Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-051 - TRAYNOR RESIDENCE - ADDITION
TRAYNOR RESIDENCE 4902 S 161 ST D07 -051 Parcel No.: 5379800227 Address: 4902 5 161 ST TUKW Suite No: Tenant: Name: TRAYNOR RESIDENCE Address: 4902 S 161 ST , TUKWILA WA Owner: Name: TRAYNOR DAVID D Address: 4902 S 161ST ST , TUKWILA WA 98188 Phone: Contact Person: Name: GALEN MARCILLE Address: 121136 AV SW , SEATTLE WA 98146 Phone: 206 444 -9388 Contractor: Name: TECHNIQUE CONSTRUCTION INC Address: 3332 PARK AV N , RENTON WA 98056 Phone: 425 - 255 -1716 Contractor License No: TECHNCI066DM 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: httn: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: 144 SF ADDITION TO DINING ROOM, ENTRY, AND LIVING ROOM doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -051 Issue Date: 02/26/2007 Permit Expires On: 08/25/2007 Expiration Date: 03/27/2008 Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $13,155.84 Fees Collected: $489.63 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 D07 -051 Printed: 02 -26 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature. l . i doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htty: / /www.ci.tukwila.wa.us 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: N I hereby certify that I have read an ex- ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile th, 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 - erfo of wo . I am authorized to sign and obtain this development permit. Signature: - ` _ Date: 0 Z 2C D City of Tukwila Permit Number: D07 - 051 Issue Date: 02/26/2007 Permit Expires On: 08/25/2007 Date: Public: Non - Profit: N Public: Luta- Steven M. Mullet, Mayor Steve Lancaster, Director Print Name: IJ A-J (p 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. D07 -051 Printed: 02 -26 -2007 Parcel No.: 5379800227 Address: 4902 S 161 ST TUKW Suite No: Tenant: TRAYNOR RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 051 Status: ISSUED Applied Date: 02/14/2007 Issue Date: 02/26/2007 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: 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. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: 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. 14: 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 D07 -051 Printed: 02 -26 -2007 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.ci.tukwila.wa.us distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: 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: Cond -10/06 * *continued on next page ** D07 -051 Printed: 02 -26 -2007 Signature: Print Name: ��J ( b . Y ru a l2 doc: Cond -10/06 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Date: °V2 C /0 7 D07 -051 Printed: 02 -26 -2007 CITY OF TUKVVIIST Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Address: 4 0 2 S . \ lfi t ST Tenant Name: Property Owners Name: ?AVE -, 5 1��� -. — 11ZA 4 0( 7 -- Mailing Address: 490 7- At , CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 1A L.1=X4 1• 14--6 : I. - 0 1�1 E-Mail Address: Gy4M t IMvj1^ t 60v(1t Building Permit o. .17b1 - 1)5( Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For o$ce use only) 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 Prints* Company Name: ■/1 Pct .C.tLI $V it.0 10(9 Mailing Address: 17i t►, (.0 Contact Person: 4 M 0- 4 1 � N st e Company Name: S - i E) CA CO t L T' 1'a .1 6 N P - ' ' King Co Assessor's Tax No.: 531 cf81 ZZ f` Suite Number: Floor: New Tenant: ❑ Yes El „No Mailing Address: e 2Zf -3Y" 1 JVa''f rye Err Contact Person: LEV ft ' -+\ Day Telephone: SA v►n � E-Mail Address: bc Q t? N, Qe r5 0 v e Y1 17 o vl s n et Fax Number: Q Applicmons Pam.- App&afion, On liav -2006 - P twppliatio tdoc Revised: 9.2006 bh wik Q6 16 zip Day Telephone: Z'G - 444 9 % Mailing Address: 1 -. ( /J � W l s ?4'11 c 6314 - 1,0 ! w Zip city E-Mail Address: ,C 1A11 Gam W1511. CO M Fax Number: ZW(p . r ( o --1 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg S)) Company Name: 1 C4 fk I a o E C: th ►,J S'c. i toe. Mailing Address: .33 31.- leh9.4_. 7 tatr N / wry tJ , N,..)-p< 98o 5 (0 Qty State Contact Person: ....Ne F F _-13+06 - 17, $ Day Telephone: 2 — `2_ CAD — 17 L4* E-Mail Address: 0.1 ( ()o t • CO 1 Fax Number:1 S, C sq - 4- Z,5 (o Contractor Registration Number: ' ' 1 -k .I G t 0 (o p M Expiration Date: '1 - "2.. &e) 5 t7 4tc"15 l.-..►�L S 'CCUS WA 8‘4Cq city Day Telephone: 2.-di — 6rkt D Fax Number: S` (p- Z-4(0 - (o(- 41 1 1&) A cigzeS zip state 415— 33sd -034 -Z Page 1 of 6 ENGINEER OF RECORD - MI plans must be wet stamped by Engineer of Record BUILDING PERMIT INFORcTION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 5 - , 2 ) Existing Building Valuation: $ 1 , QOQ Scope of Work (please provide detailed information): f 4 1L Ti?7 ' 1 t?1 ) N co excAfr. Will there be new rack storage? ❑ Yes ENo 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) at* For an Accessory dwelling, provide the following: Lot Area (sq ft): s ` q 2 Floor area of principal dwelling: i7041 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: 2 — Compact: Handicap: Will there be a change in use? ❑ Yes Q � No If "yes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm V None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 11 No If "yes', attach list ofmaterials and storage locations on a separate 8 -1/2" x 11" paper inclzdng quantities andMaterial 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. QWpplicZioni\Fcros- Applications On Line\3 -2006 - r®itAppliatioamo Revised: 9 -2006 6h Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 1 ©^ i 1 I 1 �t`T r Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage q Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORcTION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 5 - , 2 ) Existing Building Valuation: $ 1 , QOQ Scope of Work (please provide detailed information): f 4 1L Ti?7 ' 1 t?1 ) N co excAfr. Will there be new rack storage? ❑ Yes ENo 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) at* For an Accessory dwelling, provide the following: Lot Area (sq ft): s ` q 2 Floor area of principal dwelling: i7041 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: 2 — Compact: Handicap: Will there be a change in use? ❑ Yes Q � No If "yes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm V None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 11 No If "yes', attach list ofmaterials and storage locations on a separate 8 -1/2" x 11" paper inclzdng quantities andMaterial 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. QWpplicZioni\Fcros- Applications On Line\3 -2006 - r®itAppliatioamo Revised: 9 -2006 6h Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this annhcation Valueof 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: .rll . `- v Print Name: h 1 "I c t° r . - "rc p or Mailing Address: too 2,- S . 