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HomeMy WebLinkAboutPermit D16-0206 - DELEZA RESIDENCE - FIRE DAMAGE ROOF AND DECK REPAIRDELEZA RESIDENCE 11240 43 AVE S D16-0206 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0179000300 Permit Number: 12240 43RD AVE S Issue Date: Permit Expires On: DELEZA RESIDENCE 016-0206 8/9/2016 2/5/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DELEZA SANDRA J 12240 43RD AVE S , SEATTLE, WA, 98178 CHRIS BACUS 1700 WESFLAKE AVE N - SUITE 100 , SEATTLE, WA, 98109 ARMATA CONSTRUCTION SERVICES LLC 1416 NW 46TH ST SUITE 105 PMB 135, SEATTLE, WA, 98107 ARMATCS845KU SAFECO INSURANCE TIM SOTHEN , , , Phone: (206) 281-7500 Phone: Expiration Date: 5/31/2018 DESCRIPTION OF WORK: REPAIR OF FIRE DAMAGE TO ROOF AND DECK FRAMING. REPLACE FINISHES AND FIXTURES DAMAGED BY FIRE AND WATER Project Valuation: $180,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,730.22 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: t t. ""! W Vi 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 of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and to the conditions attached to this permit. Signature: r;i44, Print Name: 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: 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 0606 GLAZING 0502 LATH & GYPSUM 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 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 Building Permit No. hi Project No. Date Application Accepted: 11 I/76 ' qig (For- office us only) Date Application Expires: 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 Site Address: 12240 43rd Ave. S. Tenant Name: Sandra Deleza PROPERTY OWNER Name: Chris Bacus - Pacific Engineering Tech. Name: Sandra Deleza City: Seattle State: WA Zip: 98109 Address: 12240 43rd Ave. S. Email: cbacus@pacengtech.com City: Tukwila State: WA Zip: 98178 CONTACT PERSON — person receiving all project communication Name: Chris Bacus - Pacific Engineering Tech. Address: 1700 Westlake Ave. N., #100 City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: (206) 281-4611 Email: cbacus@pacengtech.com GENERAL CONTRACTOR INFORMATION Company Name: Armata Construction - Ryan Miletich Address: 1416 NW 46th St., #105 PMB 135 City: Seattle State: WA Zip: 98107 Phone: (206) 853-8547 Fax: Contr Reg No.: ARMATCS845KU Exp Date: 05/31/2018 Tukwila Business License No.: 00068466 (Customer No.) H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 017900-0300 Suite Number: Floor: New Tenant: 0 Yes O..No ARCHITECT OF RECORD Company Name: Pacific Engineering Technologies Engineer Name: Kyle Bozick Company Name: City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: (206) 281-4611 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Pacific Engineering Technologies Engineer Name: Kyle Bozick Address: 1700 Westlake Ave. N., #100 City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: (206) 281-4611 Email: kyle@pacengtech.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)II ��� Name: 46400 ' it c�/�I�u ,1 b V� Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 180,000 Existing Building Valuation: $ 151,000 Describe the scope of work (please provide detailed information): Repair of fire damage to roof and deck framing. Replace finishes and fixtures damaged by fire and water. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper- including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Mpplications\Fomu-Applications On Line \2011 Applications\Pertnit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Repair Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Lttctiot Rvutudoi ls`Floor 1,212 450 VB R3 2nd Floor 3t" Floor Floors thru Basement 1,179 275 VB R3 Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Roof Uncovered Deck 110 110 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper- including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Mpplications\Fomu-Applications On Line \2011 Applications\Pertnit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #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) 0 .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation 0...Traffic Impact Analysis ❑ ...