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HomeMy WebLinkAboutPermit D12-205 - SMITH RESIDENCE - FIRE DAMAGE REPAIRSMITH RESIDENCE 10394 BEACON AV S D12 -205 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 5476800193 Address: 10397 BEACON AV S TUKW Suite No: Project Name: SMITH RESIDENCE - FIRE REPAIR Permit Number: D12-205 Issue Date: 08/21/2012 Permit Expires On: 02/17/2013 Owner: Name: SMITH BRYAN E SR Address: 10397 BEACON AVE S , SEATTLE WA 98178 Contact Person: Name: JESSE BINFORD Address: 3605 C ST NE , AUBURN WA 98002 Phone: 253 - 833 -5557 Contractor: Name: OWNER AFFIDAVIT ON FILE - BRYAN E SMITH Phone: Address: , Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: FIRE DAMAGE REPAIR: REMOVE AND REPLACE EXTERIOR WALL AT WEST END OF RESIDENCE AND SOUTHWEST CORNER AT BASEMENT. REMOVE AND REPLACE UPPER DECK AND EXPAND THE SIZE OF THE DECK. NEW INTERIOR FINISHES AT THE BASEMENT AND PORTION OF FINISHES AT THE MAIN FLOOR. NEW MASTER BATH AT MAIN FLOOR. HOUSE ON SEPTIC. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE AND EROSION CONTROL. Value of Construction: $62,500.00 Fees Collected: $2,071.15 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12-205 Printed: 08 -21 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 1 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End'Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: ' -1 AL. Date: I hereby certify that I have read and governing this work will be complie Public: Non - Profit: N Public: 4i) ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr . e 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: Print Name: &1414 ( sm, Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. doc: IBC -7/10 D12 -205 Printed: 08 -21 -2012 6: All construction shall be done in conform with the approved plans and the requireme f the International Building Code or International Residential C International Mechanical Code, Washingto a Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Applicant shall contact Public Works at 206)433 -0179 to schedule a pre - construction meeting with Public Works Project Inspector. All inspection requests shall be made 24 hours in advance by calling (206)433 -0179. 15: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 16: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Prior to final permit sign -off aplicant shall submit re- recorded copy of Non - Protes Agreement (sewer) which was recorded under KC recording no. 20120709000422 with incorrect tax parcel number. doc: IBC -7/10 D12 -205 Printed: 08 -21 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www..rukwilaW A.gov 40 Building Permit No. Project No. Date Application Accepted: Date Application Expires: D �a -zo s 1 (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: 1 O39 5 Tenant Name: N King Co Assessor's Tax No.: 54 7+ (o SCE- O 19 3 Suite Number: PROPERTY OWNER Name: 'B12>IA1Ji .sM1 TM n/� Address: 1 0 -v 9} e ACoN ITV G S City:. V1CWi Lif , State: N\ A Zip: qm4S CONTACT PERSON — person receiving all project communication Name: F.S� S ---6N't� —o2b Address: 3605 C. s,..1. 1x, c, City: uIZ��I. State: \► yp Zip :,6002 �3 u Phone: 253 5 Sss-iax: 7.3 - 833 -74309 Email: ' J , ZN •FOtz.bC, N ET GENERAL CONTRACTOR INFORMATION Company Name: Address: Company Name: tN 0iZ� 1� S /-� Address: J NINA 1^ City: State: Phone: 'pe2S0 NA Fax: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:WpplicanonsTorms- Applications On Line\2011 ApplicanonsV'ermn Application Revised - 8 -9 -1 I.docx Revised: August 201 I bh Floor: New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Name: l''—_ Company Name: tN 0iZ� 1� S /-� Address: J NINA 1^ Architect Name: Zip: Phone: 'pe2S0 NA Fax: Address: Email: City: State: Zip: Phone: Fax: E. .11: ENGINEER OF RECORD Name: �� Company Name: '�C INV ESTI CrA71VC 1IG- INC.E.2_S Engineer Name: —3-es SE tN 0iZ� 1� S /-� Address: J NINA 1^ City: CDT �i-- State: Zip: Phone: 'pe2S0 NA Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION' 206 - 431 -3670 Valuation of Project (contractor's bid price): W Co; Existing Building Valuation: $ I Waaa) Describe the scope of work (please provide detailed information): - 1-18.6 -1-3 PMIA 6-E REPinA\\ Fr_ - �' ?.CrloOE C RPC-AC,e a -�rLlo - WP-L I,O6ST CNa ov SL) Corz.N i 3SM-r„ 9,ernouE. r - -1P`C€ UPPER- 17 C .-N-?'Ata• c1 E or ►'EEG Y.IGw r.1ts- s e AS6%rrNG,Nt c ) FIM1SHES it MAIN fib. SE€` t1k- ANS eNtW Nutp14a DATA q- M tvu ft2 Will there be new rack storage? ❑ Yes If yes, a separate permit and plan submittal will be required. Provide' All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ..40' Other (specify) Stnotc6 136Ta Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1;;K No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. s-r t t G- H:\Applications\Forms- Applications On Line 2011 Applications\Permn Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per BC Type of Occupancy per IBC IS` Floor 12 a 0 �� _7 ,� _� `I ^� �- J 2"d Floor 25 D - \l 3 12-3 — 3rd Floor - Floors thru V c--- J 3 Basement Accessory Structure* ---- Attached Garage C6ASt✓rrNKl) 19 0 ‘ q 0 r.. _.. \ICS 12- .Jl Detached Garage _ _ Attached Carport .■• ._.. ____ Detached Carport _` _ — _ Covered Deck _ _ Uncovered Deck H O – 25 ___.. — PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ..40' Other (specify) Stnotc6 136Ta Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1;;K No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. s-r t t G- H:\Applications\Forms- Applications On Line 2011 Applications\Permn Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which applv): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreements) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right-of-way ❑ 407:Total Cut 1.1 (.0 cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 17 WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Apphcadons\Forms- Applications On Line t2011 Apphcattons\Perma Application Revised - 8 -9 -11 .docx Revised: August 2011 bh Page 3 of 4 • • PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:`�`�t�. Print Nam . 43 /A /#1,45 Mailing Address: o5Csr-N H:Wpplications'Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 l.docx Revised: August 2011 bh Date: 7'564 2- Day Telephone: 3 - 8.33 -5S 9- AVAS City G q ooz State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 5476800193 Permit Number: D12-205 Address: 10397 BEACON AV S TUIKW Status: APPROVED Suite No: Applied Date: 06/12/2012 Applicant: SMITH RESIDENCE - FIRE REPAIR Issue Date: Receipt No.: R12 -02406 Initials: JEM User ID: 1165 Payment Amount: $266.00 Payment Date: 08/21/2012 09:54 AM Balance: $0.00 Payee: BRYAN E SMITH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC RD Pmts Re -Dist OP Authorization No. 251879 ACCOUNT ITEM LIST: Description 266.00 .00 Account Code Current Pmts BUILDING - NONRES BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 000.322.100 000.322.100 000.345.830 000.345.830 000.322.100 000.342.400 000.345.830 - 1,091.30 1,091.30 - 709.35 709.35 250.00 8.00 8.00 Total: $266.00 doc: Receiot -06 Printed: 08 -21 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 5476800193 Address: 10397 BEACON AV S TUKW Suite No: Applicant: SMITH RESIDENCE RECEIPT Permit Number: D12-205 Status: PENDING Applied Date: 06/12/2012 Issue Date: Receipt No.: R12 -01841 Initials: User ID: Payee: WER 1655 Payment Amount: $1,805.15 Payment Date: 06/12/2012 08:41 AM Balance: $0.00 BC INVESTIGATIVE ENGINEERS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7368 1,805.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,805.15 1,091.30 709.35 4.50 doc: Receiot -06 Printed: 06 -12 -2012 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 -367Q Permit Inspection Request Line (206) 431 -2451 D/2--,26S Protect: Sri rH / FS Type of Ins ec io9:L i"=--‘ /�- `�1 Address: /D 3 J 7 /3 f'/9 (d Al "1 Date Called: k 5 `_ _ Special Instructions: 1 2:...----, Date Wanted:. £m.. Requester: Phone No: .cO & "' y53- Q7 i Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Q-eD,CrtA t t-eT7' i \ c r Insp4ctor: Date, 2 t 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 .0 6300 Southcenter Blvd., #100, Tukwila. WA 98188 E (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro Typg�`Inspection: e t • . JVt, �C es je /l C�% t• id A-� J .fJ . 4 Address: Date Called: 1 to W7 ,geJ 9 &I Special Instructibns: Date Wantej1 a.m. Requester: Pho No: - 4 j Y Cy . t JApproved per applicable codes. ® Corrections-required prior to approval. COMMENTS: 6 t) (,•,r) fit. -? ,V)Ptl.in 0 ' -i \L Or ei '. (1 r e 0 i fio OM, -- ACS o i i 6 _ i 7 D _ t' tN\r -s n S k ; 6 : k;' T"�l • •: :I--_...A.c,i \ F' 1,Jt 1-. ( -- ° __o u (--,4-' JApproved per applicable codes. ® Corrections-required prior to approval. COMMENTS: 6 t) (,•,r) fit. -? ,V)Ptl.in 0 ' -i \L Or ei '. (1 r e 0 i fio OM, -- ACS o i i 6 _ i 7 D _ t' tN\r -s n S k ; 6 : k;' T"�l • •: :I--_...A.c,i \ F' 1,Jt 1-. ( -- ° __o u (--,4-' tnspe or: \ I akv., Dater "Z. ri 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) 431 -2451 Dr 2,-265 Project /2'S �` Address: Lc ial Instruc i Re &O Special Type of Inspectio Date Called: Date Wanted. a.m. 'i-- (( 13 Requester: Phone No: 7e1 CO -53 -& ?qrl EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ct) tAA -Je 40,e.Jr:(A-1 J ,tl /( / ��/ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins pec tor: Date: 2. (3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 17_, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Re: Type of Inssp__ection: ) %N Addiess: i ( 0 1 7 4 /t 6dAl Date Called: Special Instructions: Date Wanted:. ' _ I ( —1 3 _ a p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. 1j Inspector: OAN IL O a n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _.s-- �� _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit LZS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 te_. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: __SR( -' Type o�lnspection:! 01 ,- + A--A(4( Address: 45 „e L4 / `.3 Date Ca .ed: V k-e 4 Azi Special Instructions: Date Wanted: f2_ !a .m '--/2. p.m. Requester: Phon No ,n Approved per applicable codes. Corrections required prior to approval. COMMENTS: •. 6 ,l' U d r �14.f Lit ,4- 7:1,0A . . AI Il Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ?. Project: S OA—if- A: Re S O i {- Type of Inspection: t-- Q_ A ws,s.J G kJ- Address: ! rr) -G —7 P,c INO k./ o l� Date Called: okelp J Q Mu N - 1)1 .. Special Instructions: `t &.5ne( +,v\J_ Date Wanted:. in— lo- ? a.m. cp= Requester: (i.. Al\lj L e` R J t c_ r .ro. o1(A J .--- Phone No: •37z --02-7 _ ' --I Or_ ' Di L.1 Mb ,InA perAitri 1--iv- ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: O i {- 4 1) M.,15k A-4r kJ- 11/4-.9 p ifyikia k/NC - 4. A4051— 3/ e--o q W 3 rte- re :c77. okelp J Q Mu N - 1)1 .. U- uJ /, `t &.5ne( +,v\J_ -) NJePA P i - nPri �l r- (i.. Al\lj L e` R J t c_ r .ro. o1(A J .--- to ,y,l,\Lelt i e-/-- . _ ' --I Or_ ' Di L.1 Mb ,InA perAitri 1--iv- Av. KI ', , to d A, P,crr e...A WO J 1 Inspecfti6r: F-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:- p Date: / Li 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) 431 -2451 (206) 431 -3670 Project: C„n,, I T tZra c Type of Inspection: l,3 t1 T ti) t`f fz / h A V Address: ii)3"1 cAc liw`) Date Called: Special Instructions: Date Wanted:. a.m. Requester: 14 1 ) Phone No: 266,-312 - 025 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: :r C9 14--- l _./"✓ L'.Je < v/--- :LAS CM( 14 1 ) tfJ( e p 3 ,"-Th t I Inspector: Date 0 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -30 Permit' Inspection 67 ection Request Line (206) 431 -2451 12 Project: Type of Inspection: lL' r 1 Address: Date Called: Special Instructions: Date Wanted:. 10 -12- %7 a.m. �.. Requester: Phone No 6C. -372 -Ol 7 Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. o Date: O 2-- `G- n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid. at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION 'RECORD Retain a copy with permit INSPECTION NO: IJa -aor5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permitlnspection Request Line (206) 431 -2451 Project: : - r`HI e5iflercP - 7e P ?'ri( Type of Inspection: , Gt) PT %1aL Address: _._ Pi -1••,°acimut'de S. Call d: o2,1al113 „-- Special Instructions: Date Wanted: 3 I� � ( Cant: m. Requester: In C ! 