Loading...
HomeMy WebLinkAboutPermit D16-0301 - PARK AVE APARTMENTS - FIRE DAMAGED REPAIRPARK AVE APARTMENTS 3440 S 146T" ST BLDG B D16-0301 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.eov DEVELOPMENT PERMIT 0040000327 Permit Number: D16-0301 3440 S 146TH ST BLDG B PARK AVE APARTMENTS Issue Date: 11/23/2016 Permit Expires On: 5/22/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PARK AVE APARTMENTS LLC 20400 92ND AVE S , KENT, WA, 98031 CHRIS BACUS Phone: (206) 281-7500 1700 WESFLAKE AVE N - SUITE 100 , SEATTLE, WA, 98109 ACCLAIM PLUMBING & DRAIN INC. Phone: (253) 852-8626 626 S 312TH ST, FEDERAL WAY, WA, 98003 ACCLAPD04216 Expiration Date: 1/5/2017 EAGLE WEST INSURANCE CO 2300 GARDEN RD , MONTERAY, CA, 93940 DESCRIPTION OF WORK: REPAIR OF FIRE DAMAGED FLOOR, ROOF AND WALL FRAMING 4 ADJACENT APARTMENT UNITS ON 2 FLOOR LEVELS. ALL INTERIOR FINISHES ARE REMOVED AND WILL BE REPLACED. REAR WALL MARBLECRETE EXTERIOR STUCCO WILL BE REPLACED ON ALL 4 UNITES. ROOFING WILL BE REPLACED OVER BOTH UNIT STACKS. EXTERIOR WALL, FLOOR AND ROOF INSULATION WILL BE REPLACED WITH NEW FIBERGLASS BATTS TO PROVIDE THE MAXIMUM R VALUE FOR EACH EIXSTING FRAMING CAAVITY SIZE. Project Valuation: $384,210.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $6,692.48 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW 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: Aik ik Date: !) *s ll0 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:__ ee l Print Name: C -x+ C Ji �h This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: /1-2--- I L 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: All wood to remain in placed concrete shall be treated wood. 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: 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 0606 GLAZING LATH & GYPSUM 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 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://www.TukwilaWA.gov Building Permit No. bi ltr.' frO1 Project No. Date Application Accepted: 11 1!! Date Application Expires: %� //-7 7 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3440 South 146th Street King Co Assessor's Tax No.: 004000-0327 Suite Number: Floor: 1 and 2 Tenant Name: PROPERTY OWNER Name: Chris Bacus - Pacific Engineering Tech. Name: Park Ave Apartments LLC City: Seattle State: WA Zip: 98109 Address: 20400 92nd Ave S Email: cbacus@pacengtech.com City: Kent, State: WA Zip: 98031 CONTACT PERSON — person receiving all project communication Name: Chris Bacus - Pacific Engineering Tech. Address: 1700 Westlake Ave N City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: Email: cbacus@pacengtech.com GENERAL CONTRACTOR INFORMATION Company Name: Acclaim Plumbing&Drain - Gurmeet Address: 626 S. 312th St. City: Federal Way State: WA Zip: 98003 Phone: (206) 391-7284 Fax: Contr Reg No.: ACCLAPDO42J6 Exp Date: 01/05/2017 Tukwila Business License No.: H:\Applicalions\Forms-Applications On Line \2011 Applications\Permit Application Revised - S -9-I I .docx Revised: August 2011 bh New Tenant: ❑ Yes O..No ARCHITECT OF RECORD Company Name: Pacific Engineering Technologies Architect Name: Nathan Fritz Address: 1700 Westlake Ave N City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: Email: nathan@pacengtech.com ENGINEER OF RECORD Company Name: Pacific Engineering Technologies Engineer Name: Mark Schaefer Address: 1700 Westlake Ave. N., #100 City: Seattle State: WA Zip: 98109 Phone: (206) 281-7500 Fax: (206) 281-4611 Email: mas@pacengtech.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: a /e wco g �-�tg SCiPGllrt✓c,2, Address: •; ©0 Gictdeli 06,Q, City: ivoii-i-ekraY State: „..A Zip:" /� / ?,9f C Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 384,210 Existing Building Valuation: $ 1,325,700 Describe the scope of work (please provide detailed information): Repair of fire damaged floor, roof, and wall framing in 4 adjacent apartment units on two floor levels. All interior finishes are removed and will be replaced. Rear wall marblecrete exterior stucco will be replaced on all 4 units. Roofing will be replaced over both unit stacks. Exterior wall, floor, and roof insulation will be replaced with new fiberglass batts to provide the maximum R value for each existing framing cavity size. 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): 26,533 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: 51 Compact: Handicap: Will there be a change in use? ❑ Yes Q No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s' Floor 5,950 1,013 rd Floor 5,950 1,013 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 26,533 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: 51 Compact: Handicap: Will there be a change in use? ❑ Yes Q No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Repair limited fire damage to wood wall roof, and floor framing members and install all new finishes and fixtures in two apartments on the 1st floor level and 2 apartments on the 2nd floor level. Replace exterior stucco wall cladding on the rear wall where fire damaged framing is located. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District VI ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate O .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements O ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report O .. Maintenance Agreement(s) ❑...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 O .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 77 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding O ...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 ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...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 H1Applications\Fomts-Applications On Line \201 I ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of4 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 Perniit 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: �' Date: 11/03/2016 Print Name: Chris Bacus Day Telephone: (206) 281-7500 Mailing Address: 1700 Westlake Ave N, suite 100 Seattle WA 98109 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $67.83 D16-0301 Address: 3440 S 146TH ST BLDG B Apn: 0040000327 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R10963 R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Wednesday, March 01, 2017 Paid By: PARK AVENUE APARTMENTS Pay Method: CHECK 6548 Printed: Wednesday, March 01, 2017 1:27 PM 1 of 1 CRSYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,600.00 D16-0301 Address: 3440 S 146TH ST BLDG B Apn: 0040000327 $2,600.00 DEVELOPMENT $2,600.00 PERMIT FEE PLAN CHECK FEE TOTAL. FEES PAID BY RECEIPT: R9811 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $42.83 $2,557.17 $2,600.00 Date Paid: Monday, November 07, 2016 Paid By: ACCLAIM Pay Method: CHECK 3999 Printed: Monday, November 07, 2016 9:01 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $4,092.48 D16-0301 Address: 3440 S 146TH ST BLDG B Apn: 0040000327 $4,092.48 DEVELOPMENT $3,895.77 PERMIT FEE R000.322.100.00.00 0.00 $3,891.27 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $196.71 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9918 R000.322.900.04.00 0.00 $196.71 $4,092.48 Date Paid: Wednesday, November 23, 2016 Paid By: ACCLAIM PLUMBING & DRAIN INC. Pay Method: CHECK 4014 Printed: Wednesday, November 23, 2016 1:20 PM 1 of 1 rPWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P ecct: 1 1'r..IL - A Pi S T pe of Inspection: i u it -wider A% -- Address: S J4ini STS Date Called: ,3'/4/c Special Instructions:&:,,tep,e) Date Wante : / 17 a.m. Request 9%' r: Phone No: 2C e- sq/ —7271/ 0 Approved per applicable codes. LJ Corrections required prior to approval COMMENTS: esK - 19UI L.DfNcs- Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit tl(s - 6ao PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: PAr2( 4 Type of Inspection: VA U.. 5) a/ s/ R Address: y0 s ) lo 7/-1 s-- Date Called: Special Instructions: rb47 Date Wanted: I-7 3/3/ ,m a. p.m. Requester: Phone No: 20 - `N 1 - ?2.7q ® Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector/ Date: 3317 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 IN TION 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 - 0301 P ect: ff—Aex A16 APn Type of Inspection: 1T+ S' &JPS Address: 341y0 5 /4I6171 St— rSpecial Date Called: SpecialInstructions: (Rize.„ p lX- C� Date Wanted: j�3 17 a.m. p.rn. Requester: Phone No: XApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b/6-0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ‘se P ect: VkleK Aprs Type of Inspection: 62A Zaf6- Address: 3411/0 s ,, sr Date Called: Special Instructions: �t�a Date Wanted: 33 7 •-per,. Requester: Phone No: 26 - Kai - 727/4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 1 l ' VY' 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bilk- Ole? 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ect: )J/104 -Aire Hers Type f Inspection: 61A2/ & Address: 34/0S/Li61 Sr - Date Called: Special Instructions: I "� ll� Date Wanted: '3 z / 7p.m. a. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ab ,mss fz-t2 Suztet-c/66- IATSPri"77cil Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit tv6 -030 ) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 cot - Pr 'ect: PA , ( Aers Type ofInspection: 11,417'1 0/ C '/P5c'»i Address: '31/1l0 S Ail T1► S-3— Date Called: Special Instructions: Date Want yz//7 a.m. Request Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Al2 Accs re;"".,e_ buspirertei) 126 cii ebcit.t. Inspector: 4r) 41,1 Date: 3 lz REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit fills/ -d Sol PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: pAi k ' ?� Type of Inspection: 1 ilLL sl-%�!9/A /91i' a ,/ Address: 31 -NO S 1yl I S.7--- Date Called: Special Instructions: _ �� Date Wante )/// ,7m. Requester: Phone No: 2 ' 34i / - % z79 ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: /filo Acics-c foe A.15(16cpc,1 126 Sthfeetf sePi�.�l Al Inspector: 4DA- Date: Oh 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ile -036/ Project: 139K1 < i. fP/%,QT/n Type of Inspection: /4'r L— /NSV L I1 Ti a.A' Address: 39ittt, .S'; i LJ JQ-1# f Date Called: Special Instructions: 13Lb�7- Date Wanted: Z -/3-i7 a p.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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 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: MAR /We, N -p7 5, Type of Inspection: s- /fboR //VSOLi 77 P Address: 3‘,V3‘,VO S, Nem 577 Date Call d: Special Instructions: 2 8 Date Wanted: 2 /3--17 a.m. mss Requester: Phone No: 206-'q'/_ 727q Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: X3-17 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 P14.