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 Domestic Water 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... ,, WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Fotns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 • PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Chris Bacus Date: 07/22/2016 Day Telephone: (206) 281-7500 Mailing Address: 1700 Westlake Ave. N., #100 Seattle WA 98109 City Stale Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: Aueust 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $2,305.68 D16-0206 Address: 12240 43RD AVE S Apn: 0179000300 $2,305.68 DEVELOPMENT $2,196.10 PERMIT FEE R000.322.100.00.00 0.00 $2,191.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $109.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9162 R000.322.900.04.00 0.00 $109.58 $2,305.68 Date Paid: Tuesday, August 09, 2016 Paid By: PACIFIC ENGINEERING TECHNOLOGI Pay Method: CHECK 54568 Printed: Tuesday, August 09, 2016 4:29 PM 1 of 1 I?SYSTEMS Cash Register Receipt . City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $1,424.54 $1,424.54 $1,424.54 $1,424.54 $1,424.54 PermitTRAK D16-0206 Address: 12240 43RD AVE S Apn: 0179000300 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9Q41 R000.345.830.00.00 0.00 Date Paid: Monday, July 25, 2016 Paid By: PACIFIC ENGINEERING Pay Method: CHECK 54544 Printed: Monday, July 25, 2016 8:41 AM 1 of 1 CSYSTEMS 111 INSPECTION RECORD Retain a copy with permit I SPEC 1 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: T ELeZA ibeiJC T�ge of Inspection: CSU UDiiJ , AAL. Address: /22'/o ,gi' Ave S Date Called: Special Instructions: Date Want d: 2 / 7 p.m. Request r: / Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: in f Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must IA paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: ,p,ezimt iQ s7,o Type of Inspection:, nil/ft_ e9 , . C :r --An Address: /22V6 S RD/14(.S; Date Called: Special Instructions: Date Wanted: /-02S--17 a:r p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Idt Q fkitA f-r;f CaYP - (€5-1-r -r ~Goy 1'h17( 11=C__1 56?-, Inspector: Datl 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 Q(6 -02-x' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pri,j �i r�j t Y� Type G l Inspection: a L2 - Pe -c- k A r2 o j ^(rd ft je s4 ate Called: Special Instructions: Date Wante V a.m. r ( 7 p.m. Requester: Phone No: kiApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: yfitt_c.---v riy Inspector: Dater 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b/6.-6240 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: 0C ,4 � � Type Inspection: ALL- W C -v d Address: . 241167 Date Called: Special Instructions: Date Want d: . /66/6 p.m. Reques r: Phone No: Approved per applicable codes. DCorrections required prior to approval. COMMENTS: Inspector: Awl Date: /0/6//6 © l` /6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 11011 Retain a copy with permit INSP ION NO. 1)1(, 02062 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: b 1 Z.A atai 6/ Type o nspection: 4ii / id& J P6' o- bK Address: / 724)0 43 eb S Date Called: P/Aces' Wig p Special Instructions: 4 CecAri' .� -/Ale. l dt s S/ l 4't Date Wante !�/�6 �� pmt. Requeste Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: M.ISS!AJ PLC4I/e-' AT-- li4 r'' J P6' o- bK -0606 2 1/146Wiz- - x/oilil r)q P/Aces' Wig p 4 CecAri' .� -/Ale. l dt s S/ l 4't t7e- AjAttS S t 3 2vel o. %els-- 5/De- ea-7— eaa-7— ' fze Inspector: /47)/1741 Date: /����� REINSPECTION FEE REQUIRED. Prior to next inspecfion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -0206 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: b ; czA Paib�,�tJa Type of Inspe •tion: StAi3 6coe /#JSuL Address: /22440 142pDAlit- S Date Called. Special Instructions: 20/6 Date Wanted• Ov//� Requeste : Oa- Phone No: zc -268 - 7060 KApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: /0/6//0 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)i6-- 0206 Proje t: DLQE2A as, 1 beAxC' Type o pection: /iA M Mf& Address: 1229e y31� A Date Called: Ar- QX 9 Pi- eztivi K Special Instructions: 20/6 Date Wan 726, / lP ) 4,- [-L. 14 C,9,eS Ac -r-- /X O 7 � �% p.m. Requeste . t1)LL. zis n s'671 .T131 Phone No: 2S-1-2 ' - 60w