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HomeMy WebLinkAboutPermit D19-0396 - LEI-SAM RESIDENCE - FIRE DAMAGE REPAIRLEI-SAM RESIDENCE -FIRE DAMAGE 4405 S 150TH ST FINALED 09/11/2020 D19-0396 Parcel No: Address: �� �� City of Tukwila Department of Community, Development 6]0O5oothoenterBoulevard, Suite #1JB Tukwila, Washington 98188 Phone:2UG-431'3G7V Inspection Request Line: 206-438-9350 Web site: htti)://www.TukwilaWA.Rov 0042000270 DEVELOPMENT PERMIT Project Name: LEI-SAM RESIDENCE - FIRE DAMAGE Permit Number: D19-0396 Issue Date: 1/16/2020 Permit Expires On: 7/14/2020 Owner: Name: Contact Person: Contractor: Address: License No: Lender: Name: LB-SAyWR0DGR|CKM 4405 SISOTH STUE|-SAK4ANNETT[T' TUKVV|U\WA, 98188 MARK HAERTJENS 13450 NE 177 PL, VVOOD|NV|LLE, VVA' 980/2 STATEWIDE RESTORATION INC l9l40NEPORTALWAY ,PORTL4ND' OR'973ZU STATEWIDE RESTORATION 13450NEI77PL,VVOOD|NV|LLE`, VV4'98O72 Expiration Date: 7/2/2020 DESCRIPTION QFWORK: FIRE DAMAGE R EPAI R/4LTE RATION. REMOVE AND REPLACE ROOF SYSTEM. REMOVE CHIMNEY AND REPLACE WITH GAS FIREPLACE. REMOVE WALL COVERINGS AND INSULATION AND REPLACE. CHANGE LAYOUTOF THE FLOOR PLAN PER SUBMITTED PLANS, Project Valuation: $110,000l0 Type ofFire Protection: Sprinklers: Fire Alarm: Type ufConstruction: VU Electrical Service Provided by: TUKWILA Fees Collected: $2,858.25 occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted bythe City mfTukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96'46B: Code: = Public Works Activities: Chan ne|ization/5thping: [u/b[ut/Acze»s/Sidmwa(k: Fire Loop Hydrant: Flood Control Zone: HmvUnQ/OxersbeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: O Number O No Permit Center Authorized Signature: ! —/6--0 nl^�� I hearby certify that I have read and examined this permit and know the same to be true and correct. Al provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction o/the performance o/work. |amauthorized tusign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: .' ^e ~ �/60,—RIO -'� a, This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: 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. 3: Truss shop drawings shall beprovided with the shipment of trusses delivered tuthe job site. Truss shop drawings shall bear the seal and signature ofaWashington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector, No exception. 6: 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 onsatisfactory completion ufthis requirement. 7: All construction noise tobeincompliance with Chapter 8.ZZof the City ofTukwila Municipal Code. Acopy can beobtained atCity Hall inthe office ofthe City Clerk. 8: 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. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0502 LATH/GYPSUM BOARD 1800 MECHANICAL FINAL 1900 PLUMBING FINAL 0412 UNDERFLOOR FRAMING 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:11www.TukwilaW A. go v uilding Permit No. et 0 q Project No. .. Date Application Accepted: --'17‘."1 Date Application Expires: . *- *7- or office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE 0 AT ON Site Address: tfii-OS- S i.s-07-fr/ Sr icr Tenant Name: ReCit,rel-- L. 1 - s at I King Co Assessor's Tax No.: 00 0-0070 Suite Number: PROPERTY OWNER Name: ,sa i- L E 1 -S- Address: 9 Li 0 s- s i s_o To. 67._ City: State: kg -r-uk_uo.; I ,l. Zip: eTi77g- K CONTACT PERSON - person receiving all project communication Name: 14.,xrr, ..., Address: -7.1-pi, pi City: oe , State: pt Zip: Phone:9**c______________ Email: 4-5, Se-Ctia, '`I 0 544-f e- w; ell-, co cry DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip: Phone: Email: GENERAL CONTRACTOR INFORMATION Company Name: e r- Address: 13 qco 7 City: w 04144 0 State: k Zip: Phone: csr I s-, ifilLf . 