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HomeMy WebLinkAboutPermit D12-011 - HUGHES RESIDENCE - FIRE DAMAGE REPAIRHUGHES RESIDENCE 16046 46 AV S D12 -011 City oili'ukwila • 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 Parcel No.: 1922500040 Address: 16046 46 AV S TUKW Suite No: Project Name: HUGHES RESIDENCE DEVELOPMENT PERMIT Permit Number: D12 -011 Issue Date: 02/06/2012 Permit Expires On: 08/04/2012 Owner: Name: HUGHES PRISILA Address: 113 SAGE LN , FAIRHOPE AL 36532 Contact Person: Name: JESSE BINFORD Address: 3605 C ST NE , AUBURN WA 98002 Contractor: Name: STERLING GROUP, THE Address: 2107 128 ST E , TACOMA WA 98445 Contractor License No: STERLGI983NW Lender: Name: Address: Phone: 253 - 833 -5557 Phone: 253 - 537 -3177 Expiration Date: 08/18/2012 DESCRIPTION OF WORK: FIRE DAMAGE REPAIR - REMOVE & REPLACE ENTIRE ROOF, REPAIR ISOLATED DAMAGE TO FLOOR & EXTERIOR WALLS, REPAIR DAMAGED SIDING & ALL NEW INTERIOR FINISHES & FIXTUIRES. INTERIOR REMODEL - REMOVE INTERIOR WALLS AT NOOK, KITCHEN AND LIVING ROOM. Value of Construction: $100,000.00 Fees Collected: $2,433.96 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -011 Printed: 02 -06 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 4 r t 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 CONDFFIONS * ** 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -011 Printed: 02 -06 -2012 7: All wood to remain in placed concrete shee treated wood. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. doc: IBC -7/10 D12 -011 Printed: 02 -06 -2012 CITY OF TUKW Community DevelopmairDepartment Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.Tukwi laWA.gov Building Pernilio. "b1)-y---0 1 1 Project No. Date Application Accepted: 1- I' - ' 2, Date Application Expires: , "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: I6(0 46114 (\VG. S Tenant Name: King Co Assessor's Tax No.: 19 2, 'LS -004 Suite Number: PROPERTY OWNER Name: Name:' 9.ISI (,A F-(U G4 cs Ei AS 8 6-11..1C.- Z Address: i( f(0 o 04C D1+ AVM S Contr Reg No.:lJ� T� Exp Dater_ 18 ^ a. lZi..c- 19 133 1.1l,..) City: ULW ILP. State: 4. Zip:98) B8 CONTACT PERSON — person receiving all project communication Name: AM C-. Ei AS 8 6-11..1C.- Z Address: Contr Reg No.:lJ� T� Exp Dater_ 18 ^ a. lZi..c- 19 133 1.1l,..) Tukwila Business License No.: City: City: Rl) 43. UZ�I State: \N , Zip: 9 800i State: Zip: Phone: Email:— csiwrr4z_ a Q. -8 Cn NET Fax: Email: Zip: Phone: GENERAL CONTRACTOR INFORMATION Company Name: J 1 eg-l..t I•A G 0 iZOuP Address: 210'3 1 2 57" STIR City: itUrnA State: \C 1A Zip: Gas- Phone: 253 53-3- 313Fax: 263 53 4 31 147 - Contr Reg No.:lJ� T� Exp Dater_ 18 ^ a. lZi..c- 19 133 1.1l,..) Tukwila Business License No.: HAApplications \Forms-Applications On Line \201 1 Applications\permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh New Tenant: Floor: -- ❑ Yes ❑..No ARCHITECT OF RECORD Name: 1C0 Company Name: C 1 Company Name: Engineer Name: s_ 1 2 Address:. Architect Name: City: Rl) 43. UZ�I State: \N , Zip: 9 800i Address: 309 Email:— csiwrr4z_ a Q. -8 Cn NET City: State: Zip: Phone: Fax: Er .11: ENGINEER OF RECORD Name: 1C0 Company Name: C 1 Engineer Name: s_ 1 2 Address:. Address: 005 37 w c City: Rl) 43. UZ�I State: \N , Zip: 9 800i Phone: X53 (633 SSS- Fax: zs. B33 309 Email:— csiwrr4z_ a Q. -8 Cn NET LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1C0 I MSU 1Z.A1 -1G� Address:. an i3 City: 0 eAQT . JLe State: A Zip: 9 6 `) I Page 1 of 4 BUILDING PERMIT INFORMATION 06- 431 -3670 Valuation of Project (contractor's bid price): $ 100,c • Existing Building Valuation: $ 9'4 , 000 Describe the scope of work (please provide detailed information): « "1Amp. cr .1- rr oLE Q.4111Z.0 R.00v, e.,PAWL. ISotAN.zG.T) 17Am1 -c To boil exTee‘oz. WAU- s.,�.EPCRC.E D AM6-0:b tt.1 Au. t`1EW INTE. 101Z- fN1SHGS Fm- rutz.0 —,s-. l TEPJOIL RExnocGL- RErnouc tyTE.t'o2 W1at. 1,400IL11 1.c.,►Eya C (,IV ►IU(r jZYY1. Will there be new rack storage? ❑ Yes o 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) 15 i/ *For an Accessory dwelling, provide the following: i,j/ f 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 ffj-- No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gp No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM i4/pt ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -11 dnca Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 114 0 U40 �"' _ VC3 R-3 2nd Floor 3rd Floor Floors thru Basement 90 0 CIO() — V 13 Accessory Structure* Attached Garage Detached Garage Attached Carport -r `1 V _„ -- ve Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 15 i/ *For an Accessory dwelling, provide the following: i,j/ f 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 ffj-- No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gp No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM i4/pt ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -11 dnca Revised: August 2011 bh Page 2 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: (j 2''-- b / v) r l phone: 25-3433- 9-3-7 Mailing Address: '5�S C S /J11- QdL UTHORIZED AGENT: Date: /-1D-1 Z City State Zip H:\Applications \Forms - Applications On Line\201 I Applications\Permit Application Revised - 5 -9 -1 I.docx Revised. August 2011 bh 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 Parcel No.: 1922500040 Address: 16046 46 AV S TUKW Suite No: Applicant: HUGHES RESIDENCE RECEIPT Permit Number: D12-011 Status: PENDING Applied Date: 01/11/2012 Issue Date: Receipt No.: R12 -00115 Initials: User ID: WER 1655 Payment Amount: $2,433.96 Payment Date: 01/11/2012 09:01 AM Balance: $0.00 Payee: BC INVESTIGATIVE ENGINEERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7253 2,433.96 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: $2,433.96 1,472.40 957.06 4.50 doc: Receiot -06 Printed: 01 -11 -2012 INSPECTION RECORD Retain a copy with permit INSPE TION ; 0. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 iL.. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project i . c., tk-e � pe of Irec AL 4 J : 1 b: Address: . II- Date Callil / /oval Special Instructions: (..\ Date Wanted to I i i p.m Requester: Phone No: . jJ Approved per applicable codes. 0-Corrections required prior to approval/f.:- COMMENTS: t-t) 40? Insp 'ctor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit • • • Project:, '' : •, •:•': ' . • Type of Inspection: Addiess: .•.1 (0a 4a,.4v 50 Date Called: Special Instructions: • Date Wanted:. Li — 10— IZ air' P`6"i. Requester: Phone No: Approved per-applicable codes. ' fCorrections required prior to approval. % COMMENTS: • NSPECTION. FEE REbUIRED. Prior o next inspection. fee must be id at 6300 Souithcenter Blvd.. Suite 1 0. 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 p. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project. 64es Res. Typ f Ins ec ion: ' f Ag4.A6I- tea( Date Called: Addres 1 CD 046 Special Instructions: • • . ` Date Wanted:. 3 -1 -'> a.m. ,per Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: _.2 Inspe .tor: Date: 3v 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 C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r (206) 431 -3670 Permit Inspettion Request Line (206) 431 -2451 () Proj c me 1 4,s t Type of In () r_.-O M ct Add/ress: �% Date Called: ,‘r, , Special instructions: tl vOl ` Date Wanted�j - _ / 2- 2 - e.c)r .1 c \ ! Pry l A-46` 46 m. .m. Requester S ek T boes •Vf Phi( No: / 1 { Approved per applicable codes. Corrections required prior to approval. 4 'COMMENTS: () r_.-O M Rre_. a‘ad (e P , • `7'd &_ oer t JQ..� -`Two P061 S. F �tC M t,J.Tw&b f nn) '- Tli v fT ►- NJ t' more_ tk--\ 1 o it 7..J e.c)r .1 c \ ! Pry l A-46` 46 . ir. (Lb u LL-O 1-.". S ek T boes •Vf ( bp _A 0 -e I-KM fit Dt 1 A-p 5), OA T fjn oder Thr''ratAA,er- SriA( book • 0 CJ t` (‘—if - -- a a -)K-_o NQ_t� G-OU E f rspector iq 6,k4t.k. A Date ❑, REINSPECTION FEE REQUIRD. 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 N0.