Approved per applicable codes. Corrections required prior to approval. COMMENTS: I I T;A1i— l c t i A/6- �� ai Sas Ar- QX 9 Pi- eztivi K ) 4,- [-L. 14 C,9,eS Ac -r-- /X O 7 :i S3 .T' 1 6e - e i'yl e'-1'� G zis n s'671 .T131 UJI I SS f "r /Cd inctik }{T" C� r CSG sncEs) Z,4o A%o.6- <ibe C i7 q7t Ie 'c)t S7" P6re (J61i‘f >A[& Inspector: Date: /]zo /6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bieo -0206 0ect: "-01. , ?L S 16eitk(;"' Type_gt Inspection: PgAlaill AJG- Address: /224c2 zig e Alie ...0 Date Called: Special Instructions: 2o/,/ Date Wanted• ffsjs'' j� / a. %. p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0mA/es-I--AAA--- &why Inspector: Date: F-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 4 2016 City of Tukwila BUILDING DIVISION` Pacific Engineering Technologies DELEZA RESIDENCE — FIRE DAMAGE REPAIR 12240 43rd Ave S Tukwila, Washington Job No.: 16205.00 1]=, Structural calculations for the repairs to the roof and deck framing, damaged by a recent fire. Design is in accordance with the 2015 Edition of the International Building Code with the Washington State Amendments. i-1,2116 RECEIVED CITY OF TUKWILA JUL 2 5 2016 PERMIT CENTER 0 O O 0 0 26'_2" t ►ba_r,5 -' 2'-0"t 1////7// DECK TENSION TIE, TYP. (4) PLACES EXIST. P.T. 4x P05T, TYP. 2x TREATED SPACED DECKING, SHOWN EXIST. DECK BRACES TO REMAIN, MODIFY AS REQ'D, TYP. SISTER 2x10 ALONG SIDE CUT 4x FLOOR JOIST, ATTACH W/ I0d NAILS AT 6" 0.C. P.T. 2x0 DECK JOIST$,.AT I6" OC. MAIN FLOOR / DECK FRAMING PLAN (BASEMENT WALLS 514OILN) SCALE: 1/4" . PROJECT NORTH EXIST. HEADER TYP. AT PICKETS 13-1 13'-1 EXIST. 4x BEAM LEAN-TO ROOF (BELOW NO DAMAGE) 8 4 4x10ROOF 1 10 4 W m N '3 3,0"1 EAVE MATCH EXIST. t_ EXIST. 2x CEILING JOISTS TO REMAIN EXIST. 4x BEAM 7x6YaE111Ka JOISTS AT 16 OC. 4x11 ROOF FIELD VERIFY 111N1 (2) 1x4 POST (7) 7x4 PO511 PECK BELOW EXIST. 4x BEAM 4xIFi� BENT X15T. 4x BEAM EXIST. 4x BEAM EX .101 EXIST. 4x/SEAM T. 2x CEILII6 T5 TO REMAIN FIN ROOF FRAMING PLAN (MAIN FLOOR WALLS 61-1O11N) SCALE: I/4" • 1'-0" El ROOF SHEATHING TO BE REMOVED AND REPLACED, SFIOUN 1 I PROVIDE 2x4 CRIPPLE STUDS AT 16" O.C. BELOW BEAM Pacific Engineering Technologies 4tti 1700 Westlake Ave N, Suite 100 Seattle WA 98109 P: 206.281.7500 www.pacengtech.com Project No: 1 6 2-0 5 Date: 6/2' 06 Sheet: / of Project Name: 9 e / 2- Comp By: SC Contents:-ics ,_.. (/ G/C tS (51 Check By: �� � s s 12.E r.0 L?� /1wi ,., r. IIP.- e pf 6. ar16 7s ‘1.7-1- 4 1 ' r/ c OJ s J f L / M .v- 7-- �/F 00 = 3pi 5 ori 1 . HH � 11 ._ i (` I 1 Y p ir. 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I1 ■ 1 ■■ II ■ ■ ..... ■ ■ 11II 4 Pacific Engineering Technologies • 1700 Westlake Ave N, Suite 100 Seattle WA 98109 P: 206.281.7500 www.pacengtech.com c 3p DL 1/11� S c. Project No: / 6 Zd 5 Date: q2 --,s//‘ Sheet:G 13 of Project Name: P e / e - Comp By: $ t(Xn Check By: Contents: G r" lGS � /7/ (7 70 .517.$ . J 0"o,h G� 1.1-t'cd(s. ;9// ocC� = -' 42y P56( = 2- zpsf' S (3•/c.t = p �sf 1,4 -FPr e off l e�sp ('OO , a Ger -1-)0).r1 r r / ' 1 � !�J It c PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0206 DATE: 07/27/16 PROJECT NAME: SANDRA DELEZA SITE ADDRESS: 12240 43RD AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division NI 3 )s wt°`,1��b�► Public Works fMw �.. Fire Prevention Structural A//4-- Manning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/28/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 08/25 /16 El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 ARMATA CONSTRUCTION SER"C LLC Norrie Espafiol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 Search L&I A-7 Index help MyI..i T Workplace Rights Trades & Licensing ARMATA CONSTRUCTION SERVS LLC Owner or tradesperson Principals Miletich, Ryan Steven, PARTNER/MEMBER Doing business as ARMATA CONSTRUCTION SERVS LLC WA UBI No. 603 614 466 1416 NW 46th St Ste105 PMB135 SEATTLE, WA 98107 253-853-8547 KING County Business 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. ARMATCS845KU Effective •— expiration 05131/2016— 05/31/2018 Bond American Contractors Indem CO Bond account no. 100310550 $12,000.00 Received by L&I Effective date 05/31/2016 05/16/2016 Expiration date Until Canceled Insurance ....................... Associated Industries Ins Co I Policy no. AES1039153 $1,000,000.00 Received by L&I Effective date 05/31/2016 05/27/2016 Expiration date 05/27/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603614466&LIC=ARMATCS845KU&SAW= 8/8/2016 GENERAL NOTES: GENERAL CONDITIONS: 1. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS t0 THE OWNER. 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 1. MECHANICAL AND ELECTRICAL WORK (AS REQUIRED FOR REPAIR WORK) TO BE FILED UNDER SEPARATE PERMIT AND BIDDER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTOR ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 8. CONTACT THIS OFFICE AT (206) 281-100 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING(S) ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS. SAFETY AND DEMOLITION: 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE J015 SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT TI -4E JOB SITE DURING TI -4E ENTIRE COURSE OF THE PROJECT. 11. SCAFFOLDING, UJORK AREAS, BUILDING MATERIALS AND TOOLS SHALL BE REASONABLY SECURED FROM ACCESS TO THE PUBLIC At ALL TIMES. 12. THE REQUIRED AND/OR IMPLIED DUTY OF 11-4E ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF TI -4E ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 13. THE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING BUT NOT LIMITED TO: GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 14. TI -4E CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 16. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 11. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. CONSTRICTION: 18. PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. I. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL STICK) MEMBRANE, ETC. • 20. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 21 ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 22. ALL VENTILATION OPENINGS SHALL BE SCREENED EXCEPT DRYER VENTS. ALL VENT OPENINGS SHALL HAVE LOUVERS. 23. PROVIDE FIREBLOCKING AT INTERCONNECTIONS BETWEEN CONCEALED SPACES (SUCH AS SOFFITS, PROPPED CEILINGS, ATTICS, WALL CAVITIES, ETC.) AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY At 10' INTERVALS IN ACCORDANCE WITH IRC SECTION 302.11 AND 302.12. 24. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS THROUGH FIRE -RESISTANCE RATED ASSEMBLIES ARE TO BE SEALED WITH A FIRE RATED EXPANDING FOAM OR SEALANT. THE FOAM OR SEALANT IS TO BE IN ACCORDANCE WITH ASTM E 814 OR UL 1419 WITH AN F AND T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IRC 302.4. 25. SMOKE SEAL EXISTING FRAMING THAT IS TO REMAIN. 26. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. 21. PROVIDE AN OPENING NOT LESS THAN 22" WIDE BY 30" TALL WITH A HEADROOM CLEARANCE OF 30" TO ANY ATTIC AREA HAVING A CLEAR HEIGHT OF OVER 30". THE ATTIC ACCESS SHALL BE INSULATED AND GASKETED. 28. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE PLUMBING CODE AMENDMENT RCW 19.21.110. 7/22/2016 16205.wd.A1.0.dwg UILDING ENVELOPE SPECIFICATIONS: ENERGY CODE: PROVIDE THERMAL INSULATION IN ACCORDANCE WITH 2015 WASHINGTON STATE ENERGY CODE IN ACCORDANCE WITH RESIDENTIAL TABLE 8402.1.1 ATTIC/ROOF EXTERIOR WALL (EXISTING) RIM JOISTS HEADERS FLOORS OVER UNCONDITIONED SPACE ACCESS HATCHES AND DOORS HVAC DUCTS EXHAUST DUCTS HOT WATER PIPES GLAZING DOORS R-49 R -I5 (2x4 FRAMING) R-21 R-10 R-30 SAME A5 SPACE ACCESSING R-8 R-4 R-4 u = 0.30 MAX. u = 0.30 MAX. A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R -VALUES, WINDOW AND DOOR U -VALUES, DUCT AND AIR LEAKAGE TESTING RESULTS SHALL BE POSTED ADJACENT TO THE ELECTRICAL PANEL. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS (R402.4.3): WINDOWS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. SHALL BE NRFC 100 CERTIFIED. 2. NAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.3 cfm PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRFC 400 OR AAMANJOMA/CSA 101/1.5.2/4440. EXTERIOR DOORS (R402,4.3): EXTERIOR DOORS SHALL HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.5 cfm PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRFC 400 OR AAM4/WOMA/GSA 101/1.5 2/A440. VAPOR RETARDERS (R402.1.5): PROVIDE A VAPOR RETARDER WITH A MINIMUM ONE PERM DRY CUP RATING ON INTERIOR (WARM) SIDE OF CEILINGS, WALLS AND FLOORS THAT SEPARATE A HEATED FROM AN UNHEATED SPACE. VAPOR RETARDER SHALL BE 6 MIL POLYETHYLENE SHEETING. PYA PAINT HAVING A PERMEANCE RATING OF ONE PERI1 DRY CUP RATING OR LESS I5 ACCEPTABLE. ATTACH POLYETHYLENE SHEETING TO THE UNDERSIDE OF CEILING JOISTS AND INTERIOR FACE OF WALL STUDS BY APPLYING CONTINUOUS BEAD OF SEALANT TO EACH JOIST OR STUD. INSTALL POLYETHYLENE IN CONTINUOUS SHEETS AS MUCH AS POSSIBLE, ACROSS CEILING AND WALL. WHERE LAPS DO OCCUR, THE LAPS SHALL BE 6" MINIMUM AND SEALED WITH TAPE OR SEALANT. CONTINUOUSLY SEAL BOTTOM AND TOP EDGES TO WALL AND CEILING TERMINATIONS. SEAL VAPOR RETARDER TO ANY CONDUIT, BOXES, PIPING OR OTHER ITEMS WITHIN THE CEILING AND WALL SYSTEM, REPAIR ANY TEARS OR PENETRATIONS OF VAPOR RETARDER WITH APPROVED TAPE PRIOR TO INSTALLATION OF DRYWALL. AIR LEAKAGE SEALING: THE FOLLOWING AREAS OF TI -4E BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED t0 MINIMIZE AIR LEAKAGE IN ACCORDANCE WITH R402.4: • JOINTS AROUND FENESTRATIONS AND DOOR FRAMES, JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS At BUILDING CORNERS, BETWEEN WALLS AND STRUCTURAL FLOORS OR ROOFS, AND BETWEEN WALLS AND ROOF OR ROOF PANELS • OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOFS, WALLS, AND FLOORS • RECESSED LIGHT FIXTURES AND SIMILAR OBJECTS THAT PENETRATE THE WALL OR CEILING FINISHES • ALL OTHER OPENINGS IN THE BUILDING ENVELOPE MECHANICAL VENTILATION: PROVIDE SOURCE SPECIFIC FANS IN ACCORDANCE WITH WASHINGTON STATE MECHANICAL CODE. SOURCE SPECIFIC: KITCHEN 100 CFM BATHROOMS 50 CFM 1.0 SONE MAX. LAUNDRY ROOMS 50 CFM 1.0 SONE MAX. EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE BUILDING ARE TO BE LOCATED A MINIMUM OF 3'-O" FROM WINDOW AND DOOR OPENINGS. Duct TESTING (8402.4.5 AND R403,33): ALTERED AND NEW HVAC DUCTING SHALL BE SEALED IN ACCORDANCE WITH THE ENERGY CODE R403.3.4 OR MECHANICAL CODE. DUCTS SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH WASHINGTON STATE UNIVERSITY STANDARD DUCT TESTING RS -33. DUCTS LESS THAN 40 LINEAR FEET DO NOT REQUIRE TESTING. LIGHTING (R404.1): A MINIMUM OF 15 PERCENT OF ALL NEW PERMANENTLY INSTALLED BULBS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY BULBS. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC -RATED AND CERTIFIED UNDER E 283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAT 2.0 cfm WHEN TESTED AT A 1.51 psf (15 Pa) AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE. GAS APPLIANCES (R404.1.1): ALL NEW FUEL GAS SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. FIRE PROTECTION NOTES: SMOKE DETECTORS: SMOKE DETECTORS SHALL CONFORM TO REQUIREMENTS OF IRC SECTION R3I4 AND THE FOLLOWING SPECIFICATIONS: • SMOKE DETECTORS SHALL BE HARD WIRED TO THE BUILDING ELECTRICAL SYSTEM AND SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. • ALARMS SHALL COMPLY WITH UL 211 • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 12 AND MANUFACTURER'S RECOMMENDATIONS DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: • IN EACH BEDROOM. • IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. CARBON MONOXIDE ALARMS: PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH IRC SECTION R3I5. • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 120 AND MANUFACTURER'S RECOMMENDATIONS • LOCATED IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. • CARBON MONOXIDE DETECTORS SHALL COMPLY WITH UL 2034. I II WORK THIS PERMIT (SHOWN SHADED) EXISTING DRIVEWAY 100' DECK SITE PL AN 9 SCALE: I" = 20'-0" NORTH EXISTING LANDSCAPING 100' NOTE: THE INFORMATION ON THIS SITE PLAN IS SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION ON RECORD WITH KING COUNTY AND AERIAL PHOTOGRAPHS. NO CHANGES TO THE EXISTING FOUNDATION/FOOTPRINT HAVE BEEN MADE. ALL CONSTRUCTION OCCURS WITHIN THE EXISTING FOOTPRINT OF THE BUILDING. FRAMING NOTES: FLOOR 4 ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT THE SUPPORTS. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. BEARING WALL FRAMING: EXISTING 2x4 STUDS AT 16" O.C. ALL COLUMNS NOT CALLED OUT ON THE PLANS AND SCHEDULE SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMN TOGETHER AT 16" O.C. WITH 10d NAILS. PROVIDE ONE LAYER OF 40* ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ROOF' SHEATHING: APPLY PLYWOOD TO MATCH EXISTING THICKNESS (15/32" MIN.) NAILED TO JOISTS WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. ANY NEW ROOF SHEATHING TO BE REPLACED AND ANY EXISTING ROOF SHEATHING TO REMAIN SHALL BE IN A MINIMUM 2 -SPAN CONDITION. REMOVE ADDITIONAL ROOF SHEATHING TO MEET THESE REQUIREMENTS AS NECESSARY. EXTERIOR WALL SHEATHING: APPLY PLYWOOD TO MATCH EXISTING EXTERIOR WALL SHEATHING THICKNESS (1/16" MIN.) NAILED t0 STUDS WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. ISEPARATE PERMIT REQUIRED FOR: t fr ochanicat :I€ctrical CrLfSyLmbing as Piping City of Tukwila 131,. ..DING DIVISION FILE COPY Permit ®. ../.1.L.C20_,k Plan review approval is subject to errors and omissions. Approve! of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: 1----- REVISIONS No changes shall be made to the scopeof work without prior approval of uk!vita Building Division.`OT: 1-;v,, inions will require a new plan submittal and may include additional plan review fees. By: Date: City of Tukwila BUILDING DIVISION PI PROJECT NARRATIVE THE PURPOSE OF THESE DOCUMENTS IS TO SHOW THE REPAIRS t0 THE ROOF AND DECK FRAMING WHICH WAS DAMAGED BY A RECENT FIRE TO THE SPARKS RESIDENCE. NO REVIEW HAS BEEN MADE OF TI -4E ADEQUACY OF TI -4E EXISTING UNDAMAGED FRAMING MEMBERS. NO REVIEW OF THE LATERAL FORCE RESISTANCE OF THE EXISTING BUILDING 1-445 BEEN PERFORMED. MECHANICAL, ELECTRICAL AND PLUMBING WORK IS NOT INCLUDED WITH TI -415 PERMIT AND SHOULD BE FILED UNDER A SEPARATE PERMIT, IF REQUIRED. ARCHITECTURAL DETAILING•SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, WINDOWS, DOORS, INTERIOR FINISHES, ETC. I5 NOT INCLUDED IN THESE DRAWINGS. VICINITY MAP NO SCALE ASSESSOR'S No.: 0119000300 LEGAL rDESCR IPTION: ALLENTOWN ADD`> PLAT BLOCK: 2 PLAT LOT: 14-I5. EU ILO DATA: JURISDICTION: CODES: OCCUPANCY: STORIES: HEIGHT: SWEET SHEET 1 SHEET 2 SHEET 3 SHEET 4 REVIEWED FOR CODE COMPLIANCE APPROVED. AUG 042016 City of Tukwila BUILDI C. D(VMON CITY OF TUKWILA 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 WASHINGTON STATE RESIDENTIAL ENERGY CODE R-3 (SINGLE FAMILY) 2 16-2"± INDEX: PROJECT NARRATIVE, SITE PLAN, LEGAL DESCRIPTION AND NOTES MAIN FLOOR PLAN AND BASEMENT FLOOR PLAN MAIN FLOOR / PECK FRAMING PLAN, ROOF FRAMING PLAN BUILDING CROSS SECTION, SECTIONS STRUCTURAL NOTES: CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION, WITH THE STATE OF WASHINGTON AMENDMENTS. LIVE LOADS: ROOF SNOW LOAD FLOOR GUARDRAIL LOAD 25 PSF 40 PSF 200 lbs. - TOP OF GUARDRAIL NAILS: NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.10.1 IN THE IBC. ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: 104 3" x 0.131" DIA. 10d COMMON 3" x 0.148" DIA. LIGHT GAUGE FRAMING CONNECTORS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMP50N STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX/HDG GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM 4153 OR SDS SCREWS WITH DOUBLE BARRIER COATING. STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL 5E GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM GRADE: STUDS 4 COLUMNS WALL PLATES 4 SILLS JOISTS 4 RAFTERS HEADERS 4 FLUSH BEAMS BEAMS (4X 4 SMALLER) HEM -FIR +'2 Fc = 1,300 PSI OR STUD GRADE Fc = 800 PSI NEM -FIR *2 Pal 405 PSI HEM -FIR *1 Fb = 915 PSI OR *2 Fb = 850 PSI HEM -FIR *1 Fb = 915 PSI OR *2 Fb @ 850 PSI HEM -FIR *I Fb = 915 PSI OR 41 Fb = 850 PSI ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I GRADE C -D WITH A MIN. SPAN RATING OF 32/16 FOR ROOF AND 24/0 FOR WALLS OR USE ORIENTED STRAND BOARD, GRADE 2 -M -W. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. PARALLAM PSL (PARALLEL STRAND LUMBER): MANUFACTURED BY WEYERHAEUSER PSL BEAMS SHALL BE DOUGLAS FIR OR SOUTHERN PINE Fb=2900 PSI, GRADE 22E, AND BE IN ACCORDANCE WITH ICC -ES ESR -1381. RECEIVED CITY OF TUKWILA JUL 2 5 2016 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS TI -4E EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 1F' 0 0 z U -CO CN 0 o'- o,N Z C N0, cN v0 y ," co 035 0 C0 CO 0 N N 0 CO art d o 0, a) 0 U t/L Z Z Z 0- vgN d f- Q Z 1u 4 lazy) u0 a Na Lu i Job No. 16205.00 41 1 0 26'-2"t 13'—I"t 13'-1"t EXIST. MASONRY CHIMNEY REC. ROOM PROVIDE 1 I/2". HANDRAIL 34" t0 36" ABOVE