- 030/ Project: ,%)C064/4 /1-Pi9R r Type of Ins�pection: ,RDOF/L'C/LJI yc. /%►&L'1 ->9-776.N Address:5-7-7 3iybSl �„ ��%y 5 Date C`aIIed: Special Instructions: 26_ 5 Date Wanted: —/3-17 a.m. Requester: Phone No: 206-- "SW -'7z7q Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: ,9 -13 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bib -01 0 1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P ct: PAtiZ4 Ave- AI Type o spection: tmlAZ- Address: 3'/4'0 JIM 771 s-- Date Called: Special Instructions: ;7 �� s,7 f.3 1� Date Wanted: J, 7p.m. m Requester: Phon2c(-?v7/ -7Z7' Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: 0 Date: .2.-7-/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'bi6- -0101 Pr ct: 14+Z: , ArTs Typ nspection: eArt1Akr Address: 34/410 s )/16774 5 ( Date Called: XH,4 - f J Special Instructions: �Lb�- Q Date Wanted: Want) d: �y� rj l % a.m._ p.m. Requester: ZO r 5 tU"M �1 L j i6 r- Phone No: 216. 'NI 72144 Approved per applicable codes. ECorrections required prior to approval. COMMENTS: 1) eAt- qiet1417— O I XH,4 - f J ry2Wa L6 _Pageta /r� 4PP A'L 3��� feat., 1 121) 3 561AL Aru_ &len' ? Ptiffrnehuk- Eir2•19-771916 ZO r 5 tU"M �1 L j i6 r- i''V - qq /1 IC a tib --)( -A RE t T RATE c / �' ✓ �7z) Inspector: Awl Date: I /07 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pict: (f K , /I � Type of Inspection: %ACLS giiV d!� f Address: .3111/0 S/46114 --r-- Date Called: Special Instructions: Date Wanted: i a.m. Requester: Phone No: %z -sgfi 1274 0 Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: (.4J•ectu;b Inspector: 1 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 INS' 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 Pk o3OII Pr ct: a A Aers Tyne of Inspection: F sI-164-riV Address:Date 31-1210S 46 7741 57 --- Called: Special Instructions: alio._ a IJP Date Wante : i /e , 7 p.m. Request Phone No: Approved per applicable codes. `J Corrections required prior to approval. COMMENTS: lnspector:A 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 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 P ct: ^T -tikm APNI�i aTy e of Inspection: !! Q fg'iiut nk Address: 3Lf g0 S i#d 51' Date Called: Special Instructions: tiA)e.s 3 Date Wanted C / %,// 7 p.m. Requeste : Phone No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: Date/ho7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pacific Engineering Technologies 14> FC Park Avenue Apartments Fire Damage Repair 3440 South 146th Street Tukwila, Washington Job No.: 16098.00 Calculations 7 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 7 2016 PERMIT CENTEN DI IO3O1 Project No: 1(, 04b Date: I i/ t O e Sheet Of: Project Name• f N�- "41/4241.4‘,A_ `ES Comp. By: PtICS Chk. By: Contents: C4 -'r1 L t, ' Cot * Su sal! Aov4-v'4 Pacific Engineering Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: 12061281-7500 0 Facsimile:12061281-4611 180001821:7300 i r /;s rrr-u .5-44 st one 49 3 j24Pv- goof- -4.4 -To i 1 $ 10,- 4 C(hj4. J i- SO r - G= -- i ! 1 1' amu,.. ..,, u•--AlS1 - (at�►o'1r'it f t 0 12. i ef Al ¢S_ Cr ) i _" i- ,';ivaLLX 1 I `TL`S v'- s- rr i4,1 J;l c r i 57 .4-k 4 - 1 1 00 tO 64A•ki 3 9I 41' ,S')'u1b B ,►C,( ,4, j AA} -1 jli 4i D1, uc G AA0/34P' r i i ' i + , M 1 i 1 i 1[,tNC;a II +-1! i j I � • i 1 j ( I to f a 44z?; / tl1 r't :.` A if !'Y"t i C i// 1 1 l 1 i ° i : 1 a� 1 i I s i = ; 1 } 1 1 , I .1— i st I1 1r 1 141I 1 i ; i i ; ; 1 1 1 -t- -,- T-----1 _-1 _- --- -1 � -1 i - I -1-- ' i i• 1 i i ' 4 -. L ii 1 a i 1700 Westlake Ave N, Suite 100 Seattle WA 98109 A: 206.281.7500 www.pacengtech com Comp By: 11'VtS / Check By: Contents: C%'t ► `"7'Y 6W4 {7 14/0- Pacific Engineering Technologies 1700 Westlake Ave N, Suite 100 Seattle WA 98109 P: 206.281.7500 www.pacengtech.com Project No: Date: Project Name: 1:764. Ajs`e. Comp By: Contents: Sheet: of IroJect No: /6004 Date: 7 2c( 4 Sheet 0f Project Name://44thit. Al' 71 Comp. By: Chk.By: 1700 Westlake Avenue North - Suite 100 Seattle, Washington 98109-6212 Telephone: [206) 281-7500 Facsimile: [206] 281-4611 Contents: [800) 621-7300 I S 7 • 0 Z. Pacific Engineering Technologies / 7 11 id 4,I7,tc-t, 3 3 • • ! . 1 3 r , 3 , , , 3,, "3 • 1 ; • i , 3 , ; 3 . 3 ! ! I ! 4. i. -E 1, . ! ; , , 3 3 i , 3 ! 3 3 . , : ) 3 ; , t , 3 i , 1 ' • ; f 1 3 3 , 1 , I . I , 3 1 3 I! 3 I 3 1 3 3 3 3 3 1 3 I 1 3 .3 . 3 1 , 3 3 3 3 3 . , 3 I 3 3 3 I i 3 3 3 ! 3 3 3 Pacific Engineering Technologies 700 Westlake Ave N, Suite 100 Seattle WA 98109 P: 206.281.7500 www.pacengtech.com Park Ave Apartments 16098 Member Identification Timber Species: Service conditions: Timber Properties Fb x -x Fb y -y Ft Fv Fc E Emin 1,000 1,000 675 180 1,500 1,700,000 620,000 Member is single adjust size True dimensions Height l u x -x lu y -y Le*d = Le/d = Floor joist Doug Fir Larch Dry service psi psi psi psi psi psi psi Cm 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 by in 1.50 in 17.50 ft 17.50 ft Ke x -x = 0.00 ft Ke y -y = 2.06 x lu y -y *d = 0 18.67 Member Service Loads Dead Axial Ib Mx -x 460 ft -Ib My -y ft -Ib V Ib LDF 0.90 RB F*b FbE1 CL F*c FCE1 FCE2 Cp 10.00 900 7,440 1.00 1,350 1,463 9,999 0.72 Ct 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Timber Beam -Column Design NDS 2012 Edition Grade is No. 1 Temperature up to 100 deg F CF 1.00 1.00 1.00 1.00 Pacific Engineering - Technologies - Simple Span Sawn Lumber 2" to 4" wide Cfu Ci Cr Adjusted Properties 1.00 1.00 F*b x -x = 1,000 psi 1.20 1.00 1.00 F*b y -y = 1,200 psi - 1.00 Ft = 675 psi - 1.00 Fv = 180 psi 1.00 F*c = 1,500 psi 1.00 E' = 1,700,000 psi 1.00 E'min = 620,000 psi 12 nominal in Area = 11.25 in S x -x = S y -y = 1.00 1.00 -> le 1/d = -> le 2/d for major axis bending for compression Live Snow Ib 1,850 ft -Ib ft -Ib ft -Ib ft -Ib Ib 840 Ib 1.00 1.15 10.00 10.00 1,000 1,150 7,440 7,440 1.00 1.00 1,500 1,725 1,463 1,463 9,999 9,999 0.68 0.63 Load Case D+L D+0.75(L+S) D+0.75(L+W1) D+0.75(L+W2) D+0.75(L+W 1+S) D+0.75(L+W2+S) D+0.75(L+S+E) 0.6D-.6*W2 0.6D -.7E Axial 0 0 0 0 0 0 0 0 0 Mx -x 2,310 1847.5 1847.5 1847.5 1847.5 1847.5 1847.5 276 276 My -y 0 0 0 0 0 0 0 0 0 V 0 630 0 0 630 630 630 0 0 16.88 in2 31.64 in3 4.22 in3 18.67 1.00 Winds Wind2 Ib ft -Ib ft -Ib Ib 1.60 10.00 1,600 7,440 1.00 2,400 1,463 9,999 0.51 Ib ft -lb ft -Ib Ib 1.60 10.00 1,600 7,440 1.00 2,400 1,463 9,999 0.51 Analysis Results fc fb x -x fb y -y fv F'c/Ft 0 876 0 0 675 0 701 0 56 776 0 701 0 0 1080 0 701 0 0 1080 0 701 0 56 1080 O 701 0 56 1080 0 701 0 56 1080 O 105 0 0 1080 0 105 0 0 1080 y 1.50" Ln N y E/1.4 Ib ft -Ib ft -Ib Ib 1.60 10.00 1,600 7,440 1.00 2,400 1,463 9,999 0.51 NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.71 NDS 3.71 NDS 3.71 NDS 3.71 Fib x -x 1000 1150 1600 1600 1600 1600 1600 1600 1600 Fib y -y 1200 1380 1920 1920 1920 1920 1920 1920 1920 F'v 180 207 288 288 288 288 288 288 288 Inter- action 0.88 0.61 0.44 0.44 0.44 0.44 0.44 0.07 0.07 printed 7/27/201610:47 AM Park Ave Apartments 16098 Member Identification Timber Species: Service conditions: Timber Properties Fb x -x Fb y -y Ft Fv Fc E Emin 975 psi 975 psi 625 psi 150 psi 1,350 psi 1,500,000 psi 550,000 psi Member is single adjust size True dimensions Height 17.50 ft lux -x 17.50 ft Iu y -y 0.00 ft Le*d = 2.06 x Iu y -y *d = Le/d = Member Service Loads Dead Axial Ib Mx -x 510 ft -Ib My -y ft -Ib v Ib LDF 0.90 RB 10.00 F*b 1,009 FbE1 6,600 CL 1.00 F*c 1,215 FcE1 1,297 FCE2 9,999 Cp 0.71 Floor joist Hem -Fir Dry service Timber Beam -Column Design NDS 2012 Edition Grade is No. 1 Temperature up to 100 deg F Cm Ct CF Cfu Ci 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.20 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 2 by in 1.50 in Ke x -x = Ke y -y = 0 18.67 12 nominal in Area = 11.25 in S x -x = S y -y = 16.88 in2 31.64 in3 4.22 in3 1.00 -> le i/d = 18.67 1.00 -> le 2/d = 1.00 for major axis bending for compression Live Snow Windi Ib 2,036 ft -Ib ft -Ib ft -Ib ft -Ib Ib 840 Ib 1.15 1.15 10.00 1,289 6,600 1.00 1,553 1,297 9,999 0.63 1.60 10.00 10.00 1,289 1,794 6,600 6,600 1.00 1.00 1,553 2,160 1,297 1,297 9,999 9,999 0.63 0.50 Analysis Results Load Case Axial Mx -x My -y V fc D+L 0 2,546 0 0 0 D+0.75(L+S) 0 2037 0 630 0 773 D+0.75(L+W1) 0 2037 0 0 0 773 D+0.75(L+W2) 0 2037 0 0 0 773 D+0.75(L+W1+S) 0 2037 0 630 0 773 D+0.75(L+W2+S) 0 2037 0 630 0 773 D+0.75(L+S+E) 0 2037 0 630 0 773 0.6D-.6*W2 0 306 0 0 0 116 0.6D -.7E 0 306 0 0 0 116 Ib ft -Ib ft -Ib Ib Wind2 1.60 10.00 1,794 6,600 1.00 2,160 1,297 9,999 0.50 Ib ft -Ib ft -Ib Ib Pacific Engineering - Technologies - Simple Span Sawn Lumber 2" to 4" wide Adjusted Properties F*b x -x = F*b y -y = Ft = Fv = F*c = E' = E'min = y 1,121 1,346 625 150 1,350 1,500,000 550,000 1.50" E/1.4 Ib ft -Ib ft -Ib Ib 1.60 10.00 1,794 6,600 1.00 2,160 1,297 9,999 0.50 y NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.71 NDS 3.71 NDS 3.71 NDS 3.71 fb x -x fb y -y fv F'c/Ft 966 0 0 719 0 56 719 0 0 1000 0 0 1000 0 56 1000 0 56 1000 0 56 1000 0 0 1000 0 0 1000 Fib x -x 1289 1289 1794 1794 1794 1794 1794 1794 1794 F'b y -y 1547 1547 2153 2153 2153 2153 2153 2153 2153 psi psi psi psi psi psi psi Inter- F'v action 173 I 0.75 173 0.60 240 0.43 240 0.43 240 0.43 240 0.43 240 0.43 240 0.06 240 0.06 printed 7/7/201610:28 AM ti Park Ave Apartments 16098 Member Identification Timber Species: Service conditions: Roof joist Doug Fir Larch Dry service Timber Beam -Column Design NDS 2012 Edition Grade is No. 1 Temperature up to 100 deg F Pacific Engineering - Technologies - Simple Span Sawn Lumber 2" to 4" wide Timber Properties Cm Ct Cr Cfu Ci Cr Adjusted Properties Fb x -x 1,000 psi 1.00 1.0 1.10 1.00 1.00 F*b x -x = 1,100 psi Fb y -y 1,000 psi 1.00 1.0 1.10 1.20 1.00 1.00 F*b y -y = 1,320 psi Ft 675 psi 1.00 1.0 1.10 1.00 Ft = 743 psi Fv 180 psi 1.00 1.0 1.00 Fv = 180 psi Fc 1,500 psi 1.00 1.0 1.00 1.00 F*c = 1,500 psi E 1,700,000 psi 1.00 1.0 1.00 E' = 1,700,000 psi Emin 620,000 psi 1.00 1.0 1.00 - E'min = 620,000 psi Member is single 2 by 10 nominal adjust size in in Area = 13.88 int True dimensions 1.50 in 9.25 in S x -x = 21.39 in3 Sy -y= 3.47 in3 Height 16.80 ft Iu x -x 16.80 ft I u y -y 0.00 ft Le*d = 2.06 x Iu y -y *d = Le/d = Ke x -x = Ke y -y = 1.00 1.00 -> le 1/d = -> le 2/d = 0 for major axis bending 21.79 for compression Member Service Loads Dead Live Snow Axial Ib Ib Mx -x 460 ft -Ib ft -Ib 1,850 ft -Ib My -y ft -Ib ft -Ib ft -Ib v Ib Ib 8401b LDF 0.90 1.00 1.15 Windl 21.79 1.00 Ib ft -Ib ft -Ib Ib 1.60 Windt 1.60 y 1.50" D-1 N 01 E/1.4 Ib Ib ft -Ib ft -Ib ft -Ib ft -Ib Ib Ib 1.60 Y RB 10.00 10.00 10.00 10.00 10.00 10.00 NDS 3.3 F*b 990 1,100 1,265 1,760 1,760 1,760 NDS 3.3 FbE1 7,440 7,440 7,440 7,440 7,440 7,440 NDS 3.3 CL 1.00 1.00 1.00 1.00 1.00 1.00 NDS 3.3 F*c 1,350 1,500 1,725 2,400 2,400 2,400 NDS 3.71 FcE1 1,073 1,073 1,073 1,073 1,073 1,073 NDS 3.71 FCE2 9,999 9,999 9,999 9,999 9,999 9,999 NDS 3.71 Cp 0.61 0.57 0.51 0.40 0.40 0.40 NDS 3.71 Analysis Results Inter - Load Case Axial Mx -x My -y V fc fb x -x fb y -y fv F'c/Ft Fib x -x Fib y -y F'v action D+L 0 460 0 0 0 258 