048..44, St Conti: Reg No.: Exp Date: 5iAre e t i..cp Tukwila Business License No.: Floor: New Tenant: L1 . Yes ARCHITECT OF RECORD. Company Name: fi Address: City: State: Zip: Phone: Email: ENGINEER OF RECORD Company Name: ixbh(0.._ Erk ; Aar s i „lc Address: /0 9.....q mar 4 City: ,,k,'/-041.1 6.1 State: 14. hil. zip: 9,6/3 3 Phone: 0 5 , „. („0.60 Email: LENDER- WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27 095) Name: " 4' t Address: I /VE h Pi City: City: We_ State: wig_ Zip: ,r,ra MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W: \Permit Center (Rachelle)Applications\ Word \ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page I of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ ea Describe the scope of work (please provide detailed information): 1‘.re- jfejet.+4 0 . e_ka re.k)la_crt_ vdi''K. las 144vitj v 14/411 Ca I,/ 115 Jar a01 d Will there be new rack storage? D.. Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls' Floor /1610 0 2'd Floor 3rd Floor Floors thru Bascmciit Accessory Structure* Garage 0 Attached 0 Detached Carport 0 Attached 0 1)etached Covered Deck Uncovered Deck 22 a, Sth. PLANNING DIVISION INFORMATION — 206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MA I'ERIALS— 206-575-4407 0 Sprinklers Ej Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If '`yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) " WO 4 0 ...Temporary Water Meter Size (1). " WO # (2) " WO 4 (3) " WO 4 0 ...Water Only Meter Size 5, WO # 0 Deduct Water Meter Size , 0 ...Sewer Main Extension Public la Private 0 0...Water Main Extension Public Ei Private 0 WAParma Center (Rachel le)6Applicalions \ Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 4 0 PERMIT 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). 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTI:7IZED GENT: Signature: Print Name: Mart iffttrlio.a,S Mailing Address: 5-0 iVE: '7 7fr4 pi Date: /GP- —/ 7 -/ Day Telephone: etig wo 0 (kilo/le 14..44 98-07„)___ city state Zip WAPetinit Culler (RachellcMpplications1Word \Construcsion Permit Application Revised 6-2019. docs Revised: June 2019 Page 3 of 3 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,767.95 D19-0396 Address: 4405 S 150TH ST Apn: 0042000270 $1,767.95 Credit Card Fee $51.49 Credit Card Fee R000.369.908.00.00 0.00 $51.49 DEVELOPMENT $1,635.03 PERMIT FEE R000.322.100.00.00 0.00 $1,628.53 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $81.43 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19692 R000.322.900.04.00 0.00 $81.43 $1,767.95 Date Paid: Tuesday, January 14, 2020 Paid By: MARK HAERTJENS Pay Method: CREDIT CARD 04337G Printed: Tuesday, January 14, 2020 10:52 AM 1 of 1 SYSTEMS CO TUKwILA ETR4KIT 6280 SOUTH[ENTER DLVQ TUKWILA, WA 98188 206'433'1870 CITY OF TVKwILA Date: 81/14/2020 10:51:44 AM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $1,767.95 APPROVAL [D: 04337G RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT 1 l',.. QUANTITY ,i; -4 PAID $1,090.30 D19-0396 Address: 4405 S 150TH ST Apr,: 0042000270 $1,090.30 Credit Card Fee $31.76 Credit Card Fee R000.369.908.00.00 0.00 $31.76 DEVELOPMENT $1,058.54 PLAN CHECK FEE TOTAL. FEES PAID BY RECEIPT: R19314 R000.345.830.00.00 0.00 .. $1,058.54 $1,090.30 Date Paid: Tuesday, December 17, 2019 Paid By: MARK HAERTJENS Pay Method: CREDIT CARD 00402G Printed: Tuesday, December 17, 2019 9:03 AM 1 of 1 SYSTEMS CO TUxwzL4 [TRAKzT 5280 S0UTH[ENTER BLVD