1 n,s +z S Phone No: a 4 `✓5 3- g7 a/9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: DS Date: Z— I ' j 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FILE COPY B�INVESTIGATIVE ENGINEERS, LLC RESPONSIVE ACCURATE THOROUGH CAUSE 8 OR /G /N DUE DILIGENCE RESTORATION DESIGN EXPERT WITNESS ACCIDENT INVESTIGATION CLIENT: PROJECT: STRUCTURAL ENGINEER: PROJECT NUMBER: LOCATION /JURISDICTION: CODE: LOADS: STRUCTURAL CALCULATIONS HALO CONSTRUCTION 2915 HEWITT AVENUE EVERETT, WA 98201 SMITH RESIDENCE FIRE DAMAGE RESTORATION 10397 BEACON AVE SOUTH TUKWILA, WASHINGTON BC INVESTIGATIVE ENGINEERS 3605 C STREET NE AUBURN, WA. 98002 253.833.5557(0) /253.833.7903 (F) 12064 CITY OF TUKWILLA 2009 IBC /IRC I. LATERAL LOADS: WIND: SEISMIC: 11. VERTICAL LOADS: SNOW, GROUND PROJECT NO SHEET_ OF' DESIGNER DATE CHECKED BY DATE 3605 C ST NE, AUBURN, WA. 98002 253.833.5557(0)/253.833.7309(F) SEISM/ HAZARD ASSESSMENT STRUCTURAL CONSULTATION THE SMITH FIRE DAMAGE RESTORATION WILL REPLACE THE WEST EXTERIOR WALL AT THE BASEMENT, THE WEST EXTERIOR WALL AT THE LIVING ROOM, THE FLOOR SHEATHING & ORIG DECK JOISTS FOR THE LIVING ROOM AT THE WEST EXTERIOR WALL, Q A NEW DECK LIKE KIND AND QUALITY MATERIALS WILL BE USED FOR THE RESTORATION THERE WILL BE NO CHANGES TO THE DEAD OR LIVE LOADS SO NO LATERAL ANALYSIS REQUIRED EXCEPT FOR (N) WEST EXTERIOR WALLS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 27 2012 City of Tukwila BUILDING DIVISION RECEIVED JUC 2 4 2012 TUKW PUBLIC WORKS 85 MPH EQUIV @ 3- SECOND GUST B PER ASCE 7 -05 DOES NOT GOVERN FOR TWO -STORY LIGHTWEIGHT STRUCTURES 30 PSF RECEIVED JUN 12 2012 PERMIT CENTER Wr11 NVESTIGAt iVEllauon ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH PROJECT N0._ ___ SHEET-OF - DESIGNER-_______- DATE CHECKED BY DATF 3605 C ST NE. AUBURN, WA. 98002 253.833.5557(0)/253.833.7309(F) CAUSE 8 OR /G /N DUE DILIGENCE RESTORA T/GN DESIGN EXPERT W/rNESS ACC /DENT INVESTIGATION SEISM, HAZARD ASSESSMENT STRUCTURAL CONSULTATION LOAD COMPUTATIONS ROOF LOADS DEAD Roofing — Comp 4 psf Sheathing -- 1/2" PWD 1.5 psf Framing — 2x6 Rafters 2.0 psf Ceiling — 1/2" GCB 2 psf Mech /Elect 0.25 psf Misc /Insul'n 0.25 psf Tota/ 10.0 psf SNOW No Reduction for Slope 25 psf See Snow Design forAdd i Information TOTAL ROOF LOADS Dead + Snow 35 psf FLOOR LOADS DEAD Flooring— Varies 3 psf Sheathing — 3/4" T&G 2.5 psf Framing — 2x10 0 16" oc 2.5 psf Ceiling — 5/8" GCB "X" 2.5 psf Mech /Elect 0.25 psf Misc/Insul'n 0.25 psf Tota/ 11.0 psf LIVE No Reduction Dead + Live 40 psf TOTAL FLOOR LOADS 51 psf WALLS DEAD Facade — Lap Siding 3 psf • Sheathing — 1/2" PWD 1.5 psf Framing — 2x4 C@ 16 1.5 psf Finishes — 5/8" GWB 2.5 psf Mech /Elect 0.25 psf Misc /Insul'n 0.25 psf Total 9.0 psf A2B Structural Engineering Calculations 5/21/2012 3/rt 1111141U 1 NI ST- I GAT IN/ E ENGINEERS, LLC RESPONSIVE ACCURATE THOROUGH PROJECT N0,_-- SHEET_OF__ DESIGNER_ DATE CHECKED BY DATE 3605 C ST NE. AV90RN. WA. 98002 253.833.5557(0)/253.833.7306(6) tute5 Oac, DIE 00,06,06 Rf5IIMIVoi OesICN 0566n WITMSS ACC0657 Invest, nox 56,55, 1fnM ASS[sneWT 5, 6MU500KU64nox Snow Load Analysis Based on ASCE 7 -05 INPUT DATA & DESIGN SUMMARY BASIC GROUND SNOW LOAD SNOW EXPOSURE FACTOR THERMAL FACTOR (0.85 , 1.0 , 1.1 , 1.2) IMPORTANCE FACTOR ROOF SLOPE PARAPET HEIGHT (DRIFT CORNER HEIGHT) LENGTH OF THE ROOF UPWIND OF THE DRIFT LENGTH OF THE ROOF DOWNWIND OF THE DRIFT OBSTRUCTED SLIPPERY SURFACE ON ROOF(Sec. 7.4, pg 81) ? (1 =Yes, 0 =No) HEIGHT DIFFERENCE FOR ADJACENT ROOFS ANALYSIS THE FLAT SNOW LOADS (Sec 7.3, pg 81) Pf = 0.7CeCt I Pg = Where Pr, min = Pf, goveming = THE ROOF SNOW LOADS (Sec. 7.4, pg 81) Ps =CsPf = Where Cs = 21.00 psf 20.00 psf, (Sec. 7.3.4, pg 81) 21.00 psf 10.70 psf, (Eq.7-2) Pg = 30 (ASCE page 81) Ce = 1 (Tab. 7 -2, pg 92) Ct = 1 (Tab. 7 -3, pg 93) I = 1 (Tab. 7 -4, pg 93) aroof = 36.8886 ° hr = 0 ft, see fig. below L„ = 44 ft, see fig. below Lu = 0 ft 0 Unobstructed hr = 12 ft 0.509 , Derived from Fig 7 -2, page 86, as following table Ct 0.85 or 1.0 1.1 1.2 Unobstructed Cs,1 Cs,3 C5,5 Obstructed Cs,2 C5,4 Cs,6 Cs,1= MIN [(70- a)/65,1.0] Cs,2 = MIN [ (70 - a) / 40, 1.0] Cs,5 = MIN [ (70 - a) / 55, 1.0] Cs,6 = MIN [ (70 - a) / 26, 1.0] Desion Summaiv Pf, roof = 21.00 psf Pf, overhang • 21.40 psf Pf, valley = 42.00 psf Pr, parapet = 0.00 psf Pf, drift = 31.05 psf Wd = 6.94 ft Drift Load Needs to be Considered , Fig. 7 -2a dash line Cs,3 = MIN [ (70 - a / 60, 1.0] , Fig. 7 -2b dash line , Fig. 7 -2a solid line ,C5,4 = MIN [ (70 - a / 32.5, 1.0] , Fig. 7 -2b solid line , Fig. 7 -2c dash line , Fig. 7 -2c solid line SNOW LOADS AT OVERHANG. VALLEY, AND PARAPET CORNER Pf, overhang = 2 Ps = 21.40 psf, (Sec.7.4.5, pg 82) Pf, valley = Cv Pt = 42.00 psf, (Sec.7.6.3, pg 82) Where Cv = 2 / Ce = 2.00 , (Fig. 7 -6, pg 88) Pf, parapet = Cd Ps = MIN[g(hd + hb), ghr] = 0.00 psf, (Sec.7.7.1, pg 83) Where y = MIN(0.13Pg+ 14, 30) = 17.90 pcf, (7 -4) he = Ps / y = 0.60 ft, (Sec. 7.1) he = hr - hb = 11.40 ft, (Fig. 7.8) he / hb = 19.08 > 0.2, (Sec.7.7.1) Drift Load Needs to be Considered hd = 0.75 [0.43(L°)1 /3(Pg+ 10)1(4 - 1.5] For Downward Roof Governing Drift Height = 1.73 ft, (Sec.7.8 & Fig.7 -9) = -0.84 = 1.73 4hd = 6.94 ft, for hd<hc Wd = 1. 4hd2 / he = 1.06 ft, for hd >hc (Sec.7.7.1, pg 83) Wd,max = 8 he = 91.22 ft Wd, governing = 6.94 ft Note : Where flat roof snow loads exceed 30 psf, the seismic dead load shall include 20% design snow load. (IBC 2006 1617.5.1) NJfAJD togas ffi- �� I .q (KILO coC3Flt y= X1,3 y�1' ((ohs-) C Z /2fr) = I 4 r C sw) = (3 21 of OW- 33 0 E3 1520 .,636Pty sL,, I S.j 1320 -,, I-1 ( 2v( d4 33 0 0 ��-- t2(115-[ 2zq y = Z1; 36 f/- Is (02-5/7,-t it;1_)=. 4 Esb° t-14 2,105,f( f-- �t2-(4 Qci- r N U z /1'- t ? r = to(.2?S) +«0 +3CD(2)= 5 (0 I z (sue /2-F 092(),-; 31 (so 2,930/2 3 ( ,T0 (l G3) 72,3(4 U�1 F 0 df& 6aCt Qw (, 32� � � °� tSc c, (2 t'o) 2'0 o frr It ao) ct-IG) - °/-r" cpte uhltd 140 !To f2-405 o A sw 14( +-tt' 0.00,3)[ {th)+w1) Acbu c-2 + tco FcoR CaNZ gym rr PAP. - RbpF v' t\10 D41 . TO d L // 1‘ DI (0(6)+9(1)4- 0') (tc,.04 0 11 4VtZ Oa- El (0S(',lJ D-- p D 4 39flf are Et [,D.,t e C2- o' �z1 � pt( t(V fM. 14-56 f.i2 Gtr) e tZ I U 3 ad) 0. P` 11 L• LO (to(2)' 29 D2: 9-Ci -t(z) Oct 04 Title : Dsgnr: Description : Scope : Job # Date: 3:49PM, 29 MAY 12 Rev: 580005 User. KW -0606392, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 deck framing (12064).ecw:Calculations Description Marks 1 & 2 Timber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status Mark 1 Mark 2 Mark 3 Deck Joists Beams 4x10 2.000 4.000 3.500 8.000 12.000 9.250 0.00 0.00 0.00 Hem Fir, No.2 Hem Fir, No.2 Hem Fir, No.2 850.0 150.0 1,300.0 0.800 Sawn Repetitive 850.0 150.0 1,300.0 0.800 Sawn No 850.0 150.0 1,300.0 1.000 Sawn No Center Span Data Span ft 14.00 12.50 9.00 Dead Load #/ft 9.30 49.00 49.00 Live Load #/ft 53.30 280.00 280.00 Results Ratio = 0.9193 1.0738 0.7852 Mmax @ Center in -k 18.40 77.11 39.97 @ X = ft 7.00 6.25 4.50 fb : Actual psi 862.7 803.2 800.9 Fb : Allowable psi 938.4 748.0 1,020.0 Bending OK OverStress Bending OK fv : Actual psi 37.5 54.0 57.1 Fv : Allowable psi 120.0 120.0 150.0 Shear OK Shear OK Shear OK Reactions @ Left End DL LL Max. DL +LL @ Right End DL LL Max. DL +LL Ibs Ibs Ibs Ibs Ibs Ibs 65.10 373.10 438.20 65.10 373.10 438.20 306.25 1,750.00 2,056.25 306.25 1,750.00 2,056.25 220.50 1,260.00 1,480.50 220.50 1,260.00 1,480.50 Deflections Ratio OK Deflection OK Deflection OK Center DL Defl UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio In in In ft -0.072 2,318.5 -0.415 404.5 -0.488 7.000 344.4 -0.036 4,173.0 -0.205 730.3 -0.241 6.250 621.5 -0.024 4,480.7 -0.138 784.1 -0.162 4.500 667.3 C�� ,I-i =zc(.j .ate Title : Dsgnr: Description : Scope : Job # Date: 3:34PM, 29 MAY 12 Rev: 580001 User. KW-0606392, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Ledger Design Page 1 deck framing (12064).ecw:Calculations Description Deck Ledger General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Ledger Width Ledger Depth Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term 1.500 in Uniform Load... 7.250 in Dead Load Live Load 1/2" 12.000 in Horizontal Shear Hem Fir, No.2 0.800 Fb Allowable 0.800 Fv Allowable 49:00 #/ft 280.00 #/ft 0.00 #/ft 850.0 psi 150.0 psi Point Load... Dead Load Live Load Spacing Offset 0.00 Ibs 0.00 lbs 0.00 ft 0.00 in Ledger Stresses Load Combination : Maximum Moment Bending Stress Stress Ratio DL + LL 329.00 in-# 25.04 psi 0.037 MaximumShear 221.90 lbs Shear Stress 20.40 psi Stress Ratio 0.170 LBolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 Stress Summary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio Summary DL + ST 49.00 in-# 3.73 psi 0.005 33.05 Ibs 3.04 psi 0.025 DL + LL + ST 329.00 in-# 25.04 psi 0.037 221.90 Ibs 20.40 psi 0.170 Using :Hem -Fir DL + LL DL + ST DL +LL +ST 329.00 Ibs 49.00 lbs 329.00 lbs 2,040.00 lbs 2,040.00 lbs 2,040.00 lbs 0.00 lbs 0.00 lbs 0.00 lbs 3,840.00 Ibs 3,840.00 lbs 3,840.00 lbs 90.0 degrees 90.0 degrees 90.0 degrees 329.00 Ibs 49.00 lbs 329.00 Ibs 231.01 lbs 231.01 lbs 231.01 Ibs 1.424 : 1.00 0.212 : 1.00 1.424 : 1.00 Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio Diagonal Stress Ratio > 1.0 ! DL + LL DL + ST DL +LL +ST 0.037 : 1.00 0.005 : 1.00 0.037 : 1.00 0.170 : 1.00 0.025 : 1.00 0.170 : 1.00 1.424 : 1.00 0.212 : 1.00 1.424 : 1.00 FGA2 h 2 -74(7 L tle(94(Avs e �I2 QC11V V ICS 1 11tH 1 1 V C ENGINEERS, LLC DESIGNER DATE CHECKED BY DATE 3605 C ST NE, AUBURN. WA. 98002 RESPONSIVE • ACCURATE THOROUGH 253.833.5557(0)/253.833.7309(F) CAUSE 8 ORIGIN DUE DILIGENCE RESTOFATICW DESIGN EXPERT WITNESS ACCIDENT INVESTIGATION SEISM HAZARD ASSESSMENT SIRLCT(RAL COVSKTATION LAG SCREW SINGLE5HEAR WOOD -WOOD or WOOD -METAL and COMBINED WITHDRAWAL DFL = Douglas Fir -Larch DFS = Douglas Fir -South HF • Hem -Fir Main Member: failure mode WOOD species: DFL Fe perp. 3150 psi Fe II 5600 psi ' Theta 90 degrees Fem or Fe theta 3150 psi Theta Max. 90 degrees C t C g Lag Bolt: C d D 0.5000 inch Fyb 45000 psi Re K theta k 1.235 1.250 1.487 z= Side Member: WOOD species: HF Fe perp. 2550 psi Fe II 4800 psi Theta 90 degrees Fes or Fe theta 2550 psi ts . 1.5 inch METAL Fes or Fu 58000 psi ts 0 inch 5 = Unthreaded shank length T= Thread length E = Length oftapered tip N = Number of threads per inch D = unthreaded shank diameter Dr = Root diameter of threaded portion W = Width ahead across flats Combined Lateral and Withdrawal: 310 Ibs 378 Ibs /in shear withdrawal alpha 0 degrees penetration into main member, (L - is -E) 3 inches 2 in min thread length in main member 3 inches Single Shear (two member) tag Screw withdrawal Combined Lateral and Withdrawal Design Value Z' = 233 Ibs W'= 1134 Ibs Za'= 233 Ibs Z failure mode 383 Mode I5 Adjustment Factor C D C M C t C g C delta C d C eg 310 Mode Ills Z 1.00 1.00 1.00 1.00 1.00 0.75 1.00 405 Mode IV W 1.00 1.00 1.00 Notes: 1. Fe perp is dependent on diameter of lag bolt (Table 9A -1991 NDS) 2. 0 (• Theta r- 90 3. Metal side members: Fu = 5B000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. 4.. Depth factor, Cd, (NDS 9.3.3) based on penetration into main member ofp - 8' shank diameter of bolt, with minimum penetration ofp = 4' d. ac (2,9,0 ) )L42' W h2 2 -7), J1/ tFi tI .e lio oc-`T cs)P60-211A0 BCINVESTIGATIVE ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH 253.833.5557 (0) 253.833.7309 (F) 888.335.5557 (T) 3605 C STREET N.E. AUBURN, WA. 98002 Project No. Sheet of Designer Date Checked By Date Revisions Date O L = V5%r 7156 6c6)- 21a31/ a s() = ° fro,_ 33r2(yJ .:,Z) `loS 0)0 T 7 ) 2(-(4p.`" 5-0/Li ti# CA USE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTATION FOR TITLE. BCIEJOB NO. Title : Dsgnr: Description : Scope : Job # Date: 3:21 PM, 29 MAY 12 Rev: 580002 User: KW-0606392, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Pole Embedment in Soil Circular pole with Point & Uniform Loads Page 1 deck framing (12064).ecw:Calculations General Information Allow Passive Max Passive Load duration factor Pole is Circular Diameter No Surface Restraint Summary 300.00 pcf 1,500.00 psf 1.330 24.000 in Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 251.00 lbs 8.000 ft 0.00 #/ft 3.000 ft 0.000 ft Moments @ Surface... Point load Distributed load Without Surface Restraint.. Required Depth Press @ 1/3 Embed... Actual Allowable 2,008.00 ft-# 0.00 3.000 ft 391.95 psf 393.41 psf Total Moment Total Lateral 2,008.00 ft-# 251.00 lbs June 22, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jesse Binford 3605 C Street NE Auburn, WA 98002 RE: Correction Letter #1 Development Permit Application Number D12 -205 Smith Residence —10397 Beacon Av S Dear Mr. Binford, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reelected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire; and Planning. Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Ao460 Ma. shall Tech ician encl File No. D12 -205 W:\Pennit Center \Correction Letters \2012 \D12 -205 Correction Letter 111.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 18, 2012 PROJECT: Smith Residence -Fire Damage 10394 Beacon Ave S PERMIT NO: D12 -205 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Since the house is on septic, applicant shall submit plans to King County Waste Water Program, Black Water Environmental Health, 900 Oakesdale Avenue SW, Ste# 100, Renton, WA 98057, phone 206 - 296 -4932 for approval of deck expansion and new master bath on main floor. Submit King County approval to Public Works. (W:PW Eng/Other /Joanna Spencer /Comments 1 DI2 -205a) Eastgate Environmental 14350 SE Eastgate Way Bellevue, WA 98007 -6458 206 - 296 -9791 Fax 206 - 296 -9792 TTY relay: 711 www.'kingcounty.gov/health July 16, 2012 Jesse Binford 3605 C ST NE Auburn, WA 98002 Ith Services I L CEIVED JUL 1.8 2012 c. JMMUNmr DEVELOPMENT Re: Building Application Review Address: Parcel No: Owner: Dear Jesse: 10397 Beacon Ave S 547680 -0193 Bryan Smith Pu is Health 1 Seattle & King County FILE Corr Activity: ON0135350 Public Health has received your building permit application for the proposed removal & replacement of the west portion of the fire damage home with exterior /interior finishes per submitted plans located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: 1. The home shall be repaired per the construction narrative submitted by BC Investigative Engineers, LLC dated July 10, 2012 written by Jess L. Binford, PE. Please note that if the scope of work goes beyond the described repairs, this approval may be rescinded and an upgrade of the wastewater system or connection to sewer may be required to obtain approval. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health RECEIVED JUL 24Z01Z TUKWILA PUBLIC WORKS cc: Bryan Smith City of Tikwila- Community Development Department Public Works Department CORRE.CTIOP4 R6'tivtla. LTR #. CITYOFTUKWLA JUL 19 2012 p 2,2 05 PERMIT CENTER JB:eh Joanna Spencer From: Joanna Spencer Sent: Friday, July 27, 2012 2:11 PM To: 'Jesse Binford' Cc: Joanna Spencer Subject: Smith SFR- Fire Damage Repair D12 -205 Attachments: D00000.pdf Jessie, The Non - Protest Agreement KC recording no. 2012079000422, see attached, Needs to be re- recorded because it lists incorrect assessor's property tax parcel #. The last four digits shall be 0193 and not 0930. PW has added a permit condition that prior to final permit sign -off re- recorded Non - Protest Agreement shall be submitted to Public Works. Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431 -2440 Fax: (206)431 -3665 Joanna.Spencer@TukwilaWa.gov /www.TukwilaWa.Eov 1 PERMANENT FILE COPY Retu rn..fl.t.ld rjss: ,ij U:J:J { ri ►1 r I 1 I i I i i 1 I' {, I j ; i.1 4 1 I !I i'; I I 11 20120709000422 SMITH PAGE -001 OF 002AG 63.00 07/09)2012 11:21 KING COUNTY, WA PERMANENT FILE COPY Please print or iv information WASHINGTON STATE RECORDER'S Cover Sheet tucw 65,04) Document Title(s) (or transactions contained therein): tall area applicable to your document {must he filled in) 3, 4. Reference Number(s) of Documents assi ;ned or released: Additional reference ;3's on page _ —_ of document (�f p ,51 I Grantor(s) Exactly as names) appear on document '. . r ;,., r . c' • ; • . • Vv 1..: (T Ng:! DO. 0, / Additional names on page __ of document. Grantee(s) Exactly as name(s) appear on domnent 1. r.,.. c.., �, ' ; :titrj l- -L- DOCA0Mg 2. To SF P Additional names on page of document. •.Legal description (abbreviated: i.e. lot_ hlock,,.plat or section, township, range) r , -,1 �;. - ' ' P' vt,'t t..i,;t .. j /. (J \ • /A.9 ;4_ 1 ok7C^ 7 Additional Ieeal ' • • • • r lessor's Pro_ pertytTax Parcel /Account Nu • er ❑ Assessor Tax 4 not yet ..signed 5 (' 1 (r =`1:: - • ,-, (r=...),::::„. The r - •r /Recorder will re y on the inf • • : provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "1 am signing below and paying an additional SS0 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, I hereby understand that the recording process ruay cover up or otherwise obscure some part of the text of the original document as a result of this request." /5 Signature of R equesting Party Note to submitter: Do not sign above nor pay additional S50 fee if the document meets margin/rot—Matting requirements Public Health — Seattle & King County Application for Health Department Approval of Building Permit For houses or structures served by an on -site sewage (septic) system (OSS) Office Address — 900 Oakesdale Avenue Southwest, Renton, WA 98057 -5212 (206) 296 -4932 Fax: (206) 296 -4919 Application Fee: $473.00 + Water Supply Note: Indicate if access to property is a problem due to locked fencing, guard dogs, etc. Application and all support documents must be submitted in TRIPLICATE —3 complete sets In addi 'on, your application sets must include: ml A detailed route map and directions to property; door plans showing what is changing in the building or on the property. The maximum size paper accepted is 11" x 17" An attached completed CHECKLIST FOR HEALTH DEPARTMENT REVIEW OF APPLICATION FOR BUILDING PERMIT Health Department Use Only Record I..DD . Number �/� ON Of /5�`� Health Dept. Use Only T - Guide Page/Loc. FILE COPY Property Information Address of Property 10 q - & co,,, the S Parcel No (APN): j 4 —4 Co S 00 19 3 City U1Cw 1L_p. Zip code ct 6t i.-1 Applicant's Name 3'�s t-:,E, l N 1=o1Lh Day Phone (253 )'3 33 555-} - Applicant's Mailing Address ' 3(0c5 (' S T ki E City AUc;3uial•-1 Zip cl co 002 Owner's Name 7j1-C.l t\ly -.'31\A 1 T 1-1 Day Phone ( ) Age of House °I I ( 1 c1 7_1) Distance to nearest public sewer Is property in an incorporated city? [■Yes ❑ No c Po z -riu►\+ Existing Square footage of house • Number of existing bedrooms 5 Square footage to be added Number of bedrooms being added Of Description of proposed changes ry°F7 oAM AG E'+' — R€,mnt_i c. , IZE.Pt_i'\ c (cl_ L:XST IEs e l l (AIZC : F-91 P OF S.....1111-1 CvT UAW -1? P,SiriT r 141etT WNCLe 1,k1 AN. t INiEZ'U2 �Ni Type of On -Site Sewage System Serving Property: Additions or repairs to sewage .cvctPm (give dates and describe briefly) t.,i1T %$ C KI ( j0) 9 71'3 :4 L, E_p- L 1 YaN\L c R..N F1 C- Lb Z 1.0 E'A EA-.4 7 Describe or attach any drainfield easements, covenants or notices on title, which may impact the property Water Supply Information A Less Than 1000 A More Than 1000 ❑Group B Water Supply Name of Water System ❑ Group (2 or more connections) State ID # ❑ Group ❑Private (well, spring, etc.) attach copies of well log, well covenants, chemical /bacteriological sample reports. For Health Department Use Only ❑ Approved 1-1(D-2012- Date By: Un.Pi� ❑ Disapproved Date By: ❑ Hold Date - By: Commentskonditions ] Set 1-1/e. co et- /e{ief Released Initials Date REettiitu REe vela (i&D CITY OF TUKVVI LA MAY 2 5 2012 JUL 19 2012 EASTGATE - RECEIVED PERM! NMENTAL HEALTH Any person aggrieved by any decision or finJtJ er2f4e m Officer may file a written application for appeal to the Health Officer within 60 calendar days of the decision. (K.C.B.O.H. Title 13, Chapter 13.12 — Sewage Review Committee) FORM_9_D_Rev 11/19/09 — Previous Versions are Obsolete 12 •2.1;g TUKWILA CORRECTION PUBLIC WORK LTR#� CHECKLIST FOR HEALTH D • • RTMENT REVIEW OF APPLICATIO • R BUILDING PERMIT (For buildings not served by public sewer) The following checklist is a guide to assist the applicant in submitting a complete application. A properly prepared application must include this checklist below along with any additional details and specifications required by applicable provisions of the King County Board of Health — Title 13. Note: For non - applicable items put NA in the "NO" column. SITE ADDRESS: IC) .-66.4\ cow AN G S PARCEL NUMBER (APN) 4 s b 3 PLOT PLANS Yes No APPLICATION FORM V '' / Application indicates that public sewer service is not available within 200 feet of the subject property. The Application for Health Department Approval of Building Permit form is complete; Data on all copies must is legible. Application is submitted in triplicate and accompanied b the appropriate fee. ✓ A North arrow is indicated on the plan Detailed reference maps for locating the property are provided (vicini , location and routing to site). Pro ,e and easement lines are shown, specific len•ths are indicated There is access for field inspection by health department. The application indicates if the owner needs to be .resent due to access issues e.: . _• uard do., locked • ate etc. . Direction(s) of surface drainage is /are shown Application sets are properly collated The plans show existin_ structures .resent on the site, includin: all out buildin:s PLOT PLANS Yes No PARCEL PLOT PLAN i/ l,- A 1 " =20' scale or 1 "= 30' scale is used. The parcel plot plan is provided on paper that is 11" x 17" or smaller. / Entries on the plot plan are legible A North arrow is indicated on the plan Pro ,e and easement lines are shown, specific len•ths are indicated • Direction(s) of surface drainage is /are shown IN The plans show existin_ structures .resent on the site, includin: all out buildin:s Plan shows the location of existing wastewater tank(s) — (e.g. septic tanks, pre- treatment tanks, dosing /pump tanks, containment vessels) Plan shows (if present) the location of existing sand filter(s) Location of the .rimar sewa•e disposal area e. :. drainfield, mound, u. -flow sand filter is shown WA IIMI Location of the desi:nated reserve sewa:e disposal area is shown Location of other septic components are shown e... ti :htlines, d -box, pressure lines Existing Horizontal Separations (e.g. the proposed addition setback to sewage system components) The above scaled .lot plan de. icts the accurate location s of the followin:: driveways and parking areas wells, other water sources — show a 100' radius for each well location NiiiN abandoned wells N/A water supply lines / drainage features (e.g. footing drains, curtain drains, drainage ditches) NIP, cuts, banks, areas of filled terrain N /A retaining walls Ng.' surface water, streams, bodies of water N /h seasonal water N 1 pt 1 HEALTH DEPARTMENT AS -BUILT RECORDS Yes I No A copy of an approved as -built diagram is provided /attached i/ l,- A same scale (i.e. matching the as -built diagram scale) transparent overlay is provided showing the proposed construction/addition I I OTHER RELATED DOCUMENTS Yes If applicable /existing, other recorded documents relating to the sewage system and water supply are referenced. BA Checklist Print Date 3/05/07 Eastgate Environmental •th Services 14350 SE Eastgate Way Bellevue, WA 98007 -6458 206 - 296 -9791 Fax 206 - 296 -9792 TTY relay: 711 www.kingcounty.gov /health June 5, 2012 Jesse Binford 3605 C ST NE Auburn, WA 98003 Re: Building Application Hold Letter Address: 10397 Beacon Ave S Parcel No: 547680 -0193 Owner: Bryan Smith Dear Jess: Pubic Health Seattle & King County Activity: ON0135350 Public Health has received your Building Application for your proposed repair of the western portion of the home located at the above referenced property. Public Health cannot complete the review of your application at this time. In order for your application to be properly evaluated, we will need the following: 1. Submit a detailed floor by floor construction narrative for the repair of the fire damaged home. 2. Enclosed is a non - protest agreement. The owner must sign, notarized, and record this document. 3. Submit an O &M report with the appropriate fee from a licensed On -Site Systems Maintainer. You are advised that the above information must be fulfilled by July 12, 2012. If this is not accomplished within the designated time period, the application will be disapproved and a new application will be required. New applications require a new fee of $523(Or Current Full Fee), and will be reviewed for compliance with rules in effect at the time of resubmittal. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, RS Health and Environmental Investigator 11 Community Environmental Health Note: Please return this letter with any submission of materials to Public Health. This helps us match the resubmission with your previous application. dcINVESTIGATIVE• ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH July 10, 2012 Mr. Jarone Baker, Eastgate Envvironmenta Health Services Public Health 14350 SE Eastgate Way Bellevue, WA RE: Responses to the Health Review Comments for the Smith Residence at 10397 Beacon Avenue South, Seatde, WA 98178.; Activity Number ON0135350 ; BCIE Job No. 12064 Dear Mr. Baker, BC Investigative Engineers (BCIE) has reviewed your Health review comments completed for the above referenced permit submittal. The following is a list of itemized responses to your comments: Comment #1 Below is floor -by -floor construction narrative for the repairs for the Smith Residence: Basement Level: • New 2x4 walls to be reframed the entire length of the west side of the residence (approx 28' -0 ") and approximately 20' -5 -1 /2" of wall to be reframed at the south side of the residence starting at the SW corner. • A new garage door and window will be replaced to match the existing on the west exterior wall line. • New interior finishes to be replaced throughout the entire basement level. All plumbing fixtures and the furnace were not damaged and will remain. Main Level: • New 2x4 walls to be reframed at the west side of residence, at the living room.. (Approx 13' -9 ") • New Interior finishes to be replaced at the stairs, living room, master bedroom and new master bathroom. The master bathroom was constructed and in use prior to the fire but never legally permitted. The master bathroom is part of the fire restoration plans that have been submitted for permit to the City of Tukwila and the plumbing fixtures will be replaced. 3605 C STREET NORTHEAST • AUBURN, WASHINGTON • 98002 OFFICE 253.833.5557 • FAX 253.833.7309 WWW.BCIE.NET BCIE Job Number 12064 - 2 - • New plumbing fixtures in the kitchen. • July 10, 2012 • A new sliding glass door in the living room will be replaced, along with all interior doors of the master bedroom and master bathroom. • The existing cantilevered deck was damaged due to the fire. The deck will be replaced and enlarged per the plans submitted to the Health Department. A total of four new 24" diameter sonatube footings will be installed to support the new deck. The new footings will be placed as shown on the Site Plan submitted to the Health Department for the required setbacks from the septic system and drainfield. Upper Floor: • The upper floor sustained no damage and no repair work is to be done on this level. Smoke detectors will be installed in the three bedrooms upstairs where they are missing. Comment #2 The Smith's have signed, notarized and recorded the non - protest agreement with King County. Enclosed is a copy of the recorded document. Comment #3 An O&M report has been completed by Mark Babbit. Enclosed is a copy of his report and a check for the fee. This concludes BCIE's response to your review comments for the above referenced permit submittal. Should you have any questions, please feel free to contact me (253- 833 -5557, extension 106) or via e -mail Obinford @bcie. net) . Respectfully, Jesse L. Binford, P.E. Principal JLB:jlb X:\Jobs \2012 \1 2064 \Correspondence All \07 -10 -12 Letter to Health Department RE BCIE's Response to Review Comments_Health (12064).doc • Retiirnl, „,f, ss: �`` pi i,..., ,tr /ro' y IC L,.2 /). ,,if,)Y • J I 11• 01111: I 1 1 ! Rill Jft 1 1 ; 1 : 20120709000422 SMITH AG 63.00 s PAGE -001 OF 002 07/09/2012 11:21 KING COUNTY, WA formation WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04; Document Title(s) (or transactions contained therein): (all areas applicable to your document imuct be filled in) �:, 1- iLi.. tom., - i, V-' . {� i' !(711,i(r -ri A, . `r' . 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Exactly as names) appear on document 1. jii_ `i"- 2,..� .,,/ — -- — 1'. i" 4. L , j Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 2_ Additional names on page of document. Legal description (abbreviated: i.e. 1 t, block . 1at or section, township, range) VC-'1(4,•,(_`.