1(p 5�' S+. Date Application Accepted: Q:\ApplicationMForms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 2 104'07 Day Telephone: ZOi, -2PI •38 45 ✓ T kwilG WA 98 /88 City State Zip Date Application Expires: ai l Page 6 of 6 Fixture Ty Bidet PLUMBING AND GAS PIPING CON 'ACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing wo (contractor's bid price): $ Valuation of Gas Piping wor ontractor's bid price): $ Scope of Work (please provide ailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping ou •-ts beingl and the quantity below: Bathtub or combination bath/shower Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ixtur Floor drain Lavatory y Drinking fountain or water cooler (per head) Food -waste grinder, commercial Shower, single he trap Ram water stem — per drain (ins' e building) Repair o alteration of water pipin d/or water treating equi r ent Q:Wpplications'Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ty Fixture Typ Wash fountain Receptor, indirect waste Sinks rinals Sewer: ter Closet City Day Telephone: Fax Number: Expiration Date: Wat heater and/or vent Repair alteration of drainas : or vent piping fixtur Ty State Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Zip Page 5 of 6 Parcel No.: 5379800227 Address: 4902 S 161 ST TUKW Suite No: Applicant: TRAYNOR RESIDENCE Payee: DAVID TRAYNOR ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE 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.ci.tukwila.wa.us RECEIPT Receipt No.: R07 -00279 Payment Amount: $298.52 Initials: BLH Payment Date: 02/26/2007 01:57 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2056 298.52 Account Code Current Pmts 000/322.100 294.02 000/386.904 4.50 Total: $298.52 Permit Number: D07 - 051 Status: APPROVED Applied Date: 02/14/2007 Issue Date: '-?Y.. 02/26 971 tfi N_ S I9j 52 doc: Receiot -06 Printed: 02 -26 -2007 Parcel No.: 5379800227 Address: 4902 S 161 ST TUKW Suite No: Applicant: TRAYNOR RESIDENCE Receipt No.: R07 -00222 Initials: JEM Payment Date: 02/14/2007 10:06 AM User ID: 1165 Balance: $298.52 Payee: JENNIFER L.TRAYNOR TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES 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.ci.tukwila.wa.us RECEIPT Permit Number: D07 - 051 Status: PENDING Applied Date: 02/14/2007 Issue Date: Payment Amount: $191.11 Amount Payment Check 2052 191.11 Account Code Current Pmts 000/345.830 191.11 Total: $191.11 ? i:: T:' doc: Receiot -06 Printed: 02 -14 -2007 Pro a t: Type of Inspection: /— / J lq 1 (/t 7) e 0 - Adr t a 2 C / 0 Date Called: Special Instructions: Date Wanted: �, 4 v — o -7 Requester: Phone 12 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 pproved per applicable codes. 1J Corrections required prior to approval. COMMENTS: Inspect $58 i 0 REINSPEbTION FE EQUIRED (Prior to inspection, fee must be 'd at 6300 Southcenter Blv , Suite 100. Call the schedule reinspection. p Re -ipt No.: 'Date: 'Date: od Project -,7 (m ? - Type of Insp e /'va P/ i f v _Ay) Addr s: G 7 9a2 S / &/.s-/ Date Called: r ,%., Special Instructions: Date Wanted: 7� / a a.., • Requester: Phone o: /1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20 • )431 -36]0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: � ' jA2 /a 6 1/VOR ��� T of Inspection: FiOU�e ...1115 . K.1 Addr s: c Ms _ s //-' Date Called: Special Instructions: Date Wanted: 7 -/i- a.m. • Requester: Phone No a o — ZOO — 7 76 y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L 7O S PER (206)431 -3f 7 COMMENTS: Approved per applicable codes. Corrections required prior to approval. I lnspecto : Date: $58.00 REINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: G: ar �i�►'_"_� "�".� #..''��C� �,'rt�_�•.�... , ��,, s �. s- ..d,i�. s -ter _ ;. #�,y- -fir `'-7 Project f ytiQ ` /mss . Type of Inspection: 4J-L2 // z,vs v Address: L/9 2- / /e Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i)() 7 -05 / Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $58.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project � � lNU2 '0-5' . T ype of Inspection: ' /� / ,z iv Address4: / Date Called: 'COMMENTS: Special Instructions: _ 0.ate,1Wt gd: L . . Requester: P OD, —1 / e l 388 Ft per applicable codes. Corrections required prior to approval. 'COMMENTS: .�.. 1 hi // 1 INSPECTION NO. rERbt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Inspector: LJ $58.00 REINSPECTIO tirxf INSPECTION RECORD Retain a copy with permit 'Date: NO. 6)431 -36X0 EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenier Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Project: 71 %Ne 2 - 12 4s . Type of Inspection: .).-iiii/. G Address: y�v z S / 6 / s - f Date Called: Special Instructions: Date Wanted: 7- iD - a, m Requester: Phone No: D 6 -- Zoo — 77 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector; 4, / J 47,} e Add INSPECTION RECORD Retain a copy with permit Pee -e/ 1-t-rr /7 ?-1 V I Corrections required prior to approval. e /z4e4_ Date: 7 ( 206)431 -3670 El $58.00 REINSPECTI0I ' FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: Tit 44/N0I 2 g S• Type of Inspection: E GA Z MI 4 Address: Z /962 .5 /6 /.5 - 1 Date Called: Special Instructions: Date Wanted: "7-1)- 07 a.m. Requester: Phone No: O - 2 , 00- 776 4 / Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit .007 -0 / PE' 4 T NO '/ • (2.6)431 -3670 COMMENTS: ❑ Corrections required prior to approval. $58.00 REINSPECTION FE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: �u� �a� Type of Inspect io .,,� 1- 701 / � $ 6;7 _ Addre s Date Called: Specia Instructions: Date Wanted: c----2 p.m. Requester: Phone No:, 2 `y 7Z /*": E ION INSPECTION RECORD Retain a copy with permit INSP NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 proved per applicable codes. • • ❑ Corrections required prior to approval. COMMENTS: 1 7. _ El $58. I I. • INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: - • • Proj¢c . (�� Aral _ Type of Inspection: L //3 /e. // s(, 5 Address: Li fd Z S. /6/ Date Called: ---„ Special Instructions: Date Wanted: .m. Requester: Phon No m / 1� --24e,/,—• 74' • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (Receipt No.: 'Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit (206)431 -3 proved per applicable codes. ❑ Corrections required prior to approval. .00 R ' PECTION FEE REQUIRED. Prior to inspection, fee must be paid at . 