0 0 743 1100 1320 180 0.23 D+0.75(L+S) 0 1847.5 0 630 0 1036 0 68 854 1265 1518 207 0.82 D+0.75(L+W1) 0 460 0 0 0 258 0 0 1188 1760 2112 288 0.15 D+0.75(L+W2) 0 460 0 0 0 258 0 0 1188 1760 2112 288 0.15 D+0.75(L+W1+5) 0 1847.5 0 630 0 1036 0 68 1188 1760 2112 288 0.59 D+0.75(L+W2+S) 0 1847.5 0 630 0 1036 0 68 1188 1760 2112 288 0.59 D+0.75(L+S+E) 0 1847.5 0 630 0 1036 0 68 1188 1760 2112 288 0.59 0.6D-.6*W2 0 276 0 0 0 155 0 0 1188 1760 2112 288 0.09 0.6D -.7E 0 276 0 0 0 155 0 0 1188 1760 2112 288 0.09 printed 7/27/201610:49 AM Park Ave Apartments 16098 Member Identification Timber Species: Service conditions: Timber Properties Fb x -x Fb y -y Ft Fv Fc E Emin 850 850 525 150 1,300 1,300,000 470,000 Member is single adjust size True dimensions Height lu x -x lu y -y Le*d = Le/d = psi psi psi psi psi psi psi 7.20 ft 7.20 ft 0.00 ft 2.06 x luy-y*d= Member Service Loads Dead Axial Mx -x My -y V LDF RB F*b FbE1 CL F*c FcE1 FcE2 Cp Ib ft -Ib ft -Ib Ib 0.90 10.00 1,320 5,640 1.00 1,346 634 9,999 0.41 Wall stud Hem -Fir Dry service Cm 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 by in 1.50 in Timber Beam -Column Design NDS 2012 Edition Ct 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Grade is No. 2 Temperature up to 100 deg F CF Cfu 1.50 1.50 1.10 1.50 - 1.15 4 nominal in Area = 3.50 in S x -x = s y -y = Ke x -x = 1.00 Key -y = 1.00 -> le 1/d = -> le 2/d = 0 for major axis bending 24.69 for compression Live 520 ft -Ib ft -Ib Ib 1.00 10.00 1,466 5,640 1.00 1,495 634 9,999 0.38 Snow Ib ft -Ib ft -Ib Ib 1.15 10.00 1,686 5,640 1.00 1,719 634 9,999 0.34 Load Case D+L D+0.75(L+5) D+0.75(L+W1) D+0.75(L+W2) D+0.75(L+W 1+S) D+0.75(L+W2+5) D+0.75(L+S+E) 0.6D-.6*W2 0.6D -.7E Axial 520 390 390 390 390 390 390 0 0 Mx -x My -y 0 0 0 0 0 105 0 0 0 105 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0 0 0 0 Ci 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Cr 1.15 1.15 5.25 int 3.06 in3 1.31 in3 24.69 1.00 Winds Ib ft -Ib 140 ft -Ib Ib 1.60 10.00 2,346 5,640 1.00 2,392 634 9,999 0.25 Analysis Results fc fb x -x 99 74 74 74 74 74 74 0 0 Wind2 Ib ft -Ib ft -Ib Ib 1.60 10.00 2,346 5,640 1.00 2,392 634 9,999 0.25 Pacific Engineering - Technologies - Simple Span Sawn Lumber 2" to 4" wide Adjusted Properties F*b x -x = F*by-y= Ft = Fv = F*c = E' = E'min = y 1,466 1,613 788 150 1,495 1,300,000 470,000 1.50" 0 m Y E/1.4 Ib ft -Ib ft -Ib Ib 1.60 psi psi psi psi psi psi psi 10.00 NDS 3.3 2,346 NDS 3.3 5,640 NDS 3.3 1.00 NDS 3.3 2,392 NDS 3.71 634 NDS 3.71 9,999 NDS 3.71 0.25 NDS 3.71 Inter- fb y -y fv F'c/Ft Fib x -x F'b y -y F'v action 0 0 0 565 1466 1613 150 0.18 0 0 0 576 1686 1855 173 0.13 0 960 0 595 2346 2581 2401 0.39 0 0 0 595 2346 2581 240 0.12 0 960 0 595 2346 2581 240; 0.39 0 0 0 595 2346 2581 240 0.12 0 0 0 595 2346 2581 240 0.12 0 0 0 1260 2346 2581 240 0 0 0 1260 2346 2581 240 printed 11/4/201611:00 AM PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0301 DATE: 02/23/17 PROJECT NAME: PARK AVENUE APARTMENTS SITE ADDRESS: 2440 S 146 ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 4T 4" Building Division Public Works ❑ AtA Fire Prevention Structural n Planning Division Permit Coordinator m PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 02/28/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required *N-/ (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/28/17 E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0301 DATE: 11/10/16 PROJECT NAME: PARK AVE APARTMENTS SITE ADDRESS: 3440 S 146TH ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division �s N/A. IHO (0 Public Works [ 1 MO PCWO I 1161 Fire Prevention Structural 11111 Pr'[k -If Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 11/10/16 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 12/08/16 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: --?p,YIC_Avt'AV-C SITE ADDRESS: 2 wit) S L�f� PERMIT NO: ORIGINAL ISSUE DATE: I( -13-1 f O REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIAI S 1 .)._)----11 WR 3-H7 ur A rr Summary of Revision: pp V\ s-24 vt,SS erv0. I (...d-th.i is Received by: Gk rm 4j- SPiL REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2/23/17 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued D16-0301 ID Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Park Avenue Apartments Fire Damage Repair Project Address: 3440 S. 146th St., Bldg . B Contact Person: Chris Bacus - Pac. Eng. Tech.phoneNumber: 206-281-7500 Summary of Revision: — We have revised the fire damage repair drawings for the Park Avenue Apartments — as you requested in our phone conservation on February 22, 2017 with Mr. KC Ellis, _Senior Plans Examiner. Per our conservation, it is acceptable for the fire -rated wall _and ceiling assemblies to have one layer of 5/8" Type 'X' gypsum wallboard as the _assembly is no Tess conforming than the assemblies that existed prior to the repairs. The modifications include revisions to the wall and floor assemblies on - Sheet 4. —The revisions on the drawings are clouded with a Revision 1 symbol. RECEIvF11 CITY OF TUKWILI FEB 2 3 2017 Sheet Number(s): 1 & 4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: —Entered in TRAKiT on W:V'ermit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 PERMIT CENTER GENERAL. NOTES: GENERAL. GOND IT IONS: 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 ANP 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 NE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT NE 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. NE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. NE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO NE ENGINEER AND OWNER 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER 8. 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. 9. CONTACT THIS OFFICE AT (206) 281-1500 iF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE NIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDINGS) ARE FOUND DURING NE CONSTRUCTION WORK. SITE CONDITIONS, SAFETY AND DE iOL.ITION: 10. NE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT NE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS At THE JOB SITE DURING NE PERFORMANCE OF THE WORK. NIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. II. NE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT NE J0B SITE DURING THE ENTIRE COURSE OF NE PROJECT. 12. NE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK. BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF NE WORK. 13. SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS SHALL BE REASONABLY SECURED FROM ACCESS TO NE PUBLIC AT ALL TIMES. 14. NE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF NE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR NE CONSTRUCTION SITE. I. NE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, FEATURES, INCLUDING GRADES, DIMENSIONS, ACCESS TO NE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 16. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 8:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY NE CONTRACTOR AND OWNER IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. NE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. WEEKEND AND HOLIDAY WORK SHALL BE CARRIED OUT ONLY UPON WRITTEN CONSENT BY NE OWNER NE CONTRACTOR SHALL REQUEST APPROVAL OF SUCH WORK NOT LESS THAN 12 HOURS PRIOR TO THE COMMENCEMENT OF WEEKEND OR HOLIDAY WORK 11. NE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR A DESIGNATED AREA WITHIN NE SITE TO BE USED FOR THE STORAGE OF MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE BEFORE COMMENCING WITH NE WORK THE SECURITY OF NE MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE STORED ON-SITE IS NE RESPONSIBILITY OF NE CONTRACTOR 18. IT IS INTENDED t0 KEEP NE BUILDINGS OCCUPIED DURING NE PERFORMANCE OF NE WORK MAINTAIN OR PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADvERSELY IMPACT THE TENANTS AND GUESTS ENTERING AND LEAVING NE BUiLDING(S) AND PREMISES At ALL TIMES EXCEPT AS PRE -ARRANGED WITH OWNER MAINTAIN ALL BUILDING EXITS. 19. THE WORK SHALL NOT BLOCK INGRESS OR EGRESS FROM THE SITE AT ANY TIME. THE CONTRACTOR'S VEHICLES AND EQUIPMENT 51-1ALL NOT BLOCK THE MARKED FIRE LANES OR DRIVEWAYS AND NOT UTILIZE ANY RESERVED PARKING STALLS WITHOUT OWNER'S PERMISSION. 20. NE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR WORKERS. 21. THE CONTRACTOR SHALL PROVIDE ITS OUJN DUMPSTER FOR CONSTRUCTION DEBRIS. 22. THE CONTRACTOR SHALL PROVIDE HEAT AS NECESSARY TO COMPLETE THE WORK 23. NE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK 24. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT t0 PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 25. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. ANY WATER DAMAGE TO THESE AREAS RESULTING DURING REPAIRS IS TO BE REPAIRED At NO COST TO OWNER 26. PROTECT LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS AS REQUIRED TO ACCOMPLISH THE WORK OR REMOVE AND REPLACE LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS, WHICHEVER IS MORE COST EFFECTIVE. FOLLOWING THE UJORK, NE IRRIGATION AND DRAINAGE SYSTEMS SHALL BE TESTED TO VERIFY 11 -IAT THEY ARE FUNCTIONING PROPERLY. 21. PROPERLY PROTECT OR CAP ALL UTILITIES CHAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 2a PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 29. PRIOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF NE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND IN DEMOLITION DEBRIS, NE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OF OFF SITE AT AN APPROVED DUMP SITE AFTER OBTAINING OWNER'S PERMISSION TO DO SO. 30. COORDINATE ALL DEMOLITION ACTIVITIES WIN NE OWNER 2/23/2017 16098.wd.s 1.dwg GENERAL NOT S: (cont.) 31. NE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 32. INSPECT CONCEALED SPACES UNCOVERED DURING NE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. 33. REMOVE AND REPLACE ALL MOISTURE DAMAGED FINISHES INCLUDING DAMAGED THERMAL AND SOUND INSULATION. 34. PRIOR TO COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL REMOVE AND/OR PHOTOGRAPHICALLY DOCUMENT REPRESENTATIVE SAMPLES OF EXTERIOR TRIM, SIDING, ROOFING, INTERIOR TRIM, DOORS, ALL DOOR HARDWARE, WALL BASE TRIM, WALL COVERINGS, WINDOW COVERINGS, KITCHEN AND BATH ACCESSORIES, APPLIANCES, ETC. ASA GUIDE FOR REPLACEMENT OF LIKE -KIND MATERIALS. 35. NE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT NE END OF THE PROJECT. CONSTRUCTION: 36. ALL VENTILATION OPENINGS SHALL BE SCREENED EXCEPT PRYER VENTS. ALL VENT OPENINGS SHALL HAvE LOUvERS. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING AND RECERTIFICATION OF THE EXISTING FIRE ALARM SYSTEMS IF REQUIRED EY THE FIRE MARSHAL OR BUILDING DEPARTMENT. 38. MECHANICAL EXHAUST DUCTS WHICH PENETRATE FIRE RESISTIVE FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE FIRE PAMPERED OR LOCATED WITHIN FIRE RESISTIVE SHAFTS IN ACCORDANCE WIN IBC SECTION 111. 