TUKwILA, W4 98188 206'433'1870 CITY Of TUKwILA Date: 12/17/2019 09:00:13 4m CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $1^090.30 APPROVAL [D: 00402G RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy DE1 DIBBLE ENGINEERS INC December 13, 2019 Roderick & Annette Lei -Sam, Homeowners Care of: Statewide Restoration Attn: Kaleb Wilder, DES Manager 13450 NE 177th Place Woodinville, WA 98072 FILE Re: Lei -Sam Residence Fire Restoration 4405 S 1500 St, Tukwila WA 98188 King County Parcel #00-4200-0270 DEI Project #19-466 Dear Mr. Wilder: b STRUCTURAL REPORT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 3 2020 City of Tukwila BUILDING DIVISION 03, Dibble Engineers Inc. (DEI), completed a site visit to the Lei -Sam Residence on November 21s1, 2019 at 4405 S 150th Street in Tukwila, Washington due to a recent fire. While onsite DEI reviewed the house framing for damage. Present during the site visit were Michael Miller II with DEI and Kaleb Wilder with Statewide Restoration. The purpose of this letter is to summarize the observations made in field and summarize the design scope. The Lei -Sam residence is a single -story wood framed structure. The interior finishes were removed in order to visually inspect the structural framing members. The roof framing was substantially damaged across the majority of the house. The entire roof is to be removed and replaced with new truss system per the attached Structural Drawings. Two sections of wall are damaged: A section of wall on the south elevation is damaged. The damaged portion of wall is to be removed and replaced with double doors creating an approximate 5' opening. The 2'-6" opening in the adjacent room is to be framed in. Therefore, the length of shearwall on the southern elevation is reduced from +/-25' to +/-22'-6” equaling the permitted 10% increase in demand to the lateral force resisting system per the 2015 IEBC Section 807.5. A section of wall on the west elevation is damaged. The damaged portion of wall is to be repaired per the attached Structural Drawings. The wall damage is less than substantial; therefore, may be restored to its pre -damaged state with like -kind replacements per the 2015 IEBC Section 606.2.1. Damaged sheathing shall be replaced in minimum 4'x4' sections with minimum nailing per the General Wood Remediation Guidelines attached. During repairs, framing should be inspected for further damage using the attached General Wood Remediation Guidelines. Additional scope is to remove the existing masonry chimney / fireplace and replace with a new factory -built chimney / fireplace with new wood -framed chimney chase enclosure. Dibble Engineers appreciates your business. We invite you to please contact us with any questions or for clarifications to our work, and we will be happy to assist. Sincerely, DIBBLE ENGINEERS, INC, Michael H. Miller11, EIT Design Engineer mmillerdibbleengineers.com cc: Robb A. Dibble, PE 12/13/2019 Attachments: General Wood Remediation Guidelines, Structural Calculations, Structural Drawings RECEIVED CITY OF TUKWILA btt- g 1 7 2019 PERMIT CENTER DIBBLE ENGINEERS INC I 1029 Market Street, Kirkland WA 98033 I 425.828.4200 I dibbleengineers.com DEI DIBBLE ENGINEERS INC Lei -Sam Residence Fire Restoration December 13, 2019 GENERAL WOOD REMEDIATION GUIDELINES These guidelines provide general recommendations for the repair of structural wood frame members that have limited wood charring due to fire. Temporary Shoring: Any structural framing that is unstable or suspect of collapse shall be shored immediately. Safety of the occupants are first