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. Prq j4ct_ lyric., k74— ler . Type of Inspection: ss // 2 afrl td 144- 4.'-o Address:/ 1 92 5, iP-- Date Called: Special Instructions: Date Wanted: 4-2.-C---z97 O. Requester: Phone No: ZO6 7&a,--77 4/ • Retain a copy with permit INSPECTION RECORD INSPECTI • N NO. PEIIT NQ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 OMMENTS: Approved per applicable codes. El Corrections required prior to approval. El $58. INSPECTION j E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: T , r1 Ly ,v 07 P s, Type of Inspection: 1 0 h% S el ■A. 5 Address: Ci`702 , I6 ( 5 -I-- Date Called: Special Instructions: Date Wanted: Z 0—) �'a.m) p.m. Requester: Phone No: ZcDCo— 7cp 0_ i INSPECTION RECORD Retain a copy with permi INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: Sir 1-) 5 ,62o c, l-a /lG , Z� 4' frrA,-ro.ee p 4, 0 -74 r> /7 ( / �.r r / ,, '6 4-- to— /)'/ Cam- �v V ❑ Approved per applicable codes. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Corrections required prior to approval. ', Project: 7 a LI /1/410 62(-c, . Type of Inspection: . rm i 1/4...vt A 4 icx.) boa r Address: Hq0Z- • 1 W s-4 Date Called: Special Instructions: Date Wanted: ‘ p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /n4nvos/t/ dol,(4% - . e;ser Z7////h/ ,7 17/y )7( / oe-eil/e • 4/ • • spec r: At4"0 Date: 0- 7 El 8.00 REINSPECT! N FEE REQ RED. Prior to inspection, fee must be I—I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: -- T --- IIA1-0001Z. x-.0 Type of Inspection: 1 I NJ \.) Address: L-I S ileqS4 - Date Called: Special Instructions: Date Wanted: — 2- )-- 0 7 C;. ' ' Requester: Phone No: 2_53--(c6(9 — t c 73(._ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /1-101t1/) AP1/? 11,)fre cj ID I312 Z.O REINSPECTION 1,4A A. ef Date: 3- 2 7 e7 CTION FE REQUIRE‘. Prior to inspection, fee must be paid at 6300 Southcenterltvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: STRUCTURAL COMPUTATIONS FOR DAVID & JENNIFER TRA YN l7 R RESIDENCE ADDITION 4902 SOUTH 161 STREET TUKWILA, WASHINGTON 98158 FEBRUARY 7, 2007 FILE copy BY: SABCO CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON TEL: (425) 338 -0342 JOB # 20640 REVIEWED FOR CODE COMPLIANCE FEB 1 6 Z007 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF Tt." FEB 14 2007 Pc4-osI : DESIGN CRITERIA: CODE: WIND: SEISMIC: ROOF SNOW LOAD: ROOF DEAD LOAD: 2003 IBC 65 MPH,(3 SEC. GUST) EXPOSURE "B" SEISMIC USE GROUP I SITE CLASS D 25 PSF 15 PSF INDEX TO CALCULATIONS: GENERAL: G1- 62 LATERAL: L1 - L4 BEAMS: 131 - B1 JOB # 20640 HRH 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 338 0342 JOB: - ra A Y N oi2 (C: s. A t M SABCCO CONSULTONG ENGINEERS IINNC. SUBJECT: W 1H D 5&1 c.. DATE: POW L 1 G BY JOB #" Z 0 6 Al 0 SHEEP # KYS 1-1/4/* 44' ■4 29/32' 21' -04" 44' - 29/32' 94" 734' 314' 1• - r , r - r - r , r - fr - r , r - r / I - 4' -0 AAA ' I1:-P 1 -21( 11 Q1 /3 " 3K "11 %" 9' -6 5/32' ', .SfTBClJ SAECO C 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL / FAX: (425) 338 0342 JOB: TtAW/h10 '� t;e..S ADD 1Ts -)/v NSULTONG ENGOIf11 ERS SUBJECT: S&/S DATE: A tr I Ira BY KYS JOB#: 20 6 'F SHEET; L1 ' P. I F53 0 P.5 C1. ) ( J.") ):(13. -13.74 P.Sr F = IS Vc PsP 1 S t B, Tti c 5 'L) z .G.A �y y z 13 AS PsF ( 5 - B.54 (41 561$M1c FoRCt S ;_ (1_2_) S WP R (1 } no (15 ). ' ) . 7 1 - 4 e : . .y_ y 2e4zioi./ .5 ) 3 Wi e/ . l'a'ces 6'ov-4.MS IN r3° EXPO 5v lee 5 ( s,wc GRo vP Z 517cs Ct..1 5S _ D R= 6.5 S p = GO M 51)s =V3) Fa ,s Ps 0.0) (t. s) SDS = t.Q .s:Ar6CL7 JOB* rtEQ•41' Not RtS. AOOPrs SI[ CO CONSULTING ENGINEERS ONC. SUBJECT: WI 44 4 S tS M% C 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 338 0342 DATE: f tP p I L I t, 06 BY KYS JOB#: lib 4 u SHEET # L3 Vcr# .s /11 TNe x' -k ke -r, o t Fe rt SM t L -*t - . A7 MAW 4.o"._ 2.3..) Sores .)r -Gd P.S. K$. P�NSL.' SAGO C 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 338 0342 ©VV72 r ii T )( ) P= 05)O )O) C��a). �e1" P o• ( 1.32 _ 0 41 JOB: Tt2aY N24. /oot74 , ti NSULTING ENGINEERS INC. SUBJECT: W% N[ SeJs.f4rc M o-r- (0- 1.2 I r r (� s) )(2 3 '% (. MoT - M2 /}2 M VSO cAl DATE: AP 1261 117 a 6 BY KYS JOB#: 20 6'f -7 SHEET # L1 "tL P G./ / . t•33 1 . o ..o2,7 '' ) 0. r)(2_3.) ShIi Ps M 1 fr! SARCO CONSULTING ENGINEERS 2200 Merchant Way Everett, Washington 98208 Rev: 580004 User: KW-0605036, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description TYPICAL HEADER AT ADDITION(ROOF FRAMING) General Information Section Name 4x8 Beam Width 3.500 in Beam Depth 7.250 in Member Type Sawn Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Full Length Uniform Loads Center DL 233.00 #/ft LL Left Cantilever DL #/ft LL Right Cantilever DL #/ft LL Summary Span= 4.50ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max. M allow lb 615.20 psi Fb 1,345.50 psi Deflections Center Span... Deflection ...Location ...Length/Defl .xw" ■naseuw+ aw -aw+: e. ■66+a66.446 - wi ov_mrwtc7 .v5+.a.:wa *ata....?fsa . nw :atv uas-:v: x -.a:. Dead Load -0.012 in 2.250 ft 4,467.2 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.018 in @ Left 0.000 in @ Right 0.000 in Stress Caics Bending Analysis Ck 31.887 Le 0.000 ft Cf 1.300 Rb 0.000 Max Moment Center 1.57 k-ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft c Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Scope: BEAMS General Timber Beam Title : TRAYNOR RESIDENCRE ADDITION Job # 20640 Dsgnr: KWALED Y. SABRA, P.E Date: 3:56PM, 13 APR 06 Description : GRAVITY Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 4.50 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft 388.00 #/ft #/ft #/ft Beam Design OK 0.457 1 1.6 k -ft Maximum Shear * 1.5 2.1 k 3.4 k -ft Allowable 5.3 k 1.57 k -ft at 2.250 ft Shear: @ Left 1.40 k 0.00 k -ft at 4.500 ft @ Right 1.40 k 0.00 k -ft 0.00 k -ft 3.44 fv 82.60 psi Fv 207.00 psi Reactions... Left DL Right DL 2aSfl i.. V616, +:R!'v ,awnew 46W:G6 : T.. 