STAIR NOSING DN UP LINE OF MAIN FLOOR ABOVE 7/22/2016 16205.wd.A2.0.dwg ENTRY HALL UP STORAGE EF BATH w EXIST. FURNACE TO REMAIN FURN. UTILITY 1 3/8" SOLID WOOD DOOR, SELF-CLOSING W/ WEATHER SEALING GASKETS Noy 000,1 /000 04uno t 1 oihy it YAM 41410 NA 1 TOA PROVIDE THERMAL INSULATION BETWEEN GARAGE AND RESIDENCE, SHOWN (munm ) GARAGE PROVIDE 1/2" TYPE 'X' GWB ON WALLS, SHOWN ( 24'-8"t REMOVE AND REPLACE PORTIONS OF CEILING, FLOOR AND WALL FINISHES AS REQUIRED. INSTALL NEW FINISHES IN GARAGE AS SHOWN ON BASEMENT FLOOR PLAN. BASEMENT FLOOR PLAN ID SCALE: 1/4" = I'-0" _J EXIST. WINDOW, TYP. 11 PROVIDE THERMAL INSULATION AND 5/8" TYPE 'X' GWB ON CEILING SEPARATING GARAGE FROM LIVING SPACE ABOVE 4 LEGEND: EF RH OUTLINE OF DECK ABOVE EXISTING WOOD FRAME WALL SMOKE DETECTOR, REFERENCE FIRE PROTECTION NOTES ON SHEET I CARBON MONOXIDE DETECTOR, REFERENCE FIRE PROTECTION NOTES ON SHEET 1 EXHAUST FAN, REFERENCE BUILDING ENVELOPE SPECIFICATIONS ON SHEET I PROVIDE A NEW RANGE HOOD, REFERENCE BUILDING ENVELOPE SPECIFICATIONS ON 51—IEET I EXISTING HOT WATER HEATER 41 N N 26'-2"t 13'-1"t 13'-1"t 9'-0" LEAN-TO ROOF (BELOW NO DAMAGE) EXIST. MASONRY I CHIMNEY LIVING ROOM EXIST. HALF—HEIGHT WALL DN BEDROOM 1 SD 5EDROOM 2 J a PINING ROOM X NEW POST IN WALL, REF. STRUCT. KITCHEN RI -4 :J BATH O EF SD EF MASTER PATH MASTER BEDROOM REMOVE AND REPLACE MOST OF CEILING FINISHES. REMOVE AND REPLACE PORTIONS OF FLOOR AND WALL FINISHES AS REQUIRED IN KITCHEN AND DINING ROOM. MAI07‘N FLOOR PLAN! SCALE: 1/4" = 1'-0" PECK II 4 EXIST. WINDOW, TYP. tLIr �2OL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 042016 City of Tukwila BUILDING M lSl° RECEIVED CITY OF TUKWILA JUL 2 5 2016 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGI-It 2016 N 0 v C 0 N d z Designed C. JUENKE cz p U Checked KJ$. 0 PI —I 8' N Approved Engineering Telephone: Technologies Facsimile: Nationwide: CL lliZ 11.1 a(-15 , -4 NILI kli 111 2 w Q) Job No. 16205.00 O 4, 7/22/2016 16205.wd.A3.0.dwg CD 26'-2"± 9'-0"t 13'-1"t 13'-1"t 3'0"t 4'-0"t 2'-0"t ////iii/ / SIM 6 4 DECK TENSION TIE, TYP. (4) PLACES x 5 4 SISTER 2x10 ALONG SIDE OF CUT 4x FLOOR JOIST, ATTACH W/ 10d NAILS AT 6" O.C. POSTS ABOVE QO .'b 5 4 6 4 MAIN FLOOR / DECK eN FR,4M f NCS PLAN (BASEMENT WALLS SHOWN) SCALE: 1/4" = 1'-0" 0 - 2 4 0 dJ EXIST. P.T. 4x POST, TYP. 2x TREATED SPACED DECKING, SHOWN 1 P.T. 2x8 DECK JOISTS AT 16" O.C. EXIST. HEADER, I TYP. 4 I 1 EXIST. DECK BRACES TO REMAIN, MODIFY AS REQ'D, TYP. 3 4 11 4 AT PICKETS 26'-2"t 13'-1"t 13'-1"t EXIST. 4x BEAM / LEAN-TO ROOF (BELOW NO DAMAGE) 4 4x10 ROOF BEAM 3'-0"t EAVE MATCH EXIST. 10 4 to 4 EXIST. 2x CEILING JOISTS TO REMAIN EXIST. 4x BEAM FIELD VERIFY MIN. EXIST. (2) 2x4 POST (2) 2x4 POST 2x6 CEILING ,11111 6 .. 06. 4x12 ROOF BEAM 4 O PECK BELOW r N N EXIST. 4x BEAM 4x12 ROOF BEAM =XIST. 4x BEAM .1111111111111111. EXIST. 4x BEAM 0 4 EXIST. 4x BEAM EXIS . 2x CEILING JOIST- TO REMAI EXIST. 4x BEAM ROOF FRAMING -'LAN qA (MAIN FLOOR WALLS SHOWN) SCALE: 1/4" = I'-0" 11 4 ROOF SHEATHING TO 5E REMOVED AND REPLACED, SHOUN I I PROVIDE 2x4 CRIPPLE STUDS AT 16" O.C. BELOW BEAM REVIEWED FOR CODE COMPLIANCE APPROVED AUG 042016 CtycATuivita BUILDING DMSIow RECEIVED CITY OF TUKWILA JUL 2 5 2016 PERMIT CENTER bL(ir ornzob ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 0 0 0 0 z o� p 301 U O a 1 N 0N O fD N N (NA CO CO 0 N <V CO cry 2E0. = v tw 0 cn cr Z . p'4) � W V q 0 4:44 (14 C� 0 W V t 00 Uu a W. 0(1_ A- Z i".4 u_ ot 0o_ iluzuj d) .4"4 Na LU a it 0_ a d _J 3 4) Job No. 16205.00 SPACED DECKING PER PLAN P.T. 2x DECK JOIST PER PLAN P.T. 2x BLOCKING' P.T. 4x BEAM PER PLAN W/ SIMPSON PC4Z POST CAPS EXIST. 2x EXTERIOR WALL EXIST. 2x RIM I JOIST 1 1/2" MIN. 1 1/2" MIN. 12x6 TOP RAIL SIMPSON A34 CLIP ONE SIDE OF POST (A34 CLIP EA. SIDE OF POST 4T SPLICES IN TOP RAIL). SIMPSON DTT2Z-SDS2.5 4x4 POST AT S'-0" O.C. MAX. SPACING 3/16"x2"4, STEEL PLATE WASHER TOP OF DECK /= I/2"+ THRU-BOLTS 3/16" x 2"4' STEEL PLATE WASHERS P.T. RIM JOIST SIMPSON 1-12.5AZ CLIP CUT EXIST. 