39. PROVIDE FIREBLOCKING AT INTERCONNECTIONS BETWEEN CONCEALED SPACES (SUCH AS SOFFITS, DROPPED CEILINGS, WALL CAVITIES, ETC.) AT NE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT 10' INTERVALS IN ACCORDANCE WIN IBC SECTION 118. 40. 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 WIN ASTM E 814 OR UL 1419 WIN AN AND T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IBC SECTION 114. 41. SMOKE SEAL EXISTING FRAMING THAT IS TO REMAIN. 42. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE PLUMING CODE AMENDMENT RCW 19.21.110. 43. ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO PACIFIC ENGINEERING TECHNOLOGIES, INC., A COPY OF THE INSTALLATION INSTRUCTIONS AND RELATED INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE CONTRACTOR SHALL KEEP A SET OF NESE INSTRUCTIONS ON THE SITE DURING REPAIRS RELATING TO NAT WORK 44. PROVIDE WEATHER -RESISTIVE BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH IBC 1403.2. WEATHER -RESISTIVE BARRIER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 45. INSTALL STUCCO IN ACCORDANCE WITH IBC 2512 AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF NORTHWEST WALL AND CEILING BUREAU. 46. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IBC CHAPTER 14. 41. NE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 48. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 49. ALL NEW WINDOWS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 50. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH IBC SECTION 2406. 51. WINDOWS AND DOORS SHALL BE INSTALLED WITH PENETRATION FLASHINGS AND IN ACCORDANCE i5C SECTION 14032 AND 1405.4 AND WITH ASTM E 2112. WORK THIS PERMIT 8I-IOWN SHADED 251.6'1 4111M10 1001=1. BUILDING 'A' ASPHALT PARKING LANDSCAPING 251.6'± SOUTH 146th STREET ,M11/0 01=in SITE PLAN eN NotE: THE SITE PLAN SHOWN IS SCALE: I" 40' SCHEMATIC AND IS FOR REFERENCE ONLY 40. i -t, " �F E PERMIT 7i l ,RED FOR: ..echanical Electrical r415umbing 'etas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTW; re.vio ris will require a new plan submittal and may include additional plan review fees. PROJECT NARRATIVE THE PURPOSE OF THESE DRAWINGS IS TO SI -40W REPAIRS FOR THE DAMAGE CAUSED BY THE RECENT FIRE AT BUILDING B OF NE PARK AVENU APARTMENT COMPLEX. THE STRUCTURAL DAMAGE CAUSED 5Y THE FIRE OCCURRED MAINLY TO THE WOOD FRAMING IN THE REAR PORTION OF UNiTS 22 AND 23. HOWEVER, FIRE, SMOKE AND WATER FROM NE FIRE -FIGHTING EFFORTS ALSO RESULTED IN REPAIR WORK TO UNITS 2 AND 3. NO REVIEW HAS BEEN MADE OF NE ADEQUACY OF THE EXISTING UNDAMAGED FRAMING MEMBERS. NO REVIEW OF THE LATERAL FORCE RESISTANCE OF THE EXISTING BUILDING HAS BEEN PERFORMED. MECHANICAL, ELECTRICAL AND PLUMBING WORK IS NOT INCLUDED IN THIS SCOPE OF WORK AND IS TO BE BIDDER DESIGNED (BY OTHERS) AND SUBMITTED UNDER A SEPARATE PERMIT. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED t0: ROOFING, WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, VAPOR RETARDERS, ETC. IS NOT INCLUDED IN THESE DRAWINGS. White Center Te RAINIER BEACH 0 HIGHLINE { 5 Bangor 1t Ts;. N B Trash St S 11.11S1 511611, St SW1CS1hSt `s Burlen 2411352nt125 vS ALLENTOWN N t •. S1 aCth St 51361/,51 v 5135111 S's N ' 3440 South 146th Street Tukwila Storrtre Sports 4,7C9, 51 Bryn Mawr -Skyway 5 132nd.St Renton D0 SSY9mce1° SW 16Cth St A Westfield Southcenor Seattle -Tacoma International Airport S110'51 ! "SDUTHCENTE SW al et St Normandy Park is S 10Hlh St VICINITY MAP eat SCALE: NONE ASSESSO 'S .NUMEER: 0040000321 LEGAL 14L D $CRi PT ION: ADAMS HOME TRS N 103 FT L=3UiLID INCA DATA: JURISDICTION: BUILDING CODE: ZONING: OCCUPANCY TYPE: CONSTRUCTION TYPE: SPRINKLERED: BUILDING SQUARE FOOTAGE: STORIES: SHEET INDEX: SHEET I SHEET 1.1 SHEET 2 SHEET 3 SHEET 4 CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) R-2 (APARTMENTS) VA NO 1,140 SQ. FT. EA. FLOOR (NO CHANGE) 2 -STORIES (NO CHANGE) PROJECT NARRATIVE, VICINITY MAP, SITE PLAN, ASSESSOR'S No. LEGAL DESCRIPTION, SHEET INDEX, BUILDING DATA AND NOTES NOTES FIRST FLOOR PLAN AND SECOND FLOOR PLAN SECOND FLOOR FRAMING PLAN AND ROOF FRAMING PLAN BUILDING CROSS-SECTION AND SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWiLA FEB 3 2017 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRiGHT 2011 6 U u; e yY 0 cn ,ref(F=4 �O tID C~ to 0 U fi) NZ yQ 459 a d 6 1 Job No. 16098.00 FRAMING NOTES: )=LOOK 4 ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT TI -4E SUPPORTS. PROVIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF NE JOIST SPAN. FLUSH BEAMS (FB) NOT CALLED OUT ON THE PLANS SHALL BE DOUBLE JOISTS. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL HAVE 1/2" SPACERS AND BE SPIKED TOGETHER WITH 10d NAILS AT 16" O.C. ALONG EACH EDGE UNLESS OTHERWISE NOTED. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. DEARING WALL FRAMING: 2X4 STUDS AT 16" O.C. TO MATCH EXISTING AT EXTERIOR WALLS. AND 2x4 STUDS AT 16" O.C. AT INTERIOR WALLS. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 OR A 3 1/2"x 1 1/4" LAMINATED STRAND LUMBER (LEL) WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS, AND (2) 2x12 WITH TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS AND SCHEDULE SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMN TOGETHER AT 16" O.C. WITH I0d 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 19/32" MIN. NAILED TO JOISTS WITH 10d NAILS AT 6" OZ. AT ALL SUPPORTED PANEL EDGES AND At 12" O.C. ALONG INTERMEDIATE SUPPORTS. FLOOR SHEATHING: APPLY PLYWOOD TO MATCH EXISTING THICKNESS 23/32" MIN. NAILED TO JOISTS WITH 10c1 NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. SHEAR WALL SHEATHING: GYPSUM SHEATHING At PARTY WALLS SHALL BE INSTALLED AS FOLLOWS. SHEAR WALL GENERAL NOTES: SHEAR WALLS NOTED 'SW -X' ON THE PLANS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: I. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING (AS INDICATED IN SHEAR WALL SCHEDULE). PROVIDE SOLID BLOCKING AT PANEL EDGES AS REQUIRED. 2, 51-4EATHING SHALL BE APPLIED DIRECTLY TO FRAMING. 3.PROVIDE SHEAR WALL NAILING CONSISTING OF 61D COOLER NAILS At 1" ON CENTER OR "6 DRYWALL SCREWS AT 8" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER At INTERMEDIATE STUDS FOR ENTIRE LENGTH OF WALLS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING. 4.DISTANCE BETWEEN UPPER TOP PLATE SPLICE AND LOWER TOP PLATE SPLICE SHALL BE 4'-0" MINIMUM WITH (20) 10d NAILS. PROVIDE MST21 STRAP WHERE 4'-0" CANNOT BE ACHIEVED. FRE PROTECTION NOTES: SMOKE DETECTORS: SMOKE DETECTORS SHALL CONFORM TO REQUIREMENTS OF IBC SECTION 901.2.11.2 THROUGH 9012.11.4 AND NE 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 W1114 UL 211 • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 12 AND MANUFACTURER'S RECOMMENDATIONS DETECTORS SHALL BE INSTALLED IN NE FOLLOWING LOCATIONS: • IN EACH BEDROOM. • IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. CARBON MONOXIDE ALARMS: PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH THE IBC SECTION 915.2 THROUGH 915.4. • ALARMS SHALL BE INSTALLED IN ACCORDANCE WIN AND MANUFACTURER'S RECOMMENDATIONS • LOCATED IN 114E IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. • CARBON MONOXIDE DETECTORS SHALL COMPLY WITH UL 2034. • SHALL SE CONNECTED TO NE BUILDING WIRING SYSTEM. 2/23/2017 16098.wd.s1.1.dwg WIL INC- ENVELOPE SPECIFICATIONS: ENE- Y CODE: PROVIDE THERMAL INSULATION IN ACCORDANCE WIN 2015 WASHINGTON STATE ENERGY CODE IN ACCORDANCE W114 RESIDENTIAL TABLE R402,LI ROOF RAFTERS EXTERIOR WALL (EXISTING) RIM JOISTS HEADERS FLOORS OVER UNCONDITIONED SPACE EXHAUST DUCTS (CRAWLSPACE OR ATTIC) HOT WATER PIPES GLAZINCs DOORS U0.30 MAX. U=0.30 MAX. R -38c R-15 (2x4 FRAMING) R-21 R -I0 R-30 R-4 R-4 A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R -VALUES, WINDOW AND DOOR U -VALUES, DUCT AND AIR LEAKAGE TESTING RESULTS 514ALL BE POSTED ADJACENT TO THE ELECTRICAL PANEL. WINDOWS (R402.4.3): WINDOWS SHALL MEET NE FOLLOWING SPECIFICATIONS: 1. SHALL BE NRFC 100 CERTIFIED. 2. HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT WHEN TES1ED IN ACCORDANCE WITH NRFC 400 OR AAMA/WOMA/GSA 101/I.S.2/A440. EXTERIOR DOORS (R402.43): 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 AAMA/U,DMA/CSA 101/1.S.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. PVA PAINT HAVING A PERMEANCE RATING OF ONE PERM DRY CUP RATING OR LESS IS ACCEPTABLE Q!. WALLS ONLY 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 NE CEILING AND WALL SYSTEM, REPAIR ANY TEARS OR PENETRATIONS OF VAPOR RETARDER WITH APPROVED TAPE PRIOR TO INSTALLATION OF DRYWALL. CRAWL SPACE VAPOR RETARDER: PROVIDE A MINIMUM 10 MIL THICK BLACK POLYETHYLENE SHEET OR SIMILAR CLASS I WITH A VAPOR RETARDER WITH A 0.1 PERM OR LESS RATING IN ACCORDANCE WITH ASTM E 96. THE VAPOR RETARDER SHALL BE PLACED OVER THE EXPOSED EARTH IN NE CRAWL SPACE. LAP JOINTS SHALL BE 12" AND SEALED AND SHALL EXTEND UP VERTICAL SURFACES 6" MINIMUM AND BE SEALED TO THE FOUNDATION WALLS. AIR LEAKAGE SEALING: NE FOLLOWING AREAS OF NE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TO 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 NAT 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. AT LEAST ONE SOURCE SPECIFIC FAN SHALL HAVE A 24 HOUR AUTOMATIC TIMER WITH MANUAL CONTROL. EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE BUILDING ARE TO BE LOCATED A MINIMUM OF 3'-0" FROM WINDOW AND DOOR OPENINGS. FOR THE FIRST FLOOR UNITS PROVIDE I -HOUR EXHAUST DUCT ASSEMBLIES, REF. TO SECTION 8 ON SHEET 4. NATURAL VENTILATION SHALL BE PROVIDED BY OPERABLE SCREENED AIR INLETS IN THE WINDOWS. MECHANICAL VENTILATION AND OUTDOOR AIR INTAKE: MECHANICAL VENTILATION SYSTEM COMPLYING WITH WASHINGTON STATE RESIDENTIAL MECHANICAL CODE MI5013. PROVIDE WHOLE -HOUSE VENTILATION USING A SOURCE SPECIFIC MECHANICAL VENTILATION FAN WITH A 24 HOUR AUTOMATIC TIMER WIN MANUAL CONTROL. PROVIDE SCREENED VENTS IN NE WINDOWS IN EACH HABITABLE SPACE. pUCt TESTING (8402.4.5 AND R403.3.3): ALTERED AND NEW HVAC DUCTING SHALL BE SEALED IN ACCORDANCE WITH 11 -IE ENERGY CODE R403.3.4. DUCTS SHALL 5E TESTED FOR LEAKAGE IN ACCORDANCE WITH WASHINGTON STATE UNIVERSITY STANDARD DUCT TESTING RS -33. LIGHTING (R404,I): 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 HAYING 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 AP°LIANCES (R404.1.I): ALL NEW FUEL GAS SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. STRUCTURAL NOTES: CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 EDITION. LIVE LOADS: ROOF SNOW LOAD RESIDENTIAL LIVE LOAD 25 PSF 40 PSF LATERAL LOADS (BASED ON ASCE 1): WIND DESIGN DATA: WIND SPEED IMPORTANCE FACTOR RISK CATEGORY EXPOSURE 110 MPH 11 EARTHQUAKE DESI N DATA (USING USGS SEISMIC HAZARD MAPS): LATITUDE 41.413° N LONGITUDE -122.288° W So 1.548 SI 0.606 SITE CLASS SDS 0.994 SDI 0.558 IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY LIMITED DAMATGE TO BUILDING- SEISMIC LOADS NOT