priority on the project site. The contractor is responsible for all temporary shoring of the structure. Determine the magnitude of charring that penetrates the structural framing members using a small flathead screwdriver or an awl as a test probe, Fully expose the wood char. Structurally competent wood should be resistant to the insertion of the tool. Remove all char from the wood framing or structural member. Wood Treatment: All structural framing that has had char removed or has been exposed to significant smoke should be sealed with an oil or solvent based primer. Replacement: Framing members that require removal and replacement based on the criteria below shall be replaced with new wood framing in similar kind. Special Conditions: Where questions arise regarding the extent of charring or the mitigation, the structural EOR will make the final determination. For unique conditions and areas of significant deterioration the structural EOR is to be contacted to assist in generating detailed recommendations. PROJECT AND FRAMING SPECIFIC RECOMMENDATIONS STUDS Minor Charring on the surface of the stud (up to 3/16" deep) will require removal of the char through a mechanical effort and sealed with an appropriate primer. The addition of a matching stud nailed alongside (sistered) with 10d (0.148"-diameter x 3"- Fong) common nails @ 12" oc, may be necessary to achieve a plumb surface for proper nailing of sheathing and wallboard. Significant Charring to the stud (more than 3/16" deep by up to one -quarter of its length) requires sistering or the removal and replacement of the charred stud, All studs with significant charring at holdowns must to be addressed by the structural EOR on a case -by -case basis. TOP AND BOTTOM PLATES Replace all plates at bearing walls and/or shearwalls which show signs of charring with new material. All framing lumber in contact with concrete shall be replaced with treated framing with an approved wood preservative. Top and Bottom Plates at shearwalls that are replaced are to be strapped to adjacent plates with a minimum Simpson LSTA24. Stagger the splice location of the double top plates. New sections of top and bottom plates should be plate nailed to the rim joist with 16d (0.161"-diameter x 3.5"-long) nails at 4" (minimum, or to match existing) on center. Site specific conditions should be reviewed by the structural EOR. PLYWOOD WALL SHEATHING Deteriorated Wall Sheathing shall be removed and replaced in minimum 4-foot x 4-foot sections. The new and existing sheathing shall be nailed to new 2x blocking at all panel edges to match the stud depth at the sheathing edges. Nail plywood sheathing with 10d common nails at 6" oc at all edges and 12" oc in the field to match existing nail size and spacing. PAGE 2 OF 4 DEI DIBBLE ENGINEERS INC Photo 1 Lei -Sam Residence Photo 3 Daaged Roof Framing Lei -Sam Residence Fire Restoration December 13, 2019 Photo 2 Damaged Roof Framing Photo 4 Damaged Roof Framing PAGE3OF4 DEI DIBBLE ENGINEERS NC Damaged Wall on South Elevation Damaged Wall on West Elevation Lei -Sam Residence Fire Restoration December 13, 2019 Damaged Wall on South Elevation from Interior Photo 8 Chimney to be Replaced PAGE 4 OF 4 DEI % DIBBLE ENGINEERS INC STRUCTURAL CALCULATIONS LEI-SAM RESIDENCE FIRE RESTORATION 4405 S 150th ST Tukwila, WA 98188 Prepared for Statewide Restoration Project # 19-466 December 13, 2019 12/13/2019 DIBBLE ENGINEERS INC 11029 Market Street, Kirkland WA 980331425.828.4200 dibbleengineers.com 12/4/2019 ATC Hazards by Location airc Hazards by Location Search Information Address: 4405 S 150th St, Tukwila, WA 98188, USA Coordinates: 47.4685218, -122.27835119999997 Elevation: ft Timestamp: 2019-12-04T21:38:11.952Z Hazard Type: Wind ASCE 7-16 ASCE 7-10 MRI 10-Year 67 mph MRI 10-Year MRI 25-Year 74 mph MRI 25-Year MRI 50-Year 78 mph MRI 100-Year •Redmond Tacoma sileitof) 0 Priyup Gog.'"'"