 4,340 4340 6x6 066 16 51/2 5 2 (8) 0.162 x 3' 4 0148 x 3 400 990 1120 1215 HU66 / HUC66 14 51/2 Ole 2'h Min, (8) 0,162 x 31/2 4 0162 x 3½ 770 1,025 1,1551,240 4 5½ 4 2½ Max. 12) 0.162 x 31/2 (6) 0.162 x 31/2 1.160 1,540 1,735 1,865 6x8 U66 16 5½ 5 2 - , 62 x 1/2 ' 4)0.148x3 460 990 1,120 1,215 HU68 / HUG68 14 5½ 513¼ 2½ Min. (10) 0.16 x 3½ (4) 0.162 x 3' 770 1,2 0 1,445 , 50 4 5½ 5131 2'Max, (14) 0,162 x 31/2 L0.i62 x 31/2 1,160 1,795 2,025 2,180 6x10 U610 16 51/2 81/2 2 14 0.162 x3½ 1 (6)0148*3 5zlo.- 1,735 1,960 2,120 HU610 / HUC610 14 5½ 7¼ 21/2 Min, 14)0.162 1/2 (6)0162x3''z 1155, 2,020 2165 14 51/2 7¼ 21/2 Max. (18) 0.162 x 31/2 ) 0.162 x 31/2 1,550 2,305 2,605 2,800 HUCOS1OSOS 14 5½ 9 (12)1/4x 21/25DS ) 1/4 x 21/2 SDS 2000 3800 4140 4, 60 X12 / HU612 HUC612 14 h 21/2 Mn. (16) 0.162 x 31/2 (6) 0.162 x 31/2 1,155 2,050 ,4 4 1/2 9 2½ Max. 2) .162 x 31/2 (8) 0162 x 31/2 1,550 2,820 3180 3,425 HUG0610-SOS 14 51/2 9 (12) 1/4 x 1/2SDS (6)¼x2½SDS 2,000 3600 4140 4,460 HUC0612-SOS 14 5½ (14)1/4x 21/2 SDS (6) 1/4 x 2½SDS 2 000 4,200 4,460 4,460 x 64 HU614 /HUC614 14 51'11¼ 2½ Min, (1 0.1 2 x 31/2 ) 0.162 x 31/2 1550 2305 2,605 2, 00 14 2Max. 4) 0162 x 31 (12) 0.162 x 31/2 1,530 2. 2,600 2, 5 HUC0610-SDS 14 51/2 9 3 - 2) 1/4x 21/2 SOS (6) 1/4 x 21/2 SOS 2,000 3, 00 4,140 4.460 HUC0612-SDS 14 51/2 (14) 1/4 x 2% SDS (6) 1/4x 21/2 SDS 2,000 4200, 4460 1450 6x16 HU616 / HUC616 4 51 2' 21/2 Min. (20) 0.162 x 31/2 (8) 0.162 x 31/2 1,530 2,5652, 0 0 14 5½ 12'11* 2½ Max. (26) 0,162 x 31/2 1 (12) 0.162 x 31/2 2,325 3.330 3,760 4,045 HUC0612-SDS 14 51/2 11 3 (14) 1/4 x 21/2 SDS (6)1/4 x 2½ SOS 2 000 4,200 4,460 4,460 8*8 HU88 / HUC88 14 7'h 6% 21/2 Min, (10) 0.162 x 31/2 (4) 0.162 x 31/2 770 1,280 1,445 1,550 4 71/2 6¼ 21/2 Max, (14) 0.162 x 31/2 (6) 0,162 x 31/2 1160 1795 2,025 2180 8*10 HU810 / HUC810 14 71/2 21/2 Min. (14) 0.162 x 31/2 3 (6) 0.162 x 31/2 1.155 .7 2,020 2,165 4 71/2 8 21/2 Max, (18) 0.162 x 31/2 (8) 0.162 x 31/2 1,550 2,305 2,605 2,800 x12 HU812 / HUC812 14 7½ 101/2 21/2 Min, (16) 0.162 x 31/2 6) O. 2 x 3½ 1.155 2,050 2,315 2,475 4 / 10¼ 2½ Max, (2 0, 2 x 1/2 ) .162 x 31/2 1,550 2,820 3.180 3,425 8*14 HU814 / HUC814 14 7 /2 11¼ 214 Min. 0,162 x 31 162 x 31/2 1,530 2,305 2,600 2,785 14 71/2 11¼ 21/2 Max. (24) 0,162x 31/2 ) 0.162 x 31/2 2.325 3,075 3,470 3,735 8x16 HU816 / HUC816 14 71/2 135/8 21/2 Min, (20) 0.162 x 31/2 t (8) 0.162 x 31/2 1.530 2,565 2,890 3095 14 71/2 13% 21/z Max, (26)0.162 x 31/2 12) 0.162 x 31/2 2,325 3,330 3,760 4,045 STRUCTURAL CALCULATIONS FOR RESIDENTIAL DECK RENOVATION Dejuan Laguerre Residence, Tukwila, Washington 3 Design Spreadsheet Verification A. Design Spreadsheet Verification 3-1 Tower Engineering Company 21907 64th Ave. W, Suite 140, Mountlake Terrace, WA 98043-2298 ( WE#R TITLE: PROJECT: CLIENT: DATE: SHEET: COMPANY 21007 WITH Are W Su6a 140 Mountlake Terrace, WA woo NEE MPANY 219Q7 8ATH Ave. W BNts 140 MouA.ka Tartaca, WA 99043 TITLE: PROJECT: CLIENT: SHEET: -5l3 BY: (79T DATE: j /077//7 EC ENGINEERING RECEIVED CITY OF TUKWILA MAR 2,0 2019 PERMIT CENTER COMPANY FIELD CONDITIONS DIFFER FROM THOSE SHOWN IN DRAWINGS DATE: 3/15/2019 CLIENT: Dejuan Leguerre 15376 62nd Ave S, Unit 7 Tukwila, WA 98188 PROJECT NAME: Laguerre Residence - Deck Design LOCATION: Tukwila, WA REVISIONS No changes shall be made to the scoots of work witnout preor approval of the Tukwila Building Dvision. NOTE: Revisions wili require a new plan Submittal and may include additional plan review: Tower Engineering Company (TEC) is writing this letter regarding the actual conditions noted in field. The following items were noted by Matvey Foundation Repair on 3-11-2019: • Girder Size and Span: o Field:4x14 Girder spanning 12'-8" o Drawings: 4x16 Girder spanning 14'-0" • Lateral Hold Down Type: o Field: Simpson DTT1Z with (8) 10d x 1 1/2" nails to Joist and 3/8" HDG Lag Screw with Washer to House (install per manufacturer recommendations) o Drawings: Hold -Down with Minimum 750-lb Capacity • North Ledger Size: o Field: 2x6 o Drawings: 2x10 • South Ledger Size: o Field: (2) 2x6 o Drawings: (2) 2x10 • West Ledger Connection: o Field: 3/8" Diameter Ledger Lock @ 6" OC net spacing, staggered top and bottom o Drawings: 1/2" Diameter Lag Screw @ 22" OC net spacing, staggered top and bottom The above alterations to the drawings are found to be acceptable. Engineering of Record 15‘11 ( 1 g a re) Date Kolby Burke, PE, SE/ Vice President (Print Name/Title) TOWER ENGINEERING COMPANY 21907 64th Avenue West, Suite 140, Mountlake Terrace, WA 98043-2298 Page 1 of 1 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0042 DATE: 01/29/19 PROJECT NAME: LAGUERRE DECK REPLACEMENT SITE ADDRESS: 15376 62 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Pr3 1i10 //Ail Building Division 3$ Public Works ktA AYA-- 2---)6-17 la, 6 11 Fire Prevention 111 Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/31/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/28/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg L1 Fire El Ping jill PW D Staff Initials: 12/18/2013 liolyle paii01 Contact Search L&I Cli) Washington State Department of Labor & Industries A-Z Index Help My L.Szt Safety & Health Claims & Insurance Workplace Rights Trade & Licensing 111A "VEY CONSTRUCTION INC Owneor tradesperson Principals COTE, MAT, PRESIDENT COTE:, OLGA, VICE PRESIDENT (En: 04/17/2017) KOVTUN, VLADIMIR, SECRETARY (Erk.I. 04/17/2017) POPVYCH, IVAN, TREASURER (Ent'. 