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .D /2 - a / / Project: Type of Inspection: 1 /f F,2 A/7'1J►1/,6 — Address: /604/6 4/G G si` S Date Called: /r Special Instructions: L .2/%85 D6'7»6-o/ Date Wanted:. -ma y-- /2 a.m.. Requester: gOe;W, 71 Phone No: 6d- s; / --_c 4/y Approved per applicable codes. Corrections required prior to approval. S COMMENTS: , i�,,O /�1c `)i 1 /f F,2 A/7'1J►1/,6 — s ? /.:J �v /f')(17j - .4 ii/ /r spect '"37 / 7 Date: EINSPECTION FEE RE UIRED. rior to next inspection, fee must be paid at 6300 Southcent Blvd.; uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Via, -d l( 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 , }4 JGIS'geA Typ f Insp ction: ' ) r 5(e. •'I&- Address: /COO 4f "/(.0 Avf Date Calle l i i-G! S�4°49 10.----/Th Special Instructions: Date Wanted: ' a.m. C� Requester: Phone No: a - J I ( -J 141 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f Inspec�for: Iz— REINSPECTION FEE REQUIRED.I' r to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - _ . . Mc INVESTIGATIVE PROJECT NO SHEET if v k) DESIGNER DATF ENGINEERS, L LC CHECKED BY DATE 3605 C ST NE. AUBURN. WA. 98002 RESPONSIVE ACCURATE THOROUGH 253.833.5557(D)/253.833.7309(F) CAUSE 8 ORIGIN DUE DILIGENCE RESTORATION DESIGN EXPERT WITNESS ACCIDENT INVESTIGATION SE ISM/ HAZARD ASSESSMENT STRUCTURAL CONSULTATION CLIENT: PROJECT: STRUCTURAL CALCULATIONS STERLING GROUP 2915 HEWITT AVENUE EVERETT, WA 98201 FELE COPY Pte* it No. HUGHES RESIDENCE FIRE DAMAGE RESTORATION /6046 46TH AVE SOUTH TUIfWILA, WASHINGTON STRUCTURAL BC INVESTIGATIVE ENGINEERS ENGINEER: 3605 C STREET NE AUBURN, WA. 98002 253.833.5557(0) /253.833.7903 (F) PROJECT NUMBER: 12001 LOCATION /JURISDICTION: CITY OF TUKWILLA CODE: 2009 IBC /IRC LOADS: 1. LATERAL LOADS: WIND: 85 MPH EQUIV @ 3-SECOND GUST B PER CODE @ ORIGINAL CONSTR II. VERTICAL LOADS: SNOW, GROUND 30 PSF FRAMING CALCULATIONS USE OLDER VERSION OF ENERCALC WITH UPDATES FOR CHANGES TO 2003 NDS. CTHER CHANGES TO CURRENT NDS WAS CHECKED AND VERIFIED WITH ENERCALC TO BE ACCURATE FOR THE FRAMING CALCULATIONS USED. FIRE DAMAGE REQUIRES NEW ROOF, INCLUDING TRUSSES, ALLOWING REMOVAL OF SOME INTERIOR BEARING WALLS THAT SUPPORTED ORIGINAL STICK - FRAMED ROOF. MINOR ISOLATED DAMAGE TO ONLY TWO EXTERIOR SHEAR WALLS AT MAIN FLOOR SO NO IMPROVEMENTS TO EXISTING SHEAR WALLS OR ADDITIONAL SHEAR WALLS REQUIRED. WIND LOADS USED ARE PER CURRENT CODE AND ARE SIMILAR TO WIND LOADS USED FOR CODE AT TIME OF ORIGINAL CONSTRUCTION, AS ALLOWED PER CODE. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 City of Tukwila BUILDING DIVISI 15412'011 I-1- IL RECEIVED JAN 112012 PERMIT CENTER B�N V E S T O GAt IVrauon ENGINEERS LLC s RESPONSIVE • ACCURATE • THOROUGH PROJECT No.._ SHEET OF DESIGNER DATE CHECKED BY DATE 3605 C ST NE. AUBURN. WA. 98002 253.833.5557(0)/253.833.7300(8) CAUSE 8 ORIGIN DUE DILIGENCE RESTORATION DESIGN EXPERT WITNESS ACCIDENT INVESTIGATION SEISMI HAZARD ASSESSMENT STRUCTURAL CONSULTATION LOAD COMPI/TA TONS ROOF LOADS DEAD Roofing — Comp 4 psf Sheathing --' 7/16" OSB 1.5 psf Framing — PE Trusses 3.0 psf Ceiling — 1/2" GCB 2 psf Mech /Elect 0.25 psf Misc/Insul'n 0.25 psf Tot,/ 11.0 psf SNOW No Reduction for Slope 25 psf See Snow Design For AdeInformafion TOTAL ROOF LOADS Dead + Snow 36 psf FLOOR LOADS DEAD Flooring— Varies 3 psf Sheathing — 1x8 Ship -Lap 2.5 psf Framing — 2x10 @ 16 2.5 psf Ceiling — 1/2" GCB 2 psf Mech /Elect 0.25 psf Misc/Insul'n 0.25 psf Tot,/ 10.5 psf LIVE No Reduction Dead * Live 40 psf TOTAL FLOOR LOADS 50 psf WALLS DEAD Facade — Lap Siding 3.5 psf Sheathing — 1/2" PWD 1.5 psi- Framing — 2x4 C> 16 1.0 psf Finishes — 1/2" GWB 2 psf Mech /Elect 0.25 psf Misc /Insul'n 0.25 psf Tofa/ 8.5 psf A2B Structural Engineering Calculations 1/5/2012 L3 'MCINVESTIGATIVE ENGINEERS, LLC RESPONSIVE ACCURATE THOROUGH PROJECT NO SHEET_OF_ DESIGNER DATE CHECKED BY DATE 3605 C ST 60. Amu.. Wa. 98002 253.833.5557(0)1253.833.7309(') Gust a anew DJEOa,cE,a Rrrror.rqu Davy Exnrl a,r,en AfraINl JMflflWO SEE.r N,ra01 ASSfSPEET S,MCIYUI COwaTImd 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) Pr = 0.7CeCt I Pg = Where Pr, min = Pr, governing THE ROOF SNOW LOADS (Sec. 7.4, pg 81) Ps =CsP9 = Where Cs = 18.90 psf 20.00 psf, (Sec. 7.3.4, pg 81) 20.00 psf 15.86 psf, (Eq.7-2) Pg = 30 (ASCE page 81) Ce = 0.9 (Tab. 7 -2, pg 92) Ct = 1 (Tab. 7 -3, pg 93) I = 1 (Tab. 7 -4, pg 93) ardor = 18.4443 ° hr = 0 ft, see fig. below LD = 44 ft, see fig. below LD = 14 ft 0 Unobstructed hf= 4 ft 0.793 , Derived from Fig 7 -2, page 86, as following table Ct 0.85 or 1.0 1.1 1.2 Unobstructed Cs,1 C5,3 C5,5 Obstructed C5,2 C5,4 C5,6 c51= MIN [(70- a)/65,1.0] C5,2 = MIN [ (70 - a) / 40, 1.0] C5,5= MIN [(70- a)/55,1.0] cs6= MIN [(70- a)/26,1.0] SNOW LOADS AT OVERHANG. VALLEY. AND PARAPET CORNER Pf, overhang = 2 Ps = 31.73 Pf, valley = Cy Pf = , Fig. 7 -2a dash line , Fig. 7 -2a solid line , Fig. 7 -2c dash line , Fig. 7 -2c solid line psf, (Sec.7.4.5, pg 82) 44.44 psf, (Sec.7.6.3, pg 82) Where Cv = 2 / Ce = 2.22 , (Fig. 7 -6, pg 88) Design Summaiv Pf, o f = 20.00 psf Pf, overhang = 31.73 psf Pf, valley = 44.44 psf Pf, parapet = 0.00 psf Pf, drift • 31.05 psf Wd = 6.94 ft Drift Load Needs to be Considered C53 = MIN [ (70 - a / 60, 1.0] , Fig. 7 -2b dash line C5,4 = MIN [ (70 - a) / 32.5, 1.0] , Fig. 7 -2b solid line 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) hb = Ps / y = 0.89 ft, (Sec. 7.1) he = hr - hb = 3.11 ft, (Fig. 7.8) he / hb = 3.51 > 0.2, (Sec.7.7.1) Drift Load Needs to be Considered hd = 0.75 [0.43(L.)1i3(Pg+ 10)1/4 - 1.5] For Downward Roof Goveming Drift Height = 1.73 ft, (Sec.7.8 & Fig.7 -9) = 0.62 = 1.73 4hd = 6.94 ft, for hd <hc Wd = '. 4hd2 / he = 3.87 ft, for hd>hc (Sec.7.7.1, pg 83) Wd,max = 8 he = 24.91 ft WO, 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) Il CINVESTIGATIVE ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH Jr = 253.833.5557 (0) 253.833.7309 (F) 888.335.5557 (T) 3605 C STREET N.E. AUBURN, WA. 98002 Project No. Sheet Designer Date Checked By Date Revisions Date (P)4-- Pw • 151 ('As) taco ( 4Lt) - t (x p — 1/,5"-/95f CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTATION FOR: TITLE: BCIEJOB NO. () Ai(40ec2 4w q 2° k, 5W ?4, 2 03. 6 ns Ott2- 29 S 2 944 361, 1 4 (JO '•( Z ILL 40 5Ld £,c, (10 M,S (t) LUiw P r,o),L Ltf ■LS< ') s lLt2 5 - *Pe (fit Loki/ TtiS (/ LA- r r 6i, Z sq r /7 1 )->-C=� c�z BSr4t. i LLi' :01 sw ol1' g2, H N --AA9 ✓s 0 �� `� u G 21,6 50.5 b ri-<�--_�_ ___ ,,_ � i Sb 4 er402r Z 0 0 cA. Z4 °4/6) (33.9- (13 ) f i1-z,C) < 213 b// 0) NE/1- tpl-r-= 4 3.3 tl ' L d TvN1 0 (AtbkiTT w II Ei: "6 p• 5 (‘)Sui sct' N 0A- 40-6C (KO i4Ezr 411-t-16. 1201h0/ z1 (5Z0 SC, c z ))'32S0,( wAtia a E- 1-1,t0S%5 p Ib(MZ) ' 13,P1F- 2- 12;i 3r3 S � (4V (=)t) .(4 " C S s 1� D; Lb( tV74- 2_)'qt, p 5,, 25 0-{.517,4E j 23i. 3e d t ) ' l z° 13 5 4 t #tL t€ 6(t) ?f TsWS5.5 IpourT 196 CM A 4 L DR v (9 213?) kc (• FiAac)4L f(Lt4� p : tz (v.42 -) = t h 41 ii 46E t7 11p° L 1z S `x/ePC,c 2C,o 3-t-F2 Pan A At A ® V-8 P(= l Title : Dsgnr: Description : Job # Date: 12:56PM, 9 JAN 12 Scope : Xet € @= vXet€ @ =vX« t€@ Rev: 580005 User KW -0606392, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 framing calcs.ecw:Calculations Description Marks 1 to 5 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 Mark 4 Mark 5 4x8 2x8 4x10 2x10 4x8 3.500 1.500 3.500 1.500 3.500 7.250 7.250 9.250 9.250 7.250 0.00 0.00 0.00 0.00 0.00 Douglas Fir - Hem Fir, No.1 Hem Fir, No.2 Hem Fir, No.1 Douglas Fir - Larch, No.1 Larch, No.1 1,000.0 975.0 850.0 975.0 1,000.0 180.0 150.0 150.0 150.0 180.0 1,700.0 1,500.0 1,300.0 1,500.0 1,700.0 1.150 1.150 1.150 1.000 1.000 Sawn Sawn Sawn Sawn Sawn No Repetitive No Repetitive No Center Span Data Span ft 6.00 14.50 7.00 15.00 6.00 Dead Load #/ft 156.00 13.30 92.50 16.00 156.00 Live Load #/ft 325.00 33.30 231.30 53.30 520.00 Cantilever Span Span ft 2.00 2.00 Uniform Dead Load #/ft 13.30 92.50 Uniform Live Load #/ft 33.30 231.30 Results Ratio = 0.5666 0.7150 0.3878 0.8865 0.9158 Mmax @ Center in -k 25.97 14.54 22.70 23.39 36.50 @ X = ft 3.00 7.19 3.42 7.50 3.00 Mmax @ Cantilever in -k 0.00 -1.12 -7.77 0.00 0.00 fb : Actual psi 847.1 1,106.3 454.8 1,093.4 1,190.5 Fb : Allowable psi 1,495.0 1,547.3 1,173.0 1,233.4 1,300.0 Bending OK Bending OK Bending OK Bending OK Bending OK ht : Actual psi 68.2 43.8 45.5 50.8 95.9 Fv : Allowable psi 207.0 172.5 172.5 150.0 180.0 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL Ibs 468.00 94.59 297.32 120.00 468.00 LL Ibs 975.00 241.42 809.55 399.75 1,560.00 Max. DL +LL Ibs 1,443.00 336.02 1,106.87 519.75 2,028.00 @ Right End DL Ibs 468.00 124.86 535.18 120.00 468.00 LL Ibs 975.00 312.62 1,338.24 399.75 1,560.00 Max. DL +LL Ibs 1,443.00 437.48 1,873.41 519.75 2,028.00 Deflections Ratio OK Ratio > 240 ! Deflection OK Ratio > 360 ! Deflection OK Center DL Defl UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio in in in ft -0.024 2,990.8 -0.050 1,435.6 -0.074 3.000 970.0 - 0.177 984.8 - 0.464 375.4 -0.640 7.250 271.8 Cantilever DL Defl in 0.075 Cantilever LL Defl in 0.188 Total Cant. Defl in 0.263 UDefl Ratio 182.6 (tote, 1* t lIP e. /l , Grp.l 7 0 WAS 614 RN -0.013 6,265.6 -0.042 2,017.4 -0.055 3.472 1,526.4 0.009 0.023 0.032 1,493.7 -0.123 1,465.7 -0.409 440.0 -0.532 7.500 n. 338.4 dCl -0.024 2,990.8 -0.080 897.2 -0.104 3.000 690.2 ( )(ij ()Ft 4 ct BA-1 INVESTIGATIVE ENGINEERS, LLC R E S P O N S I V E • A C C U R A T E • T H O R O U G H 253.833.5557 (0) 253.833.7309 (F) 888.335.5557 (T) 3605 C STREET N.E. AUBURN, WA. 98002 Project No. Sheet 1 U of Designer Date Checked By Date Revisions Date FOIAADf'il: a nl +515 10(8)4- (I 2 +`-1,O)(is%2) It tqz pile 140 atti46. Jb Gk 4J(J gal+1<<9Zf- io I,9I-f5 L (I,?.