'F *WV i.".tll•' &Ma . S;Kn.Sdn fiY'r!M1.vY Left Cantilever... Dead Load Deflection 0.000 in ...Length/Defl 0.0 @ Left Support 2.10 k 10.125 in2 207.00 psi Total Load -0.032 in 2.250 ft 1,676.11 Right Cantilever... Deflection ...Length/Defl Sxx 30.661 in3 Area 25.375 in2 CI 1397.249 Sxx Req'd Allowable lb 14.02 in3 1,345.50 psi 0.00 in3 1,345.50 psi 0.00 in3 1,345.50 psi @ Right Support 2.10 k 10.125 in2 207.00 psi 1.40 k Bearing Length Req'd 0.639 in 1.40 k Bearing Length Req'd 0.639 in Camber. @ Left 0.000 in @ Center 0.018 in @ Right 0.000 in 0.52 k Max 1.40 k 0.52 k Max 1.40 k calc.ecw: Calculations Total Load 0.000 in 0.0 0.000 in 0.000 in 0.0 0.0 39 /a I. REVIEWED FOR CODE COMPLIANCE p nnofUc0 FEB 16 2001 Energy Res Submittal Forms /411 teat Types 05-18,2002 2001 Washington State Energy Code 2000 Ventilation and Air Quality Code Energy- Residential Submittal Forms: All Heat Types Alternative formats available upon request APPLICANTS NAME: Pos. vII> k Fr Nt FEB- - Tt24.`/ No[ City Of Tukwila - .. BUILDING DIVISION . Fii col v Energy Residential Submittal Forms: All Heat Types GENERAL iNFORMATION CHECK THE FOLLOWING: JOB TYPE Q New OCCUPANCY: fir Single CI MuM4andly 0 NumbergftUnits: Family Number of Bungs: f: HEATING FUEL: CI Electric 0 LPG (Propane) E' Gas 0 Other Fuels HEATING SYSTEM: E(.Forcel Air p Room Heaters Cl Hydronic CJ Other Er Adon 0 Remodel 0 Conditioned Sgfj.. WHOLE HOUSE VENTILATION SYSTEMS PLACE A CHECK NEXT TO THE 'WHOLE HOUSE VENTILATION SYSTEM' THAT WILL. BE USED: p inlerndttent whole house ventilation using exhaust fans. iFORM: # ViAQ 2n NOTE Exhaust only ventlation systems do not recpsire outdoor air isms If the home has a ducted forced air beating system that communicates with all hamble rooms and the Interior doors are undercut to a minimum of 34- inch above the surface of the finish floorcoverntg. • Intermittent wide house ventilation integabd with aforced-air system. RM: 4 VIAL) 3} CI I tern�antwhole house v a on using as sapptyf n. „_: # MALI 4s O intematent whole house ventilation using a heat recovery ventihdbn system MONAWAI2 p Embalmed whale house venMation system* domed in cxxnpliance w) section 3O2. WAC 61 b athroom, water dose!, laundry man. Indoor swimmi gpoOi. , � where ex esswatervaporcr cooking odor Is EXEMPT FROM WHOLE HOUSE VENTILATION SYSTEMS IF APPLICABLE CHECK ONE OF THE FOLLOWING: Ise Building additions with less than 500 square feet of cceditioned floor ate. p Replacement of air- hanGMgtcomditianirig equipment without alert or repairing the associated air disbbutbt system. VAPOR RETARDER PLACE A CHECK NEXT TO THE TYPE OF 'VAPOR RETARDER" THAT WILL BE USED: FLOOR: 0 4 mil Poly 0 Face Stapled Backed Baas LS( ExL T &G Plywood WALL: CI 4 troll Poly 0 Face Stapled Badted Batts ' PVA— Paint CEILING: 0 4 mil Poly CI Face Stapled Backed Bads PVA Paint Energy Code Changes Effective July 1, 2002 CITY O F F TU ' " 4 ' °r4 tFEB 14 2007 PERMIT Lc.:: A ,4- PC4 0. g I CHECK iOne • OPT I ' OPT II' OPT HI Footnotes 0 a :el Glazing Maximum Unlimited % of floor area 1 15% Group R-3 Occupancy onV V Glazing 0.35 0.40 Overhead r „ G lazin g 0.58 0.58 Door U- factor' 020 0.20 (or R- factor) (R-5) (R-6) Ceilings: Mb attics R-38 R-38 Vaulted R-30 R-30 R-30 14 1 111 I ra ji Walls: above grade' grade below inferior or R -15 R -15 R-21 R-21 R-21 R-21 exterior R -10 R -10 R -10 Floor:' R-30 R-30 R-30 Slab on grades R -10 R -10 R40 2001 WSEC Chapter 6 Qualification Form Zone t Residential Prescriptive Oplions for All Heat Sources " Instructions: 1) Carefully review the requirements for eacti of the cptions below. Choose an option that best suits yotr dwelling design. Glazing percentage typically determines which opilon to choose. Your building must match the selected option requiremerds without exceptions or suite 2) Check ! the 0 above the requirements of your option. lYisregard components or equipment that do not triply b your project, Your permit will be processed we artment staff can help you with general questions about this form Can't Comply? ff none of the Prescriptive Performance (tom 5) Approach. The main advantage is all maximum value isn't exceeded. Note that the Componei Performance requirements are no less stringed than the Prescripfive requirements. Calculations may be performed with a 2001 WSEC Chapter 5 Resklential Qualitication Form, or by using an acceptable con x*er program such as WATTS Energy Code Changes Effective July 1, 2002 Energy Res Submittal Forms AR Heat Types b-res- heatatl.pdf 05-16 -2002 Page 2 of 4 Sight Schedule I AREA x U- factor = UA Value Location (room) Frame Type/ d of Panes Manufacturer & Model it (mown) germinal Source of tt•acfor size tom) Otretttity Area (ft2) U4actor tiA Value , / Total Skylight Area: I Skyl ght / IA: i 2001 Residential WSEC Chapter 6: Window, Skylight and Door Schedules i Instructions: If you are using the prescriptive approach option 1 or 2 NI out the window and door schedules. Use actual NFRC tested U4actor data whenever possible, or use the appropriate WSEC Chapter 10 default table. Use the Glazing to Floor Area Calculation to determine the your particular Prescriptive Option. Wiindow Schedule (include sliding glass doors) LoCation () Frame Typel I of Panes Manufacturer & Model (If known) List R,+encet Source of U-fact r 0 Size thaw) AREA x U- factor = UA Value Quantity Total Window Area: f Area U t i I Glazing UA: (IA Value Energy Code Changes Effective July 1, 2002 Energy Res Submittal Forms All Heat Types b- res- heatalt.pdf 05-16 -2002 Page 3 of 4 2001 Residential WSEC Chapter 6: Window, Skylight and Door Schedules AREA x U VALUE = UA Value Single ilanufa turedllodel Size (Maw) Quantity A Door rea: U UA Pane? s Value NOT b Floor A Window Area (as described in footnote #3) angst not exceed 1% of the Boor NOTES SM. rcs 4 Area) + Area = % Offiridow AreaA � • ♦ Door � *Single tars Area Garden •- °la we Average car« !tadons Total Window UA + Total Window Area Total Skylight UA + Total Skylight Area Door t Total Door Area o t:. or Door Uo Glazing Uo Glazing Uo Total r --- -- . 