-7' —2 ? n f i Additional legal is on page of document. Assessor's Property: ax Parcel /Account Number ❑ Assessor 'tax # not yet assigned 5 Z{ 1 (4.7 :1-5. C /,SC) The Auditor /R.ecorder will rely on the information provided an this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. ".1 am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.0.10 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, I hereby understand that the recording process nay cover up or otherwise obscure some part of the text of the original document as a result of this request." i Signature of Requesting Party f Note to submit-ter: 1)o not sign above nurpay additional S50 fee if the document meets margin /formatting requirements D12-2O5 NON-PROTEST AGREEMENT in consideration of approval by King County of a —_ it / approval for the property described below, A At lor Owner(s) Na ne(s) property owners, hereby covenant and agree as follows: 1. l/We are the owners of property within King County, which is legally described as follows: (Legal Description) 2. I/We have requested the issuance by King County ol'the following permit or approval for the above described property: , \JO\ \ qUit6 3. Recognizing the above facts and in consideration of King County's issuance of the requested permit / approval: A. llwe hereby of su join in property execution to apublic sewer district. For th s purpose; UWe and not to protest 'the annexation of the subject property hereby designate the manager of the public ewion district to whRCW ne atio is our proposed as our agent authorized to sign a petition behalf. B. formation hereby agree utility y l c improvement execution petition for proposes of prooviding sewer mains formation of ty consistent with applicable King County Standards, For this purposed, l /we hereby designate the manager of the public sewer ediI district t responsible RCW Sbloc l i pr on vemcnt district as our agent authorized to sign a P pursuant our behalf. C. This Declaration of Conditions, Covenants and Restrictions are binding upan our h it 'is assignees and successors in interest as the owners of the above - described p to erty a covenant running with the land. D. This Declaration of Conditions, covenants and Restrictions shall not be released with the express written approval of the King County Health Officer or his designee, 10ft (O der On This day of � �0 1�—, before me personally appeared: lA L to me known to be the individuals described herein and who executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes herein mentioned. Witness my hand and seal hereto affixed the _ tots' IH if It • Pe 4I 2 MAY day of __T ,20J Notary Pu lie in and for the State of Wushirgton, Residing ai: i' LS=S C" Operation / Performanc.lonitoring Report On -site System Maintainer to return with $10 filing fee to Public Health — Seattle & King County, Environmental Health Division, 14350 SE Eastgate Way, Bellevue, WA 98007, 206 - 296 -4932 Faxed copies will not be accepted due to data entry purposes. Parcel (APN): 4 0 0 9 3 Public Health IA Seattle & King County Date of Monitoring Visit: 67/ it / ZO 6 Z Date of Next Visit: / / Pressure Distribution: Mound Sand Filter First 6 Months After Approval O Annual O Customer Name: SQ y/1-r -1- ‘S 44 t 1-14 Site Address: J O 3 7 $c..A-cor- C•,q.40,-50_ City: SFR, Zip: "7 $ tZ Mailing Address: IA- City: Zip: K D lac-) OSM TeI #:(ZO& )7L$ '$7 ' 3 OSM Name: A. SEWAGE SURFACING: No )1- Yes If yes, answer a -c: (a.) State where sewage is surfacing in Section IV: (b.) Contained On -site_ or Migrating Off -site_ (c.) State possible cause(s) of failure in Section IV. B. PRE - FAILING SIGNS: No "-Yes If yes, state observations in Section IV. C. OSS WORKING PROPERLY: Yes No but unable to maintain, etc). .1f no, state observations in Section IV (i.e. functioning I. SEPTIC TANK /PUMP TANK CHARACTERISTICS 1. (a.) Septic Tank Size: //00 ' gal. (b.) Pump Tank Size: f/ p 6 gal. (c.) Tank Material: 2. Solids Accumulation: Scum (inches) Sludge (inches) Scum below liquid level (inches) Septic Tank 'let Compartment 0 `r 2. le4 Septic Tank 2 "tl Compartment d q. ( c , j `Pump Tank © O Vj 3. Liquid Level is at , above , or below the invert of outlet pipe. 4. Baffles: Satisfactory Unsatisfactory Not Accessible Inlet. Baffle, Not Appliaall'e, c Center Baffle ,.Outlet-Baffle 5 - . Outlet Baffle Screened: Yes No N/A (a.) If yes, baffle cleaned: Yes No X. ( ) Y G`a c . (a.) Pump Functioning Properly: Yeses- No (b.) Alarm Functioning: Yes NornT Y 1Not Accessible (c.) If no to a or b, explain in Section IV. ` {- pr!l ri. 1. 7. Float Switches Functioning: Yens yC No (a.) If no, explain in Section IV. 8. Draw Down Test: (a.) -/S Inches /Min (b.) "'ZZ—, Gals /Inch (c.) '30 Gals /Minute 9. Metering Devices Present: Yes No If yes, answer a -c: (a.) Design Flow: gpd (b.) Average Flow: gpd (c.) % Design Flow: % 10. Timer: Yes' , No If no, r cord: , Gals /Dose If yes, answer a -c: (a.) Timer Settings: On 2.001Uffla. �fa(b.) New Settings if Adjustments Made: On Off N/A KC (c.) If adjustments made, state reason(s) in Section IV. 11. (a.) Dose Volume Correct: Yes )1 No (b.) Adjustments Necessary: Yes No X 12. Signs of Ground Water Intrusion Into Tanks: Yes No.-AY,... (a.) If yes, state observations in Section IV. 13. Effluent Sampled: No Yes (a:) If yes, state results in Section IV. lif / II. PRESSURE DISTRIBUTION, MOUND, SAND FILTER CHARACTERISTICS 14. Monitoring ports present: Yes V No (a.) Sand /Mound Bed Ponding: Yes inches No If pressure distribution system is ponding, answer b -c: (b.) Ponding equal in each trench: Yes_ No (c.) If unequal ponding, provide diagram in Section IV.of ponded trench(es) and label level of ponding in inches for each trench. 15. Gravelless Chambers: Yes No - 16. MOUND ONLY: Toe Saturated: Yes No 17. SAND FILTER ONLY: (a.) Sand Filter Disposal /Final Component: Gravity DF , PD DF , Mound , Other (b.) Signs of Sand Filter Short Circuit: Yes No (c.) High water alarm is on or below ; bottom of the sand layer. 18. Satisfactory: Yes III. RESERVE AREA CHARACTERISTICS • No (a.) If no, explain: w .—IVaDES.CRIBE_ MAINTENANCE .P_EREORMED..AND._PROBLEMS.( attach .separate.sheetif_necessary):. ,. Line #: Line #: -�3 A. A. Line #: OSM SIGNATURE: FOR HEALTH DEPARTME T SE ONLY: Reviewed by: Date: Comments: DATE: OZ(k 2/2008 WHITE - Public Health — Seattle & King County YELLOW -On -site System Maintainer PINK -Owner '-/ Public Health Seattle & ,.ing t'ouni }. ON -SITE SEWAGE SYSTEMS .(OSS) RECORD DRAWING CERTIFICATION OF COMPLETION (Submit in Triplicate) SYSTEM TYPE fiQ,551A.re }72t5� Yt 1 vet 10 OPERATIONAL CAPACITY I cp3 . S_ (gals /day) PERMIT NO. -p e /k/g ADDRESS 103 OF PROPERTY �� 1-51°.(,t.C,.01(1 AV- Q„►'i (Street) -191 (Zip) fila�1-0- bt�i�3 O N D gJ31 31_110 (City) APN (PARCEL #) No. of Bedrooms designed for J LEGAL DESCRIPTION Lot. a f 1y.QX f•t cks Pr ere Try. U 1 V. tig Owner .4)1. CA-VI 5 rvt. Designer L�/4tr�1 , ,�It -'i Master Installer.L'_l;t,. ie_5g.vr�t Address 1 O3°1 S ��a -tiles t 913 X38 Phone (�' Q(0), Address_aS 113 ')0.12A 6.1 exc121J v41 c' 3 I Phone 053) p lod - KaD'} Address 113 c10t=" 6k-r et, btkclZlelr 418391 Phone (53) $ j!1 `a-- 4.30 -3- INSTRUCTIONS TO (OSS) DESIGNER ATTACH A SEPARATE SHEET FOR THE RECORD DRAWING PLAN(S). USE A SCALE OF 1 "=20' OR 1 " =30' (max. paper size 1 1x17"). ALSO: INCLUDE TIIE INSTALLATION PERMIT, DOCUMENTATION OF FINAL COVER, PERFORMANCE DEMONSTRATION REPORT FORM, AND OTHER DOCUMENTS APPLICABLE TO STATUS OF RECORD DRAWING THE SYSTEM (See Title 13 - Sections 13.56.050/13.56.054) El This Record Drawing is UNSATISFACTORY for the following reason(s): Li See attached co ments /explanation I hereby certify that t e accompanying drawing and support documents accurately represent the system installed at the address/parcel indicated above, and that all requirements and candid: s onArning plumbing stub elevations; maintenance of grades; fills; surface drains; etc.) indicated on the approved site design (or latest approved revision thereof) dated t , have been complied with. I further certify that this system-meets all requirements of the King County On -Site Sewage Code, Title 13, Code of 11 ing Countyy Board of Health. SIGNATURE OF Ll'CF, NS>✓D DESIGNER OR P.E: APPROVED BY: (Date) DISAPPROVED .BY: (Date) T \BE FILLED liALk (Health Official) (Health Official) NEW CONSTRUCTION: UNLAWFUL TO OCCUPY PREMISES W rum ITT HEALTH DEPARTMENT APPROVAL OF THE OSS /SEPTIC SYSTEM RECORD DRAWING CERTIFICATION INSTRUCTIONS TO TUE OSS OWNER/SYSTEM USER; s// 7 ( • / r DATE Y HEALTH DEPARTMENT ONLY Gbmments: iskv CERTIFICATION INIUMBER . 11- RECEIVED )ECEIVE AUG 1 7 2011 EASTGATE Please refer to your OSS owner's operating maintenance gnd technical snecitications manual and Notice on title nertainlna to the OSS. Your OSS has limitation s! Refer to the Onerational Catpclty of the System established by the OSS designer. Overloading it or disturbing the soil absorption system (SAS) or treatment device (e.g. drainficld, mound, sand. filter, ATLI, etc.) may cause the system to prematurely fail. For further information, contact your Health Department Serviee Center 0061 296 -4932 Revised March 2009 • • 'ER LINE - DOUBLE SLEAVEd WITH 1.5" PVC (CL200) 'HIN 10 HORIZONTAL FEET OF DRAINFIELD .TER METER SIGN CONTROL POINT NORTH` 4 NOTES:. D ABANDONED SEPTIC TANK C 0 0 1100 GALLON SEPTIC TANK 1100 GALLON PUMP TANK _f ` ,— 4" PVC TIGHTLINE (ASTM 3034) 1.25" PVC LATERAL (CL200) --W- -- WATER LINE 1)DESIGN CAPACITY: 250 GPD OPERATING CAPACITY: 1875 GPD. MAXIMUM WASTE STRENGTH IN mg/L: cal CBOD5- 110;BOD5- 135;TSS- 55;0&G-12 2) ABSORPTION AREA: 480 SQ.FT. LINEAL FEET: 160' . 3) SEPTIC TANK/PUMP TANK MANUFACTURER: EVERGREEN PRE -CAST 4) PUMP SPECIFICATIONS - BRAND: GOULDS - SIZE:ONE HALF HORSE POWER - MODEL: PE51 5) DOSE SPECIFICATIONS - VOLUME: 60 GALLONS - FREQUENCY: 4 DOSES/DAY - DURATION:2 MINUTES ON 6 HOURS OFF -TOTAL DISCHARGE: —30 GPM 6) ALARM LOCATION: WITH PANEL 7) SYSTEM MUST OPERATE WITHIN THE OPPERATING PARAMETERS IN ORDER TO RETAIN SYSTEM WARANTEE. 8) ORIFICE DIAMETER: 3/16" ORIFICE SPACING: 3' O.C. 9) DEPTH OF BACKFILL MATERIAL: DRAINFIELD:18 " -21" ' WASTEWATER TANKS: 17" r -1 , k IN}`5100246 °.• i - 1h Edward Babbitt r 2511390TH ST F, BABBITT SEPT DESIGN INC, )8 624: WA 98321 253 $ I 62.4307 • (253)891 =2859 FAX CLIENT: BRYAN SMITH,10397 BEACON AVE. SOUTH, TUKWILLA,WA 98178 PROJECT: ON SITE SEWAGE DISPOSAL SYSTEM RECORD DRAWING LOCATION: 10397 BEACON AVENUE SOUTH, TUKWILLA,WA 98178 LOT 21, MERRICKS ACRE TRS DIV. #2, PARCEL # 3547680 -0193 SCALE: 1 "=20' 5 10 1520 30 40 60 DRAWING # 1 OF 1 DRAWN BY/DATE A110509 1.25" DISTRIBUTION LINE (CL200) — 2" PVC PUMP LINE (CL200). @ 22 L.F. 106.5' SCREENED OUTLET BAFFL -4- U q i \\ �_ CONTROL PANEL - SJE RHOMBUS IFS TD1 •SBEDROOM RESIDENCE (SYSTEM IS NOT, SIZED TO ACCOMODATE A STANDARD 5 BEDROOM RESIDENCE) 4" PVC CLEANOL 1 EXISTING DRIVEWAY, 46' -`314 316 115.97' L DOUBLE SLEAVEd DISTRIBUTION LINES UNDER DRIVEWAY - SLEAVED WITH 4" PVC (ASTM 3034) L MONITORING PORT/ LATERAL END ACCESS -SEE DETAILS 10' 3 t SOUTH 107111 STREET 1.25" DIST. LINES (CL200) (N) DECK PER PLANS APPROVED SEATTLE -KING COUNTY EPT. •• P SBA LIC HEALTH W W A =_4= / y W 1 1 PROPERTY LNE 105.4' .1- 4. W W W 5EPTI6 TAN)C W W W • EXISTING RESIDENCE -4' -`P ��'- -W— - W W W W W W W jl W W /- W I r - FIRE DAMAGE AREA W _ 4. W /W W W W W W W W �' W W w .r v- .v v, 2517' ""- r- -Y- -t- .r W W .,, W W r W `�� W . 4 W W W 4. V 4, W . . ..4, . . 4, W W W W 4. �`.,_J* L ._ PROPERTY LINE 115'.91' S 107TH ST SITE PLAN SCALE: 1.:20'-0. • NOTE: THIS SITE PLAN WAS GENERATED U5IN6 INFORMATION FOUND ON THE KING COUNTY GIS SYSTEM AND INFORMATION GATHERED DURING SITE VISITS. THIS SITE PLAN 15 NOT TO BE CONSIDERED A SURVEY. 1 ROUTE MAP & DIRECTIONS L START OJT GONG NORM 04 5,470 POINT W4Y HE TOWARD NE 45TH 51 2 SAND PONT WAY NE BECOES NE 45114 5T 3 STAT 51R4IGIIT TO CW ONTO 15 4TLNQ BLVD NE / NE 45114 51. CONIINIE TO FOLLO1I T'ION1LAKE BLVD NE 4. MERGE ONTO WA-520 v TOWARD 1 -5 / VANCOUVER BC / PORTLAND 5. MERLE ONTO 1 -5 5 NA TIE EXIT CN TIE LEFT TOWARD PORTLAND 6. TAKE TIE BOEI/G ACCESS RD EXIT, EXIT 58, UMIAK) E MARGINAL GAT 1. TURN LEFT ONTO S BOENi ACCESS FD S. 5 BCEIG ACCESS FD BECQES 5 RYAN WAY 4 1URR I RG141 0410 551 AvE 5 O. TAKE ILE 51 81441 ONTO 5101114 51 IL TAKE 114E 51 RG141 0410 BE4C04 AA 5 0 - 10391 BEACON 4vE 515 ON NE LEFT VICINITY MAP miter SEPTIC TAW, DRARFIELD 4 RESERVE REPLACED M 2011, PERMIT 40140033316 BY RABBIT SEPTIC DESIGN, INC BUILDING DATA ADDRESS. 10391 BEACON AVE 5, TUSCWILA, WA 98118 PARCEL NO: 541680 -0193 LEGAL DESCRIPTION: MERRICK& ACRE TF5 DIV • 1 512 FT *AS ALGWLN }BUILDING: TYPE V -B OCCUPANCY: R -3 zoNMG LDR MAIN FLOOR: 12420 SeFt UPPER FLOOR: 250 SqFt TOTAL 5F: 2,410 SqFt kOT: .18 Acres YEAR BUILT: 1921 BSMT GARAGE: FINISHED BSMT: 190 SqFt 900 SqFt SEE THIS SHEET 1 PLANS FOR ADDITIONAL CODE ANALYSIS 113 r--4 INVESTIGATIVE ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH 3605 C STREET AUBURN, WA. 98002 ww1v.bcie.net 253.833.5557 (01 253.833.7309 (F) 1.888.3 55557 (T) DESIGNED BY JB APPROVED BY.: JB DRAWN BY: CC DATE: 05 -25 -12 CHECKED BY: DC SCALE: 1"=20'-0" FOR: HALO CONSTRUCT /ON 2915 HEWITT AVE EVERTT, WA 98201 TITLE: SMITH FIRE 10397 BEACON AVE S 'TUKWILA, WA 98178 CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTING SHEET N lof3 JOB NO. 12064 d x4 WALL TO MATCH (FU 1400D -LAP SIDING TO MATCH (AS 541 I5- .— ._) -CO4TR TO OERFY EXTENT CF DAMKf (E) POT WATER 114• TO REMAN L_ (E) REC RM 04) INTERIOR FNLSVES (E) STAIRS 01) NTER(OR FNISVE5 1•1-/R RATED WALL CCNSTRIICTION: 01) 5/5' TTFE x C4)3 • WALLS (AS SNON — — — ) (E) GARAGE I -IR RATED CEILING CCl/135C506 (14)5/8' TTFE x GCB BELOW LNNG SPACE D. (E) LNDRY RM (N) NTEPoOR FNISIE5 0 (E) UTILITY RM 04) NTETd0R 2NISIE5 rE) 0,65 RPd14CE TO REMAIN (ETV CONC EASEMENT WALL (E) BTHRM 04) 541FR0R FNI/E5 (E) STORAGE 04) INTERIOR FD11SIES 20-5 V)• (CCNTR TO Y£RIFT) 04)1x4 WALL TO MA2C14 - (5)580015 TO REMAIN TTP U10 BASEMENT FLOOR PLAN SCALE: 1/8' =I' -0' APPROVED SEATTLE -K EPT. P, 1,.0. r (E)1MDOW TO REMAIN • TTP LINO G COUNTY BLIC HEALTH 04) LL100D -LAP SIDING TO MATCH (AS SNOWI — — - — )- CCNTR TO VERFT EXTENT 6 DAMAGE (N) DECK TO REPLACE (E) - SEE MCI (E) MSTRBDRM 04) INTERIOR F145NE5 (E) CLOSET 04) INTERIOR FN15NE5 (E) MSTRBTH (N) INTERIOR FN151E5, 04) FIXTURES 0 (E) LIVING RM (IV INTERIOR F115TE5 14'-0' 5n o„ — (5) 500D- 81R)PG FIREPLACE I TO REMAIN (E) DINING RM ND um( (E) KITCHEN 04) MOIRES L.