�Z [ D,zc ) P — 115D0 (�- Cn A2 bQu u. Ce Z. t5 yerwry ,/, Dpi &■f LbOP- -71 CA USE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTATION FOR TITLE: 1 BCIEJOB NO. r : • m. A. Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -011 PROJECT NAME: HUGHES RESIDENCE SITE ADDRESS: 16046 46 AV S X Original Plan Submittal Response to Correction Letter # DATE: 01 -11 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: gcling " Public Works A 0A oil 111- Fire Prevention Structural n Planning Div sion Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01 -12-12 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Jnl Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -09-12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name STERLING GROUP INC, THE UBI No. 602225530 Phone 2535373177 Status Active Address 2107 128Th St E License No. STERLGI983NW Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 8/16/2002 State WA Expiration Date 8/18/2012 Zip 98445 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status STERLPP927CN STERLING PRO PAINTERS Construction Contractor Painting/Wallcovering Unused 2/15/2008 2/15/2010 Expired Business Owner Information Name Role Effective Date Expiration Date HARTMANN, STEVEN W President 08/16/2002 Bond Amount CRUMPACKER, RANDALL J Vice President 08/16/2002 9800269 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 LEXON INS CO 9800269 08/16/2009 Until Cancelled $12,000.0008/11 /2009 4 NATIONWIDE MUTUAL INS CO 7900334135 08/14/2008 Until Cancelled 09/05/2009 $12,000.0008/15 /2008 3 COLONIAL AM CAS & SURETY CO LPM4069699 08/16/2005 Until Cancelled 08/20/2008 $12,000.0008/16 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 Nautilus Ins Co ;0CPO1535329 08/16/2011 08/16/2012 $1,000,000.00 08/15/2011 10 AMERICAN SAFETY INS CO ENV0234541002 08/16/2010 08/16/2011 $1,000,000.00 08/05/2010 9 AMERICAN SAFETY INDEMNITY CO ENV0234540901 08/16/2009 08/16/2010 $1,000,000.00 08/12/2009 8 JAMES RIVER INS CO 000264651 08/16/2008 08/16/2009 $1,000,000.0008 /15/2008 7 JAMES RIVER INS CO 0026465 08/16/2007 08/16/2008 $1,000,000.0008 /23/2007 6 WESTERN HERITAGE INS CO SCP0527807 08/16/2006 08/16/2007 $1,000,000.0008 /16/2006 5 WESTERN HERITAGE INS CO SCP0572087 08/16/2005 08/16/2006 $1,000,000.0008 /22/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 02/06/2012 File Name: X:ysJOBS1/220121/2I20011/2PLANS OR DRAWINGS IN IE1/212001 GSDWG Plotted: I/10/20121:46 PM COVER SHEET PROJECT INFO. FIRE DAMAGE AREA PROPERTY LINE 120' a .° • a a. ° 4 ••° . °•. 4. a• 4. 1 d • (N) PORCH OVERHANG 4 ° 4. ° ' (E) CO NG DRIVEWAY . W . 4. .. G .4. 39' -2' I . 4, EXISTING'\, RESIDENOE .4 ° °. 4 ° -0 • I 4' 4, 4/ 4/ 4' 4, 4' 4/ 4 4/ 4' 4' 4, 4, 4/ .t, NI, W 4, .1, 4 4' -9, .v 4, 4 .1, 4' 4/ 4/ 4/ 4, 4, 4/ 4/ 4, 4 4/ 4, 4/ 4 4 Q tt PROPERTY LINE 120 +/- SITE PLAN SCALE: 1":10'-0" •1, 4, 'i` y 4' NI, 4, i4, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 City of Tukwl BUILDING DIVISION AEVISIS r shall be 1 to the scope moric without pv cr eriproval of i� �vrila Build::- Div; icr,. inns will requi . n- , 'an submittal include additir.:, ' :gin review fees. NOTE: THIS SITE PLAN WAS GENERATED USING INFORMATION FOUND ON NE KING COUNTY GIS SYSTEM AND INFORMATION GATHERED DURING SITE VISITS. THIS SITE PLAN IS NOT TO BE CONSIDERED A SURVEY. PLANNING APPROVED Na changes can be made to these plans without approval from the Planning Divisi n of DCD � Approved Icy:, MI S Date: SEPARATE' PERMIT t !QUIRS'D FOR: terruchentie Inachical was pa CR,/ of Tukwila °i, - &iJG DIVISION FIDE COPY Permit No, 1 Plan rtvlew approval Is subject to efrof3 and omissions. AAr, :rz) al of construction documents does not atutnorizs :D :etion of any adopted code er ordinance. Receipt of Lpproved Hold Copy and conditions is acknowledged: �.e By Date: City Of'Ikwila BUILDING DIVISION STATEMENT OF USE 4 LIABILITY THESE PLANS ARE FOR THE EXCLUSIVE USE OF THE STERLING GROUP DKI BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY OTHERS. ALL INFORMATION ON THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCIE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF NE INFORMATION ON THESE PLANS. D ESCRIPTION OF DAMAGE /SCOPE 1. FIRE DAMAGE TO CARPORT, NORTH HALF OF ROOF 4 ISOLATED MAIN FLOOR 4 EXTERIOR WALLS. ALL INTERIOR FINISHES 4 FIXTURES. 2. REMOVE 4 REPLACE ENTIRE ROOF (INCLUDING ROOF FRAMING), REPAIR ISOLATED DAMAGE TO FLOOR 4 EXTERIOR WALLS, REPLACE DAMAGED SIDING 4 ALL NEW INTERIOR FINISHES 4 FIXTURES. 3. AS NEW ROOF 15 PE TRUSSES, REPLACING STICK - FRAMED ROOF, INTERIOR WALLS 6 NORTH SIDE TO BE REMOVED A5 PART OF REMODEL. SEE PLANS FOR AWL INFO. ARCHITECTURAL /STRUCTURAL REPAIRS PROVIDE (N) INTERIOR 4 EXTERIOR ARCHITECTURAL 4 STRUCTURAL CONSTRUCTION AS NOTED PER THE PLANS. ALL (N) CONSTRUCTION SHALL COMPLY WIN NE 2009 IRC AS AMENDED 4 ADOPTED BY NE LOCAL JURISDICTION. ELECTRICAL, MECHANICAL, 4 PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, 4 PLUMBING FIXTURES 4 SERVICES WITHIN THE DAMAGED AREAS AND AS OTHERWISE NOTED PER NE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE (E) ROUGH -INS. BUILDING DESIGN NOTES BUILDING DATA ADDRESS: 16046 46114 AVE 5, TUKWILA, WA 98188 PARCEL NO: 192250 -0040 LEGAL DESCRIPTION: LOT 4 DAWN VIEW ADD 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 HEAT) SHALL REMOVE AND REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER THE 2009 IRC A5 AMENDED 4 ADOPTED BY CITY OF TUKWILA AND NE STATE OF WASHINGTON. ELECTRICAL, MECHANICAL, 4 PLUMBING: THE CONTRACTOk ND4SUBCONTRACTORS PERFORMING THE ELECTRICAL, MECHANICAL, 4 PLUMING WORK 514ALL INSTALL NEW ITEMS TO MATCH THE ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF TUKWILA BY THE ELECTRICAL AND MECHANICAL CONTRACTORS. NE ELECTRICAL 4 MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECHANICAL EQUIPMENT (45 REQ')), 4 PLUMBING FIXTURES (45 REQ'D). ALL WORK SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS AMMENDED 4 ADOPTED SY`'CITY OF TUKWILA AND NE STATE OF WASHINGTON. BUILDING: OCCUPANCY: ZONING: MAIN FLOOR: FINISHED BASEMENT: TOTAL S.F.: LOT: YEAR BUILT: TYPE V -5 R -3 LDR 1,140 SqFt CARPORT: 310 SqFt 900 Sgft 2,040 SqFt .19 Acres 1960 P ROJECT TEAM SEE THIS SHEET 4 PLANS FOR ADDITIONAL CODE ANALYSIS CONTRACTOR: THE STERLING GROUP DKI CONTRACTORS LICENSE* STERLGI983NW CONTACT: ROBERT MOORE 360- 591 -5944 (C) INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS CONTACT: JESSE BINFORD, PE PRINCIPAL 253.1 .9513 ABBREVIATIONS LEGEND S HEET INDEX A15(s) ADEQ ADM 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 EW 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 FTG GA GALV GCB GLB GWB HC HD(s) HDR(s) HDWR HF HORIZ IBC I/F INSUL INT IRC JT LAM(s) 1bs MAX MFR MIN (N) NOM 0.C. 0/F 055 014 PE E 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 STR4ND BOARD OVERHANG PRE ENGINEERED PLATE PLACES PNEUMATIC NAILS PANEL PT PWD RE INF RQD 51 5C 5HT SHTG SIM 50G SPCC 5Q SqFt STRUCT 5W T4G TYP UNO VET 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 WELL LOUNGE 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 SX.X = SHEET WHERE DETAIL /SECTION 15 DRAWN 1 : DETAIL NUMBER SX.X = REFERENCE WHERE DETAIL 15 TAKEN 1 : SECTION NUMBER 5Xx : REFERENCE WHERE SECTION IS TAKEN I : ELEVATION NUMBER 5X.X : REFERENCE