EVALUATED. LATERAL FORCES ARE TRANSMITTED BY THE ROOF 4 FLOOR DIAPHRAGMS TO THE SHEAR WALLS BY TRIBUTARY AREA. NAILS: NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 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: 10d 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 SIMPSON STRONG -11E 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 WIN ZMAX/I-IDG GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 OR SDS SCREWS WIN DOUBLE BARRIER COATING. STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. USE NE 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 *1 Fc■1350 PSI OR STUD GRADE Fc•800 PSI HEM -FIR *I Fc •405 PSI HEM -FIR *1 Fb•915 PSI OR *2 Fb0850 PSI HEM -FIR *1 Fb•915 PSI OR *2 Fb 5850 PSI HEM -FIR *1 F10•915 PSI OR *2 Ms, •850 PSI ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I GRADE C -D WITH A MIN. SPAN RATING OF 40/20 FOR FLOORS, 32/16 FOR ROOF. ALL ABUTTING PANELS SHALL NAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE W11H AWPA STANDARD C2 WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA) TO 0.25 PCF RETENTION WITH AN ASSAY ZONE 0.4" IN DEPTH. PAINT ALL SCARS, CUTS AND DRILL HOLES WIN TWO COATS OF COPPER NAP1HENATE OR CREOSOTE. Iw REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA fB 23 2011 IT CENTER ALL INFORMATION ON T1416 DOCUMENT IS TI -4E EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. O COPYRIGHT 2011 z° u 2 Z 4 41 cid2=1 41) a Cs) ell CO41 poi C`l Presi 1.1 1• s Job No. 16098.00 ® 44 m SOLID CORE DOOR W/ SELF CLOSING DEVICE AND WEATHER STRIPPING 2/23/2017 16098.wd.s2.dwg OM= MONO ,MM MEM MEM 11'-11"t 0 REMOVE AND REPLACE STUCCO AT REAR NEW 51° x 21° HORIZ. SLIDER EGRESS BEDROOM f6.2 8 4 1 NEW 2°x 3° NI LIVING/DINING UNIT 2 �+l 0 A EF X 4IX SD KITCHEN RH o O O 0 SIM 44-1 NEW 51° x 21° HORIZ. SLIDER EGRESS BEDROOM 26x O o O 0 KITCHEN RH LIVING/DINING UNIT 3 SIM r FE EXIST. STAIR AND BALCONY TO REMAIN (NO FIRE DAMAGE) NEW WINDOW :PECIFICATICSN$: UP EXIST. WINDOW TO REMAIN 4-4 4 FIRST FLOOR PIAN SCALE: 1/4" • I'-0" UNITS *2 AND *3 REMOVE AND REPLACE ALL INTERIOR FLOOR, WALL AND CEILING FINISHES THE NEW WINDOWS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. CONTRACTOR TO VERIFY THE EXISTING ROUGH OPENING PRIOR TO ORDERING THE WINDOWS. 2. VINYL FRAMED, DUAL PANE WITH INSECT SCREENS, AIR VENTS AND LOW -E COATING WITH NAIL FLANGES. 3. CONTRACTOR TO VERIFY BEDROOM WINDOWS MEET EGRESS REQUIREMENTS BELOW. 4. THE WINDOW CONFIGURATIONS AND HARDWARE ARE TO BE APPROVED BY THE OWNER PRIOR TO PURCHASE OF THE WINDOWS. 5. THE CONTRACTOR IS TO CLEAN THE WINDOWS AFTER THE REPAIR WORK IS COMPLETE. 6. RERERENCE PLANS AND BUILDING ENVELOPE SPECIFICATIONS ON SHEET A1.1 FOR ADDITIONAL INFORMATION. 1. DESIGN WIND PRESSURE: 20 P5F MINIMUM eGRESS REQUIREMENTS FOR BEDROOM WINDOWS: WINDOWS IN SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW THAT MEETS NE FOLLOWING REQUIREMENTS: 1. SHALL BE IN ACCORDANCE WITH IBC SECTION 1030. 2. NE SILL HEIGHT SHALL BE A MAXIMUM OF 44" ABOVE THE FLOOR. 3. A MINIMUM OPENING HEIGHT OF THE WINDOW SHALL BE 24". 4. A MINIMUM OPENING WIDTH OF THE WINDOW SHALL BE 20". 5. HAVE A MINIMUM NET CLEAR OPENING AREA OF 5.1 SQUARE FEET. NEW ENTRY DOOR SPECIFICATIONS: NEW UNIT DOORS SHALL MEET NE FOLLOWING SPECIFICATIONS: 1. CONTRACTOR TO VERIFY THE EXISTING ROUGH OPENING DIMENSIONS PRIOR TO ORDERING DOORS. 2. SHALL BE FIRE RATED FOR 20 MINUTES. 3. FIRE RATED DOORS 5INALL BE IN ACCORDANCE WITH IBC SECTION 116. 4. DOORS SHALL BE SOLID CORE METAL CLAD MEETING THE THERMAL SPECIFICATIONS ON SHEET 1.1 5. DOORS SHALL BE TESTED IN ACCORDANCE WIN NFPA 252 AND UL 10C. 6. DOORS SHALL BE PERMANENTLY LABELED AND AFFIXED TO THE DOOR OR FRAME IN ACCORDANCE WITH NFPA 50. 1. SHALL BE PROVIDED AND LABELED FOR SMOKE SEALING AND DRAFT CONTROL IN ACCORDANCE WITH UL 1154. S. DOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 50. 9. PROVIDE A SIGHT GLASS WITH ,4T LEAST 0.25 INCH THICK GLASS DISC AND METAL HOLDER NAT WILL NOT MELT OUT WHERE SUBJECT TO TEMPERATURES OF 1,100'F. 10. PROVIDE A UNIT NUMBER AND DOOR KNOCKER 11. PROVIDE SELF CLOSERS. 12. PROVIDE ADA APPROVED HARDWARE WITH A DEADBOLT LOCK 13. THRESHOLD SHALL BE A MAX. 1/2" TALL. 14. DOORS SHALL BE PAINTED TO MATCH EXISTING. OUTLINE OF BALCONY ABOVE KEY CD F SOLID CORE DOOR W/ SELF CLOSING DEVICE AND WEATHER STRIPPING 111-1"t 2 5)1 I/2"t 11'-II"t REMOVE AND REPLACE z f- 3 3 4 9 NEW 510 x 210 HORIZ. SLIDER EGRESS !BEDROOM SD STUCCO AT REAR 6 k6e S4R 1 5 4 NEW 2°x 3°I SLIDER TEMPERED NEW I2 °x 3° BAN EF KITCHEN LIVING/DINING UNIT 22 3° x 1° DBL. HORIZ. SLIDER RH o O O 0 SIM TEMPERED NEW 51°x 21° BATH O 0 O 0 KITCHEN RH HORIZ. SLIDER EGRESS BEDROOM 26x6 9 41111/11110 MINIM 11•11, L.IVING/DINING UNIT 23 O 1- 4 BALCONY SD SMOKE DETECTOR, REFERENCE SHEET 1.1 EF RH FE S 4 R MOO NONNI ON FE !BALCONY CARBON MONOXIDE DETECTOR, REFERENCE SHEET .1 EXHAUST FAN, REFERENCE SECTION AND SPECIFICATIONS ON SHEET 1.1 RANGE HOOD, REFERENCE SECTION AND SPECIFICATIONS ON SHEET 1.1 FIRE EXTINGUISHER, REFERENCE SPECIFICATIONS ON SHEET 1.1 HOT WATER TANK 5 4 5 4 EXHAUST DUCT PATI WITHIN JOIST CAVITY OR SOFFIT TERMINATE DUCT AT EXTERIOR OF BUILDINGS MINIMUM 3'-0" FROM WALKWAYS AND WINDOW AND DOOR OPENINGS WALL TYPES REFERENCE SECTION 5 4 PROVIDE SHELF AND ROD IN CLOSET SIM. GRIND OFF EXIST. MARBLECRETE STUCCO FINISH AND INSTALL NEW MARBLECRETE FINISH FROM JOINT 10 JOINT WITH A VAPOR PERMEABLE (PERM. RATING OF 1 OR HIGHER) PAINT TO VERT. JOINT AND PAINT TO MATCH EXIST. EXIST. STAIR AND BALCONY TO REMAIN (NO FIRE DAMAGE) EXIST. GUARDRAIL TO REMAIN 4-4 4 SECOND FLOO PI..AN SCALE: 1/4" • 1'-0" UNITS *22 AND *23 REMOVE AND REPLACE ALL INTERIOR FLOOR, WALL AND CEILING FINISHES ® EXIST. BALCONY TO REMAIN (NO FIRE DAMAGE) OUTLINE OF ROOF OVERHANG ABOVE, TVP. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA B?32017 IT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING: TECHNOLOGIES, INC. © COPYRIGHT 2011 r N N 6 N d z 2 ou 2 g -o N N CO 0co0 NNCC0 o E' IS UTz 3 4 0- .40t_ Ili LI- 0_ z Q r 'EL I1 2 Job No. 160gS.00 2/23/2017 16098.wd.s3.dwg O 111-111± REPLACE FLOOR SHEATHING AS REO'D 10 REPAIR FRAMING AND DAMAGED SHEATHING 6 4 111-1111± REMOVE AND REPOLACE FIRE -DAMAGED JOISTS 2x12 JOISTS AT 1611 O.C. (4) 2x12 BEAM -°0-1 2x12 JOISTS AT I611 O.G. (4) 2x12 BEAM J EXIST. WALKWAY TO REMAIN (NO DAMAGE) REPLACE DAMAGED SHEATHING (FIRST FLOOR WALLS SHOWN) SECOND FLOOR FRAMING PLAN SCALE: 1/411 a II -011 A -A 4 r r N LEGEND: 111-111± 1 1/2"± 11' - II" ± 0 z 3 REMOVE AND REPLACE WALL FRAMING AT SECOND FLOOR / / / / / /Y////� ////I/ l/ 2x10 JOISTS AT 16 //////// (4) 2x10 EXISTING WOOD FRAMED WALL TO REMAIN APPROX. EXTENT OF WALL AND FRAMING APPROX. EXTENT OF ROOF SHEATHING TO NEW WOOD FRAMED NEW FLOOR OR MATCH EXIST. 4 -44-1 ////4,////////X///// (4) 2x10 REPLACE JOISTS WITH FIRE DAMAGE BEAM 4 4 Q 0 2 4 (SECOND FLOOR WALLS SHOWN) ev4N ROOF FRAMING PLAN SCALE: 1/411 • 11-011 40, A -A 4 0 1- 6 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA EB 2 3 2011 IT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2011 V_ g d z 3 2 2 a 1700 Westlake W N1 (71 NNW 0 0 0 NCVW 0474) °E' 0o z 0 ci) Cor•c4') (icill 0• poi 0 o W41 rf) 0 14 cstoLo_ a 4 J_ 3 a r Job No. 16095.00 NEW JOIST, REF. PLAN SOLID BLOCKING, PROVIDE V -NOTCH 4"x4" EA. JOIST SPACE FASCIA, MATCH EXIST. SOFFIT WITH CONT. STRIP VENT PORTLAND CEMENT STUCCO TO MATCH EXISTING OVER (2) LAYERS 60 MIN. BUILDING PAPER SIM SECTION: EXIST. EXTERIOR STUCCO PORTLAND CEMENT STUCCO OVER METAL LATH (EXIST. AT SIM SECTION) (2) LAYERS 60 MIN. BUILDING PAPER (EXISt AT SIM SECTION) SECTION NEW ROOF MEMBRANE PROVIDE BAFFLE ROOF 1" AIRSPACE 1R -38c BATT INSULATION 5/8" TYPE 'X' GLOB CEILING ATTACH W/ 1 1/8" DRYWALL SCREWS AT T' O.C. 5/8" TYPE 'X' GW5 SCALE: 1" • I'-0" I -HOUR IBC 122.6.2.4 R- I5 BATT INSULATION 5/8" TYPE 'X' GW5 ATTACH W/ 1 1/8" LONG DRYWALL SCREWS AT 1" O.C. 2x4 WOOD FRAME WALL 1O EXTERIOR WALL 1 -HOUR IBC TABLE 121.1(2) 15-1.3 3" MINERAL WOOL SOUND INSULATION (2) LAYERS 5/8" TYPE 'X' WATER RESISTANT GWB TO EXTEND TO FLOOR, TYP. TUB AND SHOWER ENCLOSURE PLYWOOD FLOOR SHEATHING CONC. SLAB ON GRADE At FIRST FLOOR 2/23/2017 16098.wd.s4.dwg NEW JOIST, REF. PLAN SIMPSON U210 JOIST HANGER OR EQUIVALENT EXISTING BEAM 5/8" TYPE 'X' GWB EACH SIDE ATTACH W/ 11/8" LONG DRYWALL SCREWS AT 1" O.C. 2x4 WOOD FRAME WALL INTERIOR <> PARTITION WALL ® TYPICAL Del.. STUD WALL AT PATI -I SCALE: 1 1/2" • 1'-0" GRIND OFF EXIST. MARBLECRETE FINISH COAT TO INSTALL NEW TO MATCH EXIST. EXIST. STUCCO TO REMAIN. CLEAN AND PREP IN ACCORDANCE W/ STUCCO MANUFACTURER TO ACCEPT NEW FINISH COAT LAP EXIST. BUILDING PAPER OVER NEW WIRD IN WEATHER BOARD FASHION APPLY REINFORCING MESH At TRANSITION CAREFULLY CHIP OUT EXIST. STUCCO AWAY FROM SAWCUT. APPLY BONDING AGENT TO EXIST. STUCCO TO REMAIN 2x4 WOOD FRAMED WALL PROVIDE I -HR RATED FIRE SEALANT AROUND PLUMBING PENTRATIONS CONT. FIRE BLOCKING At UNIT SEPARATION WALL. CONTINUE PAST TOP AND BOTTOM PLATES PROVIDE CONT. FIREBLOCKING FILLER MATERIAL. REF. TO MATERIAL SPECIFICATIONS FOR ACCEPTABLE MATERIALS SECTION ROOF 2 SCALE: 1" • I'-0" FULL HEIGHT 5/8" TYPE 'X' GW5 FIRE BLKG. AT 10' MAX. INTERVALS R -38c BATT INSULATION 5/8" TYPE 'X' GW5 CEILING ATTACH W/ 11/8" DRYWALL SCREWS At 1" O.C. I -HOUR IBC 122.6.2.4. SOLID BLOCKING (2) LAYERS 5/5" TYPE 'X' GWB 3 1/2" MAX. THICKNESS GLASS OR MINERAL FIBER INSULATION EXIST. OR NEW TO MATCH WOOD FRAME WALL 5/8" TYPE 'X' GW5 ATTACH TO JOIST W/ 1 1/8" LONG DRYWALL SCREWS AT 1" O.C. O3 PARTY WALL EXIST. GW5 TO REMAIN (NO DAMAGE) FULL. HEIGHT 5/8" TYPE 'X' GW5 FIRE BLKG. AT 10' MAX. INTERVALS (PLAN VIEW) WALL TYPES SCALE: 1" • 1'-0" TYPICAL EXIST. STUCCO TO NEW STUCCO NO SCALE 3 1/2" MAX. THICKNESS GLASS OR MINERAL FIBER INSULATION EXIST. OR NEW TO MATCH WOOD FRAME WALL 5/8" TYPE 'X' GW5 - ATTACH TO JOIST W/ 1 1/8" LONG DRYWALL SCREWS At 1" O.C. SAWCUT EXISTING STUCCO AND REMOVE. FEATHER IN NEW STUCCO. BE CAREFUL NOT TO DAMAGE UNDERLYING EXIST. WRB TO REMAIN. IF EXIST. WRB IS DAMAGED CONT. t0 REMOVE STUCCO UNTIL A MIN. OF 6" OF UNDAMAGED WRB IS ACHIEVED APPLY MARBLECRETE FINISH COAT tO ENTIRE WALL SURFACE TO NEAREST CONTROL JOINT OR CORNER CAREFULLY REMOVE EXIST. STUCCO FROM EXIST. METAL LATH AND LAP WITH NEW METAL LATH 6" MIN. INSTALL. (2) LAYERS 60 MIN. BUILDING PAPER (WRB) LAP WITH EXIST. BUILDING PAPER WRB TO REMAIN IN WEATHER BOARD FASHION NEW STUCCO BROWN AND SCRATCH COAT SECTION 3 SCALE: 1" • I'-0" R -2I BATT INSULATION AT RIM PORTLAND CEMENT STUCCO AND METAL LATH TO MATCH EXIST. OVER (2) LAYERS 60 MIN. BUILDING PAPER EXIST. 2x4 AT 16" WALL TO REMAIN 'CONT. 2x BLOCKING 'EXIST. FLOOR JOIST 3/4" PLYWOOD SECOND FLOOR FILL VOID W/ INSULATION (2) 2x3 PLATES 2x4 STUDS AT 16" O.C. FLATWISE ICONT. 