- -J (E) BTHRM NO um( (E) STAIRS NO WORK (E) FAMILY RM 040 WORC MAIN FLOOR PLAN SCALE: I /8' • I' -0' INVESTIGATIVE B C ENGINEERS, LLC 3605 C STREET AUBURN, WA. 98002 H (I1v.bcie.net 2538335557 (01 RESPONSIVE • ACCURATE • THOROUGH 1888.3?535557(TI DESIGNED BY: JB APPROVED BY JB DRAWN BY CC DATE: 05 -25 -12 CHECKED BY: DC SCALE: 1/8' =1 =0" FOR: HALO CONSTRUCTION 2915 HEWITT AVE EVERTT, WA 98201 TITLE: SMITH FIRE 10397 BEACON AVE S TUKWILA, WA 98178 CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTING (1) DOORS TO REMAIN - TTP WO SHEET 2of3 JOB NO. 12064 r (E) tLINDOIS TO Ra+aw • I TrP WO (E) ATTIC (E) BDRM3 NOWORK (E) BDRM1 NO WORK (E) ATTIC (E) STAIRS NO WORK 8,4 (E) DOORS TO RE714J - T1P WO (E) ATTIC (E) BORM2 NO WORK (E) HALL CL NO WORK (E) ATTIC UPPER FLOOR PLAN SCALE: 1/8'.1'-0' APPROVED (CATTLE-KING COUNTY �PT O UB IC HEALTH 1 DATE 113 r--4 INVESTIGATNE ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH 3605 C STREET AUBURN, WA. 98002 www.bcie.net 253.8335557 (0) 253.8337309 (F) 1.888.3355557 (T) DESIGNED BY: JB APPROVED BY: JB DRAWN BY: CC DATE 05-25-12 CHECKED BY DC SCALE: 1/8"=1"-0" FOR: HALO CONSTRUCTION 2915 HEWITT AVE EVERTT WA 98201 TITLE: SMITH FIRE 10397 BEACON AVE S jTUKWILA, WA 98178 CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTING SHEET 3of3 JOB NO. 12064 rPERNlIT COORD COP, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -205 DATE: 07/19/12 PROJECT NAME: SMITH RESIDENCE - FIRE REPAIR SITE ADDRESS: 10397 BEACON AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building D'vision n Fire Prevention -Ik if Public Works Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07/24/12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1K Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/21/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN ING SLIP ACTIVITY NUMBER: D12 -205 DATE: 06 -12 -12 PROJECT NAME: SMITH RESIDENCE - FIRE DAMAGE SITE ADDRESS: 10394 BEACON AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 6uif�ling Divislo P1.151ic Works ire Prevention Structural Planning Division ' it Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 06-14 -12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 07 -12 -12 Not Approved (attach comments) vq, REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: 'WV" Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D12-205 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITyQ T i LA JUL 19.2012 PERMIT CENTER Project Name: Smith Residence — Fire Damage Project Address: 10397 Beacon Av S Contact Person: Bryan Smith Phone Number: 253- 833 -5557 Summary of Revision: Approval and paperwork from King County Public Health provided Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplanPci.tukwila.wa.us Permit Center /Building Division 206 431 -367o Public Works Department 206 433 -0179 Planning Division 206 431 -367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION • PERMIT NO: b /a aQ STATE OF WASHINGTON) ) ss. COUNTY OF KING gteyA \\( C' Y� ► 41/, , states as follows: // [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number _, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner/Owner's Agent* Signed and sworn to before me this I day of 1 , 20 NOTARY PUBLIC in and for the State of Washington 0:5 Name as commissioned: My commission expires: , ^ 19 (3)) 5 Residing at Lid ,County Off- OC-4. 18.27.090 Exemptions. The regtion provisions of this chapter do not apply t 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical.contractor's license under chapter 19.28 RCW,that employs a certified journeyman electrician, a ceitified,residential,specialty electrician, or an electrical trainee; meeting; the A requirements of chapter 19.2&RCWito pew o m plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement ofa household appliance or other sma11 household <utilization ,equipment that requires limited electricLp'owerrand 1 imutedtwaste and /or water connection sAn . electrical.trainee must be supervised by a certified electric an4while ieifo "rming plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. COVER SHEET PROJECT INFO. (N) DRIVEWAY TRENCH DRAIN RECCOMENDED FOR STORMWATER DRAINAGE - CONNECT TO DOWNSPOUT TIGHT LINE OR (N) TIGHTLINE TO DISCHARGE AWAY FROM RESIDENCE (N) UPPER DECK PER PLANS (E) CONC DRIVEWAY — —Z" - -Z - -yam --- y - -� - -� —'Y -- . -- I4 1 qe ' W ■1, 43' -0' PROPERTY LINE 105.4' +/- - -z- -z _z I I 11 11 11 — z-- -- NV --v-- s— NI, ., 4, 4, . 4, 4, 4, NI, 4, 4, (E„1 SEPTIC TANS. .1' 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, --�Q *0 *o- , REVISIONS No changes shall be m de to the scope of tvorl{ without prior approval of uivvifa Building Division. N' :7: 77; ,. 'one will require a new plan submittal L nu may include additional plan review fees. 11 11 II II r= — r - -i• II II 11 11 (E) CONC DRIVEWAY Z u� Q ac Z La 0 O- a a- Q W m a PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approve I By L. Date: PROPERTY LINE II51.9T S 107TH ST MODIFY (E) GRADE SO NO SOILS WAN 6' OF 80T OF SIDING 4 SLOPE AWAY FROM RESIDENCE TO DIRECT STORMW4TER AWAY FROM RESIDENCE DISCHARGE (E) /(N) GUTTER DOWNSPOUTS AWAY FROM RESIDENCE MIN OF 4' OR TO (E) TIGHT LINES - TYP (2) PLCs 6 NUJ 4 SW CORNERS SITE PLAN SCALE: 1' = 10' -0' NOTE: THIS SITE PLAN WAS GENERATED USING INFORMATION FOUND ON THE KING COUNTY GIS SYSTEM AND INFORMATION GATHERED DURING SITE VISITS. THIS SITE PLAN 15 NOT TO BE CONSIDERED A SURVEY. I I SEA? SEPARATE PERMIT REQUIRED FOR: IMec chaniai 1 lectricai C Iumbing t as Piping City of Tukwila S LVNG DIVISION, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 bn-- v�►r� City of Tukwila BUILDING DIVISION FILE COPY Permit No.. ) J)"'' 24 5 Pl *.^ review approval is subject to errors and omissions. :A1 of construction documents does not authorize of any adopted code or ordinance. Re a pt a Lpproved Field Copy and conditions is acknowledged: By c ) i 1 2. Date.. , City Of lbkwila BUILDING DIVISION • <2 +,ry t r C;1 e Y -.; c,( by the IKs Department f r conformance with current. City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac - of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: STATEMENT OF USE 4 LIABILITY NESE PLANS ARE FOR NE EXCLUSIVE USE OF HALO CONSTRUCTION CIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY OTHERS. ALL INFORMATION ON THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON THESE PLANS. DESCRIPTION OF DAMAGE /SCOPE 1. FIRE DAMAGE TO MAIN FLOOR DECK OVER DAYLIGHT BASEMENT GARAGE 4 REC ROOM, WEST EXTERIOR WALL 4 SOUTH EXTERIOR WALL a DAYLIGHT BASEMENT, WEST EXTERIOR WALL e MAIN FLOOR LIVING ROOM, AND ALL INTERIOR FINISHES 4 FIXTURES e DAYLIGHT BASEMENT 4 MAIN FLOOR LIVING ROOM 4 MASTER BEDROOM. 2. REPLACE DAMAGED DECK, INCREASING OVERALL SIZE AS SHOWN. REPLACE DAMAGED WALLS 4 INTERIOR FINISHES 4 FIXTURES. ARCHITECTURAL /STRUCTURAL REPAIRS PROVIDE (N) INTERIOR 4 EXTERIOR ARCHITECTURAL 4 STRUCTURAL CONSTRUCTION 45 NOTED PER NE PLANS. ALL (N) CONSTRUCTION SHALL COMPLY WITH NE 2009 IRC AS AMENDED 4 ADOPTED BY THE LOCAL JURISDICTION. ELECTRICAL, MECHANICAL, 4 PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, 4 PLUMBING FIXTURES 4 SERVICES WITHIN THE DAMAGED AREAS AND AS OTHERWISE NOTED PER THE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE (E) ROUGH -INS. B UILDING DESIGN NOTES SEPTIC TANK, DRAINFIELD 4 RESERVE REPLACED IN 2011, PEWIT •ON0093316 BY 1341313IT SEPTIC DESIGN, INC BUILDING DATA ADDRESS: 10391 BEACON AVE 5, TUKWILA, WA 98118 PARCEL NO: 541680 -0193 LEGAL DESCRIPTION: MERRICKS ACRE IRS DIV • 2 S 12 FT ME4S ALG W LN ARCHITECTURAL THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ARCHITECTURAL WORK, WHICH INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING 4 CAULKING, INTERIOR FLOORING, TRIM, ETC. DAMAGED BY THE FIRE (SMOKE OR NEAT) SHALL REMOVE AND REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER THE 2009 IRC A5 AMMENDED 4 ADOPTED BY CITY OF TUKWILA AND THE STATE OF WASHINGTON. ELECTRICAL, MECHANICAL, 4 PLUMBING: THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ELECTRICAL, MECHANICAL, 4 PLUMBING UJORK SHALL INSTALL NEW ITEMS TO MATCH NE ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF TUKWILA BY THE ELECTRICAL AND MECHANICAL CONTRACTORS. THE ELECTRICAL 4 MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (A5 REQ'D), MECHANICAL EQUIPMENT (AS REQ'D), 4 PLUMBING FIXTURES (A5 REQ'D). ALL WORK SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMING CODES AS AMMENDED 4 ADOPTED BY CITY OF TUKWILA AND THE STATE OF WASHINGTON. BUILDING: TYPE V -B OCCUPANCY: R -3 ZONING: LDR MAIN FLOOR 1,260 SgFt UPPER FLOOR: 250 SgFt TOTAL SF.: 2,410 SfFt LOT: .I8 Acres YEAR BUILT: 1921 BSMT GARAGE: FINISHED BSMT: 190 SfFt 900 SgFt PROJECT TEAM SEE THIS SHEET 4 PLANS FOR ADDITIONAL CODE ANALYSIS CONTRACTOR: INVESTIGATIVE /RESTORATION ENGINEER HALO CONSTRUCTION BC INVESTIGATIVE ENGINEERS CONTRACTORS LICENSE* 144LOCCI955QD CONTACT: MATT SINKULA 206.119.9539 (C) CONTACT: JESSE BINFORD, PE PRINCIPAL 253610.9513 ABBREVIATIONS LEGEND S HEET INDEX AB(s) ADEQ ADD'L ALUM BLDG BLKG BM BOT BRG BTWN CTR(d) CLG CLR COL COMP CONC CONT CONTR DEMO DF DIA DIST DTL (E) EA EQ ES EUJ EXT FF FLR FND FT ANCHOR BOLT(s) ADEQUATE ADDITIONAL ALUMINUM BUILDING BLOCKING BEAM BOTTOM BEARING BETWEEN CENTER LINE CENTER, CENTERED CEILING CLEAR COLUMN COMPOSITION, COMPOSITE CONCRETE CONTINUOUS CONTRACTOR DEMOLISH, DEMOLITION DOUGLAR FIR DIAMETER DISTANCE DETAIL EXISTING EACH EQUAL EA SIDE EACH WAY EXTERIOR FLUSHED FRAMED, FINISHED FLOOR FLOOR FOUNDATION FOOT, FEET FIG GA GALV GCB GLB GLIB NC HOW HDR(s) HDUJR NF HORIZ IBC I/F INSUL INT IRC JT LAM(s) Ibs MAX MFR MIN (N) NOM O.C. 0/F OSB OH PE IE PLCS P -NAILS PNL FOOTING GAUGE GALVANIZED GYPSUM CEILING BOARD GLULAM BEAM GYPSUM WALL BOARD HOLLOW CORE HOLDOWN(s) HEADER(s) HARDWARE HEM FIR HORIZONTAL INTERNATIONAL BUILDING CODE INSIDE FACE INSULATION INTERIOR INTERNATIONAL RESIDENTIAL CODE JOINT LAMINATION(s) POUNDS MAXIMUM MANUFACTURER MINIMUM NEW NOMINAL ON CENTER OUTSIDE FACE ORIENTED STRAND BOARD OVERHANG PRE ENGINEERED PLATE PLACES PNEUMATIC NAILS PANEL FT PWD REINF RQD 6! 5c 5HT SHTG SIM SOG 5PCG SQ SgFt STRUCT 5W T4G TYP UNO VERT W/ W/0 WIN WSEC XFR POINT PLYWOOD REINFORCEMENT REQUIRED SQUARE INCHES SOLID CORE SHEET SHEATHING SIMILAR SLAB ON GRADE SPACING SQUARE SQUARE FEET STRUCTURAL SHEAR UJELL TOUNGE 4 GROOVE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WITHOUT WINDOW WASHINGTON STATE ENERGY CODE TRANSFER PLAN TITLE SCALE: 1' =10' -0' DETAIL TITLE SX.X SCALE: 1' =1'-0' PLAN TITLE UNDERLINE NORTH ARROW DETAIL /SECTION TITLE UNDERLINE 5X.X = SHEET WHERE DETAIL /SECTION 15 DRAWN 1 = DETAIL NUMBER 5X.X = REFERENCE WHERE DETAIL 15 TAKEN 1 = SECTION NUMBER SX.X = REFERENCE WHERE SECTION 15 TAKEN 1 = ELEVATION NUMBER 5>0( = REFERENCE WHERE ELEVATION 15 TAKEN DOOR MARK PER SCHEDULE WINDOW MARK PER SCHEDULE 0 C)N c N 0 W1 = SW DESIGNATION PER SW TABLE ON 51.0 I = REVISION NUMBER INDICATES AREA WITH A REVISION SMOKE DETECTOR N= NEW E = EXIST CARBON MONOXIDE ALARM N= NEW E = EXIST EXHAUST FAN 50cfm BATH N= NEW E = EXIST NOT WATER HEATER N= NEW E = EXIST 100cfm KITCHEN EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED NEW 2x4/2x6 WALLS /SNEAK WALLS DEDICATED EXHAUST ROOF VENTS GENERAL CS COVER SHEET ARCHITECTURAL: b122O5 41.0 BASEMENT FLOOR PLAN 4 NOTES A1.1 MAIN 4 UPPER FLOOR PLAN 412 TYPICAL EXTERIOR WALL SECTIONS TOTAL SWEETS, THIS SET STRUCTURAL 51.0 TYPICAL STRUCTURAL NOTES 4 DECK DETAILS 52.0 NOT USED 53.0 FOUNDATION, MAIN FLOOR 4 CEILING JOIST FRAMING PLAN 4 DETAILS aR c ' IV L JUN 12 2012 w —J 1- 1— 0 • THOROUGH ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 VICINITY MAP PERMIT CENTER 1:42012 MspQuwst - P 5 4441 841 It c;), ht et map I' i-t:; [GNED BY WNBY CKED BY: APPROVED BY JB cv qo C) w (^ Ga r1 N O •�, RECEIVED JUN 14 WU i TLIKWIVI PUBLIC WORKS • • • • • • CAUSE & ORIGIN DESIGN N O T E S (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) ENERGY CODE/BUILDING ENVELOPE- GENERAL I. RESIDENCE HEATED WITH EXISTING FORCED -AIR GAS HEATING. MIN BTU RATNG GF 80,000 BTU/HR a 80A EFFICIENCY. 2. ALL WINDOWS 4 DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIFPEO TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF I PERM. 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED TO LIMIT AIR LEAKAGE. 5. THE CONTRACTOR IS TO PROVIDE 'A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC 105.4 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING AND PERMANENTLY POSTED WIT144 3' -0' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION'. (UISEC 105.4) ELECTRICAL- GENERAL L BUILDING: SHALL BE WIRED WITH NM 90 NONMETALLIC SHEATHED CABLE (COMPLIES wNS STANDARDS: NMB2C14US -14/2 WIRE± NMB2C12US- 12/2 WIRE± NMB3C14US- 14/3 WIRE). 2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSL ED). ELECTRICAL LIG4TINCs 1. LIGHTING* CONTROLS SHALL BE PROVIDED FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SHALL BE CAPABLE OF TURNING: OFF ALL LIGHTS WITHIN THE SPACE. 2. MAXIMIM LIGHTING: POWER TWAT MAY LSE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 15 AMPERE CIRCUIT LOADED TO 80% CAPACITY. 3. MINIMUM OF 50% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING* SHALL EE HIGH EFFICACY LUMINAIRES. (WSEC 505) MECHANICAL SYSTEM - GENERAL 1. THERMOSTAT SHALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC HEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS. 3. SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING* THE SYSTEM. 4. DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 1ST ADDITION. 5. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL NSPECTION. (WSEC 10132h 4 503.10.2) b. BUILDING: AIR LEAKAGE TESTNG, DEMONSTRATING* NE SPECIFIC LEAKAGE AREA 15 LESS THAN 0.00030, (UBEC 502A5), 15 REQUIRED PRIOR TO FINAL INSPECTION. 714E TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. (UJSEC 105.4) 1. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION TEMPERATURE. (WSEC 5038.) a A SIGNED AFFIDAVIT DOCUMENTING 714E DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION (UJSEC 10132b 4 503.102) P'LUMBNG- GENERAL L ALL PLUMING TO BE IN ACCORDANCE WITH NE AMENDED 2009 PLUMBING: CODE. 2. ALL FITTNGS TO BE BOUPEX (BRASS/EARB) TS, ELBOWS, AND COUPL.NCs5. 