04/17/2017) WICHMAN, BRIAN, TREASURER (Ern. 12/26/2012) Doing business as MAT' 'E.Y CONSTRUCTION INC 1912 S. 146th Street SEATAC, WA 98168 253-327-1650 KING County WA Ll3I No. Business type 602 C !O 798 Corporation Lic.7.mse Verify te contractor's active registration / license / certification (depending on trade) and any past violations. Conf:Zruction Contractor Active. Meets current requirements. Licen'$e specialties GENERAL Licen...e no. MATVECI991CB Effective — expiration 02/02.1001— 09/29/2019 Bond -. Lexo Ins Co Bond,account no 980043 $12,000.00 Received by L&I Effective date 10/17'2013 10/17/2013 Expiration date Until Canceled Contctors Bonding & Insurance Co Bono -account no. SI72C.3 $12,000.00 Received by L&I Effective date 08/282010 09/18/2010 Expiration date Until Canceled Help us improve re S 00° 13' 54" W 168.63' N 88° 45' 45" W 1.86' 20' DEDICATION 10 CITY OF TUKWILA R=47.00' L=16,81' S 01 ° 21' 46" W 347,80' N 01 ° 21' 46" E 476,51' BLDG B. UNIT - EXISTING DECK LOCATION PROJECT DATA PROJECIDESCRIPTION: REMOVE AND REPLACE DECK AND HANDRAIL ASSESSOR PARCEL NO: 1770500140 PROPE RIY ADDRESS: 15376 62ND AVE, S 1UKWILA WA 98188 COUNY: TONGCOUNTY OWNER(S): DEJAUN&lEAOUELAGUERRE LEGAL DESCRIPTION: CO11AGECREEK CONDOMINIUM PC10P VALUE 2.117 PS 63 PIAK BLOCK: BID B PLAT LOT: UNIT 7 ZONING: LOIAREA' LEGEND HIGH DENNY RESIDEMIAL(HDR) 4.71 ACRES (205,284 S0 Fl) wI PROJECT WORK AREA FILE CODEC AKROV"LJ FEB 25 "c019 City of Tukwila BUILDING DIVISION CITY OF 1 UK ti'ILA JAN 2 9 2019 PERMIT CENTER z 0 za ow LLQ W Q lm RMAProject II: NPIrr PUnclpdArchlecl: David Maul • . Project Manager: JT PERMIT SET 01/1812019 SITE PLAN A1,01 Sheet No, Shot2°I%X Pont Datm:111812019 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec : U e1fti5- Type 0 Inspection: -[-) I L-Q ii4L. Address: 'Date / 5%37 (: (t Called: 'Special Instructions: Date Wanted: . . .1 . Requester elle x........ Phone No: ZS-3 7 -2,.› i Approve applicable codes. COMMENTS: tJ'imAiiv4 n pec o Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee musi be paid at 6300 Southcenter Blvd.. Suite 100. Can to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: tog 4 Ve ie.( Type Type of nspe on: , ,./4 Address: 15'37 19 2 ,i)c-c va. Date Called: • Special Instru i ns: . Date Wanted: a. P- Requeste . Phone No: Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: I —a** Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 'Project: L A40 1::- Type of Inspection: Address: I 175-1 4, L2,41) Date Called: Special Instructions: Instructions: i .,.... Date Wanted: a. , Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 c.'‘. jr1 if7 AS ( /Z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat( to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I ii 7 Type of Inspection: F zulhivi Pre- ton Address: iT3 -7 lef (e-72, 1 Av.? 6 Date Called: Special Instructions: Da e Van d: a.m. p.m. Req este : • iv\ Ars- k_ Phone No: 2.