4x POST AS REQ'D FOR NEW DECK BEAM HEIGHT PERPENDICULAR TO JOISTS SECT I ON 1 SCALE: 3/4" _ '-0" P.T. 2x LEDGER PER PLAN. ATTACH TO EXIST. RIM JOIST UJ/ 1/4". x 4 1/2" LONG SIMPSON SDS SCREWS At 12" O.C. STAGGERED. ATTACH DIRECTLY THROUGH WALL SHEATHING TO EXIST. RIM JOIST SIMPSON LUS2SZ HANGER SPACED DECKING 3" MIN. ROOF SHEATHING AND PANEL EDGE NAILING PER STRUCTURAL NOTES SIMPSON 435 ANGLES AT 32" O.C. i I/2" MIN. 2" MIN. SECTION 1 1/2" MIN. P.T. 2x DECK JOIST PER PLAN SIMPSON DTTZI TENSION TIE WITH SIMPSON SDWH SCREW, EMBED IN TOP PLACE 3" MIN. SCALE: 1 1/2" = 1'-0" 2x BLOCKING WITH SCREENED VENT HOLES AS REQ'D FASCIA BOARD, MATCH EXISt. 2x ROOF JOIST PER PLAN SIMPSON H2.54 TIE AT EA. ROOF JOIST 2x CEILING JOIST PER PLAN SIMPSON LTP4 PLATE AT 32" O.C. EXIST. WOOD FRAMED WALL 7/22/2016 16205.wd.A4.0.dwg SOFFIT WITH SCREENED VENT AS REQ'D 4x BEAM PER PLAN EXTERIOR WALL SHEATHING TO REMAIN MATCH EXIST. SECTION 453 SCALE: 1 1/2" = I'-0" SPACED DECKING PER PLAN 3/16" x 2"0 STEEL PLATE WASHER P.T. 2x DECK JOISTS PER PLAN SIMPSON DTT2Z-SDS2.5 1 P.T. 2x BLOCKING I >� II EXIST. 4x FLOOR' JOIST BEYOND ROOF SHEATHING AND PANEL EDGE NAILING PER STRUCTURAL NOTES SIMPSON I-12.54 TIE EA. INTERIOR ROOF JOIST ff (2) 2x CRIPPLE STUD BELOW BEAM SIMPSON 435 ANGLES AT 32" O.C. SIMPSON DTT2Z CONNECTOR, TYP. P.T. 2x DECK JOISTS 4x POST P.T. 2x DECK EDGE JOIST PARALLEL TO JOISTS SECTION 2 SCALE: 3/4" = 1'-0" 3/16 "x2"4' STEEL PLATE WASHERS 1/2". THRU-BOLTS, TYP. 3/16 "x2"4' STEEL PLATE WASHERS NOTE: REFERENCE SECTION FOR ADDITIONAL INFORMATION NOT SHOWN EXIST. WOOD FRAMED INTERIOR WALL (EXTERIOR WALL At SIM SECTION) REMOVE AND REPLACE 2x BLOCKING AS REQ'D (EXIST. 2x RIM JOIST AT SIM SECTION) 1(2) SIMPSON 434 ANGLES EXIST. DECKING \-15 1/4"x PSL PER PLAN tiI (4) 2x POSTE P R PLAN SECTION SCALE: 1 1/2" = 1'-0" pf-12x ROOF JOIST PER PLAN f/! EXIST. 4x ROOF BEAM, CUT AND REMOVE END AS REQ'D PLAN VIEW SECTION 4-4 SCALE: 3/4" = 1'-0" 4x POST (4) 10d NAILS, EA. END OF 2x BLOCKING 1 P.T. 2x BLOCKING P.T. 2x DECK EDGE JOIST 4x ROOF BEAM PER PLAN EXIST. 2x CEILING JOIST EXIST. (2) 2x CEILING BEAM BEYOND FIELD VERIFY EXIST. (2) 2x4 POST BELOW CEILING BEAM ATTACH EXTERIOR 2x ROOF JOISTS TO 4x BEAM WITH SIMPSON 1-1GAI0 ANGLE, EACH JOIST 2x CRIPPLE WALL I AT 16" O.C. FASCIA BOARD TO MATCH EXIST. 2x CEILING JOIST, PER PLAN SECTION 1 4x BEAM PER PLAN SCALE: 1 1/2" = 1'-0" EXTERIOR WALL SHEATHING AND PANEL EDGE NAILING PER STRUCTURAL NOTES 2x BLOCKING EXTERIOR WALL SHEATHING TO REMAIN PROVIDE METAL FLASHING TO PROTECT EXPOSED END OF ROOF BEAM FROM WEATHER r r SECTION 1 SCALE: 1 1/2" = 1'-0" 2x CEILING JOIST PER PLAN (2) 2x POST PER PLAN W/ SIMPSON PC4Z CAP AND SIMPSON BC40 BASE RCOF SHEATHING 4ND PANEL EDGE NAILING PER STRUCTURAL NOTES EXIST. 2x ROOF JOIST TO REMAIN EXIST. 2x CEILING JOIST EXIST. (2) 2x CEILING BEAM SIMPSON LUS26Z HANGER 2x CEILING JOIST PER PLAN SECTION 10 SCALE: 3/4" = 1'-0" _moi►--� ► •I ►�I 'MI, 2x6 TOP RAIL W/ (2) 10d FINISH NAILS AT 12" O.C. 1x4. ATTACH TO POSTS W/ (2) 10d TOENAILS 2x2 PICKETS At 5" O.C. MAX. SPACING TOP OF DECK PICKET ,4SSEME3L Y SECTION 3 SCALE: 3/4" = 1'-0" P.T. 2x RIM JOIST TREATED SPACED DECKING PER PLAN P.T. 2x DECK JOIST PER PLAN 10 R-49 ATTIC INSULATION 2x ROOF JOIST PER PLAN P.T. 2x RIM JOIST TYP. SIMPSON DTT2Z. OFFSET I BOLTS AS REQ'D 4x GUARDRAIL POST TYP. EXIST. EXTERIOR WALL W/ FINISHES TO REMAIN E)()l)MEM EXIST. 2x CEILING JOISTS TO REMAIN LIVING ROOM N EXIST. 4x FLOOR JOISTS R-15 WALL INSULATION i q1t 2x CEILING JOISTS PER PLAN EXIST. (2) 2x CEILING BEAM PINING ROOM N PSL BEAM PER PLAN 2x SISTER PER PLAN REC. ROOM SECTION 4 SCALE: 1 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 042016 City of Tukwila BUILDING DIVISION RIDGE (MATCH ROOF EXIST.) SPACED DECKING PER PLAN ii-iii,,-iii,,-iii,,-1II-iii-iii-1II7.1711_71___;--,-,___7_771 iiiiiIr„In-i1 I7.1I I 1-1 I I=I1I Iii, -III -II R -I5 INSULATION COMPRESSED INTO 2x FLAT CAVITY EXIST. CONC. FOUNDATION 3 MAIN FLOOR P.T. 2x DECK JOISTS PER PLAN P.T. 4x BEAM PER PLAN 44 r EXIST. P.T. 4x POST, CUT POSTS AS REQ'D FOR NEW DECK JOIST HEIGHT BASEMENT I I -Iii -iii -iii -i n -Iii -i n—I 1=1 1=1 1=III=I I= 1 E3UII..D INCA CROSS-SECTION SCALE: 1/4” = I'-0" 11 RECEIVED CITY OF TUKWILA JUL 2 5 2016 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 d O 0 0 z c 2 U V gi U NCV CO rrr� 000. N NCO eto 0 , oeF4 .,c.), ci) ti ,0•,...i co o,..., P CO.:704 f, Cli WI) C~ 0 W a t 0� U tu 30100 4 w Job No. 16205.00