`" Map Report a map error 72 rnph 79 mph MRI 50-Year 85 mph 83 mph MRI 100-Year Risk Category I ... 92 mph Risk Category II Risk Category III Risk Category IV 98 mph 105 mph 109 mph 91 rnph Risk Category I . „,„ 100 mph Risk Category III -IV . 115 mph ASCE 7-05 ASCE 7-05 Wind Speed . 85 mph The results indicated here DO NOT reflect any state or local amendments to the values e ny delineation iinOS ma de during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Haying Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions, While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/iongitude location in the report. https://hazards.atcounciLorg/#/wind?lat=47.46852188,Ing=-122.278351199999978,address=4405 S 150th St%2C Tukwila%2C WA 98188%2C USA 1/1 PROJECT NAME PROJECT # DIBBLE ENGINEERS INC tcl SUBJECT C.Jk INA SHEET # LE: 0 DEI DATE /Zo( clkwovE.cy CAL:1A-6 BY ScioPE, : PcittZ. tyriAy. mA•:soi\vy imkre\t' kYttkAt c MIT —1----A`6 A -AL Nieb (A 16/D'fb iN) Sim I t A , T/cFM (1?„ (Pj 7.7-4-JuS:4C 5 vvo.:.›D AA ka eft1 k„) 17 12/12/2019 U.S. Seismic Design Maps Lei -Sam Residence 4405 S 150th St, Tukwila, WA 98188, USA Latitude, Longitude: 47.4685218,-122.27835119999997 Googie Date Design Code Reference Document Risk Category Site Class Type SMS SMi SDS SDI SDC Fa 3 Fv 1.5 Site amplification factor at 1.0 second Value Description 1.48 MCER ground motion. (for 0.2 second period) 0.553 MCER ground motion. (for 10s period)' 1.48 Site -modified spectral acceleration value 0.83 Site -modified spectral acceleration value 0.986 Numeric seismic design value at 0.2 second SA .553 Numeric seismic design value at 1.0 second Value D PGA 0.612 FPGA 1 PGAM 0.612 -IL 6 SsRT 1.48 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.573 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.492 Factored deterministic acceleration value. (0.2 second S1RT 0.553 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.597 Factored uniform -hazard (2% probabilityof exceedance in 50 years)` S1D 1.143 Factored deterministic acceleration value. (1.0 second) PGAd 1.284 Factored deterministic acceleration value. (Peak Ground Acceleration) I CRs 0.941 Mapped value of the risk coefficient at short periods C#�1 0.926 Mapped value of the risk coefficient at a period of 1 Description Seismic design category Site amplification factor at 0.2 se MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground accele ration OSHPD Thomdyke Elementary School 12/12/2019, 3:46:17 PM ASCE7-10 II Long -period transition period in seconds 0th St Mao data ©2019 https://seismicmaps.org 1/2 1 %-a-AnAD Y'V AO 101C2?/i •Q #133115 loccc: - (,)-?•1 „1-769 - (0;90(v iS 0 1-7 A --)Yrvo9VICI, c)oie-D/ - 9S41-) ( -VDS) °) • GS' 9-7,1-I NI c4 gNIM - 3--) 6g. (0 X() S /CCiO c--„XcO0 'S1 C\iel-v3 WO N)t )3rons # 1)310'dd NIVN .0310'dd N NI9N3 3 PROJECT NAME f efi3 SHEET /I c3 DEL PRO IFCT DIBBLE ENGINEERS INC SUBJECT ItAtW1 czt4A3E SE IS1W C-- bEV(..:"K) c,k‘me- wk,u.z.) 0 Pof sorT-6 t„ 74- FLL,s I 0k) PS --c) (A5) rit,c) .--cx-51-' k.) /2> room 4 kAj b C0-0LS DATE BY II /go )4A. PROJECT NAME PROJECT Q. DIBBLE ENGINEERS INC suB jEcr DE1 SHEET I/ ot-{ DATE tt/Oick BY RM. CR ikA KEY CAEkrTACH frk\UNI7 TO HooSE tb (AS\.3) (9' S1-40( 12 kXE„ t, rcJ To C.„.14/\sEi: Cle---Amt,xic-, (I) YPe,„-AmiN.)