2x BLOCKING (2) 2x3 PLATES (2) LAYERS 5/8" TYPE 'X' GW5 NEW 2x4 AT 16" O.C. WALL REPLACE JOISTS AND SHEATHING PER PLAN SECOND FLOOR .aleitali1111'riatA SECTION 6 SCALE: 1" • 1'-0" R-21 RIM BATT INSULATION SOUND INSULATION R-30 BATT INSULATION 5/8" TYPE 'X' GW5 ATTACH TO JOIST W/ 1 1/8" LONG DRYWALL SCREWS AT 1" O.C. Alb, Mit },►tet~► -- wasftiw4 0.011111 elf" -I 1i• 109.1 I-11 .0�. 6• aft;� WWII SECTION PLYWOOD ROOF SHEATHING ROOF 4 SCALE: 1" • 1'-0" EXIST. FLOOR JOISTS 5/8" TYPE 'X' GU/5 CEILING ATTACH W/ 11/8" DRYWALL SCREWS AT 1" O.C. 2x4 STUDS AT 16" O.C. FLATWISE CONT. 2x BLOCKING SECOND FLOOR I :.,e.? 0 �114114.10111‘1 1,181wi1 5/8" TYPE 'X' GWB ATTACH TO JOIST W/ 1 1/8" LONG DRYWALL SCREWS AT 1" O.C. 25'-8"± SECTION MISC. PENETRATION NOTES: 1. HOLES FOR WIRING AND PLUMBING PENETRATIONS IN TOP AND BOTTOM PLATES, FLOOR JOISTS, STUDS, ETC. THAT PASS THROUGH A HEATED SPACE TO A UNHEATED SPACE OR INTO ANOTHER UNIT ARE TO BE SEALED WITH FIRE RATED EXPANDING FOAM OR SEALANT TESTED IN ACCORDANCE WITH ASTM E 814 OR ULI419 WITH AN F RATING/T RATING NOT LESS THAN I -HOUR TYPICAL ALL ASSEMBLIES. 2. ANY GAPS THAT CANNOT BE FILLED IN ACCORDANCE WITH THE SEALANT MANUFACTURER'S INSTALLATION RECOMMENDATIONS SHALL BE FIREBLOCKED. 3. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EXIST. BEAM SCALE: 1" • 1'-0" 1 -HOUR IBC 122.6.2.1 ma(i(llillllll(ASi1111 2 R 38c BATT INSULATION SECTION 3 1/2" GLASS OR MINERAL FIBER INSULATION AT EA. BATHROOM EXHAUST DUCT (RANGE HOOD AT SIM. SECTION), WRAP IN 1 -HR FIRE WRAP INSULATION, APPLY FIRE SEALANT AROUND PIPE AT TOP AND BOTTOM PENETRATIONS PROVIDE FULL HEIGHT 5/8" TYPE 'X' FIRE BLOCKING AT 10' MAX. INTERVALS NEW OR EXIST. FRAMING (2) LAYERS 5/8" TYPE 'X' GW5 SCALE: 1 1/2" • 1'-0" 11 S/SIS/S/VVVS/S/S/S/S/S VVS188 SSSISIS/S/STS/S/S18/SIS S/S/S/S1 IS/S/ U/S BALCONY S111911119111p1 1 �7III 1I —-III=�— - I 1 I f i ff ]Ijf rr 111mtr� LIVING / DINING 999SiN111 I AT/P999 LIVING / DINING UNIT 23 UNIT 3 BEDROOM BEDROOM 6 7r r Frr1-11-mf gym. CRAWLSPACE 111-11=M=111=111-111 TR ITI—III ITI I I 71—III III—I I �11rn11imi -'11111TM111�lll_=T-111 6 MIL. BLACK VAPOR RETARDER 15UILOING SECTION A -A SCALE: 1/4" • 1'-0" F • I L N REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ES232017 MIT CENTER ALL INFORMATION ON THIS IDOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2011 r c 6 jQ 0 z OUO tto c„ 0•_ ,a) 4-i•rni CU , 0 ego 1:10E'4 c !Co U .(t a) a) L N Job No. 16098.00 GENERAL NOTES: GENERAL GOND I T IONS: I. 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 THE 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 TO THE ENGINEER AND OWNER. 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER S. 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 NE WASHINGTON STATE ENERGY CODE. 9. CONTACT THIS OFFICE AT (206) 281-1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO NE SITE OR EXISTING BUILDING(S) ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS, SAFETY AND DEMOLITION: 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB 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. II. NE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK. BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF THE WORK. 13. SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS SHALL BE REASONABLY SECURED FROM ACCESS TO THE PUBLIC AT ALL TIMES. 14. THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT coNStRUCtION REVIEW OF NE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 15. THE CONTRACTOR AND NE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, FEATURES, INCLUDING GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 16. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 8:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND OWNER IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. WEEKEND AND HOLIDAY WORK SHALL BE CARRIED OUT ONLY UPON WRITTEN CONSENT BY 114E OWNER THE CONTRACTOR SHALL REQUEST APPROVAL OF SUCH WORK NOT LESS THAN 12 HOURS PRIOR TO THE COMMENCEMENT OF WEEKEND OR HOLIDAY WORK. 11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR A DESIGNATED AREA WITHIN THE SITE TO BE USED FOR THE STORAGE OF MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE BEFORE COMMENCING WITH TI -4E WORK. THE SECURITY OF THE MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE STORED ON-SITE IS THE RESPONSIBILITY OF THE CONTRACTOR IS. IT IS INTENDED TO KEEP THE BUILDINGS OCCUPIED DURING THE PERFORMANCE OF THE WORK. MAINTAIN OR PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE TENANTS AND GUESTS ENTERING AND LEAVING THE BUILDINGS) AND PREMISES AT ALL TIMES EXCEPT AS PRE -ARRANGED WITH OWNER MAINTAIN ALL BUILDING EXITS. 19. THE WORK SHALL NOT BLOCK INGRESS OR EGRESS FROM THE SITE AT ANY TIME. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL NOT BLOCK THE MARKED FIRE LANES OR DRIVEWAYS AND NOT UTILIZE ANY RESERVED PARKING STALLS WITHOUT OWNER'S PERMISSION. 20. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR WORKERS. 21. THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 22. THE CONTRACTOR 314ALL PROVIDE HEAT AS NECESSARY TO COMPLETE THE WORK. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 24. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 25. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF TI -IE BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY TO PREVENT WATER DAMAG=E FROM OCCURRING AS THE WORK PROGRESSES. ANY WATER DAMAGE TO THESE AREAS RESULTING DURING REPAIRS IS TO BE REPAIRED At NO COST TO OWNER. 26. PROTECT LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS AS REQUIRED TO ACCOMPLISH THE WORK OR REMOVE AND REPLACE LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS, WHICHEVER IS MORE COST EFFECTIVE. FOLLOWING THE WORK, THE IRRIGATION AND DRAINAGE SYSTEMS SHALL BE TESTED TO VERIFY 11 -IAT THEY ARE FUNCTIONING PROPERLY. 21. PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 28. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 29. PRIOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF NE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OF OFF SITE AT AN APPROVED DUMP SITE AFTER OBTAINING OWNER'S PERMISSION t0 DO SO. 30. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER 11/3/2016 16098.wd.sl .dwg GENERAL NOTES: (cont.) 31. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 32. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. 33. REMOVE AND REPLACE ALL MOISTURE DAMAGED FINISHES INCLUDING DAMAGED THERMAL AND SOUND INSULATION. 34. PRIOR TO COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL REMOVE AND/OR PHOTOGRAPHICALLY DOCUMENT REPRESENTATIVE SAMPLES OF EXTERIOR TRIM, SIDING, ROOFING, INTERIOR TRIM, DOORS, ALL DOOR HARDWARE, WALL BASE TRIM, WALL COVERINGS, WINDOW COVERINGS, KITCHEN AND BATH ACCESSORIES, APPLIANCES, ETC. AS A GUIDE FOR REPLACEMENT OF LIKE -KIND MATERIALS. 35. THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT THE END OF THE PROJECT. CONSTRUCTION: 36. ALL VENTILATION OPENINGS 8I -ALL BE SCREENED EXCEPT DRYER VENTS. ALL VENT OPENINGS SHALL NAVE LOUVERS. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING AND RECERTIFICATION OF THE EXISTING FIRE ALARM SYSTEMS IF REQUIRED BY THE FIRE MARSHAL OR BUILDING DEPARTMENT. 38. MECHANICAL EXHAUST DUCTS WH1C14 PENETRATE FIRE RESISTIVE FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE FIRE DAMPERED OR LOCATED WITHIN FIRE RESISTIVE SHAFTS IN ACCORDANCE WITH IBC SECTION 111. 39. PROVIDE FIREBLOCKING AT INTERCONNECTIONS BETWEEN CONCEALED SPACES (SUCH AS SOFFITS, DROPPED CEILINGS, WALL CAVITIES, ETC.) AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT 10' INTERVALS IN ACCORDANCE WITH IBC SECTION 118. 40. 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 WIN IBC SECTION 114. 41. SMOKE SEAL EXISTING FRAMING THAT IS TO REMAIN. 42. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE PLUMBING CODE AMENDMENT RCW 19.21.110. 43. ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO PACIFIC ENGINEERING TECHNOLOGIES, INC., A COPY OP THE INSTALLATION INSTRUCTIONS AND RELATED INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON NE SITE DURING REPAIRS RELATING TO THAT WORK. 44. PROVIDE WEATHER -RESISTIVE BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH IBC 14032. WEATHER -RESISTIVE BARRIER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 45. INSTALL STUCCO IN ACCORDANCE WIN IBC 2512 AND IN ACCORDANCE WIN THE RECOMMENDATIONS OF NORTHWEST WALL AND CEILING BUREAU. 46. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IBC CHAPTER 14. 41. NE CONTRACTOR 314ALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 48. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 49. ALL NEW WINDOWS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 50. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH IBC SECTION 2406. 51. WINDOWS AND DOORS SHALL BE INSTALLED WITH PENETRATION FLASHINGS AND IN ACCORDANCE IBC SECTION 14032 AND 1405.4 AND WITH ASTM E 2112. WORK THIS PERMIT SHOWN SHADED WWW 251.6't BUILDING 'A' ASPHALT PARKING LANDSCAPING SOUTH 146th STREET SIT PLAN (NOTE: ®®THE SITE PLAN SHOWN IS SCALE: I" a 40' SCHEMATIC AND IS FOR REFERENCE ONLY PROJECT NA4TIVE THE PURPOSE OF THESE DRAWINGS IS TO SHOW REPAIRS FOR THE DAMAGE CAUSED BY THE RECENT FIRE AT BUILDING B OF TI -IE PARK AVENU APARTMENT COMPLEX. NE STRUCTURAL DAMAGE CAUSED BY NE FIRE OCCURRED MAINLY TO THE WOOD FRAMING IN THE REAR PORTION OF UNITS 22 AND 23. HOWEVER, FIRE, SMOKE AND WATER FROM NE FIRE -FIGHTING EFFORTS ALSO RESULTED IN REPAIR WORK t0 UNITS 2 AND 3. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING UNDAMAGED FRAMING MEMBERS. NO REVIEW OF NE LATERAL FORCE RESISTANCE OF THE EXISTING BUILDING HAS BEEN PERFORMED. MECHANICAL, ELECTRICAL AND PLUMBING WORK IS NOT INCLUDED IN THIS SCOPE OF WORK AND IS t0 BE BIDDER DESIGNED (BY OTHERS) AND SUBMITTED UNDER A SEPARATE PERMIT. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, VAPOR RETARDERS, ETC. IS NOT INCLUDED IN THESE DRAWINGS. C.'tl RO[t2Ury SL S• 10II 1St 1• yq x r. RAINIER BEACH Whys Center S 13Gth St ti S 136t11 St Saanot St 4 -� ALLENTOWN';. U 13 Oat St s O SV114GthSt 5. t.: S 146th Burson c4r, 1S2 NJ Sl S, Stith St 3440 South 146th Stress Tukwila StarfireSpor�s ■: r S116till t 'i'?10-h 51 Bryn Mawr -Skyway 513ind ;t Renton DO 'Sth 51=00' 6 S1§end Si Westfield Sduthcenter Seattle -Tacoma Interrietionel Airport s11 " t.,. SOUTHCENTER 176th St SoaTac SW 4161 Sl Normandy Palk S 1UUIh 5: rg VICINITY MAP eN SCALE: NONE ASSESSOR'S MUMMER: 0040000321 LEGAL DESCRIPTION: ADAMS HOME TRS N 103 FT EUI .D INCA DATA: JURISDICTION: BUILDING CODE: ZONING: OCCUPANCY TYPE: CONSTRUCTION TYPE: SPRINKLERED: BUILDING SQUAB FOOTAGE: STORIES: SWEET INDEX: SHEET I SHEET 1.1 SHEET 2 SHEET 3 SHEET 4 CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS RC - REGIONAL COMMERCIAL R-2 (APARTMENTS) VA NO 1,140 SQ. Ft. EA. FLOOR (NO CHANGE) 2 -STORIES (NO CHANGE) PROJECT NARRATIVE, VICINITY MAP, SITE PLAN, ASSESSOR'S No., LEGAL DESCRIPTION, SHEET INDEX, BUILDING DATA AND NOTES NOTES FIRST FLOOR PLAN AND SECOND FLOOR PLAN FELE COPY SECOND FLOOR FRAMING PLAN AND ROOF FRAMING PLAN BUILDING CROSS-SECTION AND SECTIONS Permit No, SEPARATE PE ' IIT REQUIRED FOR: Mechanical ,,ET Electrical Rif Plumbing Gas Piping City of Tukwila 13Ull_D ":'G DIVISION 4) O z oV 0 w 3 U r O z 2. c) . N ZrU .