2. one SWINGING DOt3S, whether glass (such as a glass ss F re n ch d oor �f WSEC Table 10-6A, B. C, feet or less. may be fro excluded floor/glazing area opaque (such weighted panel door). of 24 square the top foe of the Door Schedule for the one swinging percentage calculation and the door weighed average l! On ' door (NOT a slider) you wish to exclude from your calculations. S. WSEC requires that single pane g and vinyl or wood framed double glazed tam windows be doubled for the glazing to toot area percentage �o or less may be wood or vinyl framed double glazed garden window area is re-added to this equation- Skylights omitted from this calculation. i 2001 Residential WSEC Chapter 6: Heating Systems Sizing i Ef Prescriptive Heating System sizing: • Electric Resistance (Baseboard ! Unit Heaters) — Conditioned Square Footage X .005882 = KW Output. Maximum 1 Conditioned 2.g 300 Maximum Btu Output • Other Fuels — Conditioned Square Footage X 20 = i in Heating system sizing to be determined by an analysis consistent with section 503.2, WAC 51 -11. NOTE: Sizing limitations and exceptions shall comply with Section 50322. WAC 51 -11. Energy Code Changes Effective July 1, 2002 Energy Res Submittal Forms All Heat Types b- resfieate0.pdf 05-16 -2002 Page 4 of 4 MiTek' POWER TO PERFORM.`" Re: G06058 (cgr) TECHNIQUE CONST / TRAYNOR The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by BMC West - Tacoma, WA. Pages or sheets covered by this seal: R25999509 thru R25999509 My license renewal date for the state of Washington is August 1, 2008. July 16,2007 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -2002 Chapter 2. RECEIVED JUL i i' 2007 DEPARTMENT WEST, Tacoma WA 3x8 MI120 = LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 8.2-3 6-2-3 8-0.9 S9 5-0-9 LUMBER TOP CHORD 2 X 4 HF/SPF 1650F 1.5E BOT CHORD 2 X 4 HF/SPF 1650F 1.5E WEBS 2X4HFStud 3.95 12 2x4M1120 - ' REACTIONS (lb/size) A=976/0-3-8, 58 -8, E =113210 Max HorzA- 41(load case 3) Max Up60Ae905(load case 3), E=- 445(bad case 3) 11 -9.4 5-7 -1 4x4 MI120 = Plate Offsets 0(,Y): [8:0-0- 0.0.0.01. LC:0-0- 0.0-0-0). (1):0-0-0.0-0-01.1E:0-0-0.0-0-01 BREAKS H 3 FT. SCABS EACH FACE G 4x4MI120= 15.5.15 7-5-7 17-4-5 5-7-1 4x4 MI120 = GENERAL REPAIR NOTES: 1. THIS REPAIR IS FOR (2) BREAKS AS SHOWN. 2. ATTACH 2X4 SCAB ( HF/SPF 1650 1.5E OR BETTER) TO EACH SIDE OF TRUSS WITH 10D COMMON NAILS ( 0.148 "DIA. X 3.0 "LGT. ) t@ 6" O.C., 2 ROWS AND CLUSTER WITH MIN. OF NAILS SHOWN. FORCES (b) - Mandmum m Tension CHORD A- B=- 2292i736, B-C=- 20281862, C43=-2011/634, D-E =2291/703, E- F=0/39 BOT CHORD A- 1=-603 /2121, H-1=-343/1456, G-H 343/1456, E-G= 568/2107 WEBS B-1= 399 / 215, C-i - 164/634, C-G =127!614, D- G=-396/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=258; TCDL=42psf; BCDL- 3.0psf; Category II; Exp C; endosed: C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. chord 3) This truss has been designed for 8 10.0 psf bottom live load nonconcvnent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) This truss Is designed in accordance with the 2003 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. RECEIVED JUL 17 2007 BUILDING T a .kd 132005 Mill Mhdwtrtas, Inc. 23-9-4 8-3-5 23.9 -4 6.4-15 Weight: 78 lb 3x8 M1120 = I 25-- 2-0-0 Scale = 1:43.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inch YES Code IRC2003/TP12002 CSI TC 0.36 BC 0.55 WB 0.24 (Matrix) DEFL In (Ioc) Udell lid Vert(LL) -0.13 0-I >999 240 Vert(TL) -0.34 A-I >828 180 Horz(TL) 0.08 E n/a n/a PLATES GRIP MI120 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-1 cc puffins. BOT CHORD Rigid ceiling directly applied or 9-15 oc bracing. I EXPIRES: 08 -01 -08 July 16,2007 WARD@ le - To1/r dee11nlaoetes and MKSD NOM ON 5568 MD AOLIIDED SEITSE NJOINONCS ?AOda1T473 IVlORS Das. Design void for use only with MITek comectors This design Is bated only upon parameters shown, and b for an iclvIdud bulling component. Applcablily of design paomenfers and proper Incorporation of component Is responsWlty d buldfig designer-not bus designer. Bracing shown b for lateral support of Individual web members only. Addisond temporary bracing to insure stctity during construction h the respasbilMy of the erector. Additiond permanent bracing of the overat structure is the responsibIlly of the building designer. Far m i guidance regarding fabricof on, qualify control, storage, delivery erector and tracing. consult AM t a AMA/TIM Quality Weft 141134 d BCfl1 Bulking Component Safety Information avdhhle horn Tess Mate Institute, 583 bOnohfo Drive. Madbon, WI 53719. ,orrs ,o ,swrmra . 7777 Greenback Lane. Suite 109 Claw Heights, CA, 95010 Truss Truss Type t (cgr) TECHNIQUE CONST /TRAYNOR 825999 T02 COMMON Job Reference (cetionan -- -- -...-- •-- -- - - - -- WEST, Tacoma WA 3x8 MI120 = LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 8.2-3 6-2-3 8-0.9 S9 5-0-9 LUMBER TOP CHORD 2 X 4 HF/SPF 1650F 1.5E BOT CHORD 2 X 4 HF/SPF 1650F 1.5E WEBS 2X4HFStud 3.95 12 2x4M1120 - ' REACTIONS (lb/size) A=976/0-3-8, 58 -8, E =113210 Max HorzA- 41(load case 3) Max Up60Ae905(load case 3), E=- 445(bad case 3) 11 -9.4 5-7 -1 4x4 MI120 = Plate Offsets 0(,Y): [8:0-0- 0.0.0.01. LC:0-0- 0.0-0-0). (1):0-0-0.0-0-01.1E:0-0-0.0-0-01 BREAKS H 3 FT. SCABS EACH FACE G 4x4MI120= 15.5.15 7-5-7 17-4-5 5-7-1 4x4 MI120 = GENERAL REPAIR NOTES: 1. THIS REPAIR IS FOR (2) BREAKS AS SHOWN. 2. ATTACH 2X4 SCAB ( HF/SPF 1650 1.5E OR BETTER) TO EACH SIDE OF TRUSS WITH 10D COMMON NAILS ( 0.148 "DIA. X 3.0 "LGT. ) t@ 6" O.C., 2 ROWS AND CLUSTER WITH MIN. OF NAILS SHOWN. FORCES (b) - Mandmum m Tension CHORD A- B=- 2292i736, B-C=- 20281862, C43=-2011/634, D-E =2291/703, E- F=0/39 BOT CHORD A- 1=-603 /2121, H-1=-343/1456, G-H 343/1456, E-G= 568/2107 WEBS B-1= 399 / 215, C-i - 164/634, C-G =127!614, D- G=-396/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=258; TCDL=42psf; BCDL- 3.0psf; Category II; Exp C; endosed: C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. chord 3) This truss has been designed for 8 10.0 psf bottom live load nonconcvnent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) This truss Is designed in accordance with the 2003 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. RECEIVED JUL 17 2007 BUILDING T a .kd 132005 Mill Mhdwtrtas, Inc. 23-9-4 8-3-5 23.9 -4 6.4-15 Weight: 78 lb 3x8 M1120 = I 25-- 2-0-0 Scale = 1:43.