(7, (t) (L.f44(x.p. 1:5.w._).cocQ fJ,ito 4,0 LAG (() 0 HB E)ot.--r.:-.4 TO oc z, lUENA10,51 If (n3 , DE1 DIBBLE GI"JEERS INC PROJE PROJECT at TNAME SUBJECT SHEET DATE BY A: T4L-fita\ rii C,t\3E t x 1 W FrJU '18p A L1 6,p Simpson Strong -Tie° Wood Construction Connectors ' SIMPSON 19 SIMPSON STRONG -TIE COMPANY INC. 0 o DTT Deck Tension Ties DTT tension ties are safe, cost-effective connectors designed to meet or exceed code requirements for deck construction. These versatile DTT connectors are also load -rated as a holdown for light -duty shearwalls and braced -wall panel applications. For new construction or to make an existing deck code -compliant, the DTT1Z can be used as a tension -tie to satisfy the 2015 and 2018 IRC provision for a 750 Ib, lateral load connection to the house at four locations per deck. This code detail permits the lateral connection from the deck joists to be made to top plates, studs or headers within the supporting structure, which eliminates the need to access to the floor joists inside the home. The DI I 1Z is available in a kit (DTT1Z-KT) that includes (4) DI I 1Z connectors, (4) Strong -Drive SDWH Timber -Hex HDG screws (SDWH27800G) and (26) #9 x 11/2" Strong -Drive SD Connector screws. The DTT1Z fastens to the narrow or wide face of a single 2x with Strong -Drive SD Connector screws or nails and accepts a 3/8" bolt, anchor bolt or lag screw (washer required) or can be installed with the Strong -Drive SDWH Timber -Hex HDG screw with an integral washer, The DTT2 can be used to satisfy the IRO provision for a 1,500 Ib, lateral load connection at two locations per deck. Additionally, the DTT2 has been tested and evaluated in deck guardrail post applications to resist the code -specified lateral forces at the top of railing assemblies. The DTT2 is also available with longer 21/2" Strong -Drive SDS Heavy -Duty Connector screws (model DTT2Z-SDS2.5) to achieve higher loads when needed. The DTT2 fastens easily to the wide face of a single or double 2x using Strong -Drive SDS Heavy -Duty Connector screws (included) and accepts a 1/2"-diameter bolt or anchor boht. For guard post installations using Strong -Drive SDWS Timber screws, see technical bulletin T-F-SDVVSGRD. Material: 14 gauge Finish: DTT1Z/DTT2Z - ZM)0 coating; DTT2SS - stainless steel; see Corrosion Information, pp. 13-15 Installation: • Use all specified fasteners; see General Notes • A standard cut washer (included for DTT2) must be installed between the nut and the seat • Strong -Drive SDS Heavy -Duty Connector screws install best with a low -speed high -torque drill with a 343" hex head driver (Model DB6H1,75) • Strong -Drive SD Connector screws install with a 1/2" hex head driver (Model DBHEX) • Strong -Drive SDWH Timber -Hex HDG screws install with a 143" hex head driver (Model DB6H1.75) Codes: See p.12 for Code Reference Key Chart Ea Ea These products are available with additional corrosaiort)pes rsotecpi tion5. For more informun rood,el in Anchor tio Diameter i07717 Y4 Mt° or SDWFt° For teebf fasteners, see p.21. FastOrterS (6) SD #9 x 11h" 6)0.144 X 11/2 (8) 0.148 x 1 lh DTT1Z U.S. Patent Pending (6) #9 x 1W SD screws (shown) or (6) 0.148x 1W nails Typical DTT1Z Deck -to -House Lateral Load Connection For more information on lateral load connections, see technical bulletin T-C-DECKLAT at strongtie.com 74. diameter HDG threaded rod with nuts and washers Roor joist (Solid 2x joist c r 2x blocking) straggie DTT2Z U.S. Patent 8,555,580 Floor sheathing nailed at 6' max. on centre to joist with holdown Continuous flashing (per Code), not shown Typical DTT2Z Deck -to -House Lateral Load Connection For more information on lateral load connections, see technical bulletin T-C-DECKLAT at strongtie.com Many of these products are approved for installation with Strong-Diive° SD Connector screws. See pp. 335-337 for more information, Min. Wood Allowable Tension Loads Member Code DF/SP SPF/HF Thickness - Ref. On.) i160) itro) 840 840 1,5 1,800 DTT2Z.JDTT2SS 13/18 1/2 (8) 1.4" al 1/2" SDS 11/2 82 3 2,145 ) 1,835 DTT2Z-SDS2,5 13/18 1/2 (8) i/x" x 2)/i" SIDS 3 2,145 2,105 1, Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. DTT1Z installations with allowable loads below 750 lb. do not satisfy the 2015 IRC requirements for deck -to -house lateral load connections. 3, The Strong -Drive° SDWH Timber -Hex HDG screw with a minimum of 3" thread penetration into dry lumber has an allowable withdrawal toad (160) of 1,380 lb. into SP, 1225 lb. into DF, and 1,020 lb. into SPF/HE 4. Load values are valid if the product is flush with the end of the framing member or installed away from the end. 5. The guardrail post illustration above addresses an outward force on the guardrail. An additional DTT2Z can be added at the lower bolt to address an inward force. 6. A 341" HDG round washer is required with the use of a lag screw. 7. Fasteners: Nail dimensions in the table are diameter by length. SD and SDS screws are Simpson Strong -Tie° Strong -Drive° screws, See pp. 21-22 for fastener information. Decking (tY11) Uses 1/4" x 11/2' SOS screws (included) diameter HDG bolts 2x8 min, r threaded rods with nuts and washers Standard art was (Simpson Strong -fie required between RFB#4x7 HDG) nut and seat (provided) DTT2Z Installed for a Deck Guardrail Post For more information on guardrail post connections, see technical bulletin T-C-GRDRLPST at strongtie.com 289 Simpson Strong -Tie Wood Construction Connectors SIMPSON Straps and Ties LTP4/LTP5/A34/A35 Framing Angles and Plates The larger LTP5 spans subfloor at the top of the blocking or rim board. The embossments enhance performance. The LTP4 lateral tie plate transfers shear forces for top plate -to -rim board or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top -plate applications. May be installed over plywood sheathing. The A35 angle's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. Material: LTP4/LTP5 — 20 gauge; all others — 18 gauge Finish: Galvanized. Some products available in stainless steel or ZMAX® coating. See Corrosion Information, pp.13-15. Installation: • Use all specified fasteners; see General Notes • A35 — Bend one time only Codes: See p.12 for Code Reference Key Chart Joists to Plate with A Leg Inside A34 /2" minimum 24/0 APA-rated wood structural panel sheathing A35 Studs to Plate with B Leg Outside Simpson Strong -Ties PH6121 #6x12" screws into subfloor and framing 6 LTP4 A34 LTP4 Installed over Wood Structural Panel Sheathing Joists to Beams A35 LTP4 attaching Top Plates to Rim Board 7 A35 Ceiling Joists to Beam 4 A35 LTP5 Installed over Wood Structural Panel Sheathing C-C-2019 ©2019 SIMPSON STRONG -TIE COMPA 280 Simpson Strong -Tie" Wood Construction Connectors SIMPSON LTP4/LTP5/A34/A35 Framing Angles and Plates (cont.) 133 STRONG -TIE COMPANY INC 19 © 2019 SIM These products are available with additional corrosion protection. For more information, see p.15. For stainless - ID steel fasteners, see p.21. Many of these products are approved for installation with Strong -Drive® SD Connector screws. See pp. 335-337 for more information. trongTie Model No. Type of Connection Fasteners (in.) Direction of Load DF/Sp Allowable Loads Floor (100) A34 ,(8) 0.1 1 x 1'l 395 Roof (125) 480 (160) SPF/HF I�r Floor Roof (100) (125) (1 545 340 415 F26 395 430 430 340 370 370 (8)#9x11/2SD F1 64C 640 640 550 550 550 F2 Uplift 495 1 495 240 ! 