- co cn cV o0 a, cjd ;o: Y 0 2 :n • .4 (1) ..4 4:41 114 ttO W Plan review approvmil is subject to errors and omisS Approval of construction documents does not autii the violation of any adopted code or ordinance. R of approved Field Cop d conditions is acknowle By: Date: II - 3- IL - City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: PieViSi013 viii rlquirc a n w plan submittal cni ray ir'w:ud^ additional plan r.. fees j NOV 072016 6ERMIT CENTER tom REVIEWE CODE COM APPR • NOV 2 2 City of Tu BUILDING L Julpt kwila (VISION ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 (I) w 1 a 4 J w Job No. 16098.00 • FRAMING NOTES: FLOOR t ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT THE SUPPORTS. PROVIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST SPAN. FLUSH BEAMS (FB) NOT CALLED OUT ON THE PLANS SHALL BE DOUBLE JOISTS. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL HAVE 1/2" SPACERS AND BE SPIKED TOGETHER WITH 1001 NAILS AT 16" O.C. ALONG EACH EDGE UNLESS OTHERWISE NOTED. PROVIDE CUT WASHERS FOR ALL BOLI HEADS AND NUTS BEARING ON WOOD. {DEARING WALL FRAMING: 2X4 STUDS 4T 16" O.C. TO MATCH EXISTING AT EXTERIOR WALLS. AND 2x4 STUDS AT 16" O.C. At INTERIOR WALLS. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 OR A 3 1/2 "x 1 1/4" LAMINATED STRAND LUMBER (LSL) WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS, AND (2) 2x12 WITH TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-0" WIDE. 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 19/32" MIN. NAILED TO JOISTS WITH 10d NAILS At 6" O.C. At ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. FLOOR SHEATHING: APPLY PLYWOOD TO MATCH EXISTING THICKNESS 23/32" MIN. NAILED TO JOISTS WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. SHEAR WALL SHEATHING: GYPSUM SHEATHING AT PARTY WALLS SHALL BE INSTALLED AS FOLLOWS, SHEAR WALL GENERAL NOTES: SHEAR WALLS NOTED 'SW -X' ON THE PLANS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: I. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING (AS INDICATED IN 51NEAR WALL SCHEDULE). PROVIDE SOLID BLOCKING AT PANEL EDGES AS REQUIRED. 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. 3.PROVIDE SHEAR WALL NAILING CONSISTING OF 6P COOLER NAILS AT 1" ON CENTER OR "6 DRYWALL SCREWS AT 8" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER At INTERMEDIATE STUDS FOR ENTIRE LENGTH OF WALLS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING. 4.DISTANCE BETWEEN UPPER TOP PLATE SPLICE AND LOWER TOP PLATE SPLICE SHALL BE 4'-0" MINIMUM WITH (20) I0d NAILS. PROVIDE MST21 STRAP WHERE 4'-0" CANNOT BE ACHIEVED. FIRE PROTECTION NOTES: SMOKE DETECTORS: SMOKE DETECTORS SHALL CONFORM TO REQUIREMENTS OF IBC SECTION 9012.112 THROUGH 9012.11.4 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 THE IBC SECTION 9152 THROUGH 915A, • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH AND MANUFACTURER'S RECOMMENDATIONS • LOCATED IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. • CARBON MONOXIDE DETECTORS SHALL COMPLY WITH UL 2034. • SHALL BE CONNECTED TO THE BUILDING WIRING SYSTEM. 11/3/2016 16098.wd.sl .1.dwg 5UI1.I,7INC ENVELOPE SPECIFICATIONS: ENERGY CODE: PROVIDE THERMAL INSULATION IN ACCORDANCE WITH 2015 WASHINGTON STATE ENERGY CODE N ACCORDANCE WITH RESIDENTIAL TABLE 8402.1.1 ROOF RAFTERS EXTERIOR WALL (EXISTING) RIM JOSTS HEADERS FLOORS OVER UNCONDITIONED SPACE EXHAUST DUCTS (CRAWLSPACE OR ATTIC) HOT WATER PIPES GL4ZINks DOORS U=0.30 MAX. U = 0.30 MAX. R -38c R -I5 (2x4 FRAMING) R-21 R-10 R-30 R-4 R-4 A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R -VALUES, WINDOW AND DOOR U-VALLES, DUCT AND AIR LEAKAGE TESTING RESULTS 51-1ALL BE POSTED ADJACENT TO THE ELECTRICAL PANEL. WINDOWS (R402.4,3): WINDOWS SHALL MEET THE FOLLOWING SPECIFICATIONS: L SHALL BE NRFC 100 CERTIFIED. 2. HAYE AN AIR LEAKAGE RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRC 400 OR AAMA/WDMA/CSA 101/1.S.2/A440. 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 AAMA/UDMA/CSA 101/1.52/4440. VAPOR RETARDERS (R402.I.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. PVA PAINT HAVING A PERME4NCE RATING OF ONE PERM DRY CUP RATING OR LESS IS ACCEPTABLE g2N WALLS ON Y 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 DR`'WALL. CRAWL SPACE VAPOR RETARDER: PROVIDE A MINIMUM 10 MIL THICK BLACK POLYETHYLENE SHEET OR SIMILAR CLASS I WITH A VAPOR RETARDER WITH A 0.1 PERM OR LESS RATING IN ACCORDANCE WITH ASTM E 96. NE VAPOR RETARDER SHALL BE PLACED OVER THE EXPOSED EARTH IN NE CRAWL SPACE. LAP JOINTS SHALL BE 12" AND SEALED AND SHALL EXTEND UP VERTICAL SURFACES 6" MINIMUM AND BE SEALED TO THE FOUNDATION WALLS. AIR LEAKAGE SEA ING: THE FO -LOWING AREAS OF THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKErED, OR WEATHER-STRIPPED TO 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 WIN WASHINGTON STATE MECHANICAL CODE. SOURCE SPECIFIC: KITCHEN 100 CFM BATHROOMS 50 CFM 1.0 SONE MAX. LAUNDRY ROOMS 50 CFM 1.0 SONE MAX. AT LEAST ONE SOURCE SPECIFIC FAN SHALL HAVE A 24 HOUR AUTOMATIC TIMER WITH MANUAL CONTROL. EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE BUILDING ARE TO BE LOCATED A MINIMUM OF 3'-0" FROM WINDOW AND DOOR OPENINGS. FOR THE FIRST FLOOR UNITS PROVIDE I -HOUR EXHAUST DUCT ASSEMBLIES, REF. TO SECTION 8 ON SHEET 4. NATURAL VENTILATION SHALL BE PROVIDED BY OPERABLE SCREENED AIR INLETS IN THE WINDOWS. MECHANICAL VENTILATION AND OUTDOOR AIR INTAKE: MECHANICAL VENTILATION SYSTEM COMPLYING WITH WASHINGTON STATE RESIDENTIAL MECHANICAL CODE M15013. PROVIDE WHOLE -HOUSE VENTILATION USING A SOURCE SPECIFIC MECHANICAL VENTILATION FAN WITH A 24 HOUR AUTOMATIC TIMER WITH MANUAL CONTROL. PROVIDE SCREENED VENTS IN THE WINDOWS IN EACH HABITABLE SPACE. DUCT TSTING (8402.4.5 AND 8403.3.3): ALTERED AND NEW HVAC DUCTING 514ALL BE SEALED IN ACCORDANCE WITH THE ENERGY CODE 8403.3.4, DUCTS SHALL SE TESTED FOR LEAKAGE IN ACCORDANCE W1114 WASHINGTON STATE UNIVERSITY STANDARD DUCT TESTING RS -33. LIGHTING ( R404.1): A MINIMUM OF 15 PERCENT OF ALL NEW PERMANENTLY INSTALLED BULBS IN LIGHTING FIXTURES SHALL SE 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 TWAT 2.0 CFM WHEN TESTED AT A 151 PSF (15 PA) AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE. GAS APPLIANCES (R404.1,I): ALL NELU FUEL GAS SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. STRUCTURAL NOTES: CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 EDITION. LIVE LOADS: ROOF SNOW LOAD RESIDENTIAL LIVE LOAD 25 PSF 40 PSF LATERAL LOADS (BASED ON ASCE 1): WIND DESIGN DATA: WIND SPEED IMPORTANCE FACTOR RISK CATEGORY EXPOSURE 110 MPH 11 B EARTHQUAKE DESIGN DATA (USING USGS SEISMIC HAZARD MAPS): LATITUDE 41.413° N LONGITUDE -122.288° UJ Ss 1.548 SI 0.606 SITE CLASS SDS 0.994 SDI 0.558 IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY LIMITED DAMATGE TO BUILDING- SEISMIC LOADS NOT EVALUATED. LATERAL FORCES ARE TRANSMITTED BY THE ROOF 4 FLOOR DIAPHRAGMS TO THE SHEAR WALLS BY TRIBUTARY AREA. NAILS: NAILING SHALL SE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 IN THE IBC. ALL NAILS 514ALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: 10d 3" x 0.131" D IA. I0d 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 SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC -E5 APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL 5! FASTENED TO THE FRAMING MEMBERS USING TI -4E NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HOG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USW 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 BE 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 "1 Fcm1350 PSI OR STUD GRADE Fc=800 PSI HEM -FIR "1 Fc 0405 PSI HEM -FIR *1 Fb=915 PSI OR "2 Flo m850 PSI HEM -FIR "1 Fb=915 PSI OR "2 Fb =850 PSI HEM -FIR *1 Fbm915 PSI OR 4'2 Fb =850 PSI ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I GRADE C -D WITH A MIN. SPAN RATING OF 40/20 FOR FLOORS, 32/16 FOR ROOF. ALL ABUTTING PANELS 514ALL HAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE SHALL SE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C2 WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA) TO 025 PCF RETENTION WITH AN ASSAY ZONE 0.4" IN DEPTH. PAINT ALL SCARS, CUTS AND DRILL HOLES WITH TWO COATS OF COPPER NAPTWENATE OR CREOSOTE. RECEIVED CITY Ot= NOV PERMIT a) v 0 z EU 0 } c 1. 3 O 1 1700 Westlake __ ,a) 414° o 4-1 CL) =ACU1:14 tz.0 gb, i -- Q- (1/ LU L.- rfL TUKWILA V OW tu 7 &fIEWED FOR , Q CODE COMPLIANC CEN}''ROVED "'C� NOV 2 2 2016 Z O- fa City of Tukwila BUILDING DIVISIO N ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 L 1.1 Job No. 16098.00 14 © ' 1/0100 3 11'-1"± 1 I/2"± 1'1' -11"t REMOVE AND REPLACE STUCCO AT REAR NEW 51°x 2tm HORIZ. SLIDER EGRESS DEDROOM 6 SOLID CORE DOOR W/ SELF CLOSING DEVICE AND WEATHER STRIPPING 11/3/2016 16098.wd.s2.dwg 1 NEW IL20x30 1 5L IPEx3F EMPERE LIVING/DINING UNIT 2 0 PATH I EF CO X 41X KITCHEN RH EXIST. STAIR AND BALCONY TO REMAIN (NO FIRE DAMAGE) NEW WINDOW SPECIFICATIONS: 0 SIM UP NEW 5!0x 2Im NI HORIZ. SLIDER EGRESS DEDROOM SD 26x6° OO 0 KITCHEN R14 LIVING/DINING UNIT 3 SIM EXIST. WINDOW TO REMAIN A -A 4 -❑ FIRST FLOOR PIAN oa SCALE: 1/4" ■ 1'-0" UNITS *2 AND *3 REMOVE AND REPLACE ALL INTERIOR FLOOR, WALL AND CEILING FINISHES THE NEW WINDOWS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. CONTRACTOR t0 VERIFY THE EXISTING ROUGH OPENING PRIOR TO ORDERING TI -4E WINDOWS. 2. VINYL FRAMED, DUAL PANE WITH INSECT SCREENS, AIR VENTS AND LOW -E COATING WITH NAIL FLANGES. 3. CONTRACTOR TO VERIFY BEDROOM WINDOWS MEET EGRESS REQUIREMENTS BELOW. 4. THE WINDOW CONFIGURATIONS AND HARDWARE ARE TO BE APPROVED BY THE OWNER PRIOR TO PURCHASE OF THE WINDOWS. 5. THE CONTRACTOR IS TO CLEAN THE WINDOWS AFTER THE REPAIR WORK IS COMPLETE. 6. RERERENCE PLANS AND BUILDING ENVELOPE SPECIFICATIONS ON SHEET 41.1 FOR ADDITIONAL INFORMATION. 1. DESIGN WIND PRESSURE: 20 PSF MINIMUM EGRESS REQUIREMENTS FOR BEDROOM WINDOWS: WINDOWS IN SLEEPING ROOMS SHALL HAVE At LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW THAT MEETS THE FOLLOWING REQUIREMENTS: 1. 514ALL BE IN ACCORDANCE WITH IBC SECTION 1030. 2. THE SILL HEIGHT SHALL BE A MAXIMUM OF 44" ABOVE THE FLOOR 3. A MINIMUM OPENING HEIGHT OF THE WINDOW SHALL BE 24". 4. A MINIMUM OPENING WIDTH OF THE WINDOW SHALL BE 20". 5. HAVE A MINIMUM NET CLEAR OPENING AREA OF 5.1 SQUARE FEET. NEW ENTRY DOOR SPECIFICATIONS: NEW UNIT DOORS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. CONTRACTOR TO VERIFY THE EXISTING ROUGH OPENING DIMENSIONS PRIOR TO ORDERING DOORS. 2. SHALL BE FIRE RATED FOR 20 MINUTES. 