-5 77o - gApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: REINS ECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ATE PERMIT ARED FOR: Mechanical Electrical Plumbing bps Piping t a ? I t t s i r 15376 62ND AVENUE SOUTH, UNIT 7 TUKWILA, WA 98188 LAGUERRE RESIDENCE SITE C OO'D 123-311 ,470 Et ri � x20 s L, (WGS84) PROJECT r. NUMBER: f. - DECK ANALYSIS & DESIGJ SITE ADDRESS: 15376 62ND AVENUE SOUTH, UNIT 7 TUKWILA, WA 98188 APPROVALS DISCIPLINE SIGNATURE DATE PRE CONSTRUCTION INSPECTION ZONING/ PERMITTING CONSTRUCTION (AS -BUILT) LESSEE LEGAL DESCRIPTION COTTAGE CREEK CONDOMINIUM PCT OF VALUE 2.117 PS 83 PLAT BLOCK: BLD B PLAT LOT: UNIT 7 QUARTER -SECTION -TOWNSHIP -RANGE: SE-23-23-4 PROJECT TEAM CONSULTANT: KOLBY BURKE, P.E., S.E. TOWER ENGINEERING COMPANY 21907 64TH AVE W SUITE 140 MOUNTLAKE TERRACE, WA 98043 RESIDENCE OWNER: DEJUAN LAGUERRE 15376 62ND AVE S, UNIT 7 TUKWILA, WA 98188 (716) 572-9490 DEJ UAN. LAGUERRE@GMAT L.COM CONTRACTOR: MATVEY FOUNDATION REPAIR 1912 SOUTH 146TH STREET SEATTLE, WA 98168 PROJECT SUMMARY THE PROPOSED PLANS ARE FOR STRUCTURAL RENOVATION OF THE EXISTING DECK, INCLUDING COMPLETE REMOVAL OF THE EXISTING DECK AND INSTALLATION OF A NEW DECK. THE NEW DECK HAS THE SAME OVERALL DIMENSIONS AND IS LOCATED AT THE SAME ELEVATION AS THE EXISTING DECK. Permit No. V Plan review approval Is suolect m errors an( nlssions. Approval of construction a currents Does rt01 atith—e the violation of any a0 Ptah Cone 0, Ott7lnance. Receipt of aibibby d Fre COpy dn0 City of T.""' ..BUILDING DIVISION REVISIONS' No changes snail be mane to of work without brief aporo Tukwila Budding Divai NOTE: Revisions will require submittal and may include additiol the scope t of the n. new plan at plan review. 21907 64TH AVE W, SUITE 140 MOUNTLAKE TERRACE WA 98043 r TEL: 425-640-2266 - FAX: 425-640-5665 — LAGUERRE RESIDENCE TUKWILA, WA THIS DRAWING IS THE PROPERTY OF TOWER ENGINEERING COMPANY AND IS TRANSMITTED IN CONFIDENCE. THE REPRODUCTION, USE OR DISCLOSURE, IN WHOLE OR IN. PART, OF THE DESIGN AND DETAILS CONTAINED HEREIN IS PROHIBITED WITHOUT THE PRIOR WRITTEN PERMISSION OF TOWER ENGINEERING COMPANY. - �CEVIN g WASr�_GPF S(ONA� i �2j �Ici - 1 PROJECT DOCUMENTS SHEET INDEX: ARCHITECTURAL CS COVER SHEET STRUCTURAL S1.00 GENERAL NOTES & PLAN S2.00 DETAILS REV DATE DESCRIPTION PREPARED BY DIET 1-25-19 CHECKED BY KKB 1-25-19 CITY OF i K 'ILA ENGINEER REVIEW JAN 2 9 2011 KKB 1-25-19 PERMITC INTER 1J PROJECT NUMBER 19001.06 CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES AS CO c... COVER SHEET FEB 2 ki Cltyofrtlltailn ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CS **- AA7 1 OF 3 SHEETS I#% GENERAL NOTES GENERAL WOOD 1. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL FOLLOW THE FRAMING LUMBER: ALL LUMBER SHALL BE PRESSURE PRESERVATIVE s DICTATES OF GOOD CONSTRUCTION PRACTICE. TREATED IN ACCORDANCE AWPA STANDARDS. SAWN LUMBER SHALL o EC CONFORM TO THE WCLIB: LUMBER SHALL BE KILN DRIED OR MC-19 UNLESS a 2. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY SPECIFIED OTHERWISE. LUMBER SHALL BE GRADED AND MARKED IN QUALIFIED CONTRACTORS EXPERIENCED IN RESIDENTIAL CONSTRUCTION. CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 3. ANY SUBSTITUTIONS MUST CONFORM TO THE REQUIREMENTS OF THESE r�ki NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN. JOISTS AND BEAMS: ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (2X, 3X OR 4X MEMBERS) HEM -FIR NO. 2 14 (EOR) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. MIN. BASE VALUE, FB = 850 PSI E N G I N EE R I N G 4. ANY MANUFACTURED DESIGN ELEMENTS MUST CONFORM TO THE /� �/ p A N C REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHOULD BE POSTS: I 1 SIMILAR TO THOSE SHOWN. THESE DESIGN ELEMENTS MUST BE STAMPED (4X MEMBERS) HEM -FIR NO. 2 BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MIN. BASE VALUE, FC = 1300 PSI WASHINGTON, AND SUBMITTED TO THE FOR FOR APPROVAL PRIOR TO FABRICATION. TIMBER CONNECTORS: TIMBER CONNECTORS INDICATED ON THE 21907 64TH AVE W, SUITE 140 DRAWINGS USE NOMENCLATURE AND PART NUMBERS CONTAINED IN THE 5. CONTRACTOR SHALE VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CATALOGS BY SIMPSON STRONG -TIE COMPANY, CONNECTORS SHALL BE MOUNTLAKE TERRACE, WA 98043 CONDITIONS THE FIELD BEFORE PROCEEDING. DIMENSIONS OF EXISTING INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE - TEL.: 425-640-2266 MAY BE BASED ON RECORD DRAWINGS AND ARE TCJBE CONDITIONS M NOTED AS OR CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE 2x10 LEDGER, SEE NOTE 2 FAX: 425-640-5665 FIELD -VERIFIED BY THE CONTRACTOR. DIMENSIONS PLUS NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS MINUS (t) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. IN AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS 9 CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE NOTED OTHERWISE ALL NAILS SHALL BE COMMON. FOR EXTERIOR LAG U ERRE RESIDENCE DRAWINGS, ANY CONFLICTS OR EXCESSIVE VARIATIONS FROM APPLICATIONS CONNECTORS SHALL BE PROTECTED WITH Z-MAX COATING S-2.00 IM N INDICATED DIMENSIONS, THE CONTRACTOR SHALL OBTAIN DIRECTION PER ASTM A653, HOT DIPPED GALVANIZED (HDG) PER ASTM A123, OR TYPE FROM THE FOR BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE 316L STAINLESS STEEL AND FASTENED WITH "DOUBLE -BARRIER COATING" FOR ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION TU KW I LA, WA OR FABRICATION. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED SDS SCREWS OR HDG NAILS AS REQUIRED FOR THAT CONNECTOR. ALTERNATIVE TIMBER CONNECTORS MAY BE SUBMITTED FOR APPROVAL, DIMENSIONS --DO NOT SCALE DRAWINGS THIS DRAWINGPROPERTY ENGINEERING PROVIDED THAT THEY HAVE EQUAL OR GREATER STRUCTURAL CAPACITY COMPANY AYAISTHE IN CONFIDENCE. AND IS TRANSMITTED W CONFIDENCE. THE AND FIT DIMENSIONALLY WITHIN ARCHITECTURAL FINISHES. UNLESS 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OTHERWISE NOTED ALL JOIST CONNECTORS SHALL BE LU AND U SERIES REPRODUCTION, USE OR DISCLOSURE, IN WHOLE OR IN PART, OF THE DESIGN AND DETAILS CONTAINED HEREIN IS SAFETY REGULATIONS. JOIST CONNECTORS. PROHIBITED WITHOUT THE PRIOR WRITTEN PERMISSION OF TOWER ENGINEERING COMPANY. 7. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL BOLTS: ALL BOLTS SHALL BE ASTM 307 BOLTS. BOLTS, NUTS, AND WASHERS $YIN B EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK EXPOSED TO WEATHER OR MOISTURE SHALL BE HOT -DIPPED GALVANIZED. 0l 04 WAsG�+ SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED PROVIDE FLAT WASHERS UNDER BOTH HEADS AND NUTS OF BOLTS USED aIX UNTIL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH IN TIMBER CONNECTIONS. LU w UU THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. GALVANIZED FASTENERS: CONFORM TO ASTM A653 DESIGNATION G185. 8. THESE DRAWINGS ARE DESIGNED FOR FINAL CONDITION OF THE w00 z w Jj �r SSIONA� STRUCTURE ONLY. SEQUENCING OF WORK SHALL BE DETERMINED BY FASTENERS MINIMUM REQUIREMENTS: THE SIZES cxv v SIMPSON FACE -MOUNT SHALL NAND CONTRACTOR'S MEANS AND METHODS. TEMPORARY BRACING FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN IRC JOTS JOIST HANGER, TYP. PROVIDE _ REQUIREMENTS FOR REMOVAL OF STRUCTURAL MEMBERS SHALL BE THE TABLE R602.3(1) (6) 16d NAILS TO LEDGER AND q RESPONSIBILITY OF THE CONTRACTOR. GIRDER AND (4) 10d x 1 1/2" `r APPLICABLE CODES AND STANDARDS PRESERVATIVE TREATMENT: WOOD MATERIALS SPECIFIED AS "PRESSURE NAILS TO JOIST TREATED" SHALL BE "TREATED WOOD". "DECAY AND TERMITE ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING PROTECTION" SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE CODES AND STANDARDS: AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE 1. IRC: INTERNATIONAL RESIDENTIAL CODE, AS AMENDED BY KING PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) COUNTY, LATEST EDITION. QUALITY ASSURANCE PROCEDURES. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS AND CONNECTORS FOR PRESERVATIVE 2x6 JOIST @ 16" OC W/ 2x4 2. ASCE 7: AMERICAN SOCIETY FOR CIVIL ENGINEERING, LATEST EDITION TREATED WOOD PRODUCTS. PLANKS IN PERPENDICULAR DIRECTION 2. NDS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NAILS: UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAILS LATEST EDITION SHALL BE DRIVEN FLUSH NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: 3. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, LATEST REV DATE DESCRIPTION EDITION. SIZE LENGTH COMMON SINKER BOX LATERAL 6d 2" .113" .099" CONNECTION PER PREPARED BY DESIGN CRITERIA 8d 21/2" 4/S-2.000R .131" .113 1. DEAD LOAD: 10d 3" .148" .120 .128 51S-2.00, TYP DET 1-25-19 SELF WEIGHT OF MEMBERS 12d 3 1/4" .148" .135 CHECKED BY 5 PSF (UNIFORM SIDL) 16d 3 1/2" .162" .148 .135 8 20d 4" A92" .177 A48 S-2A0 KKB 1-25-19 2. LIVE LOAD: = 60 PSF (1.5x 40 PSF UNIFORM RESIDENTIAL LIVE LOAD) 14G STPL 14GAGE STAPLE WITH 7/16" MINIMUM CROWN a (2) 2x10 4x4 POST W/ CONCRETE ENGINEER REVIEW 3. SEISMIC LOAD: POWER DRIVEN NAILS SHALL HAVE COMPLETE HEADS, I.E. NOT NOTCHED. POST BASE (MIN 12"x12"x6" ). SITE SOIL CLASS: D NOTCHED HEAD POWER DRIVEN NAILS MAY BE USED IF 16D NAILS ARE HUC210-2 SIMPSON FACE -MOUNT SHALL BEAR 12" BELOW SDS: 1.175 SUBSTITUTED FOR 8D, 10D, AND 120 NAILS. NOTCHED HEAD POWER DRIVEN JOIST HANGER. PROVIDE (14)16d GRADE ON UNDISTURBED S1: 0.499 NAILS MAY BE SUBSTITUTED FOR 16D COMMON NAILS IF THE INDICATED N NAILS TO LEDGER AND GIRDER NATIVE SOIL. SEE DETAIL KKB 1-25-19 SPACING IS REDUCED BY ONE-THIRD. AND (6) 16d NAILS TO JOIST 3/S-2.00, PROJECT NUMBER NOTCHES AND HOLES IN WOOD FRAMING NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR 19001.06 _ BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE " DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, tEti ti v HOLES BORED IN THE SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE 6-0 of T CITY DF l IiK�VL A GENERALLF11 WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE `OigDEPTH DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE NOTES:1) JAN 29 2U19 NOTES OF THE JOIST. PERMIT CENT R &PLAN f 'a ALL LUMBER TO BE PRESSURE TREATED ` 2) LEDGER CONNECTION TO EXISTING STRUCTURE PER 1/S-2.A0 AND 2/S-2.00 _ici1 S-1.00 PLAN VIEW SCALE: ", =1'-0 2 2 OF 3 SHEETS A DETAIL' SCNTSLE: I lo SEE OPTION A 10d NAILS FOR NAILING TOP PLATE TO REQUIREMENTS HOLD DOWN OR SIMILAR BACKING PLATE (4) 16d TOP RAIL TENSION DEVICE @ 6" OC TO POST, TYP FLOOR SHEATHING NAILIIJG AT (MIN 500 LB CAPACITY) 6" MAXIMUM ON CENTER TO M0 rl�lll_ L 6 lip (2) 8d NAILS J2xJOIST WITH HOLD-DOWN EACH PICKET, INST2ROWS6 TOP AGGER FASTENERS (2)16d NAILS PLATE, CONT EACH POST POST BEYOND 0 N. FOR 2 X 8* PER 8/S-2.00 + —.1 + + 1 1 q::55"M:N.FOR2Xj1O 2x6 BACKING -0 7.5"MIN.FOR2X 2 ENGINEERING PLATE, MAY BE 5" MAX[ — 0� 0 �o 0 C:' (DMF>,4,NY INTERRUPTED BY SEE OPTION A 4, POST (OPTION B) FOR HANDRAIL 2" MIw_T_l_ 3/4" Milk 2x2 PICKET @ FRAMING 41 FLOOR JOIST DECK JOIST LEDGER ----/ LLAG SCREW ORBOLT 5.5" OC, MAX MIN 36" FROM 21907 64TH