WHERE ELEVATION 15 TAKEN DOOR MARK PER SCHEDULE WINDOW MARK PER SCHEDULE W1 = 511.1 DESIGNATION PER SW TABLE ON 51.0 0 ON 1 : REVISION NUMBER INDICATES AREA WITH A REVISION SMOKE DETECTOR N= NEW E = EXIST CARBON MONOXIDE ALARM N: NEU1 E = EXIST EXHAUST FAN 50cfm BATH N= NEW E = EXIST HOT WATER HEATER N= NEW E : EXIST 100cfm KITCHEN EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED EXISTING 2x4 FURRED WALLS NEW 2x4/2x6 WALLS /SHEAR WALLS NEW 2x4 FURRED WALLS DEDICATED EXHAUST ROOF VENTS GENERAL CS COVER SHEET ARCHITECTURAL: 410 EXISTING BASEMENT 4 MAIN FLOOR PLANS Al.l NEW MAIN 4 BASEMENT FLOOR PLANS 4 NOTES 412 ROOF DRAINAGE 4 VENTILATION PLAN 4 WINDOW 4 DOOR SCHEDULES 413 TYPICAL EXTERIOR WALL SECTIONS 8 TOTAL SHEETS, THIS SET STRUCTURAL RECEIVED JAN 1 1 2012 PERMIT CENTER 51.0 TYPICAL STRUCTURAL NOTES 52.0 NOT USED 53.0 MAIN FLOOR 4 ROOF FRAMING PLAN, NOTES 4 DETAILS 54.0 STRUCTURAL DETAILS bizoL1 VICINITY MAP 0 t ACCURATE • THOROUGH • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 v o N o DUE DILIGENCE file Name: X:1/2JOB51/220121/2120011/2PLANS OR DRAWINGS N IE1/212001 AIDDWG Plotted: 1/10/2012 1:46 PM FIRE PAmAGE TO (E) FLOOR FRAMING AS SHOWN - TO BE REMOVED 4 REPLACED PER PLANS ISOLATED FIRE DAMAGE s (E) EXT WALLS 4 WINDOW HEADERS TO BE REMOVED 4 REPLACED PER PLANS (E) STORAGE SHED 1\/ ISOLATED FIRE DAMAGE (E) EXT WALL TO EE REPAIRED PER PLANS (E) LIVING RM (E) BDRM 1 (E) LINEN (E) NOOK o _O' REF. (E) KITCHEN 0 0 V V (E) BDRM 2 (E) HALL (E) ERICK FACADE TO BE REMOVED 4 REPLACED W/ WOOD- FRAMED NON - STRUCTURAL WALL PER PLANS (E) BATH (E) LINEN . (E) CLOSET (E) BATHR (E) BDRM 3 FIRE DAMAGE TO (E) VERT LAP SIDING 1 TOP HALF OF (E) EXT WALLS (AS NOTED — —) - TO 13E REPLACED PER PLANS ON Ali ALL (E) WINDOWS 4 DOORS DAMAGED BY FIRE TO EE REMOVED 4 REPLACED PER PLANS EXISTING MAIN FLOOR PLAN SCALE: 1/4" = 1' -0" (E) FAMILY RM (E) 2x4 PONY WALL FURN. (E) KITCHEN 0 REF. J a w (E) BDRM 4 � r (E) HALL1 NO DAMAGE W a z • (E) CL (E) BTHRM NO DAMAGE (E) CL ALL INTERIOR FINISHES 4 FIXTURES DAMAGED BY FIRE TO BE REMOVED 4 REPLACED PER PLANS ON AI.1 CLOSET -NO DAMAGF� (E) LNDRY RM NO DAMAGE / 1 /AW /, // /,// ,���� ∎ / / / / / /,����YAM AU UG ,AVA��,AP/A,PIV,A5v�GMPYAPirM.7M////,. O M/ �����.��/������.������������� ,Alr / �,A��, � /Z /. /,% EXISTING BASEMENT FLOOR PLAN SCALE: 1/4" = ALL (E) WINDOWS 4 DOORS DAMAGED BY FIRE TO BE REMOVED 4 REPLACED • FER PLANS ALL INTERIOR FINISHES 4 FIXTURES DAMAGED BY FIRE TO BE REMOVED 4 REPLACED PER PLANS INDICATES (E) 2x4 FURRED WALLS FOR INSULATION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 • City of Tukwila BUILDING DIVISION RECEIVED JAN 112012 PERMIT CENTER w J H 0 ACCURATE • THOROUGH • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 DESIGNED BY JB DRA WNBY CC CHECKED BY TO APPROVED BY JB .F14 Li - qo • 1 • • k L4 kCLI • • Plotted: 1/10/20121:46 PM File Name: X:1!zJOB51/220121/212001izPLANS OR DRAWINGS IN IE1/212001 A1.IDWG DESIGN N O TES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) ENERGY CODE/BUILDING ENVELOPE- GENERAL L RESIDENCE HEATED WITH EXISTING FORCED -AIR GAS HEATING. MIN BTU RATING OF 80,000 BTU/HR • 80% EFFICIENCY. 2. ALL WINDOWS 4 DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF 1 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 105A IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING MD PERMANENTLY POSTED WITHIN 3' -0' OF TI4E ELECTRICAL PANEL PRIOR TO FINAL INSPECTION'. (WSEC 105.4) ELECTRICAL- GENERAL 1. BUILDING SHALL SE WIRED WITH Nh18 90 NONMETALLIC SHEATHED CABLE (COMPLIES wNS STANDARDS: NM82CI4US -14/2 WIRE± WIRE± NM83CI4US- 14/3 WIRE). 2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED). N1182C12U5- 12/2 ELECTRICAL LIGHTING 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. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 5 AMPERE CIRCUIT LOADED TO 80% CAPACITY. 3. MINIMUM OF 50% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING SHALL BE 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 UST ADDITION. 5. DUCT LEAKAGE TEST RESULTS 5HALL BE PROVIDED TO THE BUILDING NSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. (W5EC 10132.6 4 503.102) 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC LEAKAGE AREA 15 LESS THAN 000030, (IUSEC 502.4.5), IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. (WSEC 105.4) 1. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION TEMPERATURE. (LUSEC 5038.1) a A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. (LUSEC 1013.2k 4 503.102) PLUMBING- GENERAL 1. ALL PLUMBING TO BE 114 ACCORDANCE WITH THE AMENDED 2006 PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX (BRASSBARB) TS, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE ABS SCHEDULE 40. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F816iF811. 5. ALL PIPES TO BE SECURED USNG APT TUBE CLAMPS. ABS TO BE BLOCKED 1 STRAPPED. 6. ALL SINIKS SHALL BE EQUIPPED WITH CLEAN -OUT. 1. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SHALL BE NSULATED AND EQUIPPED WITH HEAT TRACE TAPE. 8. MIN R -10 INSULATION UNDER WATER HEATER SHALL BE MET BY THE R -34 BATT NSULATION LOCATED IN THE FLOOR. 9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI 221.10.1 -1998. EGRESS WINDOWS IN ALL BEDROOMS - IF (N) WINDOWS INSTALLED L FINISHED SILL HEIGHT WITHIN 44' OF THE FLOOR. 2. MINIMUM NET CLEAR OPENABLE AREA OF 51 Sett. 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 BETWEEN HOMEOWNER 4 CONTRACTOR (N) INTERIOR FINISH SCHEDULE: (N) 1/2' GWB ALL INTERIOR WALLS w /bd COOLER NAILS • 1/1 MINIMUM SPACING, UNO PER THE PLANS. (N) 1/2' GCB ALL INTERIOR CEILINGS W/ 6d COOLER NAILS • 1/1 SPACING, UNO PER THE PLANS. USE 'GREEN' BOARD ON THE BATH TUB 1 SHOIUER WALLS. ALL OTHER FINISHES SUCHAS 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 BAIT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION. PROVIDE R -49 BLOWN -IN INSULATION FOR ROOF INSULATION. PROVIDE R -I5 UNFACED BATT INSULATION ON EXTERIOR BELOW GRADE WALLS. GABLE TO MATCH ORIGINAL n c SIM (E) DOORS TO REMAIN - TYP UNO (E) STORAGE NO WORK (N) WOOD -LAP SIDING 4 V- CHANNEL (OR TI -I1) TO MATCH (N) WOOD -LAP SIDING 4 V- CHANNEL (OR T1 -11) SIDING TO MATCH GENERAL FLOOR PLAN N OTES I. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ALL WORK SHALL BE IN COMPLIANCE WITH NFPA, OSHA. 2006 IBC. AND ALL OTHER APPLICABLE GOVERMENT AND REGULATORY AGENCIES. 2. VERIFY LOCATION AND PLACEMENT OF 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 THE FLOOR AND WITHIN 24' OF THE DOOR SHALL BE SAFETY GLASS, GENERAL. CONTRACTOR TO VERIFY. 5. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS. 6. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALL ARE TO FACE OF STUD. ALL DIMENSIONS SHOLIN TO FACE OF INTERIOR WALLS Al E TO FACE OF STUD (UN,OJ 1. USE 2x6 AS REQUIRED FOR PLUMBING WALLS. S. CONTRACTOR SHALL EMPLOY PRECAUTIONS NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES. 9. ALL EXTERIOR DOORS SHALL EE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WINDOWS AND AT ALL PENETRATIONS THRU BUILDING ENVELOPE SHALL BE SEALED USING SEALANTS AND CAULKING. 10. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 16 THRU 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 MI5 AT ALL 'WET' WALLS. 13. ALL DOOR RETURNS ARE 3' UNA. 14. ALL BATHROOM 4 LAUNDRY FANS SHALL BE 50 CFM, TYP. KITCHEN EXHAUST FAN SHALL BE 100 G1 15. SEE THIS SHEET FOR NOTES CONCERNING: STAIRS, BEDROOM EGRESS WINDOWS, HANDRAILS, 4 SMOKE DETECTORS. . 16. NOTE: GAS INSERT MUST BE UL - OR ICED - APPROVED 4 MUST BE INSTALLED PER MFR'S REQUIREMENTS. VERIFY FRM'G DIMENSIONS REQUIRED. 11. SLOPE ALL DECKS, PATIOS, EXT. CORRIDORS 4 STAIR LANDINGS, 1/4' PER FT. MIN, AWAY FROM WALL/BLDG. TO DRAIN. I8. ELECTRICAL WORK IS DESIGN - BUILD. THE ELECTRICAL WOK SHOWN I4EREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WOK ANY WOR(, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO 8E PROVIDED AS PART OF THE WORK la MECHANICAL WORK I5 DESIGN - BUILD. THE MECHANICAL WORK, SHOLLN HEREIN, 15 DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, MD FUNCTIONNG, I5 TO BE PROVIDED AS PART OF THE WORK 20. PLUMBING WORK IS DESIGN- BUILD. THE PLUMBING WORK, SHOWN HEREIN, 15 DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF TI4E WORK ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR 8Y THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK 21. DOORS: AU. MAIN DOORS BETWEEN GARAGE 4 LIVING AREAS SHALL BE 20 MIN. RATED TIGHT FITTING SOLID CORE W/ SELF CLOSING HINGES. 