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inch YES Code IRC2003/TP12002 CSI TC 0.36 BC 0.55 WB 0.24 (Matrix) DEFL In (Ioc) Udell lid Vert(LL) -0.13 0-I >999 240 Vert(TL) -0.34 A-I >828 180 Horz(TL) 0.08 E n/a n/a PLATES GRIP MI120 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-1 cc puffins. BOT CHORD Rigid ceiling directly applied or 9-15 oc bracing. I EXPIRES: 08 -01 -08 July 16,2007 WARD@ le - To1/r dee11nlaoetes and MKSD NOM ON 5568 MD AOLIIDED SEITSE NJOINONCS ?AOda1T473 IVlORS Das. Design void for use only with MITek comectors This design Is bated only upon parameters shown, and b for an iclvIdud bulling component. Applcablily of design paomenfers and proper Incorporation of component Is responsWlty d buldfig designer-not bus designer. Bracing shown b for lateral support of Individual web members only. Addisond temporary bracing to insure stctity during construction h the respasbilMy of the erector. Additiond permanent bracing of the overat structure is the responsibIlly of the building designer. Far m i guidance regarding fabricof on, qualify control, storage, delivery erector and tracing. consult AM t a AMA/TIM Quality Weft 141134 d BCfl1 Bulking Component Safety Information avdhhle horn Tess Mate Institute, 583 bOnohfo Drive. Madbon, WI 53719. ,orrs ,o ,swrmra . 7777 Greenback Lane. Suite 109 Claw Heights, CA, 95010 ymbols PLATE LOCATION AND ORIENTATION 1 3/1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff- in- sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'ns' from outside edge of truss. ' Plate location details available In MITek 20/20 software or upon request. PLATE SIZE 4x4 LATERAL BRACING LOCATION BEARING 0 - This symbol indicates the required direction of slots in connector plates. The frst dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Indicated by symbol shown and /or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. or 0 U O 8 Numbering System 1 6-4-8 dimensions shown In ft-in- sixteenths I (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 7 PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 95-43, 96-31, 9667A NER -487, NER -561 95110, 84-32, 96-67, ER -3907, 9432A 3 6 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WERE ARE IDENTIFIED SY END JOINT NUMBERS /LETTERS. 5 0 o! 0 U a- O © 2006 MITek® All Rights Reserved MIMI MiTek' POWER TO PERFORM. Mask Engineering Reteronce Shoot: MII -7473 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSII . 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed My. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected frogs) iLL1 the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shal not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shah be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Instal and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quaity Criteria. g.I� iliih ymbols PLATE LOCATION AND ORIENTATION 1 3/1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff- in- sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'ns' from outside edge of truss. ' Plate location details available In MITek 20/20 software or upon request. PLATE SIZE 4x4 LATERAL BRACING LOCATION BEARING 0 - This symbol indicates the required direction of slots in connector plates. The frst dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Indicated by symbol shown and /or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. or 0 U O 8 Numbering System 1 6-4-8 dimensions shown In ft-in- sixteenths I (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 7 PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 95-43, 96-31, 9667A NER -487, NER -561 95110, 84-32, 96-67, ER -3907, 9432A 3 6 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WERE ARE IDENTIFIED SY END JOINT NUMBERS /LETTERS. 5 0 o! 0 U a- O © 2006 MITek® All Rights Reserved MIMI MiTek' POWER TO PERFORM. Mask Engineering Reteronce Shoot: MII -7473 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSII . 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed My. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected frogs) iLL1 the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shal not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shah be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Instal and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quaity Criteria. / 30 7 - P/ /440k-- %Z4'5 /'v 7;71" � . Q - i'ER% / JUL 0 610071 O 'ELOPZ T • ,e /7 2- s r /-©7.7,✓4, o il 7-G1,QG. // t % :3 d ttr i 10 9 47 4,ki a `722 .. " - A/4-y 077"/4, ACTIVITY NUMBER: D07 - 051 DATE: 02 - -07 PROJECT NAME: TRAYNOR RESIDENCE SITE ADDRESS: 4902 S 161 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Q 4g �) L.15421 B uilding Division P I A /44- 211 lic Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑" 1 Comments: PERMIT COORD COPY` PLAN REVIEW /ROUTING SLIP • if t- K 67 Fire Prevention Incomplete .�( 01 Planning g Divis on Permit Coordinator ❑ DUE DATE: 02-15-07 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 2 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Approved with Conditions No further Review Required DATE: DUE DATE: 03-15-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License TECHNCI066DM Licensee Name TECHNIQUE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601530755 Ind. Ins. Account Id Business Type CORPORATION Address 1 3332 PARK AVE N Address 2 City RENTON County KING State WA Zip 980561915 Phone 4252551716 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/14/1994 Expiration Date 3/27/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date JOHNSTON, JEFFREY A W 01/01/1980 SCHOLL, GARY B 01/01/1980 JOHNSTON, BERNARD W 01/01/1980 JONHSTON, GWEN I 01/01/1980 Look Up a Contractor, Electric ;an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TECHNCI066DM 02/26/2007 SHEET TITLE SPI SITE PLAN 1 FOUNDATION! MAIN FLOOR 2 FLOOR 4 ROOF FRAMING 3 ELEVATIONS, DETAILS, 4 SECTIONS Si STRUCTURAL DETAILS 4 NOTES 52 STRUCTURAL NOTES E DETAILS % • • • N 0 z 3- ' -9 %f: 5 88 ° 42'38" E 95.00' 20' -2 29/32" BUILDING OUTLINE EXISTING GARAGE 44 29/32" O \ --DRIVEWAY—\ • L.• 1 olgrat 14C-EA 0 24' -2" EXISTING HOUSE / / / / , / - PROPOSED ADDITION / //1 " SOUTI -1 161st STREET STOOP CNN DOOR J'_ E Sc - a ^.LTC - i+P TO 2011 stc EXISTING F :RE NYD:2ANT O In 0 0 'APPRCVED FABRIC FENCING I I I I I ADDRESS OF PROPERTY: 4902 SOUTH -I 161st STREET TUKWILA, WA, 98188 ADDRESS OF OWNER: DAVIT) 4 JENNIFER TRAYNOR 4902 SOUTH 161st STREET TUKWILA, WA, 98188 LEGAL DESCRIPTION: LOT 15, E3LOCK 5, MCMICKEN WEIGHTS DIVISION NO. 2, ACCORDING TO TILE UNRECORDED PLAT THEREOF. PARCEL NUMBER: 5319800221 * SITE PLAN SCALE: 1" = 10' • • EXIST MAIN FLOOR: 1011 SQ. FT. NEW MAIN FLOOR: 144 SQ. FT. GARAGE FLOOR: 489 SQ, FT, TOTAL FOOT PRINT = 1104 5Q, FT, LOT COVERAGE IS 192•o OF 8,592 5c{Ft (0.2 acres) TOTAL YARDS OF REMOVAL FOR THE NEW ADDITION = 13.34 CU. YDS. +/- Permit No. • Flat review c. -oval Is subject to ermi and ° M a d d ci c_:1•.b. e does not authorise horise a violation cr r..ny rccepied code or ;C y� .... isadcow SEPARATE PERMIT REQUIRED FOR rMechaniail ffeectrical fikInftlg cd aty of lbkw�'la BUILDING DMSION / 1 ' 4 " : FEB 1.1 at? i txhIE11 r wawa mu= I REVIEWED FOR CODE COMPLIANCE � n•wniwI:n HO 1 6 x007 c h i ..