240 495 240 425 70 425 170 425 170 Code Ref. IBC, FL, LA A35 Al 295 350 350 25 300 300 (9)0.131x11 E 295 3, 360r "385" 255 310 330 8 1 (12)0.131x11/2 A2 295 32 255 280 280 2 295 0 30 255 285 285 225 I 225" 195 195 195 (12)0.131x11 F 590 ! 650 0 510 560 F26 590 670 670 ,, 510 575 7 IBC, FL, LA E1 (12) PH6121 Ft 420 ? 420 .: 420 360 360 360 LTP4 LTPS (12)0.131x11h (12)0.131x11h G H 580 525 2 525 G 565 513 525 500 450 485 H 490 490 490 420 540 450 485 420 540 450 485 420 1. Allowable loads are for one angle. When angles are installed on each side of the joist, the minimum joist thickness is 3". 2. Some illustrations show connections that could cause cross -grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement shou d be considered. 3. LTP4 can be installed over 3/8" wood structural panel sheathing with 0.131 " x 1 Ya" nails and achieve 0.72 of the listed load, or over /" sheathing and achieve 0.64 of the listed load, 0.131" x 2' nails will achieve 100% load. 4. LTP4 satisfies the IRC continuously sheathed portal frame (CS-PF) framing anchor requirements when installed over raised wood floor framing per Figure R602.10.6.4. 5. The LTP5 may be installed over wood structural panel sheathing up to 1/2" thick using 0.131 " x 1 Y2" nails with no reduction in load. 6. Connectors are required on both sides to achieve F2 loads in both directions. 7. A34 and A35 installed with 0.131 " x 1 /2" nails onto 1 -<" LSL ma' erial will achieve 0.90 of the listed Fi and F2 loads. 8. Fasteners: Nail dimensions in the table are diameter by length. SD screws are Simpson Strong -Tie Strong -Drive" screws. PH6121 is a pan -head #6 x 1/2" screw available from Simpson Strong -Tie. See pp. 21-22 for other nail sizes and information. A34 Typical Installation Typical A35 Installation Chimney Framing IBC, FL, LA Straps and Ties UPDATED 06/01/19 281 PERMIT COORD COPY I PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0396 DATE: 12/17/19 PROJECT NAME: LEI-SAM RESIDENCE - FIRE DAMAGE SITE ADDRESS: 4405 S 150 ST X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1 Building Division Public Works 4AYA- 1 Fire Prevention i r‘i ill \/)49 anning ivision 1111 Structural Permit Coordinator 11111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/19/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews)(le: Zoning Issues) DUE DATE: 01/16/20 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire D Ping D PW [=1 Staff initials: 12/18/2013 , C,0 Labor & Industries (httpsi/Ini. ontractors Statewide Restoration Inc Owner or tradesperson Principals Kutsar, Valentin Petrovich, PRESIDENT Yurtsan, Maksim Romanovich, SECRETARY Doing business as Statewide Restoration Inc WA UBI No. 603 401 001 19140 NE PORTAL WAY PORTLAND, OR 97230 503-719-7838 Business type Corporation Governing persons VALENTIN KUTSAR MAKSIM YURTSAN; VALENTIN KUTSAR; MAKSIM YURTSAM; 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. STATERI866KH Effective — expiration 07/02/2014— 07/02/2020 ,Bond American Contractors Indem CO Bond account no 100275478 Received by L8.1 06/16/2015 Bond history Insurance $12,000.00 Effective date 05/08/2015 Expiration date Until Canceled TOKIO MARINE SPECIALTY INSURAN $1,000,000.00 Policy no PPK1934845 Received by L&I Effective date 02/19/2019 01/28/2019 Expiration date 01/28/2020 California Indemnity Ins Co $1,000,000.00 Policy no 375337820101 Received by L&I Effective date 02/19/2019 01/28/2019