22. ATTIC ACCESS SHALL BE 22x30 MIN. 23. VERIFY QNTY 1 LOCATION OF NOSE 8185 W/ OWNER PRIOR TO BIDDING CONSTRUCTION. 24. HOT WATER HEATER SEISMIC RESTRAINT STRAPS 4' WIDE X 24 GA 5/M STRAPPING SHALL BE POINTS WITHIN TI4E UPPER ONE THIRD AND LOWER ONE THIRD OF ITS VERTICAL DIMENSIONS - PROVIDE BLOCKING IN WALL USE (3) 5/16' LAG BOLTS PER WALL FLANGE WATERTIGHT DRIP PAN W/ DRIP TO DAYLIGHT AS APPROVED. 25. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN NSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER 26. SMOKE ALARMS SHALL BE INTERCONNECTED. EXCEPTION: NTERCONNECTION AND HARD-WIRING OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, UNLESS THERE I5 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 DIMENSIONS NOT SHOWN ON DRAWINGS CALL ARCHITECT / DESIGNER TO VERIFY THOSE DIMENSIONS. 25. HOMEOILNER/CONTRACTOR TO COORDINATE SELECTION OF INTERIOR 4 EXTERIOR FINISHES, APPLIANCES, PLUMBING, 4 ELECTRICAL FIXTURES 29. HOMEOLINER/CONTRACTOR TO COORDINATE SELECTION OF INTERIOR 4 EXTERIOR FINISHES, APPLIANCES, PLUMBING, 4 ELECTRICAL FIXTURES. 30. CARSON MONOXIDE ALARMS SHALL 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 THE 2009 IBC AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GENERAL NOTES APPLY ONLY TO ACTUAL WORK BEING DONE. SIM (E) GAS FURNACE TO REMAIN (N) LIVING RM (N) INTERIOR FINISHES (VAULTED) SIM AI3 RANGE TOP W/ DOWN DRAFT VENT W/ EXHAUST DUCT IN JOIST BAY TO EAST EX' WALL OR THROUGH FLR RIM 0 0 (N) NOOK (N) KITCHEN (N) INTERIOR FINISHES (N) INTERIOR FINISHES (VAULTED) (N) FIXTURES (VAULTED) REF. 0 (N) WOOD -LAP SIDING 4 V- CHANNEL (OR TI -11) SIDING Q (E) BDRM 1 (N) INTERIOR FINISHES (E) LINEN (N) INTERIOR FINISHES C)N U v (E) BDRM 2 (N) INTERIOR FINISHES (E) HALL (N) INTERIOR FINISHES • (N) 2x4 FURRED WALL PER CONTR (E) LINEN (N) INTERIOR FINISHES 1 (N) V- CHANNEL SIDING TO MATCH OR (N) TI-11 (AS NOTED - • -) - TYP UNO oN (E) CLOSET (N) INTERIOR FINISHES (E) BDRM 3 (N) INTERIOR FINISHES SIM MAIN FLOOR PLAN SCALE: 1/4' = (N) 2x4 FURRED WALL FOR NSULATION - • (E) CONC WALLS - PARTIAL HT (E) FAMILY RM (N) INTERIOR FINISHES (E) 2x4 BURRED WALLS FOR INSUL • (E) CONC WALLS - FULL -HT UNO (N) 2x4 PONY WALL FURN. v (E) 2x4 WALLS TO BE FILLED W/ (N) R -15c UNPAGED BATt INSUL (AS SHOWN i /' //// ) (E) KITCHEN (N) INTERIOR FINISHES (N) FIXTURES 0 0 REF. oN (N) INT FINISHES II fit) CM J W oN (E) 2x4 FURRED WALL FOR INSULATION - • (E) CONC WALLS - PARTIAL HT ON (E) BDRM 4 (N) INTERIOR FINISHES (E) CL (N) NT FINISHES (E) HALL1 NO WORK (E) CL (N) NT FINISHES (E) CLOSET N) INTERI •: 1► .., - (E) DOORS TO REMAIN - TYP UNO (E) BTHRM NO WORK 8 SIM A13 SIM 0 E SIM . (E) WINDOW TO REMAIN - EXHAUST DUCT IN JOIST BAY TO EAST EXTERIOR WALL OR THROUGH FLR RIM (E) HOT WATER TANK TO REMAIN SIM C A13 NEW BASEMENT FLOOR PLAN SCALE: I /4" = 1' -0' SIM REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 City of Tukwila BUILDING DIVISION bOL1 RECEIVED JAN 112012 ?ERMIT CENTER J 1- 0 a Cw r: 4-1 criZ � w ACCURATE • THOROUGH • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 'SIGNED BY ?AWN BY: IECKED BY APPROVED BY JB W~ C~ .-_, qo • • • • • LLI q • ti W File Name: X:V2JO55"220121/2110011/2PLANS OR PRONGS IN IE1/212001 AI2DW.s Plotted: 1/10/1012 1:41 FM LIVING ROOM NOOKAKITCHEN TYPICAL TRUSS PROFILE NTS (N) GUILT -UP ROOFING W/ FLASHING PER CONTR PROVIDE SLEEPERS 4 CRICKETS TO SLOPE FLAT ROOF FOR ADEQUATE DRAINAGE TO (N) GUTTERS DOOR SCHEDULE MARK DOOR SIZE THICK X WIDTH X HEIGHT TYPE DOOR CONSTRUCTION JAMB CONST. wow REMARKS CORE MAtL. FINISH MAIL. FINISH Q 1 3/4' x 3' -0' x 6' -8' - SC IUD FACTORY UID PAINT CASEMENT A 6 -PANEL ® 1 3/4' x 2' -10' x 6' -8' - SC WD FACTORY IV PAINT VINYL CLEAR 6 -PANEL ® 13/8' x 4' -0' x 6' -8' - 14C WD FACTORY WD PAINT - O BI -PASS ® 1 3/4' x 3' -0' x 6' -8' - SC WD FACTORY WD PAINT CLEAR WHITE BI -FOLD ® 1 3/8' x 2' -I0' x 6' -8' - HC IUD F A C T O R Y W D PAINT a - ® 13/8' x 2' -8' x 6' -8' - HC WD FACTORY Lt PAINT g - ® 13/8' x 2' -6' x 6' -8' - HC WD FACTORY IV PAINT m - ® 1 3/8' x 2' -4' x 6' -8' - HC WD FACTORY WD PAINT 51 -FOLD 0 13/8' x 1' -10' x 6' -8' - I4C IUD FACTORY WD PAINT - 10 1 3/8' x I' -6' x 6' -8' - HC WD FACTORY WD PAINT - 11 1 3/8' x T-4' x 6' -8' - 14C WD FACTORY WD PAINT v - NOTES: I. ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING. 2. MAX ACCEPTABLE U -VALUE + 020, TYP. 1 ALL EXTERIOR DOORS. 3. COORDINATE FINISHES /STYLES W/ HOMEOWNER 4. PROVIDE MIN RATED TIGHT FITTING SOLID CORE DOOR W/ SELF CLOSING HINGES e DOOR BETWEEN GARAGE 1 HOUSE. WINDOW SCHEDULE MARK WINDOW SIZE WIDTH XI-EIGHT Windown Construction Remarks FRAME GLASS COLOR OPERATION O 8' -0' x 5' -0' VINYL CLEAR WHITE FX/CASEMNT - ® 235 S.IJFT = 6' -0' x 4' -0' VINYL CLEAR WHITE CASEMENT - . 6' -0' x 3' -6' VINYL CLEAR WHITE SLIDER EGRESS O 5' -0' x 5' -0' VINYL CLEAR UNITE FIXED - © 5' -0' x 4' -0' VINYL CLEAR WHITE SLIDER - O 5' -0' x 3' -6' VINYL CLEAR WHITE SLIDER - . 4 -0' x 3' -0' VNYL CLEAR WHITE CASEMENT - © 3' -0' x 3' -0' VINYL CLEAR WHITE SLIDER - . 2' -0' x 2'-0' VNYL CLEAR WHITE FIXED - 1' -4' x 5' -0' VINYL CLEAR WHITE FIXED TEMPERED © - - - - NOTES: 1. ALL WINDOW OPENINGS SHALL BE WEATHER WRAPPED BEFORE WINDOWS ARE INSTALLED. 2. INSTALL WINDOWS PER MANUFACTURERS RECOMMENDATIONS. 3. COORDINATE FINISHES/STYLES W/ HOMEOU.NER 4. MAX ACCEPTABLE U -VALUE +032, TYP UNO. 4:12 2:12 FLAT (N) PORCH OVERHANG ROOF DRAINAGE & VENTILATION PLAN NTS (N) GUTTERS 4 DOIINSPOUTS TO (E) TIGHTLINES -OR- DOWNSPOUTS (N) 30YR DIMENSIONAL COMP ROOFIN G (N) CONTINUOUS RIDGE VENT (N)12'x16' GABLE VENT - TYP (2) PLCs DEDICATED EXHAUST VENT FOR BATHROOM REVIEVVED FOR CODE p NCE A PROVE FEB 0 3 2012 • City of Tukwila BUILDING DIVISION RECEIVED JAN 11 2012 PERMIT CENTER Op cn Op owc Lza w J H rr 4"1 ww4 C� w � w THOROUGH • ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 'SIGNED BY AWN BY: (N) ROOF VENTILATION CALCULATIONS: VENTILATION REQUIRED: wo 1,140 5.F. (144/300) = 5412 5.1. 50% OF AREA REQUIRED tt RIDGE = 2136 5.1. VENTILATION PROVIDED: 44' -0" RIDGE VENT 0 18 5.IJ5F = 112 5.1. 88' -0" EAVE VENTS (EVERY BAY) ® 235 S.IJFT = 206.8 5.1. (2) 12 "xlb" GABLE VENTS ® 45 5.1. EA = 90 5.1. TOTAL PROVIDED = Ip88.8 5.1. REVIEVVED FOR CODE p NCE A PROVE FEB 0 3 2012 • City of Tukwila BUILDING DIVISION RECEIVED JAN 11 2012 PERMIT CENTER Op cn Op owc Lza w J H rr 4"1 ww4 C� w � w THOROUGH • ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 'SIGNED BY AWN BY: ECKED BY APPROVED BY: JB wo qo N 1 • W Lta (1 • • • W • W 2012V2120011/2PLAN (N) R -49 BLOWN-IN INSULATION (N) I/1' GCB W/ I -PERM PVA PAINT (E) 2x4 IUALL PER PLAN (N) 1/2' GWB W/ I -PERM PVA PAINT (N) R -15c UNFACED BATT INSULATION PROVIDE (N) INSUL BAFFLE a EVERY OTHER TRUSS BAY (1' MIN CLEAR) - CONTRACTOR SHALL CONTINUE INSULATION BAFFLES TO EXTEND A MIN OF 12' VERTICALLY ABOVE BLOWN -N INSULATION (502.1.4.5 WSEC) (N) DIMENSIONAL COMP ROOFING W/ (N) 300 BLDG PAPER OVER (N) I/2' PWD /0513 (SOLID) 4 (N) FE TRUSSES e 24' OC, (N) 2x SCREENED VENT BLOCKING W/ (4) 2' DIA HOLES (N) 2b GA GALV DRIP EDGE FLASHING PER CONTR F— (N) METAL GUTTER PER NOMEOUNER/CONTR (N) R -30c UNFACED BATT INSULATION (E) Ix8 DIAG'L SHIP -LAP (N) 1/2' GCB - (E) e SIM (E) 2x10 FLOOR JOISTS PER PLAN (E) 2x4 FURRED WALL PER PLAN (N) R -I5c UNFACED BATT INSULATION (N) 1/2' GU18 W/ I -PERM PVA PAINT - (E) GWB W/ I -PERM PVA PAINT a SIM (E) 4' SOG - NODAMAGE I' AIR GAP (N) lx FASCIA PER HOMEOUNER/CONTR (N) V- CHANNEL SIDING TO MATCH OR (N) TI -II OVER (N) TYVEK HOUSE WRAP (N) LAP SIDING TO MATCH OVER (N) TYVEK HOUSE WRAP (N) 1/2' NOM FWD /O513 SHTG (N) 2x4 FURRED WALL TO REPLACE (E) BRICK FACADE - NO FURRED WALL • SIM (SEE 5/AI3 FOR SIM a EXT WALL) (E) GONG BASEMENT WALL �c\ TYPICAL EXTERIOR WALL SECTION `a13J NTS (N) R -49 BLOWN -IN INSULATION (N) 1/2' GCB W/ 1 -PERM PVA PAINT (N) /(E) 2x4 WALL PER PLAN (N) I/2' GU1B W/ I -PERM PVA PAINT (N) R -I5c UNPAGED BATT INSULATION PROVIDE (N) INSUL BAFFLE e EVERY OTHER TRUSS BAY (I' MIN CLEAR) - CONTRACTOR SHALL CONTINUE INSULATION BAFFLES TO EXTEND ,4 MIN OF 12' VERTICALLY ABOVE BLOWN -IN INSULATION (502.1.45 WSEC) (N) DIMENSIONAL COMP ROOFING W/ (N) 300 BLDG PAPER OVER (N) I/2' PWD /0513 (SOLID) 4 (N) PE TRUSSES a 24' OC. (N) 2x SCREENED VENT BLOCKING W/ (4) 2' DIA HOLES (N) 26 GA GALV DRIP EDGE FLASHING PER CONTR ��— (N) METAL GUTTER PER HOMEOWNER/CONTR (N) be FASCIA PER HOMEOIINER/CONTR (N) V- CHANNEL SIDING TO MATCH (N) R -30c UNPAGED BATT INSULATION (E) lx& DIAG'L SHIP -LAP (N) I/2' GCB (E) 2x10 FLOOR JOISTS PER PLAN (E) 2x4 WALL PER PLAN (E) 2x4 FURRED WALL PER PLAN (N) R -15c UNFACED BATT INSULATION (N) 1/2' GULB W/ I -PERM PVA PAINT (E) 4' SOG - NO DAMAGE I' AIR GAP (N) LAP SIDING TO MATCH WHERE DAMAGED (E) I/2' NOM FWD /0613 SHTG - NO DAMAGE (N) TYVEK HOUSE WRAP OVER (E) PWD /OSB SWIG - LAF (N) BLDG PAPER W/ (E) PER CODE (E) CONC BASEMENT WALL (13) TYPICAL EXTERIOR WALL SECTION A1NTS (N) R -49 BLOWN -IN INSULATION (N) 1/2' GCB UJ/ I -PERM PVA PAINT (E) 2x4 WALL PER PLAN (N) 1/2' GU18 W/ 1 -PERM PVA PAINT (N) R -I5c UNFACED 847 INSULATION (N) R -30c UNFACED BATT INSULATION (N) 3/4' T!G FWD SHTG PER PLAN - (E) lx8 DIAG'L SHIP -LAP e SIM (N) I/2' GCB (N) 2x10 FLOOR JOISTS PER PLAN - (E) a SIM (E) 2x4 WALL PER PLAN (N) R -I5c UNFACED BAIT INSULATION (N) 1/2' GU113 UJ/ I -PERM PVA PAINT (N) 2x6 FURRED WALL PER PLAN (N) R -21c UNPAGED BATT INSULATION (N) 1/2' GUS W/ 1 -PERM PVA PAINT (E) 4' SOG - NO DAMAGE I' AIR GAP PROVIDE (N) INSUL BAFFLE a EVERY OTHER TRUSS BAY (I' MIN CLEAR) - CONTRACTOR SHALL CONTINUE INSULATION BAFFLES TO EXTEND A MIN OF 12' VERTICALLY ABOVE BLOWN -IN INSULATION (502.1A.5 WSEC) (N) DIMENSIONAL COMP ROOFING W/ (N) 300 BLDG PAPER OVER (N) V2' PWD /058 (SOLID) 4 (N) FE SCISSOR TRUSSES e 24' O.C. (N) 2x SCREENED VENT BLOCKING W/ (4) 2' DIA HOLES (N) 26 GA GALY DRIP EDGE FLASHING PER CONTR (N) METAL GUTTER PER HOMEOUITIER/CONTR (N) Ix FASCIA PER HOMEOUI■ER/CONTR (N) V- CHANNEL SIDING TO MATCH (N) TYVEK HOUSE UJRAP OVER (E) PUJD /OSB SHTG - LAP (N) BLDG PAPER W/ (E) PER CODE a (N) SIDING (N) LAP SIDING TO MATCH WHERE DAMAGED (E) 1/2' NOM, PWD /OSB SWIG - NO DAMAGE (E) CONC BASEMENT WALL TYPICAL EXTERIOR WALL SECTION ai3 NTS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 1 1 2012 PERMIT CENTER ti LLi J 0 • THOROUGH ACCURATE • RESPONSIVE Le) cn CYS 4-3 00�M OrS IrJ Ix) 00 N o0 www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 SIGNED BY AWN BY ECKED BY APPROVED BY: JB N W~ 0 qo k • • • • File Name: X:1/2JOES1/220121/2I20011/2PLANS OR DRAWINGS IN IE1/212001 SI.0DWG Plotted: 1/10/2012 1:41 PM GE'NE'RAL 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 NE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY 514ALL BE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR l5 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 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. 9TH EDITION± AWS± 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 P5F Pf : 20 P5F Ce : 10 Ct : 1.0 IS 1.0 B. LATERAL LOADS: 25 P5F LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO NE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE 5, 3- SECOND GUST : 85 M.P.H. PER IBC, IMPORTANCE FACTOR, Iw : 1.0 2. SEISMIC: SEISMIC USE GROUP I, SEISMIC DESIGN CATEGORY D PER IBC: DOES NOT GOVERN FOR SINGLE -STORY LIGHT WEIGHT RESIDENTIAL STRUCTURES 13 SHOP DRAWINGS SUBMIT SUFFICIENT COPIES OF 514OP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: A PE ROOF TRUSSES DO NOT FABRICATE PRIOR TO ARCHITECT'S/ENGINEER'S APPROVAL. ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPPROVAL OF THE CONTRACTOR 51-10P DRAWING APPROVAL BY BC INVESTIGATIVE ENGINEERS SHALL NOT IMPLY THAT THE PROJECT MAY 'SE BUILT FROM THE SHOP DRAWINGS. RATHER, THE PROJECT PLANS SHALL BE USED FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES SHALL 5E DETAILED BY THE TRUSS SUPPLIER 2.0 SITE WORK (EXISTING STRUCTURE NONE- REQUIRED) 3.0 CONCRETE (NOT USED) 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 SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD) EACH PIECE OF LUMBER 91-1ALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIS) OR WESTERN WOOD PRODUCTS ASSOCIATION (IJJWPA) 5I-OWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: MEMBER SPECIES Fb (PSI) Fv (PSI) 2x 4 3x STUDS *2 -HEM FIR 815 150 2x JOISTS •2 HEM FIR 815 150 4x HEADERS *2 DOUGLAS FIR 900 190 4X COLUMNS •2 DOUGLAS FIR 900 190 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 BE PRESSURE TREATED (SEE SECTION 1.1). 12 CARPENTRY HARDWARE A BOLTS SHALL BE AVM A -301. 5. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WA5HER5. 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 5E INSTALLED PER THE MANUFACTURERS GUIDELINES. COMMON WIPE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION I6d 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, USP, 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. NE HARDWARE AND FASTENER MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE PRESSURE TREATED MATERIALS USED ON SITE. 13 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 I/2 INCH DIAMETER BOLTS WITH 3'x3'x1/4' 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. 15 PLYWOOD /0513 SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF P52 FOR 055. USE THICKNESS AND NAILING AS SHOWN ON NE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER TI4E CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE 8d AT 6' ON CENTER • SUPPORTED PANEL EDGES AND 8d AT 12' ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF 0513 CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO P51 OR P52. SHEATHING SHALL HAVE EXPOSURE RATING A5 APPROPRIATE PER NE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR ROOF DIAPHRAGM: I5/32' PWD (PANEL INDEX : 24/16), WITH Sd 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. FLOOR DIAPHRAGM: 3/4' FWD (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 SHALL BE PRESSURE TREATED WITH .251'/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 COMPATISLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSURE TREATED MATERIAL(5). 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 A5 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. FIRE RESTORATION 4 2009 IBC CHAPTER 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 by 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 changes of occupancy in the IFC, IFGC, IPC, IPMC, IPSDC, IMC, IRC, and ICC Electrical -Code. 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 con ,ruction. Additions or alterations shall not be made to an existing buildin or 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 34122.1 through 341225 shall apply to existing occupancies that will continue to be, or are proposed to be, in Groups A, B, E, F, M, R, 5 and U. Section 341223 ADDITIONS states that additions to existing buildings shall comply with the requirements of this code For new construction. Section 3412.2.4 ALTERATIONS OR REPAIRS states that an existing building_ portion thereof, which does not comply with the requirements of tits code or 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. 61,1,011 REVIEWED FOR CODE COMPLIANCE APPROVED 51 IEARWALL TABLE FEB 0 3 2012 • City of Tukwila BUILDING DIVISION MARK COMPONENTS 1/2' AB. PL TO CONC. SPACING (IN) 0.148' P -NAIL R. TO PL SPACING (IN) SIMPSON A35/ A35F / L550 CLIP SPACING (IN) CAPACITIES FOR SEISMIC DESIGN CATEGORIES C, D, E, 4 F 5/8' GUS 1/2' GIL6 GI 5/8' GIB, ONE SIDE, BLOCKED LW TYPICAL NAILS • 4' O.C. 48' OC. 9' OTC. 30' 0.C. 115 B0 G2 5/8' GWB, BOTH SIDES, BLOCKED UV TYPICAL NAILS • 4' OC. 24' O.0 4' O.C. 16.0 C. 350 15/32' PLYWOOD, BLOCKED, W/ 0131' DIA P- NAILS • 6' OTC. • PANEL EDGES AND 12' O.C. • FIELD 36' OC. 1' O.C. 24' OC. HEM -FIR 230 DOUG -FIR 280 12 15/32' PLYWOOD, BLOCKED, LW 0131' DIA P- NAILS • 4' O.C. • PANEL EDGES AND 12' OC. • FIELD 24' O.C. 4' 0C. 16' O,C. 353 430 5/32' PLYWOOD, BLOCKED, W/ 0131' DIA P- NAILS • 3' 0.C. • PANEL EDGES AND IV O.C. • FIELD. SEE SPECIFIC NOTES 11 15/32' PLYWOOD, BLOCKED, W/ 0148' DIA P- NAILS • 2' OTC. • PANEL EDGES AND 12' O.C. • FIELD. SEE SPECIFIC NOTES 1,2 24' O.C. 3' 0c 12' OTC. 451 550 16' O.C. W5 15/32' PLYWOOD, BLOCKED, BOTH SIDES, W/ 0131' PIA P- NAILS • 3' O.G. AT PANEL EDGES AND 12' O.C. • FIELD. SEE SPECIFIC NOTES 1 ,24 12' O.C. 2 ROWS STAGGERED • 4'000. 