3. ALL DRAINAGE PIPE TO BE ABS SCI-EDULE 40. 4. ALL WATER PIPE TO BE FEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS FER AS1M F816/F811. 5. ALL PIPES TO BE SECURED U511,6 APT TUBE CLAMPS. ABS TO BE BLOCKED 4 STRAPPED. 6. ALL SINKS 51-IALL BE EQUIPPED WITH CLEAN -OUT. 1. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE 54ALL BE INSULATED AND EQUIPPED WITH NEAT TRACE TAPE. a MIN R -10 INSULATION CINDER WATER HEATER SHALL BE MET BY THE R -34 GATT INSULATION LOCATED IN TI4E FLOOR 9. 714E HOT WATER TALC SHALL COMPLY WITH STANDARD: ANSI 72110.1 -1998. EGRESS WINDOWS IN ALL BEDROOMS - IF (N) WINDOWS INSTALLED 1. FINISHED SILL HEIGHT WITHIN 44' OF 714E FLOOR 2. MINIMUM NET CLEAR OFENABLE AREA OF 5.1 SgFt. 3. MINIMUM NET CLEAR OPENABLE WIDTH of 20'. 4. MINIMUM NET CLEAR OPENABLE HEIGHT OF 24'. FLOOR PLAN NOTES (N) VINYL WINDOWS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETUJEEN HOMEOWNER 4 CONTRACTOR (N) INTERIOR FINISH SCHEDULE: 04)1/2' GLUE ALL INTERIOR WALLS w /bd COOLER NAILS 1/1 MNIMRM SPACING, UNO PER THE FLANS. (N)1/2' GCB ALL INTERIOR CEILINGS W/ bd COOLER NAILS 1/1 SPACING, UNO PER 714E PLANS. USE 'GREEN' BOARD ON NE BATH TUB 4 SHOWER WALLS. ALL OTTER FINISHES SUCIIAS FLOOR AND COUNTER COVERINGS TO BE SELECTED BY THE CONTRACTOR (N) DOORS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER 4 CONTRACTOR (N) ROOF VENTING: PROVIDE VENTING PER PLANS. (N) INSULATION: PROVIDE R -15c UNFACED BATT INSULATION FOR (E) WALLS. PROVIDE R -30c FACED BATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION. PROVIDE R -49 L3LOUN -IN INSULATION FOR ROOF INSULATION. PROVIDE R -15c UNPAGED BAIT INSULATION ON EXTERIOR BELOW GRADE WALLS. a 6/11 /2012 2: 41 -6 0 0 File Name: X: \JOBS \2012 \12064 \PLANS OR DRAWINGS IN IE \12064 A1.0.DWG GENERAL FLOOR PLAN NOTES I. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ALL WORK SHALL LSE N COMPLIANCE WITH NFPA 0514A 2006 IBC. AND ALL OTHER APPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. VERIFY LOCATION AND PLACEMENT CF ELECTRICAL, PHONE, AND DATA LINES WITH OWNER BEFORE INSTALLATION OF ELECTRICAL BOXES AND DRYWALL. 3. SEE SITE PLAN FOR EXTENT OF CONCRETE WALKS. 4. ALL GLASS IN HAZARDOUS LOCATIONS, AND WITHIN 18' OF TI4E FLOOR AND WITHIN 24' OF TIE DOOR SHALL BE SAFETY GLASS, GENERAL CONTRACTOR 70 VERIFY. 5. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE RECUIREMENTS. 6. ALL DIMENSIONS SHOWN 70 FACE OF EXTERIOR WALL ARE TO FACE OF STUD. ALL DIMENSIONS SHOWN TO FACE OF INTERIOR WALLS ARE TO FACE OF STUD (UN.01 1. USE 2xb AS REQUIRED FOR PLUMING WALLS. 8. CONTRACTOR SHALL EMPLOY PRECAUTIONS NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES. 9. ALL EXTERIOR DOORS S14ALL EE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WNDOWS AND AT ALL PENETRATIONS TI-RJ BUILDING ENVELOPE SHALL BE SEALED USING SEALANTS AND CAULKING. 10. ALL FNIS14 SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 16 THRJ 200 AND A SMOKE DENSITY OF 450). IL CONTRACTOR IS TO TAKE PRECAUTIONS NECESSARY TO PREVENT DUST AND DEBRIS FROM ENTERING MECHANICAL SYSTEMS AND ADJACENT ROOMS. 12. PROVIDE WATER RESISTANT GUS AT ALL 'WET' WALLS. 13. ALL DOOR RETURNS ARE 3' UJNO. 14. ALL BATHROOM 4 LAUNDRY FANS 514ALL BE 50 CR1, TYP. KITCHEN EXHAUST FAN SHALL EE 100 CR1 15. SEE T1419 SHEET FOR NOTES CONCERNING: STAIRS, BEDROOM EGRESS WINDOWS, HANDRAILS, 4 SMOKE DETECTORS. 16. NOTE: GAS NSERT MUST BE UL - OR ICED - APPROVED 4 MUST BE INSTALLED PER MFR'S REQUIREMENTS. VERIFY FRIG DIMENSIONS REQUIRED. 11. SLOPE ALL DECKS, PATIOS, EXT. CORRIDORS 4 STAIR LANDINGS, 1/4' PER FT. MIN, AWAY FROM WALL/BL-DG. TO DRAIN. 18. ELECTRICAL WORK IS DESIGN - BUILD. THE ELECTRICAL WORK SHOUAN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WOKS, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY TI4E SPECIFICATIONS, OR TO MAKE THE UJORC COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 19. MECHANICAL WORK IS DESIGN- BUILD. TILE MECHANICAL WORK, SHOWN HEREIN, 15 DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK NOT NDICATED HEREIN, BUT REQUIRED BY CODE, OR BY TI-E SPECFICATIONS, OR TO MAKE TI4E WORK COMPLETE, AND RNNCTIONIK 15 TO BE PROVIDED AS PART OF NE WORK 20. PLUMBING WORK IS DESIGN - BUILD. THE PLUMBING WORK S140t1t4 HEREN, IS DIAGRAMMATIC AND ILLUSTRATES TI4E GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED EY CODE, OR EY THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK 21. DOORS: ALL MAIN DOORS BETWEEN GARAGE 4 LIVING AREAS SHALL LSE 20 MN. RATED TIGHT FITTING SOLID CORE W/ SELF CLOSING HINGES. 22. ATTIC ACCESS SHALL BE 22x30 MIN. 23. VERIFY QNTY 4 LOCATION OF HOSE BIBS W/ OWNER PRIOR TO BIDDING CONSTRUCTION. 24. HOT WATER I-EATER SEISMIC RESTRAINT STRAPS 4' WIDE X 24 GA 541 STRAPPING SHALL BE POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD OF ITS VERTICAL DIMENSIONS - PROVIDE BLOCKING IN WALL USE (3) 5/16' LAG BOLTS FER WALL FLANGE WATERTIGHT DRIP PAN W/ DRIP TO DAYLIGHT AS APPROVED. 25. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER 26. SMOKE ALARMS SHALL BE INTERCONNECTED. EXCEPTION: INTERCONNECTION AND HARD - WIRING OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE TI4E ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING TIE STRUCTURE, UNLESS THERE 15 AN ATTIC , CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES 21. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY DIMENSIONS F THERE ARE DMEN5I0•5 NOT Sl.IOUN ON DRAWINGS CALL ARCIITECT / DESIGNER TO VERIFY THOSE DIMENSIONS. 2a HOMEOU, ER/CONTRACTOR TO COORDNATE SELECTION OF INTERIOR 4 EXTERIOR FINISHES, APPLIANCES, PLUMING, 4 ELECTRICAL FIXTURES. 29. HOMEOWNER/CONTRACTOR TO COORDINATE SELECTION OF INTERIOR 4 EXTERIOR FINISHES, APPLIANCES, PLUMBING, 4 ELECTRICAL FIXTURES. 30. CARSON MONOXIDE ALARMS S14ALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS WHERE THERE IS AN ATTACHED GARAGE OR FUEL -FIRED APPLIANCES. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING IN ACCORDANCE WITH TI4E 2009 (RC AND NE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GENERAL NOTES APPLY ONLY TO ACTUAL WORK BEING DONE. 5111 (E) SIDING TO BE DETACI4ED 4 RESET OR - REPLACED TO MATCH AS RQD FOR (N) FLUID WALL S14TG PER STRJCT • NW CORDER (E) HOT WATER TANK TO REMAIN 2V-0' (CONTR TO VERIFY (N) 2x4 WALL TO MATCH v oN (E) REC RM (N) INTERIOR FINISHES UP (E) STAIRS (N) INTERIOR FINISHES (N) WOOD -LAP SIDING TO MATCH (AS SHOWN - •- •- )- CONTRTO VERIFY EXTENT OF DAMAGE 01 SIM 1 1 14R RATED WALL CONSTRUCTION: (N) 5/8' TYPE 'X' GLUES a WALLS (ASSHOILN - - - ) (E) GARAGE 1 -14R RATED CEILING CONSTRUCTION: (N) 5/8' 1YPE 'X' GCB BELOW LIVING SPACE 1 D. (E) LNDRY RM (N) INTERIOR FINISHES fl 74 W: /4 iiiiiiiiiiiii (E) POSTS FOR MAN FLR EM (E) UTILITY RM (N) INTERIOR FINISHES 20-5 I/2' (CONTR TO VERIFY) (N) 2x4 WALL TO MATCH (E) GAS FURNACE TO REMAIN (E) 6' CONC BASEMENT WALL J--1 (E) BTHRM (N) INTERIOR FINISHES (E) STORAGE (N) INTERIOR FINISHES i iiii%/Z./A i iiiiiiiiiiiiiiiiiiiiiiiiiiii /AA FY/ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiJ B AI2J LAP (N) BLDG PAPER W/ (E) BLDG PAPER PER CODE (MIN 6') - TYP UNO BASEMENT FLOOR PLAN SCALE: 1/4" - 1' -0" B AI2 DOOR SCHEDULE MARK DOOR SIZE THICK X WIDTH X HEIGHT TYPE DOOR CONSTRUCTION JAMB CONST. HOW REMARKS CORE MAIL. FINISH MAIL. FINISH 0 2' x 9' -0' x 1' -0' - - STEEL FACTORY WD PAINT A - GARAGE DOOR O 13/8' x 6' -0' x 6' -8' - - VINYL FACTORY VINYL PAINT - - SLIDING GLASS DOOR ® 1 3/4' x 2' -8' x b' -8' - SC WD FACTORY WD PAINT - O. 6 -PANEL 0 13/8' x 4' -0' x 6' -8' - I1C WD FACTORY WD PAINT - - BI -PASS - 1 3/8' x 2' -8' x 6' -8' - HC IUD FACTORY UA PAINT o< - 0 13/8' x 2' -8' x 5' -8' - HC Ub FACTORY U. PAINT - 1 1 3/8' x 2' -6' x 6' -8' - HC Up FACTORY llD PAINT - ® 1 3/8' x 2' -6' x 6' -8' - 4C WD FACTORY WD PAINT POCKET ® 1 3/8' x 2' -6' x b' -2' - HC WD FACTORY WD PANT . - NOTES: 1. ALL EXTERIOR DOORS SHALL HAVE RILL WEATHER STRIPPING. 2. MAX ACCEPTABLE U -VALUE 4 020, TYP. 9 ALL EXTERIOR DOORS. 3. COORDINATE FINISHES /STYLES W/ HOMEOWNER 4. PROVIDE MIN RATED TIGHT FITTING SOLID CORE DOOR W/ SELF CLOSING WINGES a DOOR BETUI£EN GARAGE 4 HOUSE. WINDOW SCHEDULE NARK WINDOW SIZE WIDTH X HEIGHT Windown Construction Rsnarks FRAME GLASS COLOR OPERATION O4' -0' x 3' -0' VINYL CLEAR WHITE SLIDER CONTR TO VERIFY WINDOW SIZE O - - - - - 0- - - - - - O - - - - - © - - - - - O. .. - - - © - - - - © - - - - O - - - - - NOTES: I. ALL WINDOW OPENINGS SHALL BE WEATHER WRAPPED BEFORE WNDOWS ARE INSTALLED. 2. INSTALL WINDOWS PER MANUFACTURERS RECOMMENDATIONS. 3. COORDINATE FINISHES/STYLES W/ HOMEOWNER 4. MAX ACCEPTABLE U -VALUE +032, TYP UNO. (E) WINDOWS TO REMAIN - TYP UNO (E) 2x4 FURRED WALLS LINO (AS SHOWY ZZ2Z= ) � RE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 City of Tukwila BUILDING DIVISION JUN 12 2012 -)ERMI f CENTEF xo s LL ow N 41 0 THOROUGH • ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 DESIGNED BY JB DRAWN BY: CC CHECKED BY TO APPROVED BY: JB cv L-i. l ' E- qo • Lza LLI • • • • DUE DILIGENCE • CAUSE & ORIGIN a R/11 /7(119 9.4.1 a' 0 ET File Name: X: \JOBS \2012 \12064 \PLANS OR DRAWINGS IN IF \12664 Al 1 nwn 14' -0' 412 (E) WINDOW TO REMAIN - TYP UNO (N) MSTRBTH (N) INTERIOR FINISHES (N) FIXTURES 8 412 (N) WOOD -LAP SIDING TO MATCH (ASSHOIIIrN— •— •— ) -cONTR TO VERIFY EXTENT OF DAMAGE C 412 (N) DECK To REPLACE (E) - SEE STRICT (CONTR TO VERIFY) (N) 2x4 WALL TO MATCH 511 (E) MSTRBDRM (N) INTERIOR FINISHES ON (E) CLOSET al) NTERIOR FNISHES FLR SHTG DAMAGE - SEE STRICT (0) W 1 (E) LIVING RM (N) NTERIOR FNISHES v DN (E) WOOD - BURNING FIREPLACE TO REMAIN 4' -0' 10' -0' 14' -0' 51M SIM Al2 \ / (E) DINING RM NO WORK RE. (E) KITCHEN (N) FIXTURES L__., L_ _ J (E) BTHRM NO WORK UP (E) STAIRS NO WORK (E) FAMILY RM NO WORK MAIN FLOOR PLAN SCALE: 1/4' = 11-0' 412 AI2 (E) WNDOWS TO REMAN - TYP UNO C 412 (E) ATTIC (E) BDRM3 NO WORK (E) BDRM1 NO WORK (E) ATTIC DN LWNBY 'CKED BY APPROVED BY JB N (E) STAIRS qo v NO WORK (E) DOORS TO REMAIN - — TYP LINO (E) ATTIC (E) HALL CL NO WORK (E) BDRM2 NO WORK (E) DOORS TO REMAN - T-P IJNO 51M AIM (E) ATTIC UPPER FLOOR PLAN SCALE: 1/4' = 1' -0" 412 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 City of Tukwila BUILDING DIVISION RECE VEL: JUN 12 2012 PERMIT CENTS btOS w J F- 1= 111 0 1 wa r: '4)4 �w r.c/134 ;C zz • THOROUGH ACCURATE RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 7GNED BY LWNBY 'CKED BY APPROVED BY JB N qo • • • • • • IE \12064 A1.2.DWG 2 \12064 \PLANS OR DRAWINGS (E) DIMENSIONAL COMP ROOFING: OVER (E) 1/2' FWD (SOLID) SHTG 4 (E) 2x6 RAFTERS e 24' O.C. (E) FWD SIDING - NO DAMAGE (N) BELLY BAND PER CONTRACTOR/OUJ•IER TO MATCH or b ti (N) WOOD -LAP SIDING TO MATCH OVER (N) 30' BLDG PAPER LAPPED W/ (E) MIN OF 6' r1 1 I (N) DECK PER STRUCTURAL ON SHEET 530 - SEE MA FOR FLASHING (N) WOOD -LAP SIDING TO MATCH OVER (N) 30' BLDG PAPER LAPPED W/ (E) MIN OF 6' (N) I/2' NOM PWD SHTG PER STRICT I 7-4i jj dkai 1 ' (E) 2x6 GABLE RAFTER (E) 2x4 GABLE WALL. - NO DAMAGE (N) R -49 BLOWN -N INSULATION WHERE DAMAGED (E) 2x8 FLOOR/CEILING JOISTS a I6' OL. - NO DAMAGE (N) IR' GCB W/ 1 -FERM PVA PAINT (N) /(E) R -30c UNPAGED BATT INSULATION (E) 2x4 WALL - NO DAMAGE (N) 1/2' GLIB W/ 1 -PERM PVA PAINT (N) R -15c UNFACED BATT INSULATION (E) FLOOR SHEATHING - NO DAMAGE EXCEPT a SIM (SEE STRICT) (E) 2x10 FLOOR JOISTS a 16' Oa - NO DAMAGE EXCEPT a SIM (SEE STRICT) (N) /(E) R -30c UNFACED BATT INSULATION (N)IR' GCB - (N) 5/8' TYPE 'X' GCB a SIM (N) 2x4 WALL PER PLAN (N) R -15c UNPAGED BATT INSULATION (N) 1R' GUS W/ 1 -PERM PVA PAINT - (N) 5/8' TYPE 'X' GUS a GARAGE • SIM (E) CONC STEM WALL TYPICAL EXTERIOR WALL SECTION dais NTS (E) DIMENSIONAL COMP ROOFING OVER (E) 1x8 SHIP -LAP SHTG 4 (E) 2x6 RAFTERS a 24' O.C. DETACH 4 RESET (E) METAL GUTTER WHERE SIDING 15 REPLACED (E) WOOD -LAP SIDING - NO DAMAGE (E) CONC BSMT WALL (E) 2x8 FLOOR/CEILING JOISTS e 16' O.C. - NO DAMAGE (E) INSULATION - NO DAMAGE (E)1/2' GCB - NO DAMAGE (E) 2x4 WALL - NO DAMAGE (N) I/2' G1.118 W/ I -PERM PVA PAINT (N) R -15c UNFACED BATT INSULATION (E) FLOOR SHEATHING - NO DAMAGE (E) 2x10 FLOOR JOISTS e 16' OL. - NO DAMAGE (E) BATT INSULATION - NO DAMAGE (E) 2x4 FURRED WALL - NO DAMAGE (E) INSULATION - NO DAMAGE (N) /(E)1R' GW1B W/ I -PERM PVA PANT (E) SOG - NO DAMAGE � B� TYP EXTERIOR WALL SECTION A11 NTS (E) DIMENSIONAL COMP ROOFING OVER (E) I/2' FWD (SOLID) SHTG 4 (E) 2x6 RAFTERS a 24' O.C. DETACH 4 RESET OR REMOVED 4 -->1 REPLACE (E) METAL GUTTER WHERE SIDING IS REPLACED (E) WOOD -LAP SIDING - NO DAMAGE (E) VT NOM FWD SHTG - NO DAMAGE (N) W100D -LAP SIDING TO MATCH - (E) a SIM EXCEPT OVER (N) FWD WALL SHTG e SIM (N) IR' NOM F'WD SWIG (N) 1R' NOM PWD SHTG ONLY WHERE DAMAGED e SIM (E) 2x8 FLOOR/CEILING JOISTS e 16' OC. - NO DAMAGE (N) R -49 BLOWN -IN INSULATION WHERE DAMAGED - (E) • SIM (N) I/2' GCB W/ 1 -PERT PVA PAINT (E) 2x4 WALL - NO DAMAGE (N) I/2' GLUE W/ 1 -PERM PVA PAINT (N) R -15c FACED BAIT INSULATION (E) FLOOR SHEATHING - NO DAMAGE (E) 2x10 FLOOR JOISTS a 16' OL. - NO DAMAGE (N) R -30c UNPAGED BATT INSULATION (N) 5 / 8 ' TYPE 'X' GWB - (N) IR' GL[ a SIM (N) 2x4 WALL PER PLAN - (E) e SIM 04) R -15c UNPAGED BATT INSULATION (N) 5/8' TYPE 'X' GLIB a GARAGE - (N)1R' Gus W/ 1-PERM PVA PAINT a SIM (E) GONG STEM WALL A TYP EXTERIOR WALL SECTION 41.2 NTS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 City of Tukwila BUILDING DIVISION _,. 