� ` ity Of Tukw d DUILWING DIVISION No changes shall be made to the scope of worst without prior approve! of Tukwila C +uU ing I NOTE: Revisions will require a new plan rub.miltat and may include additional plan review fees 170- • • REvisicNs: I-. hi hi ft co (l �+ 00 0 C a' c� w. ;* o : O !- co wit 0 0. 0 ▪ cwo QZ »J r C 0 03 �- c =Q mo o - = o ft . 2 Q�E Jags o c s a .a as 4 gaggiNC e 2Z -° °mo ecaalO on ci c 22 4Z-1 m a0 :LB a :0ac5 E :eg$s1 - 0 gv 3-.;! o _ a ° c s 0go2 0 c`l.a2 as ~mod :: - ▪ ctvlsh =- 00-0 : _ 000 0 - w,.-es a E w $ a olio aa3 fldd� :713 .' t.E !.a tits .E. is xia G%!Bi C. rEiRc .LE Om. 2os- sss fig 70434■b441 :Qsvt S1- r .ce., 0 0 04 QA DAB_ =0,-441- SHEET COVER / SITE PLAN I switch 3 way I outlet I dimmer switch new smoke detector I electrical panel I wall mount 2 chandelier ceiling light I ELECTRICAL _. ..1 - 4. -- W N t0 COUNT IS' A k 115V 411 9V I O O 0„,,, 00 O SYi" I ail • uon,;08 M M ,� 0 -4 m N C3 3 0 , t I O z v -1 113 2 : ," 1 2 10d m o§)6, � d g �m z — A z �m� pR V' 2, 0 ")mm O >E � z � � ZPr � �' .gym rnm � •.. i - - m X z tcp 414 o � X z -- 11 i t mt 0 z P � ern 0 - in r-• r E r r r N r N X : X r- - - rn o -rt X O 0 E r r rrt 0 0 r 9 70 m r r r m G� m z 0 m 70 f 0 N z r^ V• N 8 m — t.6 N0 0121. z 0 u 0 , z c g 3 d — z< o go m -z., < rnmz 12 2-<.x) rn N m �? � l V � � m ao OT Xw 6)(11 03m� T"' • z 0 rn z r z b t w 0 tJ v z > W � u w ra D A R z / • • • • i 1 1 I 1 1 4 b = 3` -0 ■ / Pi Every effort has been mado to ovoid Inocouracy In the preparation of these documents, howevor MARCILLE BUILDING DESIGNS cannot guarantee against human order. It Is Iho obligation of the BUILDER and the OWNER to chock ail dimensions and details and to verify tho oamo and to be responsible for the somo. Thoso documents oro the proporty of MARCILLE BUILDING DESIGNS and oro mode for Iho purchasor for a ono timo use for single propel. II +s prohibltod to modify or change this document, without the potmission of Iho MARCILLE BUILDING DESIGNS and Is a violation of Washington Slate Law and subject to Legal Action. 1 NEW ADDITION 4 -0" NEUJ ADDITION I• El) x 3'i 24 4 x 4 4'4" x 4' -0" 4 ' -0 " x 4'-O" G ■ GAS EXISTING BUILDING EXISTING, BUILDING r C 6 4 ' z © to EI C 51' -1048" / 50 -2%" 50' -2%" 51' -1046" VERIFY EXISTING 26' -OW" / 24`- 1•T 26' -Olt" li 1 -2 " 70 A Z � 0 m r o 0 F -"s 0 -17, NEW RECESS LIGHTS GAS A • ® : I I 4 " X a" Ia17R OF • ► cDE 0 0 REMODEL FOR: DAVID & JENNIFER TRAYNOR 4902 SOUTH 161ST STREET TUKWILA, WA. 98188 () COPYRIGHT 2007, MARCILLE BUILDING DESIGNS. ORIGINALS AND COPIES OF THESE PLANS INCLUDING ANY SPECIFICATIONS, ARE COPYRIGHTED. SUCH PLANS & SPECIFICATIONS & THE COPYRIGHT ARE THE PROPERTY OF THE DESIGNER & ARE NOT TO BE REDRAWN, TRACED, OR REPRODUCED IN ANY MANNER BY ANYONE FOR ANY PURPOSE. & THEY ARE NOT TO BE USED OR REUSED BY ANYONE FOR CONSTRUCTION OR OTHER PURPOSE WITHOUT WRITTEN PERMISSION FROM MARCILLE BUILDING DESIGNS. s • • EXISTING 4 CONCRETE SLAB • :I I ' EXISTING BUILDINCs$ NEW ADDITION I I III i fi III I I: 'I! i F +I ! I I' . I r fl' II I I II IIt + + i iI IIt It 4t i i� : It :Fi - 4- {P . 'II It :I TV . I I I I r il- i iI III It SF ft 'FI i l� :FI- ft : I I It C15 ft :II I I: t- i is :F :II I I, C IF r is II I I Ft- Ii: II c I IF 41: I 0 I I: W 10.- i i It It= O ft F It IF rfi r I I I IF \° r i I I It FF ft II / Ip W II It IF 3 ;i. it \ I I IF r is 11 I I' II- y i 11 \ II IF - Tit II .1 I; FLOOR CONSTRUCTION: 9.5 TA 170 • teo /c (USE ONLY TJI r'A*DE BY TRUS JOIST A ILEYERHARIS NESS) WITH TOP NOJNT HANG ERS SalPSON 1TT2[/9.5 FOR PR JOIST: 5� TYP MOOR NOTE ON BEET 5?: R-30 IVNSULATION. FLOOR JOIST FAMING PLAN W t 4 = r -o ' s - , • • BUILDING LINE (TYP) 24" OVERT -IANG LINE (TYP) EXISTING IBUILDING __ NEW ADDITION • ROOF FAMING PLAN 0 . I SCALE: 1/4' = f -o' GABLE VALLEY MANF. TRUSSES e 24" O.G. VALLEY VALLEY RIDGE I J I . . IS I . GIRDER TRUSS IF REQUIRED RIDGE GABLE i REVIEWED FOR CODE COMPLIANCE FEB 1 6 ?ON r City Of Tukwila . BUILDING DIVISION z a 5 m 0 x IF- ID X UI O I- A 4 UI z • D r`'r'' r ;l1` , r�/, FEB 1 1 2001 -c• -.ti °I i Aff REVISIONS: TYPICAL TRUSS ROOF: #235 A5PI -IALT 51- TINGLES OR SEE PLAN; 15• SAT. FELT: SEE SHEET SI FOR ROOF &I4EATI -ZING NOTE (ENGINEER PLANS); 2x8 BLOCKING AT PEAK; WAS1 -# STATE ENG. STAMPED, PRE- ENGINEERED TRUSSES • 24" O.G.: 2x4 TRUSS BRACING: DESIGN PER "THE TRUSS COMPANY" OF SUMNER; R -38 BATT INSULATION; 5/8" GYP. BOARD TAPED, SANDED, ' Februm9 ca, 200+ t TEXTURED, I CT. PRIMER: 1 CT. CEILING PAINT. SHEET :s... s.: s 4ssA .:a urn GM.B c- r-wTr _E arms 206 .vo wecollmsces DRAWN BY: GCri JOB DER: 00 RA DATE: 2 • a EXISTING BUILDING NEW ADDITION * WEST ELEVATION z • TCP Cr PLATES TOP OF SU FLOOR SCALE: 1 /4 = 5 P OCR I ') GROUND COVER Cw._ 5 !CE Ce_,ECQAY,.E i'l m TO 1: Ws 0= STT,J'i.. S I. BOG ?OL r rtX r2 OdEFL.:.• BCT_ C= FT!s. Ls J07S LE COLN SCOT NS TO &SLR CAL SC:- (5E FC.- NDl.TCti PLAN rat SIZE • s-E c.:) ROOF CONSTRUCTION SEE ROOF FRAHM SOW 2 24• oft Ufl 1 ROOF SIISATNNG PER TYPICAL ROOF SNEATIBIG BEET SI: 2 LAYERS BASE SiGET ISLE SAT FELT: ROCFr,4 (SEE aaa"VJ: AT COLD* 5W GYP_ BD TAPED • TE GIBED TO MATCH 1 CT PVA PRC.BR: 1 CT CEQING PAINT. 1 1 1 1 1 1.1lu1 I I i I I l i l l l i 111r; 1I1I' I1I1I' II IIIIIIIIIIIiIIIIIIIIIIIiIIIIIif iiii1! :s FLOOR FINISH s= TYPr-LL R.00R SEAT - 3 5:. G_t.c2' NAtaM0 TO J005T 5: Q -30 NSUL ATICN: SB G.W.B. CE LNG R 38 Ml?J1TIC!1 SEE MEV. ROCF VENTILATION 1:300 OF THE INSULATED CBLN AREA 1 -ORII Y DISTRIBUTED: CCNTI•JOII5 RbfsE VENT • SCREWED BI 3LCCK VENTS. 2 SLM- FASC'A 4. CAA A9.S. FOOMG OR AN 74.E tl. s GRAVE- CCVE2 2• SCREENED BIRD BLOOM!. SOFFIT NOTES PROVIDE: t/2 CCx PLYUIOGD wil GOOD SCE DOM ON ALL EXPOSe. D SCFATS AND RAKES. CLIP ALL NAILS OR STAP.ES IN THESE AREAS. PR:CR TO PRIMING AND PAINTING. NO AC TIONS_ EAVE PROTECTION YdW.36 WOE t EASIMEED ALONG TIC PITCH ATE 12 FROI1 MADE FA E OF STM. P ASttR HORIZONTALLY. GUTTER • , L S Fe $N AS PER B.EVATIONS. WALL CONSTRUCTION: x & MI1= •2 silos • le o1G S> ATI ] FEQ CALL 5 4EA 4 NG BO St TYVBG HOUSE I A° CR EQUAL. SIDM POI PLAN (V CTS LATEX HOUSE PANT_ S(TEQ'•OR R•21 BA TT T eiStLATION 112 GYP. BD.. rA P2D AND MOMS" A) CT FR ra2_ t2) CiS I\TB2ICR X055 P.sJNT. P T. U CD S&L PLATE FASTF.NW TO FOADATICN CALL FER SIZAI MLL 5O. WILE 5 T Si AND PROVIDE CAULKING OR GASKET een:. EN PLACE I FGLNDAT al WALL SLCPE C-RAE A:.