AVE W, SUITE 140 OPTION DECK SURFACE OPTION B MOUNTLAKE TERRACE, WA 98043 TEL: 425-640-2266 FAX: 425-640-5665 4x4 HANDRAIL POST @ 7'OC, MAX 3/811 0 x6" LAG SCREW W1 PLI/8xi 1/2" WASHER , TYP HANDRAIL TOP PLATE j'lCALE: 1 7 1 DECK ATTACH EM ENT FOR LATERAL LOADS I NTS SCALE: 1 4 T4 GAP: 1116" MIN X 1/4" MA PLANKS PER PLAN JOIST PER PLAN SIMPSON HANGER PER PLAN GIRDER PER PLAN BC4 SIMPSON POST CAP. PROVIDE (6) 16d NAILS TO POST AND TO GIRDER POST PER PLAN DETAILI SCALNTSE: I HANDRAIL AND GIRDER POST CONNECTIONS 1111AI 11 DETAILI NTSSCALE: 2 (N) 2x PLANKS (E) 4x WALL PER PLAN MIN Tl SHEATHING SIDING FLASHING FOR WATERTIGHTNESS DECKING LAG SCREW PLACEMENT IN LEDGERS SCALE: NTS LAGUERRE RESIDENCE WKWILA, WA THIS DRAWING IS THE PROPERTY OF TOWER ENGINEERING COMPANYAND is TRANSMITTED IN CONFIDENCE. THE REPRODUCTION, USE OR DISCLOSURE, IN WHOLE OR IN PART, OF THE DESIGN AND DETAILS CONTAINED HEREIN IS PROHIBITED WITHOUT THE PRIOR WRITTEN PERMISSION OF TOWER ENGINEERING COMPANY. EXTERIOR SHEATHING EXISTING STUD WALL- w EXISTING 2x BAND JOIST k 2" MIN. APPROV I EDJOIST HANGERS OR ENGINEERED RIM BOARD 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 AL -DOW 2" MIN. DECK JOIST d Ick N DEVICE MIN 750 UB. CAPA FLOOR i.,:T; S, AT 4HOLD LOCATIONS, EVENLY DISTRIBUTEDCITY ALONG DECK AND ONE WITHIN 2" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED Ye DIAMETER LAG SCREW PREDRILLED W/ MIN. 3' PENETRATION FLOOR FRAMING TO CENTER OF TOP PLATE, STUDS, OR HEADER. NOTES: 1) THIS ALTERNATE LATERAL CONNECTION DETAIL MAY BE USED IN LIEU OF 4/S2 * 00, SEE NOTE 2 2) PROVIDE MIN QTY (4), EQUALLY SPACED. MAX 2" FROM EACH END OF LEDGERS 8 ALT. DECK ATTACH. FOR LATERAL LOADS SCALE: I Iffs 5 (N) 4x GIRDER PER PLAN (E) 4x4 POST MIN WITHIN (E) WALL (CONTRACTOR U414 SIMPSON GR TO VERIFY) FACE -MOUNTED HANGER W/ (16) 16d NAILS TO POST AND (6) Of I Od NAILS TO GIRDER LU -,r (E) INT SHEATHING -r cy) OR WALL BOARD LATERAL CONNECTION PER 51S-2.00 LLJ W (E) EXT SHEATHING AND SIDING NOTES: 1) CONTRACTOR TO FIELD VERIFY EXISTING CONDITION. IF CONDITION DIFFERS FROM THAT SHOWN, CONTACT ENGINEER IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED GIRDER TO EXTERIOR WALL CONNECTION 1SCALE: 9 1 1l2"=r-0j CONCRETE STEM PROVIDE 1/2" LAG T MIN. SCREWS @ 22" OC !�JOIST HANGER WALL I SCALE: — LAG SCREW PLACEMENT IN BAND JOISTS NTS 12 REV DATE DESCRIPTION PREPARED BY DET 1 1-25-19 TYPICAL DECK CHECKED BY POST KKB 1-25-19 ENGINEER REVIEW p 1-25-19 j TYPICAL PROJECT NUMBER FOOTING NOTES: 1) MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, fc, TO BE 2500 PSI 19001.06—,, LD RECEIVED DETAI LSIE325210 CITY OF TUK%VILA Cl . - r fTH -wil'I _UILE JAN 2 9 2019 PERMIT CENTER S-2.00 TYPICAL DECK POST TO DECK FOOTING NTS I SCALE: 3 3 OF 3 SHEETS