3 Vii... JUN 12 2012 ERMIT CENTER bLos: c 0 U w a r:4 (:r4 • THOROUGH ACCURATE • RESPONSIVE 22 DO 00 Or) Csr3 C‘'3 C16 N N www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 SIGNED BY 4 WN BY: CKED BY APPROVED BY: JB w, q o 1 k • • • k W • • U LLI • CAUSE & ORIGIN a_ N 0 N 0 0 0 0 N w cn z 0 z 0 0 z J Q_ (0 0 N GENERAL STRUCTURAL NOTES 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND COORDINATE NE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO NE REQUIREMENTS OF CITY OF TUKWILA AND: THE 2009 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CITY OF TUKWILA AND THE STATE OF WASHINGTON: A.C.I. 318-05± A.I.S.C. 9T14 EDITION± AWSt A.I.T.C. 2ND EDITION± AND A.I.5.1 2002 EDITION 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS ROOF (SNOW) Pg : 30 PSF Pf : 20 PSF Ce : 1.0 Ct : 1.0 Is : 1.0 B. LATERAL LOADS: 25 PSF LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT 15 RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING 15 RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B, 3- SECOND GUST : 85 M.P.H. PER IBC, IMPORTANCE FACTOR, lw : 1.0 2. SEISMIC: SEISMIC USE GROUP I, SEISMIC DESIGN CATEGORY D PER IBC: DOES NOT GOVERN FOR TWO -STORY LIGHT WEIGHT RESIDENTIAL STRUCTURES 13 SHOP DRAWINGS (NONE) 2.0 SITE WORK (EXISTING STRUCTURE NONE - REQUIRED) 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301 ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI -301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES. USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER - (REDUCING ADMIXTURE NAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 1000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. DO NOT MOVE THE CONCRETE HORIZONTALLY USING THE VIBRATOR CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRICTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COW TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR 1415 APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE WIRES AND FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE± SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH A 28- DAY COMPRESSIVE STRENGTH OF 3,000psi, +/- 4% SLUMP, 0.0% AIR ENTRAINMENT, AND A WATER/CEMENT RATIO OF 050 FOR ALL CONCRETE. ONLY 2,500psi 15 REQUIRED FOR STRENGTH UNLESS NOTED OTHERWISE. APPLICATION STRENGTH F'c (PSI) MAXIMUM WATER/CEMENT RATIO PERCENT AIR ENTRAINMENT FOOTINGS 2500 050 0.0% FOUNDATION WALLS 2500 050 0.0% SLABS ON GRADE 2500 050 5.0% OTHER CONCRETE 2500 050 0.0% SUBNOTES: I. ANY OF THE ABOVE MIXES) CAN BE USED FLOWABLE (8' TO 11' SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND NE W/C RATIO 15 NOT INCREASED. 2. SLABS ON GRADE MAY CONTAIN WELDED -WIRE OR FIBER -MESH. EITHER ONE OF THESE MAY BE USED TO ASSIST IN NE PREVENTION OF VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED 51-IALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS, ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF NE ENGINEER 33 MATERIAL - CEMENT, WATER 4 AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM C -150, TYPE 1 OR TYPE II. ENGINEER'S APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM TO ASTM -C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20. POZZOLITH 51-IALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH NE MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8' WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM- C494, MBAR OR MICRO -AIR BY MASTER BUILDER NO AIR ENTRAINMENT IN COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 15 GIVEN BY THE ENGINEER 35 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD A -615, A -106 AT BOUNDARY ELEMENTS± GRADE 60 FOR *3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 KEBABS SHALL NOT BE BENT IN FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER ACI. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR f'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR f'c WHICH 15 LESS THAN 3000 P5I, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1 -*5 TOP AND BOTTOM, EXTENDING 2' -6' BEYOND OPENING AT EACH CORNER SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 15 NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT SHOWN ON THE DRAWINGS, THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'(ACI 318) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: COVER CONDITION 3' CONCRETE DEPOSITED AGAINST EARN 2' CONCRETE DEPOSITED AGAINST FORMS BUT 850 EXPOSED TO EARTH 1 -1/2' MAIN REINFORCING IN BEAMS 1 -1/2' TO TIES IN COLUMNS, AND TIRED REBAR IN WALLS 1 -1/2' FOR BARS IN SLAB ON GROUND 3/4' FOR BARS IN SLABS ON FORMS H. WELDED WIRE FABRIC: ASTM-A185 AND ASTM -A82 I. DEFORMED BAR ANCHORS: ASTM -A496 J. REINFORCEMENT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT WHICH MAY OR MAY NOT BE PLACED AT THE DIRECTION OF THE PROJECT ENGINEER K FIBREMESH: PROVIDE FIBREMESH STRANDS WITHIN CONCRETE PER THE MANUFACTURERS SPECIFICATION (15 * /CU. YARD TYPICALLY) WHERE REQUIRED BY THE OWNER IN LIEU OF UTILIZING WELDED WIRE FABRIC WITHIN SLABS ON GRADE. 3.1 EPDXY ANCHOR BOLTS TYPICAL EPDXY ANCHORS AND REBAR DOWELS WHICH ARE INSTALLED IN CONCRETE SHALL BE SET -XP AS MANUFACTURED BY SIMPSON STRONG -TIE AND SHALL BE INSTALLED IN CONFORMANCE WITH NE MANUFACTURERS GUIDELINES AND PER ICC -ES ESR -2508 OR APPROVED EQUAL. WHEN BASE MATERIAL TEMPERATURE LESS THAN 50 DEGREES USE HILT' HIT -RE -500 SD AS MANUFACTURED BY HILT! AND SHALL BE INSTALLED N COW-ORMAJJCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC -ES ESR -2322. 4.0 METALS (NOT USED) 5.0 STRUCTURAL STEEL (NOT USED) 6.0 LIGHT GAUGE STEEL - (NOT USED) 1.0 CARPENTRY 1.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR *2 FOR STUDS AND HEM -FIR *2 FOR PLATES OR AS 51-1OWN ON THE DRAWINGS OR BELOW. ALL 2' LUMBER 514ALL BE KILN DRIED (KO) OR SURFACE DRIED (SD) EACH PIECE OF LUMBER SHALL BEAR NE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN IN TABLE IN NEXT COLUMN: MEMBER SPECIES Fb (PSI) Fv (PSI) 2x 4 3x STUDS *2 -HEM FIR 850 150 2x JOISTS *2 HEM FIR 850 150 4x HEADERS *2 DOUGLAS FIR 1,000 180 4X COLUMNS *2 DOUGLAS FIR 1,000 180 6x HEADERS *1 DOUGLAS FIR 1350 110 6x COLUMNS *1 DOUGLAS FIR 1200 110 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL SE PRESSURE TREATED (SEE SECTION 1.1). 12 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A -301. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P- NAILS), AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P -NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES. COMMON WIRE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION 16d COMMON 0.162' P -NAIL 3 -1/2' FRAMING 10d COMMON 0.148' P -NAIL 3' FRAMING Sd COMMON 0.131' P -NAIL 3' FRAMING 10d COMMON 0.148' P -NAIL 2 -1/2' SHEATHING 8d COMMON 0.131' P -NAIL 2 -1/2' SHEATHING D. LAG SCREWS, SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, LISP, OR OTHER ICBO APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT- DIPPED GALVANIZED TO A G -185 RATING. THE HARDWARE AND FASTENER MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE PRESSURE TREATED MATERIALS USED ON SITE. 1.3 MINIMUM NAILING - PER 2009 IBC TABLE 2304.9.1. 1.4 ANCHOR BOLTS PER IBC SECTIONS 2308.6 4 2308.12.8. ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2' OR 5/8' NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 1' AND SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH END OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E 4 F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3'x3'xl/4' PLATE WASHERS 15 REQUIRED. 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E 4 F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION. 1.5PLYWOOD /O58 SHEATHING EACH 51-IEET SHALL BEAR NE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION 514ALL CONFORM TO MOST CURRENT VERSION OF P52 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. 514EATHING SHALL NAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR EXCEPT AS OTHERWISE SHOWN ORNOTED, PROVIDE Sd AT 6' ON CENTER • SUPPORTED PANEL EDGES AND Sd AT 12' ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE NE SAME SPACING PATTERN A5 STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF 055 CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO P51 OR P52. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR FLOOR DIAPHRAGM: 3/4' PWD (PANEL INDEX : 48/24), WITH 10d NAILS OR .131' DIA P -NAILS AT 6' O.C. AT SUPPORTED PANEL EDGES AND AT 12' O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. 1:6 MANUFACTURED TIMBER BEAMS (NONE) 1.1 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS 51-IALL BE PRESSURE TREATED WITH 25 * /CF PENTACHLOROPHENOL PER AWPA SPECIFICATION P -5 OR OTHER APPROVED TREATMENT. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M -4. CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN NE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WIN THE PRESSURE TREATED MATERIAL(S). 8.0 THROUGH 14.0 NOT USED 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED) 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) 11.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 City of Tukwila BUILDING DIVISION DAMAGE RESTORATION 4 2009 IBC CNAPTER 34 COMPLIANCE All new framing and other structural elements as well as existing Framing and structural elements damaged by the fire and repaired shall be per the 2009 IBC. All existing framing and other structural elements that are observed to not be damaged by the fire and are in serviceable condition, as defined below, are to be left as -is with no additional investigation or structural evaluation performed. Serviceable Condition: A condition where the observed framing or other structural element is free from any damage that reduces its capacity 6y more than 10%. Additionally, excessive deflection and /or distress due to an over- loaded /under - designed condition shall be considered damaged. Chapter 34 of the IBC states that for buildings and structures where alterations, repairs, additions, and changes of occupancy to existing structures shall comply with the provisions for alterations, repairs, additions, and chanes of occupancy in the IFC, IFGC, IPC, IPMC, IPSDC, IMC, IBC, and ICC ElectricaFCode. Section 3403, 3404 4 3405 ADDITIONS, ALTERATIONS OR REPAIRS states that any additions or alterations to any building or structure shall conform with the requirements of the code For new construction. Additions or alterations shall not be made to an existing building r structure which will cause the existing building or structure to be in violation of any provisions of this code. The section further states in 34033, 34043 4 34053 STRUCTURAL that additions or alterations to an existing structure shall not increase the Force in any structural element by more than 5%, unless the increased forces on the element are still in compliance with the code for new structures, nor shall the strength of any structural element be decreased to less than that required by This code For new structures. Where repairs are made to structural elements of an existing building, and uncovered structural elements are found to be unsound or otherwise structurally deficient, such elements shall be made to conform to the requirements for new structures. Section 3410 COMPLIANCE ALTERNATIVES states that the provisions of this section are intended to maintain or increase the current degree of public safety, health, and general welfare in existing buildings while permitting repair, alteration, addition and change of occupancy without requiring full compliance with Chapters 2 through 33, or Sections 34013, and 3403 through 3409, except where compliance with other provisions of this code is specifically required in this section. Chapter 34 further states in 34122 APPLICABILITY that the provisions in Sections 3412.2.1 through 3412.2.5 shall app! y to existing occupancies that will continue to be, or are proposed to be, in Groups A, B, E, F, M, R, S and U. Section 341223 ADDITIONS states that additions to existing buildings shall comply with the requirements of this code for new construction. Section 34122.4 ALTERATIONS OR REPAIRS states that an existing building_ or portion thereof, which does not comply with the requirements of this code-for new construction, shall not be altered or repaired in such a manner that results in the building being less safe or sanitary than such building is currently. HOEDOWN / STRAP COMPONENT TABLE SHEARWALL TABLE MARK COMPONENTNI A301/A36 ANCHOR DIAMATER WET -SET EMBEDMENT LENGTH "•4 RETROFIT (EPDXY) 0,5,6 DRILL DIAMETER EMBEDMENT LENGTH FIG STEM WALL SI/S2/S3/54 MST31/48/60/12 FROM MIN. (2) 2x STUDS ABOVE TO MIN. (2) 2x STUDS BELOW 1123 N/A N/A N/A N/A N/A MARK COMPONENTS 1/1' A.B. iE TO CONC. SPACING (IN) 0.148' P -NAIL E -TO -E SPACING (IN) SIMPSON A35/A35F/ CAPACITIES FOR SEISMIC DESIGN L550 CLIP SPACING CATEGORIES C, D, E, * F (IN) 5/8' GLUE 1/2' GWB 55/66/S1/S8 DBL. MST48/60 FROM (4) 2x STUDS ABOVE TO MIN. (4) 2x STUDS BELOW "23 N/A N/A N/A N/A N/A GI 5/8' Gl6, ONE SIDE, BLOCKED W/ TYPICAL NAILS • 4' O.C. 48' OC. 9' 0C. 30' 0C. 115 150 HI 14TT5 FiaO 1 MIN. (2) 2x STUDS ABOVE TO STEM WALL BELOW. 5/8' 4 -1/2' 3/4' 5' 10' IN 6' WIDE G2 5/8' GLUE, BOTH SIDES, BLOCKED W/ TYPICAL NAILS • 4' O.C. 24' OC. 4' 0C. 16' 0.C. 350 300 142 HDQ8 -5D53 from min. (2) 2x etude TO STEM UJALL BELOW. 1/8' 1 -1/2' 1' 1 -3/4' 15' IN 8' WIDE u 15/32' PLYWOOD, BLOCKED, UJ/ 0.131' DIA P- NAILS • 6' OC. • PANEL EDGES AND 12' OC. • FIELD 36' OC. 1' 0C. 24' 0C. HEM -FIR DOW -FIR 230 280 N 0 N (f) CO 0 X File Name: H3 HH00II -5D825 from min. 6x ' poste TO STEM WALL BELOW. 1' 11' I -1/8' 9' B' IN 8' WIDE 15/32' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS • 4' OC. • PANEL EDGES AND 12' O.C. • FIELD 24' OC. 4' OC. 16' 0.C. 353 430 14 HNDQ14 -5D825 FROM MIN. 6x6 POSTS TO STEM WALL BELOW. 1' 11' 1 -1/8' 15' IN 8' WIDE W3 15/32' PLYWOOD, BLOCKED, UJ/ 0.131' DIA P- NAILS • 3' OC. • PANEL EDGES AND 12' O.C. • FIELD. SEE SPECIFIC NOTES 1,2 24' OC. 3' 0.C. 12' 0C. 451 550 1. STRAPS AND HOLDOUJNS ARE TO BE APPLIED WITH FULL NAILING, NOT BOLTS, TO FULL HEIGHT FRAMING MEMBERS ONLY. SHEATHING IS TO BE APPLIED TO THE SAME FULL - HEIGHT FRAMING MEMBERS WITH PANEL -EDGE NAILING PER THE SHEARWALL TABLE. 2. STRAPS MUST BE ATTACHED DIRECTLY TO WOOD FRAMING, STROPS CANNOT BE APPLIED OVER GYPSUM. 3. MST STRAPS ARE TO BE APPLIED TO A MINIMUM OF (2) 2X FRAMING MEMBERS AND OVER SHEATHING AT UJOOD SHEARWALLS. STRAP NAILING REPLACES PANEL -EDGE NAILING OVER LENGTH OF STRAP. 4. FOR WET -SET OPTION, USE NUT - WAS( -ER -NUT ASSEMBLY ON THREADED ROD AND PLACE WASHER AT LISTED EMBEDMENT DEPTI4. 