3. FIRE RATED DOORS SHALL BE IN ACCORDANCE WITH IBC SECTION iib. 4. DOORS SHALL BE SOLID CORE METAL CLAD MEETING THE THERMAL SPECIFICATIONS ON SHEET 1.1 5. DOORS SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 AND UL IOC. 6. DOORS SHALL BE PERMANENTLY LABELED AND AFFIXED TO THE DOOR OR FRAME IN ACCORDANCE WITH NFPA 80. 1. SHALL BE PROVIDED AND LABELED FOR SMOKE SEALING AND DRAFT CONTROL IN ACCORDANCE WITH UL 1184. 8. DOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 50. 9. PROVIDE A SIGHT GLASS WITH AT LEAST 0.25 INCH THICK GLASS DISC AND METAL HOLDER THAT WILL NOT MELT OUT WHERE SUBJECT TO TEMPERATURES OF 1,100*F. 10. PROVIDE A UNIT NUMBER AND DOOR KNOCKER 11. PROVIDE SELF CLOSERS. 12. PROVIDE ADA APPROVED HARDWARE WITH A DEADBOLT LOCK. 13. THRESHOLD SHALL EE A MAX. 1/2" TALL. 14. DOORS SHALL BE PAINTED TO MATCH EXISTING. 1 ® ® 1 OUTLINE OF BALCONY ABOVE KEY EF O SOLID CORE DOOR W/ SELF CLOSING DEVICE AND WEATHER STRIPPING 1'1'-1"± 9, I/2"± I1'-11"± REMOVE AND REPLACE 0000 00100 0000 01000 .11•00 NEW 510x 210 STUCCO AT REAR 8 4 HORIZ. SLIDER EGRESS BEDROOM •26 a Z NEW 20x 3m (SLIDEN TEMEREID )_IVING/DINING UNIT 22 O BATH EF CO �n KITCHEN 3® x7® DBL. HORIZ. SLIDER RI -4 0 o O O O SIM NEW I2°x 30 L 1 (SLIDER TEMPERED BATH EF 0 O O O o KITCHEN RH NEW 51mx 21° NORIZ. SLIDER EGRESS DEDROOM 26 00000 000 LIVING/DINING UNIT 23 DALCONY SMOKE DETECTOR, REFERENCE SHEET 1.1 DN FE !BALCONY CARBON MONOXIDE DETECTOR, REFERENCE SHEETI.1 EXHAUST FAN, REFERENCE SECTION AND SPECIFICATIONS ON 51-IEET 1.1 El RANGE HOOD, REFERENCE SECTION AND SPECIFICATIONS ON SHEET 1.1 FE FIRE EXTINGUISHER REFERENCE SPECIFICATIONS ON SHEET 1.1 HOT WATER TANK 8 4 8 4 EXHAUST DUCT PA -H WITHIN JOIST CAVITY OR SOFFIT - TERMINATE DUCT AT EXTERIOR OF BUILDING MINIMUM 3'-0" FROM WALKWAYS AND WINDOW AND DOOR OPENINGS S 4 R 00110 00100 0110110 WALL TYPES REFERENCE SECTION 5 4 PROVIDE 5I4ELF AND ROD IN CLOSET SIM. GRIND OFF EXIST. MARBLECRETE STUCCO FINISH AND INSTALL NEW MARBLECRETE FINISH FROM JOINT tO JOINT WITH A VAPOR PERMEABLE (PERM. RATING OF 1 OR HIGHER) PAINT TO VERT. JONT AND PAINT TO MATCH EXIST. EXIST. STAIR AND BALCONY TO REMAIN (NO FIRE DAMAGE) EXIST. GUARDRAIL TO REMAIN A -A 4 SECOND FLOOR PLAN SCALE: 1/4" o 1'-0" UNITS *22 AND 023 REMOVE AND REPLACE ALL INTERIOR FLOOR, WALL AND CEILING FINISHES EXIST. BALCONY TO REMAIN (NO FIRE DAMAGE) OUTLINE OF ROOF OVERHANG ABOVE, TYP. RECEIVED CITY OF TUKWILA NOV 0 7 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION ALL INFORMATION • THIS DOCUMENT IS NE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 0 0 z° EU t U _c c O O� Or•O O N U9 co r,,-) sl• I's a fy11- o at 0 0--' 0 u- -J n/ V c tO a a_ Ili ft, y Is- Zmiq 5-oul r 01. En 2 Job No. 16085.00 0 11/3/2016 16098,wd,s3.dwg 0 11'-1"t REPLACE FLOOR SHEATHING AS REQ'D 10 REPAIR FRAMING AND DAMAGED SHEATHING O z 1- 3 uW 4Q 6 4 REMOVE AND REPOLACE FIRE -DAMAGED JOISTS 2x12 JOISTS AT 16" O.C.' (4) 2x12 BEAM H 2x12 JOISTS AT 16" O.C. (4) 2x12 BEAM O z 3 UW EXIST. WALKWAY TO REMAIN (NO DAMAGE) REPLACE DAMAGED SHEATHING A -A 4 (FIRST FLOOR WALLS 5I-4OUJN) SECOND FLOOR FRAMING PLAN 4b, SCALE: 1/4" @ 1'-0" ✓ Cp N ® 1 LEGEND: 1'1'-'1"t 1 1/2"t 1'1'-11"t REMOVE AND REPLACE WALL FRAMING AT SECOND FLOOR 7/////V////�////Vim/ 2x10 JOISTS AT 16" 0.C. (4) 2x10 EXISTING WOOD FRAMED WALL TO REMAIN APPROX. EXTENT OF NEW WOOD FRAMED WALL AND FRAMING APPROX. EXTENT OF NEW FLOOR OR ROOF SHEATHING TO MATCH EXIST. 4 /////iii ////1/////////Xifii to 0 to O- 4) (4) 2x10 REPLACE JOISTS WITH FIRE DAMAGE BEAM to O 0: N 2 4 4 4 r (SECOND FLOOR WALLS SI -TOWN) orN ROOF F M INCA PLAN 440 SCALE: 1/4" is 1'-0" A -A 4 RECEIVED CITY OF TUKWILA NOV 0 7 2016 PERMIT CENTER 0 . aV 0 O z .�per O co 073 (N0 o o o N N CO o E 0.1 C O Ali O tu 0 cn Cors,: e (641 Q) ,!;1) .- ^W, Co) g cd.:74.4 -, 0 W REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 S 4 J • 5 T z al !lJ T -0 w to 4 g_. i 4 VIE � fft. EllA 1 City of Tukwila BUILDING DIVISIOI d ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 3 a) Job No. 16098.00 NEW JOIST, REF. PLAN SOLID BLOCKING, PROVIDE V -NOTCH 4"x4" EA. JOIST SPACE FASCIA, MATCH EXIST. SOFFIT WITH CONT. STRIP VENT PORTLAND CEMENT STUCCO TO MATCH EXISTING OVER (2) LAYERS 60 MIN. BUILDING PAPER SIM SECTION: EXIST. EXTERIOR STUCCO PORTLAND CEMENT STUCCO OVER METAL LATH (EXIST. AT SIM SECTION) (2) LAYERS 60 MIN. BUILDING PAPER (EXIST At SIM SECTION) SECTION 1 SCALE: 1" = 1'-0" NEW ROOF MEMBRANE PROVIDE BAFFLE ROOF 1" AIRSPACE R -38c BATT INSULATION 5/8" TYPE 'X' GWB CEILING ATTACH W/ 1 1/8" DRYWALL SCREWS AT 1" O.C. 5/8" TYPE 'X' GWB I -HOUR IBC 122.6.2A R -I5 BATT INSULATION 5/8" TYPE 'X' GWS ATTACH W/ 1 1/8" LONG DRYWALL SCREWS At 1" O.C. 2x4 WOOD FRAME WALL EXTERIOR WALL 1 -HOUR IBC TABLE 121.1(2)15-13 3" MINERAL WOOL SOUND INSULATION (2) LAYERS 5/8" TYPE 'X' WATER RESISTANT GWB TO EXTEND TO FLOOR, TYP. TUB AND SHOWER ENCLOSURE PLYUJOOD FLOOR SHEATHING CONC. SLAB ON GRADE AT FIRST FLOOR 11/3/2016 16098.wd.s4.dwg NEW JOIST, REF. PLAN SIMPSON U2I0 JOIST HANGER OR EQUIVALENT EXISTING BEAM 5/8" TYPE 'X' GWB EACH SIDE ATTACH W/ 1 1/8" LONG DRYWALL SCREWS AT 1" O.C. 2x4 WOOD FRAME WALL INTERIOR <> PART ItION WALL ® TYPICAL 115L. STUD WALL AT EAT1-1 SCALE: 1 1/2" = I'-0" 1 -HOUR GRIND OFF EXIST. MARBLECRETE FINISH COAT TO INSTALL NEW TO MATCH EXIST. EXIST. STUCCO TO REMAIN. CLEAN AND PREP IN ACCORDANCE W/ STUCCO MANUFACTURER TO ACCEPT NEW FINISH COAT LAP EXIST. BUILDING PAPER OVER NEW WRB IN WEATHER BOARD FASHION APPLY REINFORCING MESH AT TRANSITION CAREFULLY CHIP OUT EXIST. STUCCO AWAY FROM SAWCUT. APPLY BONDING AGENT TO EXIST. STUCCO TO REMAIN 2x4 WOOD FRAMED WALL PROVIDE 1-1-1R RATED FIRE SEALANT AROUND PLUMBING PENTRATIONS CONT. FIRE BLOCKING AT UNIT SEPARATION WALL. CONTINUE PAST TOP AND BOTTOM PLATES PROVIDE CONT. FIREBLOCKING FILLER MATERIAL. REF. TO MATERIAL SPECIFICATIONS FOR ACCEPTABLE MATERIALS SECTION ROOF 2 SCALE: 1" = i'-0" FULL HEIGHT 5/8" TYPE 'X' GWB FIRE BLKG. AT 10' MAX. INTERVALS R -38c BATT INSULATION 5/8" TYPE 'X' GWB CEILING ATTACH W/ 1 1/8" DRYWALL SCREWS AT 1" O.C. 1 -HOUR IBC 122.6.2.4. O3 PARTY UJALL 1 -HOUR 15C 122.6.2.1 EXIST. GWB TO REMAIN (NO DAMAGE) FULL HEIGHT 5/8" TYPE 'X' GWB FIRE BLKG. AT 10' MAX. INTERVALS O5 PARTY WALL 1 -HOUR IBC 122.6.2.1 (PLAN VIEW) WALL TYPES SCALE: 1" : 1'-0" TYPICAL EXIST. STUCCO TO NEW STUCCO NO SCALE SOLID BLOCKING 'CONT. 2x BLOCKING (EXIST. FLOOR JOIST 3/4" PLYWOOD SECOND FLOOR (2) LAYERS 5/8" TYPE 'X' GWB 3 1/2" MAX. THICKNESS GLASS OR MINERAL FIBER INSULATION EXIST. OR NEW TO MATCH WOOD FRAME WALL (2) LAYERS 5/8" TYPE 'X' GUJB EACH SIDE ATTACH BASE LAYER W/ 1 1/4" TYPE W DRYWALL SCREWS AT 12" O.0 ATTACH FACE LAYER W/ 1 1/8" TYPE W DRYWALL SCREWS AT 12" O.C. CF -SET 6" FROM BASE LAYER STAGGER JOINTS 16" EA SIDE 3 1/2" MAX. THICKNESS GLASS OR MINERAL FIBER INSULATION EXIST. OR NEW TO MATCH WOOD FRAME WALL (2) LAYERS 5/8" TYPE 'X' GUS EACH SIDE ATTACH BASE LAYER W/ 11/4" TYPE W DRYWALL SCREWS AT 12" O.C. ATTACH FACE LAYER W/ 11/8" TYPE W DRYWALL SCREUS AT 12" O.C. CFFSET 6" FROM BASE LAYER STAGCIER JOINTS 16" EA SIDE SAWCUT EXISTING STUCCO AND REMOVE. FEATHER IN NEW STUCCO. BE CAREFUL NOT TO DAMAGE UNDERLYING EXIST. WRB TO REMAIN. IF EXIST. WRB IS DAMAGED CONT. TO REMOVE STUCCO UNTIL A MIN. OF 6" OF UNDAMAGED WRB IS ACHIEVED APPLY MARBLECRETE FINISH COAT TO ENTIRE WALL SURFACE TO NEAREST CONTROL JOINT OR COMER CAREFULLY REMOVE EXIST. STUCCO FROM EXIST. METAL LATH AND LAP WITH NEW METAL LATH 6" MIN. INSTALL (2) LAYERS 60 MIN. BUILDING PAPER (WRB) LAP WITH EXIST. BUILDING PAPER WRB TO REMAIN IN WEATHER BOARD FASHION NEW STUCCO BROWN AND SCRATCH COAT SECTION 3 SCALE: 1" = l'-0" R-21 BATT INSULATION AT RIM FILL VOID W/ INSULATION 1(2) 2x3 PLATES 2x4 STUDS AT 16" O.C. FLATWISE 'CONT. 2x BLOCKING PORTLAND CEMENT STUCCO AND METAL LATH TO MATCH EXIST. OVER (2) LAYERS 60 MIN. BUILDING PAPER EXIST. 2x4 AT 16" WALL TO REMAIN SECTION 6 SCALE: 1" = 1'-0" R-21 RIM BATT INSULATION (2) 2x3 PLATES (2) LAYERS 5/8" TYPE 'X' GWB NEW 2x4 AT 16" O.C. WALL REPLACE JOISTS AND SHEATHING PER PLAN SECOND FLOOR (2) LAYERS 5/8" TYPE 'X' GWB ATTACH SASE LAYER W/ 1 1/4" TYPE W OR 5 DRYWALL SCREWS AT 24" O.C. ATTACH FACE LAYER W/ 1 1/8" TYPE W OR S DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOINTS AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. 2" BACK ON EITHER SIDE OF END JOINTS OFFSET JOINTS 24" FROM BASE LAYER SECTION SCALE: 1" = 1'-0" EXIST. FLOOR JOISTS SECOND FLOOR 111! itt, PLYWOOD ROOF SHEATHING 5/8" TYPE 'X' GWB CEILING ATTACH W/ 1 1/8" DRYWALL SCREWS AT 1" O.C. 2x4 STUDS AT 16" O.C. FLATWISE CONT. 2x BLOCKING (2) LAYERS 5/8" TYPE 'X' GWB ATTACH BASE LAYER W/ 1 1/4" TYPE W OR 5 DRYWALL SCREWS AT 24" O.C. ATTACH FACE LAYER W/ 1 1/8" TYPE W OR S DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOINTS AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. 2" BACK ON EITHER SIDE OF END JOINTS OFFSET JOINTS 24" FROM BASE LAYER 25'-8"± SECTION 1 SCALE: 1" = I'-0" MISC. PENETRATION NOTES: 1. HOLES FOR WIRING AND PLUMBING PENETRATIONS IN TOP AND BOTTOM PLATES, FLOOR JOISTS, STUDS, ETC. THAT PASS THROUGH A HEATED SPACE TO A UNHEATED SPACE OR INTO ANOTHER UNIT ARE TO BE SEALED WITH FIRE RATED EXPANDING FOAM OR SEALANT TESTED IN ACCORDANCE WITH ASTM E 814 OR UL141g WITH AN F RATING/T RATING NOT LESS THAN 1 -HOUR TYPICAL ALL ASSEMBLIES. 2. ANY GAPS THAT CANNOT BE FILLED IN ACCORDANCE WITH THE SEALANT MANUFACTURER'S INSTALLATION RECOMMENDATIONS SHALL BE FIREBLOCKED. 3. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EXIST. BEAM 1 -HOUR IBC 122.6.2.1 BALCONY SOUND INSULATION R-30 BATT INSULATION R 38c BATT INSULATION Z S1S1S8881S1SA881S1S1S1S1S LS1S1 1S1S1 ANS1SI 88/SM S1S1SiS1S1S1S1S1S1S88/V58/S8/181S1S1S1S88/1/ 1S LIVING / DINING UNIT 23 BEDROOM x99999999 Q999 999999999999 J99 9 -lll7l'Ijj'L ` 7I'7—'7IIIT7I"'-7IL7I''—j'IjIlI—L[I7I'—�7'TI _=1�—�—iII-1L1= l—I I1 X11 I— I I—�(—I I I T-1Tr=1Tf=1 L, -II i -1=l I I!T-I 11=11 I-1 I I IT I UUI 99 LIVING / DINING UNIT 3 CRAWLSPACE BEDROOM I III—I—TI I x17 I 11-71 II— I T SECTION 3 1/2" GLASS OR MINERAL FIBER INSULATION AT EA. BATHROOM EXHAUST DUCT (RANGE H000 AT SIM. SECTION), WRAP IN I -1-1R FIRE WRAP INSULATION, APPLY I -IHR FIRE SEALANT AROUND PIPE AT TOP AND BOTTOM PENETRATIONS PROVIDE FULL HEIGHT 5/8" TYPE 'X' FIRE BLOCKING AT 10' MAX. INTERVALS NEW OR EXIST. FRAMING (2) LAYERS 5/8" TYPE 'X' GWB S SCALE: 1 1/2" = 1'-0" I I I1I I,,TL-1 III=rr Frri- II=1T_I �IIIm, Tf11�L_I 1T-ITf=x11=I I I=III=11,7L� T i 1111 mTiTi->Ti=r 6 MIL. BLACK VAPOR RETARDER 5UILOING SECTION A -A SCALE: 1/4" = 1'-0" N cA RECEIVED CITY OF TUKWILA NOV 0 7 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 A 0 z --; o o O O�'HN co 92 3vo tuhi hi hiN 2,E "i d 0 0 o8o NN00 z ON O U tpu Dot° 0 et �z Arao.1 a 4 J City of Tukwila UILDING DIVISION ALL INFO11ATION ON THIS DOCUMENT IS NE EXCLUSIVE PROPERTY' OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2016 4 s Job No. I60g8,00