2 ROUTS SDSI /4x3 SCREWS STAGGERED • 6' OC. 1- 1/2'O.C. 113 810 6' O.C. 902 1100 W6 15/32' PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.148' DIA P- NAILS • 2' O.C. AT PANEL EDGES MD 12' O:C. • FIELD. SEE SPECIFIC NOTES 1 ,2,4 8' OC. 2 ROWS SDSI /4x3 SCREWS STAGGERED • 4' O.C. HGAIO UV SDSI /4x1 -1/2 SCREWS •9'OC 1421 1140 TYPICAL NOTES: I. FOR ALL S1-EARWALLS WHERE 15/32' PLYWOOD 15 CALLED OUT 15/32' 088 MAY E3E USED AS AN ALTERNATE. FOR SEAWALLS WHERE 15/32' PLYWOOD IS CALLED OUT 1/W 058 MAY BE USED WITH FRAMING • 16' O.C. 2. FOR ANCHOR BOLTS USE A 3 x 3 x 1/4 FLAT WASHER BETWEEN NUT AND PLATE TYPICAL. 3. IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH NE LONGITUDINAL DIRECTION VERTICAL. STUDS MD PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. 4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. THIS 15 FOR FINISH PURPOSES ONLY± NAIL, CLIP AND ANCHOR BOLT SPACINGS ABOVE APPLY AT ONLY THE ACTUAL LENGTH CF SHEARUALL. 5. 0131' P -NAILS ARE TO BE 2 -3/8' IN LENGTH, 0.148' P- NAILS ARE TO BE A MINIMUM OF 2 3/8' FOR SHEATHING APPLICATIONS AND A MINIMUM OF 3 -1/4' FOR FRAMING OR PLATE TO PLATE NAILING. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. CONTRACTOR SHALL COMPLY WITH NAILING RESTRICTIONS AS DETERMINED BY THE PRODUCER OF ANY COMPOSITE WOOD PRODUCTS USED FOR SHEARWALLS OR USED AS SHEAR TRANSFER MEMBERS SUCH AS BETWEEN FLOORS. 6. SIMPSON A35 CLIP ANGLES SHALL BE INSTALLED WIN THE APPROPRIATE FASTENERS PER THE MANUFACTURER'S SPECIFICATIONS. OPTIONAL TO USE P -NAILS WHERE SHOWN. 1. SPACING NOUN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. a ALL NAILING NOT SPECIFICALLY CALLED OUT SHALL BE IN ACCORDANCE WITH IBC TABLE 23049.1 s. SI-EARWALL FRAMING PERFORATIONS SHALL BE LIMITED TO 3/4' DIAMETER CENTERED AT FACE OF STUD OR PLATE AND NOT CLOSER THAN 4' O.C. PRIOR TO MY LARGER HOLES OR NOTCHING OF SHEARWALL FRAMING MEMBERS CONTACT ENGINEER FOR APPROVAL. 10. FOR CALLOUTS WHERE SHEATHING IS REQUIRED ON ONLY ONE FACE OF WALL, SHEATHING MAY BE PLACED ON EITHER FACE. IL COATED OR GALVANIZED NAILS SHALL BE HOT DIPPED, NOT ELECTRO- PLATED. 12. WHERE WOOD PANELS ARE APPLIED OVER GYPSUM, REPLACE .131' PANEL NAILING W/ .148' PANEL NAILING. NO REPLACEMENT POSSIBLE FOR .148' NAILS 13. USE 6d WALLBOARD OR COOLER NAILS WITH 5/8' GLUE (5d WITH I/2' GU A3). USE 11 ga. X 1 -3/4' (1/16' HEAD) DIAMOND PT. GALV. NAIL W/ 5/8' GSM SPECFIC NOTES AS CALLED OUT IN TABLE ABOVE: L 3x STUDS ARE REQUIRED AT ALL ABUTTING PANEL EDGES. 2. 3x SILL PLATES REQUIRED WHERE ATTACHED TO CONCRETE WITH ANCHOR BOLTS. 3. SHEATHING JOINTS ARE TO BE STAGGERED ON OPPOSITE FACE OF WALL. RECEIVED JAN 1 1 2012 PERMIT CENTER w J 1- 0 0 LL G4 04 00 00 cY N N o0 ACCURATE • THOROUGH • 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. O N 0 • k • • (N) 3/4' OSB/PWD SHTG W/ 0J31x2 -I/2 P -NAILS a 6' O.C. PNL EDGES 4 12' OC. FIELD (N) 2x8 (PT) 1-1FP2 RAFTERS • 16' 0C. W/ SIMPSON 141 CLIPS e (E) /(N) 4x10 BMs (E) /(N) 4x10 BM PER PLAN (E) 4x6 POST - NO DAMAGE (N) SIMPSON A24 W/ 1/2'4x4' EMBED SIMPSON TITEN HD CONC SCREW TO (E) CONC 4 I/2'$ THRU -BOLT (GALV) W/ HVY HEX NUT. 4 WASHER TO (E) POST - TYP (3) PLCs 4' MN EMBED (N) SIMPSON 121214T (ZMAX) EA SIDE W/ 5/8'0 THRU -BOLTS (GALV) PER MFR TO JOIN (E) /(N) 4x10s TO (E) POSTS - I212HL 1 SIM (E) 6' CONC PIER (N) RAFTERS OVER (E) BM & POST S3.R1 NT5 TYP (3) PLCs (N) FLOOR & ROOF RESTORATION FRAMING NOTES (N) FLOOR JOISTS 514ALL BE (N) 2x10 DP2 a 16' OC. ALL OTHERS ARE (E) 2x10s. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL 4 PLUMBING AND ARCHITECTURAL FLANS. THE CONTRACTOR 15 RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER GENERATNG MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 2. F.F. = FLUSH - FRAMED BEAM. VERIFY FLUSH OR DROPPED BEAM CONDITION PER ARCHITECT. 3. (N) ROOF TRUSSES SHALL BE P.E. ROOF TRUSSES 6 24' OC. THE P.E. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL HANGERS (SEE PLANS FOR ANY SPECIFIC CALL - OUTS), WEB STIFFENERS, SOLID BLOCKING, AND ADDITIONAL TRUSSES TO ACCOMMODATE FIELD - FRAMED CONDITIONS, CANTILEVERED CONDITIONS, CONCENTRATED BEARING LOADS AND NAILING FROM SHEARWALLS ABOVE AND BELOW. THE TRUSS MANUFACTURER SHALL ALSO BE RESPONSIBLE FOR DESIGNING ALL DRAG TRUSSES AND GIRDER DRAG TRUSSES FOR THE LOADS NOTED ON THE PLANS. UNLESS NOTED OTHERWISE ALL DRAG TRUSSES AND GIRDER DRAG TRUSSES SHALL BE DESIGNED TO RESIST NO LESS THAN 230 PLF. SEE THE PLANS FOR TYPICAL DRAG TRUSS AND GIRDER DRAG TRUSS STRAP CONNECTIONS TO ALIGNED SHEARWALLS. 4. TIE -DOUN EVERY (N) ROOF TRUSS AND ALL END TRUSSES AT ALL BEARING SUPPORTS WITH (I) SIMPSON 141 HURRICANE ANCHOR. 435s PER 5W TABLE NOT REQUIRED WHEN 141 CLIPS 6 EACH TRUSS ARE USED. 5. TI4E (N) TRUSS MANUFACTURER TO VERIFY DEFLECTION TOLERANCE BETWEEN TR1.155E5 AND WINDOWS WHERE WNDOW FRAMES DIRECTLY INTO TRUSS BOTTOM CHORD - VERIFY PER WINDOW SUPPLIER AND ARCHITECT. (N) 4 (E) FLOOR 4 ROOF TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT 15 NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL 4 PLUMBING RESTORATION. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 1. THE (N) P.E. ROOF TRUSS MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY (CRUSHING) WITH THE PLATE MATERIAL. a PLACE LONG DIRECTION OF ALL (N) PW0/058 SHEETS PERPENDICULAR TO TRU55/RAFTER OR JOIST DIRECTION, SEE DETAIL 2/54.0. FLOOR SHEATHING 15 TO BE CONTINUOUS FROM UNIT TO UNIT, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT FLOOR AND ROOF DIAPHRAGMS 15 PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET 510. DENOTES THE SHEARWALL TYPE, SEE TI4E SHEARWALL TABLE ON SHEET 52.0. INDICATES SHEARWALL LOCATION. THE CALL -OUTS ON THE SHEARWALL TABLE APPLY TO TI4E ENTIRE WALL LINE THAT THE INDICATED SHEARWALL 15 LOCATED. PROVIDE SOLID BLOCKING N FLOOR BELOW PERPENDICULAR 514EARWALL5. FOR TYPICAL HOLDOWN PETALS AT THE ENDS OF SHEARWALLS SEE 3/5210. FOR TYPICAL CORNER CONDITIONS AT SHEARWALLS E 4/54.0. FOR TYPICAL 'T' INTERSECTION CONDITIONS AT 5HEARWALLS SEE 4/54.0. 10. (N) 4 (E) DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/54.0. 11. REPLACE (E) HEADERS AND BEAMS AS SHOUN PER THE FLAN. ALL (N) /(E) HEADERS SHALL HAVE A MINIMUM OF (1) JAMB AND (1) KING STUD BELOW FOR SUPPORT. ALL PE GIRDER TRUSSES 514ALL HAVE SOLID STUDS a BEARING LOCATIONS. ALL BEAMS 4x AND LARGER OR OPENINGS 8' -0' OR WIDER SHALL HAVE A MINIMUM OF (2) JAMB STUDS FOR SUPPORT. MINIMUM HEADER SIZES FOR (N) HEADERS SHALL BE 4x8 12. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE - TREATED MEMBERS W/ CONTRACTOR ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST 140T-DIPPED GALVANIZED TO A G -185 RATING. THE CONTRACTOR SHALL VERFY THE COMPATIBILITY OF PRESSURE TREATED MATERIALS USED ON SITE WITH ALL (N) 4 (E) HARDWARE AND FASTENERS. 13. THE CONTRACTOR 15 RESPONSIBLE FOR THE ROOF VENTILATION REQUIREMENTS AND DETAILS. 14. THE CONTRACTOR SHALL DETERMINENERiFY TI4E TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. 15. THE CONTRACTOR 514ALL VERIFY COMPATIBILITY OF THE RESTORATION REPAIRS w/fHE AS -BUILT CONDITIONS. WHERE DISCREPANCIES EXIST NOTIFY THE ENGINEER PRIOR TO PROCEEDING. 16. SEE ARCHITECTURAL PLANS FOR STAIR FRAMING DETAILS AND NOTES, METAL CONTROL JOINTS AT DOORWAY OPENINGS IN CONCRETE FLOORING AND ROOF VENTILATION REQUIREMENTS AND DETAILS. 11. SEE CIVIL MD ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS, CONTRACTOR SHALL NOTIFY 80TH THE ENGINEER AND ARCHITECT FOR CLARIFICATION. 18. WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY TO STRUCTURAL FRAMING ON ALL 4 SIDES OF WINDOW. WINDOW SUPPLIER TO VERIFY MINIMUM .005,14 STORY DRIFT TOLERANCE IN PLANE OF ALL WINDOWS AND ALLOW FOR L/240 DEFLECTION (PERPENDICULAR) AT WINDOW MULLIONS. 19. SEE GENERAL STRUCTURAL NOTES ON 51.0 FOR ADDITIONAL INFORMATION. (N) SIMPSON 12I21-IL (ZMAX) EA SIDE W/ 5/5'4 THRU -BOLTS (GALV) PER MFR TO JOIN (E) 4x10 TO (E) 4x6 POST 1 -(N) 2x8 1- 2 RAFTERS TO REPLACE DAMAGED RAFTERS W/ WEATHER PROTECTION PAINT TO MATCH (N) 2x6 (MIN) FLAT BLKG BUN (N) FLR JOISTS W/ 0)31x2 -I/2 P -NAILS a 6' OC. PNL EDGES FOR BOTH (N) /NE) PIW /O5S SHTG -L r r i L - -1� (N) 3/4' T4G FWD 514TG W/ 0.131x2 -1/2 P -NAILS 9 6' OC. PNL EDGES 4 12' OC. FIELD WHERE DAMAGED OR OVER DAMAGED JOIST5 - NO BLKG EXCEPT (N) /(E) FM JOINTS - TYP (2) PLCs (SEE 2/54.0) (E) 2x10 FLOOR JOIST NO DAMAGE r r LJ 1 (N) 4x8 DPI BM W/ - (N) 2 -2x4 JAMB STUDS LJ ri I -I � I i r 1 I ii I II I I 1 II I I -f, (E) 2x4 INT BRG WALL 14 OPENING FOR (E) STAIRS r REMOVE ISOLATED CHARRING TO (E) 2x4 STUDS 4 SISTER (N) 2x4 FULL -HT STUDS W/ 0J48x3 P -NAILS a 6' O.C. - TYP (E) 2x4 RAFTERS • 16' O.C. (N) 058 ri= (N) 058 WI 4 (E)2x8 RAFTERS e 16' OC.