5. ALL DRILLED HOEDOWN ANCHOR INSTALLATIONS REQUIRE SF'ECIAL INSPECTION. 6. FOR AN OPTION TO WET -SET* USE SIMPSON SET EPDXY OR ENGINEER APPROVED SUBSTITUTION FOR DRILL -IN APPLICATIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 1. 4X COLUMNS MAY EE REPLACED WITH (3) OR MORE 2X6 STUDS, 6X COLUMNS MAY BE REPLACED BY (4) OR MORE 2Xb STUDS. SEE TYPICAL STRAP AND I4OLDOIN DETAILS. W4 15/32' PLYWOOD, BLOCKED, W/ 0.148' DIA P- NAILS • 1' OC. • PANEL EDGES AND 12' OC. • FIELD. SEE SPECIFIC NOTES 1,2 16' OC. 2 ROWS STAGGERED • 4'OC. 1- I/2'O.C. 113 810 Ub 15/32' PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.131' DIA P- NAILS • 3' O.C. AT PANEL EDGES AND 12' OC. • FIELD. SEE SPECIFIC NOTES 1 ,2,4 12' OC. 2 ROWS SDSI /4x3 SCREWS STAGGERED • 6' 0C. 6' 0.C. 902 1100 W6 15/32' PLYWOOD, BLOCKED, BOTH SIDES, IU/ 0.148' DIA P- NAILS • 2' OC. AT PANEL EDGES AND 12' OC. • FIELD. SEE SPECIFIC NOTES 1,2A 8' OC. 2 ROWS 5D$1 /4x3 SCREWS STAGGERED • 4' 0.C. HGA10 W/ 5P51 /4x1 -1/2 SCREWS • 9' OC 1421 1140 JUN 12 2012 ERalli "f CENTt=R TYPICAL NOTES: - 1. FOR ALL SHEARUJALLS WHERE 15/32' PLYWOOD IS CALLED OUT 15/32' OSB MAY BE USED AS AN ALTERNATE. FOR SHEARWALLS WHERE 15/32' PLYWOOD IS CALLED OUT 1/16' MB MAY EE USED WITH FRAMING • 16' 0C. 2. FOR ANCHOR BOLTS USE A 3 x 3 x 1/4 FLAT WASHER 6ETUEEN NUT AND PLATE TYPICAL. 3. IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL. STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. 4. UJALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS maw OPENINGS. T141515 FOR FINISH PURPOSES ONLY* NAIL, CLIP AND ANCHOR BOLT SPACINGS ABOVE APPLY AT ONLY THE ACTUAL LENGTH OF SHEARWALL. 5. 0.131' P -NAILS ARE TO BE 2 -3/8' IN LENGTH, 0.148' P -NAILS ARE TO BE A MNIhUM OF 2 3/8' FOR SHEATHING APPLICATIONS AND A MINIMUM OF 3 -1/4' FOR FRAMING OR PLATE TO PLATE NAILING. NAILS SHALL BE NSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. CONTRACTOR SHALL COMPLY WITH NAILING RESTRICTIONS AS DETERMINED BY THE PRODUCER of ANY COMPOSITE UJOOD PRODUCTS USED FOR SHEARUTALLS OR USED AS SHEAR TRANSFER MEMBERS SUCH AS BETUEEN FLOORS. 6. SIMPSON A35 CLIP ANGLES SHALL BE NSTALLED WITH THE APPROPRIATE FASTENERS PER TINE MANUFACTURER'S SPECIFICATIONS. OPTIONAL TO USE P -NAILS WI4ERE SHOUJ`I. 1. SPACING 514 LN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOUED. 8. ALL NAILING NOT SPECIFICALLY CALLED OUT SHALL BE IN ACCORDANCE WITH IBC TABLE 230411 SHEARWALL FRAMING PERFORATIONS SHALL 5E LIMITED TO 3/4' DIAMETER CENTERED AT FACE OF STUD OR PLATE AND NOT CLOSER THAN 4' 0C. PRIOR TO ANY LARGER 140LES OR NOTCHNG OF SHEARWALL FRAMING MEMBERS CONTACT ENGINEER FOR APPROVAL. 10. FOR CALLOUTS UJHERE SHEATHING 15 REQUIRED ON ONLY CNE FACE OF WALL, SHEATHING MAY BE PLACED ON EITHER FACE. 11. COATED OR GALVANIZED NAILS SHALL BE 140T DIPPED, NOT ELECTRO- PLATED. 12. WHERE UJOOD PANELS ARE APPLIED OVER GYPSUM, REPLACE .131' PANEL NAILING W/ J48' PANEL NAILING. NO REPLACEMENT POSSIBLE FOR .148' NAILS 13. USE 6d WALLBOARD OR COOLER NAILS WITH 5/8' GU (5d WITH in' GWB). USE 11 ga. X 1 -3/4' (1/16' HEAD) DIAMOND PT. GALV. NAIL W/ 5/8' GSB. SPECIFIC NOTES AS CALLED OUT IN TABLE ABOVE: 1 3x STUDS ARE REQUIRED AT ALL ABUTTING PANEL EDGES. 2. 3x SILL PLATES REQUIRED UJHERE ATTACHED TO CONCRETE WITH ANCHOR BOLTS. 3. SHEATHING JOINTS ARE TO BE STAGGERED ON OPPOSITE FACE OF WALL. Dim cos 0 • THOROUGH ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 SIGNED BY AWN BY: ECKED BY: APPROVED BY: JB L=.1 ' qo • • rzi W q • • • • CAUSE & ORIGIN R /11 /9n1 9. 49 PAA -6 0 v. \ .Inrm\ 7n1 7\ 1 7nRd\ PI AMlc nR nRewihl(_c IM IF\ 1 7nRd c-4 n nwt File Name: \ \ H 2 -(N) 4x6 (PT) .P2 POSTS EMBEDDED INTO (N) 24' DIAx2' -6' DEEP SONATU8ES W/ 6' DIMENSION ORIENTATED NORTH TO SOUTH SEE DTL 3/S3.0 13' -91/4' TYP • SW CORNERS 54,0 SAW -CUT 4 REMOVE (E) 50G AS RQD FOR SONATU8ES - F CUT PORTION of SOG REPLACED THEN USE *3x4' EMBED SIMPSON SET -XP EPDXY REBAR DOWELS • 24' OC. TO JOIN (N) /NE) 50G - MIN (1) PER CUT SIDE •••■ i' -. \ \ 2 -(N) 4x6 (PT) 1-1P2 POST EMBEDDED INTO (N) 24' DIAx2' -6' DEEP SONATUBES UI/ 6' DIMENSION ORIENTATED PARALLEL TO ANGLED E1 - SEE DTL 3/93.0 (N) SIMPSON ST6236 •' i t(E)6' SOG 9' -9 1/4' i i i 11111, /iiiiiiii,e 141 HI HI HI HI HI I3' -9 V4' e (N) NAILER FOR 04) FWD SHTG OVER (E) 2x4 WALL TO MATCH /U1n 56 PARTIAL FOUNDATION PLAN SCALE: 1/4' = TOP IE SPLICE PER DTL I/54.0 (N) 2x4 WALL AS SWAN (M222M ) (N) 4x8 I4DR A —El-- 141 INDICATES I4OLDOWN PER DETAIL 6/54.0 (E) HDRs - NO DAMAGE UNO 0 • 2 9 (E) 2 -2x86 (FF) NO DAMAGE LJ PARTIAL FLOOR /CEILING JOIST FRAMING PLAN SCALE: 1/4' = 1' -0' (N) 4x6 (PT) POSTS U.1/ SIMPSON ECCQ44 -5D525 POST CAPS • CORNER (N) 4x12 (PT) 1-1P'2 BM8 - TYP UNO / 2' -0' MAX 2 -(N) 2x8 (PT) l.F'2 RIM • ENDS aF DECK U1/ SIMPSON HUC28 -2 (MAX) • (E) EXT WALLS - TYP (2) PLCS TYP • SUJ SRS 4 • (N) 4x6 (PT) POST W/ SIMPSON CCQ44 -5D525 POST CAPS (N) 4x4 (PT) RAILS POSTS SPCD fi 3' -0' MAX ALGINED W/ DECK 4 FLOOR J015T5 (N) 1/2' FWD SHTG WHERE DAMAGED BACK TO NEXT (E) STUD - MIN OF 4' -0' FOR (N)1/2' MD W/ 0.131x2 -I/2 P -NAILS • 6' 0.C. M. EDGES 4 12' OTC. FIELD • (E) 2x4 EXT WALL ,► 6' -0' O.C. MAX - TYP (11) PLCS TOTAL (N) 2x6 (PT) -OR- CEDAR DECK BOARDS OVER (N) 2x8 (PT) 1-P2 JOISTS • 12' OL. UP SIMPSON LU528 (ZMAX) HANGERS EA END - TYP UNO (N) SIMPSON ECCQ44 -5D525 (MAX) POST CAP • EA END OF ANGLED BM- ANGLE CUT BM FOR FLUSH FRAMING OF (N) 4x12 BM W/ SIMPSON 14UC412 (MAX) - SEE DTL 5/54.0 C SIM WI (N) RAIL POSTS TO BE ALIGNED UP (N) DECK JOISTS FOR (N) DTT2Z DECK TIES PER DTL V53.0 - EQ SPACE POSTS 4 OFFSET • CORNERS FOR INSTALLATION TO AVOID CONGESTION 4 KEEP SYMMETRICAL (N) 2x8 I-F'2 (PT) BLKG FOR (N) RAIL POST 4 SIMPSON DTT2Z DECK TIES - SEE DTL 1/53.0 FOR FERP CND TYP • (4) PLCs AS 51-10U14 TREAT CUT ENDS/SIDES OF (PT) FRAMING (N) 4x6 (PT) 1-1P2 POSTS EMBEDED PER PLAN - DO NOT PLACE CUT END IN GONG 4 TREAT CUT END BELOW BEAM n U GRADE (N) SIMPSON ST6236 STRAPS • TOP IE BREAKS FOR HDR R 1/94,0 lb ir 141 HI HI 2 53.0 TYP (2) PLCs (E) 2 -2x10s TO REMAIN HI 141 HI (E) 2x10 CANT DECK JOISTS TO BE SAW -CUT/ REMOVED BACK TO OUTSIDE FACE OF EXT WALL (N) 4x10 1-1P2 (N) 3/4' FWD SHTG Ul/ 0.131x2 -1/2 P -NAILS • 6' O.C. Fit EDGES 4 12' O.C. FIELD - (BLKG NOT RQD) - SEE DTL 2/540 (E) 2x10 FLR JOISTS • 16' OL. - NO DAMAGE TYP UNO (N) 2x8 (PT) I-"2 LEDGER 111/ (2) ROWS OF 3/8'*' LAG BOLTS • 16' O:C. T4B STAGGERED - TYP UNO AID L J CIA 12' LAP '3 °TIES • 6' OC �— (N) 24' DIA SONATUBE FTG W/ (4)'3x L VERTS EQ 5PCD NO KM 2' CLR- TYP UNO 2 -0 / IF NOT IN SONATUBE THEN 3' CLR IS RQD (N) SONATUBE DETAIL ssm NTS (N) 1/2'0 A301 TAU -BOLTS W/ HVY HEX NUTS 4 WASHERS W/ SIMPSON DTT2Z DECK TIES SEC A -A (N) /(E) SHTG PER DTL 8/54.0 — (E)2 -2x10s . reginparn 1 111 s (N) 2x8 1P2 (PT) JOISTS • 16' O.C. W/ (N) SIMPSON LUS28 (ZMAX) HANGERS EA END (E) 2x10 ALIGNED W/ (N) DECK JOIST FLR DECK TIES (N) /(E) 2x4 WALL FER PLAN (N) SIMPSON DTT2Z DECK TIES EA SIDE OF (N) /NE) EXT WALL FOR (N) DECK TO (E) FLOOR JOIST CONNECTION - SEE DTL 2/53.0 - TYP (2) PLCs (N) DECK TIE CONNECTION © (N) /(E) EXT WALL S3.0 NTS (E) MASONRY CHIMNEY - NO DAMAGE MAIN FLOOR FRAMING PLAN SCALE: 1/4' = 1' -0' (N) SIMPSON DTT2Z DECK TIE W/ I /2'0 A301 THRU -BOLT W/ HVY HEX NUT5 4 WASHERS /Nl\ INDICATES N01-DOWN BELOW PER DETAIL 6/54.0 (N) 4x4 (PT) RAIL POST (E) 2x10 DECK JOIST (E) 2x10 DECK JOISTS • 16' OJC. COND 6 (N) RAIL POSTS 6 PARALLEL DECK JOISTS (N) 2x6 (PT) HANDRAIL W/ (4)1/4x3 WOOD SCREWS (GALY) TO (N) POSTS (N) 2x4 (PT) RAIL T46 W/ SIMPSON F824 (ZMAX) TO (N) POSTS (N) 2x2 (PT) PICKETS W/ (2) 1/4x3 IUOOD SCREWS EA (N) 2x4 RAIL T48 W/ MAX 4' CLEARANCE BTUN PICKETS (N) 4x4 (PT) HANDRAIL POSTS W/ (N) 1/2'0 A301 THRU -BOLTS W/ 1-IVY HEX NUTS 4 WASHERS W/ SIMPSON OTT2Z DECK TIES ALIGNED W/ (N) 2x8 JOISTS (N) 4x6 (FT) 1-P2 POSTS FER PLAN W/ SIMPSON HANGERS PER PLAN 11:1 1 II ., 111_114:10im illi MI r I" _� — r, (N) /NE) 2x4 WALL PER PLANS (N) /(E) WOOD -LAP SIDING (N) 2x6 (PT) DECK BOARDS OR CEDAR BOARDS TO (N) 2x86 W/ (2) 0.131x2 -I/2 P -NAILS (GALV) EA (N) 2x8 4 6' O.C. TO CM 2x86 (GALVJ BEHIND (N) BLDG (14) 26 GA MTL FLASHING 4' MAX PAPER 4 OVER DECK BOARDS i 1 i 1 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 27 2012 City of Tukwila BUILDING DIVISION RECEIVED JUN 12 2012 PERMIT CENTER 1 -1/2' STEP DOWN TO (N) DECK 110-2,0 M) 2x8 1-1P'2 (PT) JOISTS • 16' O.C. W/ (N) SIMPSON LU528 (ZMAX) HANGERS EA END (N) 2x8 (PT) HP2 LEDGER W/ 1/2'0x6' LAG BOLTS SPCD 16' O.C. T48 STAGGERED (8' OTC.) (N) 26 GA MTL COWER FLASHING (GALV) BEHIND BLDG PAPER 4 DRIP EDGE OVER (n) SIDING ►z. (E) 2x10 FLOOR JOISTS • 16' O.C. - NO DAMAGE (E) 2x10 RIM - NO DAMAGE (N) /(E) 2x4 WALL PER PLANS PLACE (N) BLDG PAPER BTWN (N) 2x10 RIM 4 (E) SLKG 4 LAP ABOVE DECK 4 FLASHING 1 TYPICAL DECK SECTION � aftr)...0 3P NTS w -J I- I= 0 LL • THOROUGH ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 DESIGNED BY: JB DRAWN BY CC CHECKED BY: TO APPROVED BY JB L.Z 1 ' E`~ qo czi N 1 • LLI • • • • • CAUSE & ORIGIN a) 0 0 0 0 c0 O N w z 0 z cc 0 0 z J a to O N N 0 N CO 0 X v z L NOT USED SEE MD FOR BAL OF INFO SEE 8/S4.0 FOR BAL OF INFO (N) SW PANEL EDGE BaNDAR7 IN FRAM NAIL (FIELD) MEP DER NAILING \\ 9 �� 7A USE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTING w� a `�;ye 4� j o x 0 RIM JOIST/ELKG PER PLANS (N) HD FER PLAN 1 TABLE W/, SIMPSON SET-XP EPDXY AB GTR IN WALL (N) y4� N o FNL EDGE NAILS PER SW TABLE _ I (N) 2x4 (PT) MUD SILL W/ (N) I/2'$ SIMP•�ON TITEN HD CONC SCREWS W/ 3'x3'xl/4' WASHERS PER SW TABLE TITLE: SMITH FIRE 10,397 BEACON AVE S TUKWILA, WA 98178 EPDXY AB W/ EMBEDMENT PER HD TABLE (10' MIN) i i � i J. . (E) b' STEM WALL N 1 N o Qt e' ' CONC (E) FOUNDATION 1 -3/4' MIN EDGE DISC (N) OLUOUJNS OVER (N) 2x4 EXT WALL 4 SW PER PLAN \ (N) EDGE NAILING /U �r jl� (N) 2x4 BOT E W/ E -TO -E NAILING FER SW TABLE TO (E) BLKG (N) 3/4' FWD SHtG W/ 0.131x2 -I/2 FNL PER SW TABLE (N)2xl0 RIM TO(E) /M)2xl0BLKCs W/ 0J48x3 P -NAILS • 12' O.C. re - WHERE 04) 2xI0 BLKG ROD FACE NAIL TO ENDS OF (E) 2x10 JOISTS W/ (4) 0.148x3 P -NAILS .� P -NAILS • 6' OC. PNL EDGES 4 12' O.C. FIELD (E) 3/4' PWD SHTG (N) 0.131x2 -1/2 P -NAILS • 6' OC. TO (E)1x10s (N) SIMPSON A356 PER SW TABLE FOR BLKG TO TOP Es 4 11 NOT USED ALTERNATIVE TO ORDER SPECIAL KEWED POT CAP - _- yy f�� `W UNSUPPORTED PANEL EDGE 3'x24GA STRAP (4' MIN) . (N) 4x12 HFn (PT) (N) SIMPSON HUC410 -0' (N) EDGES SW TABLE �� (E) 2x10 CANT DECK JOISTS (E) 2 maas'!�( FWD /OSB SHEATHING PER PLANS a NOTES 16GA STAPLES 9 3' o/c EA SIDE OF PANEL JT - CROWN TO BE FEW TO PWD /OSB GRAM DIRECTION -2x10s SAW -CUT BACK TO EXT WALL PNL PER (N) 2x4 (N) E -TO -E NAILING PER SW TABLE EXT WAIL 4 SW PER PLAN FOR: HALO CONSTRUCTION 2915 HEWITT AVE EVERTT, WA 98201 BM PER PLAN II (MAX) W/ SOS SCREWS IN LIEU OF NAILS TO END OF CUT ANGLE SCREWS �_ BM - TO AVOID EDGE SPLITTING (N) PNL EDGE NAILS PER SW TABLE �� t (N) 2x4 (PT) MUD SILL W/ (N) I/2'a SIMPSON TITEN HD CONC SCREWS W/ 3'x3'xI /4' E WASHERS PER SW TABLE L PROVIDE APA APPROVED GLUE. NAIL ALL PWD /OSB TO FRAMING MEMBERS PER THE ORAL NOTES 4 AND FRAMING NOTES. 2. WHERE BLOCKING IS REQUIRED 9 ALL UNSUPPORTED PANEL EDGES, AS NOTED ON TI-E PLANS, PROVIDE EITHER 2x FLAT -WISE BLKG OR BLKG PER THE JOIST/TRUSS MFR OVER BLKG USE A 3'x24GA STRAP w/I6GA STAPLES 9 3' o/c THRU STRAP INTO SHEATHING - NOT TO BE I SLOPE -CUT BM FOR FLUSH (N) 4x6 12 (PT) POST W/ FRIG OF lN) 4x12 BM SIMP(2) ECCQ4d -9062.5 POST CAP - TYP (2) PL.Cs (N) 4x12 (PT) ANGLED (E) 4' EMBED 1 -3/4' EDGE DIST (N) EXT 1-1P2 BM PER PLAN (N) DECK 81sI CONDITION CONFUSED OR TO REPLACE DRAG STRUT STRAPS NOTED ON THE PLANS. 6' CONC STEM WALL WALLS e FLOOR/FOUNDATION 3. STAGGER SHEATHING NAILS • PANEL EDGE OFFSETS. 4. REINSTALL FWD /O513 USING I0d NAILS PLACED BETWEEN THE (E) NAIL HOLES USED FOR ORIGINAL CONSTRUCTION. PWD /OSE3 S1-1EATI -ZINC LAYOUT (TYfi=) NOT USED USE 0J48'DIA x 3' P -NAILS SW PANEL EDGE NAILS MN - !`� / 4' -0' MIN " 1 -1/2 MIN • EA SIDE TO MATCH PANEL EDGE PER TABLE ON 51.1 NAILS PER SW TABLE ON 511 1r_1J _ = 11��■ �� NAIL DEL TOP PLATES w/0.148'dla 9 I6' o/c STAGGED (10) /---- 2-(N)/(E) STUDS 9 ES OF SWs 0.148'dla x 3 P -NAILS 9 EA SPLICE, UNO \ H - NEANNG ON OPP FACE 0.148'dla x 3' P -NAILS WHERE OCCURS PER PLAN(S) TO MATCH SW PANEL EDGE NAILS PER CABLE ON Sl.1 NOM NOTE: PLATE SPICE IrYP) DO NOT ATTACH FERP. WALL SW EDGE NAILING FOR BOTH STUDS 4 TO SW UNTIL SW HAS BEEN 0.148'diax3' P -NAILS BTILN FERP SHEATHED STUDS TO MATCH TIGHTEST SW EDGE NAILING SPEC'D IN THE 51.1 TABLE (N)/(E) SW CORNER 4 'T' DETAILS (TYP) (E) 2x4 EXT WALL (N)PNL EDGE NAILS PER SW (E) [N ,_. FWD FLOOR SHTG TABLE TO BOT OF (E) BLK.G NILM WHERE PLATE DISCONTINUITIES OCCUR • BEAMS OR MECH/ELEC PENETRATIONS USE (I) SIMPSON ST6236 UNO. STRAP MAY BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF PLATES 51MPSON ST6236 STRAP • BREAKS IN TOP PLATE - iYP ALL EX WALLS a NT Sins AS NOTED PER THE PLANS CONTRACTOR'S OPTION TO PLACE STRAP ON COP OF PLATES a HEADER EQ EQ��� JUN 12 2012 (E) 1/2' FWD SHTG (N) SIMPSON A35s FER SW TABLE FOR RIM TO TOP Es (E) 2x4 WALL FRMG NOT USED (E) 2x10 FLOOR JOISTS 916' OC. - NO DAMAGE (N) I/2' FWD SWIG (N) EDGES SW TABLE :MI ►ill Fit PER (N) 2x4 EXT WALL 04) E -TO-E NAILING PER SW TABLE GABLE e SW PER PLAN (N) DESIGNED BY: JB DRAWN BY: CC CHECKED BY TO APPROVED BY: JB W q o FNL. EDGE NAILS PER SW TABLE , (N) 2x4 (PT) MUD SILL W/ (N) 1/2'4, SIMPSON TITEN Hp GONG SCREWS W/ 3'x3'xi/4' E WASHERS FER SW TABLE (E) I/2' FWD SHTG C °t , 916' /.. ALTERNATE TOP PLATE 7\ SPLICE DETAIL (E) 2x8 FLOOR/CEILING JOISTS OC. - NO DAMAGE (E) 6' C01C STEM WALL j • HEADER HEADER (N) I/1' PWD SHTG W/ (N) 0.131x2 -1/2 P -NAILS 1 6' OC. TO (N) /(E) 2x4 TOP Es (N) NAILS (E) 2 -1x4 TOP E W/ E -TO -E NAILING FER SW TABLE 4' EMBED 1 -3/4' EDGE DISC (N)/(E) EXT WALLS a6 FLOOR/FOUNDATION ION HEADER E1 O "1 �n 1 O J PNL EDGE PER SW TABLE TO (E) 2x4 TOP Es TOP PLATE SPLICE DETAILS (TYP) (N) 2x4 STUDS PER PLAN W/ SIMPSON A349 • TOP TO(Wy� (E) TOP Es (N) EXT WALL FLOOR /CE IL INCA JOISTS i