- NO DAMAGE (E) 2x8 BLKG (N) SIMPSON 121214T max) EA SIDE W/ 5/8'4 THRU -BOLTS (GALV) PER MFR TO JOIN (E) /(N) 4x10s TO (E) POSTS - TYP (2) PLCs (E) 4x10 SIM� 54� .0 L J NO DAMAGE BUT FLR SHTG REPLACED DUE TO 'BOUNCE' FROM UNSUPPORTED EDGES MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1' -0' PROVIDE (N) FASTENERS FOR TOP ES 4 BOT ES PER SW COMPONENT TABLE ON 51.0 FOR 1E-TO -E NAILING OF (E) EXT WALLS WHERE (E) DOES NOT MATCH TABLE (N) 4x8 DPI W/ (N) JAMB STUDS AS RQD 94.0 1 WI ! 1 n rr - 8 -E C r - - - -Zr 3-- _1 I A iiQ (N) 2x4 TOP MOST B W/ NAILING PER DTL I/54.0 - -> -1 (N) PER Q Lr - - - -r t 1_____ ...1 i - - -- i 1 I I _ LJ SIMPSON ST6236 STRAP 1/540 B (N) /(E) TOP F BREAK o N 2 r i - 1 1 I I I I I I I I I 1 1' t - -J LJ Lr - - -J III 1 J I 1 LJ ti �I REMOVE 4 REPLACE DAMAGED RAFTER TO MATCH I-+- (N) 2x4 WALL FRAMED W/ EDGE FRE- PNL IT NAILS a EAST SIDE -SLIDE EAST SIDE BEHIND I I I (E) SHED 4 FASTEN TO (E) 2x4 WALL FMR�'s - SEE 9/54.0 1_J (N) 2x8 FOR r T r 1r J r J L 1 s -±I- I I .� BLKG (E) RAFTERS 4 (E) BLKG 0 0 tn LJ . ,rr \J ► L • (N) SIMPSON (ZMAX) TO if L r J L 141.1C410 (E) STUDS W/ FLASHING PER CONTR - z 1 U5E 3' NAILS IF THRU (E) PWD - - -- ____E 17 I7III�Il D_ -2722. :ZIIl�.67_ V 3--- -C A - -] C 7- - -El -D- -C � � V 1 \ A (N) 3/4' O55/PWD W/ 0.131x2 -1/2 P -NAILS •6'OC.PNL EDGES 412'0C. FIELD - NO BLKG ROD (SEE 2/54 .0) WI (N) 4x10 1 -P2 W/ WEATHER PROTECTION PAINT TO MATCH DETACH 4 RESET (E) POST OVER (E) CONC PIER W/ (N) ABA46 (ZMAX) POST BASE W/ 1/2'4x4' EMBED SIMPSON TITEN HD CONC SCREW (N) NON - STRUCTURAL (A5 SHOWN Z2=) TO REPLACE (E) BRICK FACADE REMOVED ROOF FRAMING PLAN SCALE: 1/4" = 1' -0' PROVIDE (N) FASTENERS FOR TOP Es 4 BOT Es PER 511.1 COMPONENT TABLE ON 51.0 FOR IE -TO -E NAILING OF (E) EXT WALLS WHERE (E) DOES NOT MATCH TABLE ALL (E) EXT SWs TO MATCH / J) SWs FOR FASTENERS 4 HARDWARE (EXCEPT PNL EDGE NAILING WHICH IS (E)) (E) 4x8 HDRs TO REMAIN UNO (N) 1/16' 05B SHTG W/ 0.13Ix2 -1/2 P -NAILS 6 6' OC. PNL EDGES 4 12' OC. FIELD - NO BLKG ROD (SEE 2/54 .0) TYP • SW INT WHERE PALM NAILER ACCESSIBLE i REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 112012 PERMIT CENTER 0 THOROUGH • ACCURATE • RESPONSIVE www.bcie.net 3605 C STREET N.E. AUBURN, WA. 98002 • • • • • NOT USED SEE II FOR NOT USED PANEL EDGE Eb1MDA INTERMEDIATE FRAMI // N �+� V • DUE DILIGENCE • RESTORATION DESIGN • EXPERT WITNESS • ACCIDENT INVESTIGATION • SEISMIC HAZARD ASSESSMENT • STRUCTURAL CONSULTING DTL /S4.0 BAL OF MFO �' (E) NAILING W/ NAILING (FIELD) MEMBER NAILING w~ w� . g9 �° ��c� � ~ �q cA '13 #� ss���s 0 x ~ �. IE-TO (N) PNL EDGE NAILS ►�� � AS / ADD'L AS ROD FOR W1 PER SW TABLE TO (N) BLKG - \ TYP T4B > ► lC (N) 2x4 W/ 0.148x3 �� RIM JOIST/BLKG ` CN) SW PER FLAN W/ BLKG P -NAILS TO MATCH lE -TO -E NAILS PER SW TABLE (N) 2x4 WALL N o o (E) IE -TO -E NAILING ADM_ AS ROD FOR WI t /(E) PER PLAN (N) SW PER PLAN (N) IE -TO -1E NAILING PER SW TABLE FOR (N) 2x4 BLKG TO (E) 2x4 BOT IE TITLE: HUGHES FIRE RESTORATION 16046 46TH AVE S TUKWILA, WA 98188 �� IN PLACE �' 1� N Zn' '- i ►Z� NMI III < SEE 1/5410 FOR ADM_ INFO EXT SW REPAIR STRAP (4' -0' MIN) SHEATHING PER PLANS 4 NOTES /056 TO FRAMING MEMBERS PANEL EDGES, A5 3'x24GA STRAP - NOT TO BE FOR INFO UNSUPPORTED PANEL EDGE 3'x24GA �C am - PWD /OS6 I6GA STAPLES a 3' o/c EA SIDE OF PANEL JT - CROWN TO BE PERP TO PWD /OSB GRAIN DIRECTION NOTE: FOR: THE STERLING GROUP DKI 2107128TH ST E TACOMA, WA 98445 SEE DTL 11/64.0 1 (N) 3/4' 05B/PWD SHTG W/ 0.131x2 -1/2 P -NAILS e 6' O:C. PNL EDGES 4 12' O.C. FIELD I NAILING W/ 1. PROVIDE APA APPROVED GLUE. NAIL ALL PWD PER THE GENERAL NOTES t AND FRAMING NOTES. 2. WHERE BLOCKING IS REQUIRED a ALL UNSUPPORTED PER I-EOIST PLANS, /TRUSS MFR OVER BLKG USE A w/16GA STAPLES a 3' o/c THRU STRAP INTO SHEATHING CONFUSED OR TO REPLACE DRAG STRUT STRAPS (E) 1x6 SHIP -LAP (N) FLOOR JOISTS r F— (N) 2x6 NFL W/ 0.148x3 P -NAILS a 12' OC. T46 TO (N) 2x10 i 2 JOISTS PER PLAN 'ALTERNATE (E) IE -TO-E AOD'L AS ROD FOR Wi (N) W/ (2) NOTED ON THE PLANS. / 2x8 ELKG 0.148x3 P -NAILS Tt8 TO (E) 2x8s t (2) 0.148x3 T45 TO (E) 2x8 BLKG 3. STAGGER SHEATHING NAILS a PANEL EDGE OFFSETS. 4. REINSTALL PWD /O55 USING I0d NAILS PLACED BETUEEN THE (E) NAIL HOLES USED FOR ORIGINAL CONSTRUCTION. PUJD /OS 5I-4 ATI-4INC LAYOUT (TYP) (E) 2x8s PER PLAN (E) 24 BLKG (E) (N) IBLKCc FOR (E) 2x4 WALL PER PLAN CARPORT RAFTERS USE0148'DIA 3' P NAILS (N) 1/16' OSB ROOF SHTG W/ 0.131x2 -1/2 P -NAILS a 4' O.C. SHEATHING TO TRUSS TOP CHORD (E) SW FER PLAN - PROVIDE ADD'L FA6TNER5 AS RQD TO MEET /1111\ BUi REQUIREMENTS PER SW CABLE ON 51f0 - EXCEPT FOR PNI_ EDGE NAILS lE)1x8 SHIP -LAP - (N) 3/4' ttG OSB/PWD SHTG W/ 0.131x2 -1/2 P -NAILS a 6' OC. PNL EDGES a 12' O.C. FIELD (E)1x8 SNIP -LAP — F �— TRUSS Ill' / 0. SHTG OVER IL GABLE . TRUSS W/ 0.131x2 -I/2 P -NAILS a 4' OL. PNL EDGES t 12' O.C. FIELD x SW PL EILS a EA 510E t0 MATCH PANEL EDGE PER TABLE ON 51.1 NAILS PER all TABLE ON SU 1 -I/2 MIN 'y `, 011 41-0' MIN 1 1 -1/2 MIN X11 — �I ��'�n �� 11 �� 1„ (N) TRUSS AS DRAG STRUT UJ/ 230 PLF LOAD TRANSFER FROM ROOF TO SHEARUTALL BELOIU lE) -TO -IE NAILING W/ ADD'L A5 RQO FOR WI < NO DAMAGE W/ 0.131x2 -1/2 P -NAILS e 6' 0.C. TO (E) 2x10 NO DAMAGE n�► FACE NAIL DBL TOP PLATES e 16' o/c StAYGGEREp (10) 0.148'dia x 3 ' P -NAILS w /0.148'dia /IA �'� ►��� �� � (N)1x4 SHEETROCK BACKER e FLAT CLG CONDITIONS . I (N) BIMPBON a 24' TO JOIN 2 (N) /lE) STUDS e lN) 2x4 BLKG 1/11 ENDS OF 5Ws !! LTP4s O�G. (N) /lE) SHTG a BREAK a 1Es (E) PNL EDGE NAILS - (N) a SIM SW TABLE g EA SPLICE, UNO �' ►-� ►�� PI EATHING ON OPP FACE 0.148'dia x 3' P -NAILS WHERE OCCURS PER FLAN(S) TO MATCH 5W PANEL EDGE NAILS PER CABLE ON 61.1 NO (E) 2 -2x10 RIMs PLATE SPICE (TYP) 1 (E) 2x10 FLOOR JOIST - NO DAMAGE (N) 2x10 FLOOR JOIST PER PLAN (E) IE -To -IE NAILING W/ ADD'L 45 ROD FOR WI PER w Jj- p NO OT ATTACH PERP. WALL SW EDGE NAILING FOR BOTH STUDS t TO SW UNTIL SW HAS BEEN 0.148'dIax3' P -NAILS BTWN PERP SHEATHED STUDS TO MATCH TIGHTEST SW EDGE NAILING SPEC'D IN THE 91.1 TABLE (N) /(E) SW CORNER 4 'T' DETAILS (TY D) (E) SW W/ FASTENERS /(N) FER PLAN ROD PER SW COMPONENT TABLE ON 51.0 - PROVIDE ADD'L FASTNERS AS ROD TO MEET SW TABLE REQUIREMENTS - EXCEPT PNL EDGE NAILING TRUSS a6 (N)/( E) EXT WALLS (E) 2x4 CRIPPLE UJALLS - NO DAMAGE (E) 2x10 FLOOR JOIST - NO DAMAGE (N) SIMPSON LTP4s • 24' 0.C. TO - Sr [N 11 (N) 2x4 WALL WHERE OCCURS PER PLAN - SEE 9/54.4 (N) C 4E3LE END DRAG JOIN (E) RIM TO (E) TOP Es (N) FLOOR S ITC OVER (N) /(E) FLOOR JOISTS NOTE: WHERE PLATE DISCONTINUITIES OCCUR a BEAMS OR MECH/ELEC PENETRATIONS USE (I) SIMPSON ST6236 UNO. STRAP MAY BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF PLATES SIMPSON ST6236 STRAP a BREAKS IN TOP PLATE - TYP ALL EXT WALLS t INT SWs AS NOTED PER THE PLANS CONTRACTOR'S OPTION TO PLACE STRAP ON TOP OF PLATES t HEADER EQ EQ REVIEWED FOR BODE COMPLIANCE APPROVED FEB 0 3 2012 • City of Tukwila BUILDING DIVISION 12 SLOPE (N) SHTG W/ (N) 3/4' 0515/PU10 SHTG W/ 0.131x2 -I/2 JT a TO (N) (E) 1x8 DIAG'L SHIP -LAP SWIG W/ 0.131x2 a TO (N) _ / NOT USED 3 TO MATCH AS- BUILtS M"1 ∎- 1/16' oSB ROOF (N) 0.131x2 -1/2 P -NAILS • 4' O.0 TO MSG P -NAILS 6' O.C. BLKG « » -I/2 P -NAILS 6' O.C. BLKG DESIGNED BY :: JB DRAWN BY: cc CHECKED BY TO APPROVED BY JB N Y.' o q /1� ALTERNATE TOP /A PLATE SPLICE DETAIL x x 1I, x x x (N) PE TRRS$E5 a 24' O:C. (N) 2x10 BLKG BTILN (N) 2x10 FLR JOISTS W/ A35s (N) SIMPSON 141 a EVERY ROOF TRUSS IN LIEU OF A35s PER 5W TABLE ON 61.0 (E) NAILING (E) PNL EDGE NAILS - (N) PNL EDGE NAILS PER SW TABLE WHERE (N) PWD /O5B HEADER a 48' O.C. e BOT LAP (N) 2x10s W/ (E) 2x10s t FASTEN W/ / (4) 0.148x3 P -NAILS a A. 61401N - TYP EA 510E OF (N) BLKG � (E) 2x4 NT WALL n �( ♦E -TO -E - (N) 1 SIM W/ ADD'L AS RQD FOR wI v a HEADER RECEIVED O w Li O O ° , c''6 w (E) SW PER PLAN - (N) a SIM W/ ROD (E) 2x4 WALL PER PLAN FASTENERS PER SW COMPONENT TABLE ON 5110 - PROVIDE ADM. FAWNERS AS ROD TO MEET SW TABLE REQUIREMENTS - EXCEPT PNL EDGE NAILS (N) FE TRUSSES OVER (N) /(E) EXT WALLS 10 BR's PER PLAN (N) /(E) FLOOR JOOSTS OVER (E) INT 13RC UJ�4LL JAN 1 1 2012 PERMIT CENTER TER TOP PLATE SPLICE DETAILS (TYP) o __}