•Y r>ZO:: MCC,. FOUNDATION POLE N PLACE CONCTE FCLADA ION I'=LL (5= FO.NDA CN DIAL 1*5 51) DRAINAGE LAYER (IF REQUIRED) .I•sk y•• r.I■WeA . FEER Z.-AU-AWN WITH A DENWTY CF NOT LESS a..01 3* LBO FT. CR t. t OF ME GRA.. J_..R :..G; RI=L OR A 13J1.E -C. APPROVE: D.�•.1!' ,C LAYER Y.x.:erAL CRAM SPACE $ i' :N Cl. - aBi s :1Oi LESS THAN ' X 24' FRAME WALL SECTION - CAWL SPACE SCALE: N.T.S. It .1 APPROX. GRADE LINE EXISTING BUILt ING NEW ADDITION C ` • SOUTW ELEVATION f SCALE: 1/4" = 1 R - 38 a CEILING I LI1 I L III r l 1 1 I It 1 Il l�1 I I I Ii♦ i it 11!11 i1: i 1 • BUILDING SECTION "A -A" SCALE: Imo = 11-0' • • FANCY BUTT SHAKE SIDING OR HALF - ROUNDS BY 'CERTAINTEED' WEATHERBOARDS FIBERCEMENT SIDING. MATCH EXIST. ROOFING (TYP.) FLASHING PER IRC 103.8 4 •03.2 FOR ROOF, DOORS, t WINDOWS. (TYP) EXPOSED 'NARDI PLANK' BEVEL SIDING OR LAP BY 'CERTAINTEED' WEATHERBOARDS FIBERCEMENT SIDING ON EXISTING WALL ALSO. (TYP,) APPROX. GRADE LINE 'ELDORADO STONE' OR 'CORONADO STONE' VENEER (TYP) APPROX. GR.4*CE LINE VERIFY EXISTING PITCH OF 4 L NEW ADDITION EXISTING BUILDING • EAST ELEVATION POI D51 REVIEWED FOR CODE COMPLIANCE NOTE: 1i021rY ALL TRUSS CON FI!:URATIONS AND BEARING POINTS WITH 'THE TRUSS COMPANY'. MANUFACTURE. PRIOR TO ORDERING AND CONSTRUCTION. SCALE I /4" = 1'-0" SCALE: V4" = 1 • FEB 16 ZOO/ City Of Tukwila BUILDING DIVISION • 5LJILPING SECTION "S -S" f!fT� 1` • FE8 1 } 1I,g7- :' ( XLV Esi REVISIONS: 0 z ›I• 41: la ce o p imm I OD ILI IL4 ( , 1 ! To a iE i3 J la D O � O F- � Nt w � a pm' 0>' Ili Q 0 --a. z spp$� E o5 ,..N 0 E� a caa= a ! 3a fav 0§g 073 aim =A °adv 0o pZ.$p5ma o5 2 `' n1 a 0 0 c 2LL Q z 0 01 q 0 2. 0 0 2 d :I O altY s •uEa Eg E_a _o O v p • a = a .„3 v e . �aES a E, 3 a a•c 'a cct- o_a t� E c doh o: =vE °c p -w r '�ao�Es m °at Ooo83 ddH . =)$T- alt s,; *wT_ za. ss.t, GALEt G KAR EL= ernes 206- 144-S380 fax 210434o4641 DRAWN BY: Gal JOB raktem, I O0704RA DATE: Fay 09, 2001 SHEET I t a • • • • • • 1 WOW) g@NWE n NX Ll W LIFE Em 2200 MERCHANT WAY EVERETT, WA 98208 TEL.: (425) 338 0342 K9ABRA @WORLONET.ATT.NE1 mfg 4 i/'- '7 0 z >- I- Id z z w 0 0 Z O 0 D Q REVISIONS BY:K' DATE: 02/07/07 JOB: 20640 DRAWN: KYS SCALE: 3/4 Si 1 t 0 4' -0" MIN. TRUSSES PER PLAN H2.5 CUPS 0> 24" O.C. STUDS I ROOF PLY. 4 -16d TOENAILS TRUSS TO PLATE ROOF PLY. EDGE NAILING PER PLAN 2X VENTED SOLID BLOCKING TOE NAIL W/ 3 -16d NAILS 16d ® 16" o.c. - (TYP.) END OF PLATE -----„....,.... ,. 25 - 16d AT EA. END TO TRUSS Y i •f` SPLICE AND -+- NOTE: AND NAIL SHEARWALLS. •+- TOP PLATES ELEVATION -0- AS SHOWN AT ALL EXTERIOR -•- STUDS WALLS r A35 CLIPS PER SHEAR WALL SCHEDULE PLY. EDGE NAILING PER SHEAR WALL SCHEDULE PLY. PER PLAN PER PLAN TYPICAL EAVE TYP. TOP PLATE SPLICE 4 SHEAR WALL SCHEDULE TYPICAL ROOF SHEATHING SHEAR WALL SCHEDULE 1/2" CDX PLYWOOD. INDEX 32/16. UNBLOCKED. LAID UP WI FACE GRAIN PERPENDICULAR TO FRAMING BELOW. STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS 8d ®s "o.c. MARK SHEATHING PANEL EDGE FRAMING PANEL EDGE NAIL (STAGGERED) FASTEN DOUBLE TOP PLATE TO FRAMING ABOVE BOTTOM PLATE AND SILL PLATE ATTACHMENT BOTTOM PLATE NAIUNG TO FRAMING BELOW SILL PLATE SILL PLATE tO ANCHORING TO CONCRETE ALL SUPPORTED EDGES________ 0 6 "o.c. ___8d FIELD ®12 o.c. 0 7/16 PLY. or 0.5.6. ONE SIDE 3x STUD 8d 0 3 o.c. a35 ales 0 8 o.c. TO 16d 0 3 o.c. 2x 5/811 x10 A8. 0 16 o.c. ____________8d TYPICAL FLOOR SHEATHING 455 SHEARWALL NOTES: LOCATIONS WITH SAME WITH 5/8" DIAMETER SAME SPACING As SPEWED pD1•••-• ..� A INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1 - LINDICATES SHEAR WALL CAPACITY (Ibs. /ft.) 3/4 T&G. CDX PLYWOOD. INDEX 40/20. UNBLOCKED. LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS..________8d 0 6 "o.c. AIL SUPPORTED EDGES_ __ 0 6 "o.c. lif 9. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOEDOWN 2. SHEARWML PLYWOOD & NAIUNG CONTINUES FOR FULL LENGTH OF EDGE NAIUNG PATTERN. WALL SECTION U.N.O. 10. AT EXISTItG CONCRETE ANCHOR BOLTS CAN HE SUBSTITUTED 3. ALL ANCHOR BOLTS SHALE HAVE 2' x 2 x 3/16` HOT DIPPED GALVANIZED PLATE WASHERS. EXPANSION BOLTS M TH 7" MIN EMBEDMENT AT THE 4. SOUD BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. FOR ANCHOR BOLTS 5. NAMING APPUES TO ALL PANEL EDGES. TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE 8d COMMON NAILS 8. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d 0 12 oc.. 48d FIELD______ -- - ,�__ ��8d ®10 "o.c. t . ti R� C ��pyCE Ar:enA��� �E8 1 6 2401 ► _ � GEC{ 4 u� kw i;U glll� - � I �IG D� IS��� STUDS PER PUN ---.. FLOOR PLY. PER PLAN � _` � ` �` . 2X SILL PLATE W/ • A.B.'S PER SHEARWALL SCHEOU�= PLY. PER SHEARWALL _�� BOTTOM PLATE i NAILING PER SHEARWALL SCHEDULE PLY. NAILING PER ' SHEAR: *L! SCHEDULE / - -- -- - --- - - - - f - .o 3 -$4 COUNT. - � � . 8.. — - - - -- _ _ _ NEW 1 EXISTING •<‹. STUDS PER PLAN 1� ` _ FLOOR PLY. PER PLAN 2X SILL PLATE W/ A.B.'S PER 't SHEARWALL SCHEDULE ! 1 PLY. PER SHEARWALL ..��SCHEOULE BOTTOM PLATE NAIUNG PERAPA i SHEARWAL.L SCHEDULE PLY. NAILING PER 2x TOP PLATE 2• -4" 2- 2xSTUDc EDGE NAIL PLY. TO EA. MULTIPLE STUD .. ♦ ( HEADER 0THING T E.W. 3 - 2x STUDS 8d NAILS ®3�o.c. NAIL TO ALL PLATES HEADERS AND STUDS 3 - 2x PLATES ; o 1 co . I Q `� :: d • . • • .. I .. • - / / / ti / / . • SIMPS M ALL A LL HOLES TT286 W/ HOEDOWN 16d NAILS A.B. PER SHEAR WALL SCHEDULE 1 ^ /2.. DAM. LAG SCREWS @ 24 O.C. 2X STUD WA! L FOOTING EMBED HORIZONTAL .1 -- , - N' ♦ 2X STUD WALL , ; SILL PLATE FOOTl' G EXISTING HEADER EXTEND OVER ENTIRE SHEARWALL (VERIFY) RATED SHEATHING 7/16 MiN. 24/0 EXP.1 ! MTT28B HOEDOWN .. • • • . : - .. • • : i O F CONCRETE • • __ i • . REINFORCEMENT SHEA SCHEDULE / f i` 1 / f I f 2 - #4 CONT. 2 - #4 CONT. �� �� OF 0. NEW FOOTING t t ' F 3 40AL1 H c02 - TE ' / THREAD ROD. EMBED fi Y:v, cti ^ FOUNDA "e:Ol - - CONC. s I 4" INTO EXISTING FOOTING IN HIGH STRENGTH EPDXY • GROUT 'TOP —� `` j • I IA = _ o ---- /4 0 1 C.C. EA. WAY • ,. c - X - _ 1 c i,; f .. _ t: q i : `'. 12. 1 KAY6 0 C o X ` _ -� � � i� ; . _ , to I 'DIA.U. ANCHOR BOLTS oR 2 - 5/8'O'.7A.1R. EXpJINSON BOLTS EMiBE 7u:N. , CONNOUS FOOTING — r 3 -�; COUNT. / - �l z �� W/ SIMPSON ' E EPDXY -T. GROUT RECEIVED ELEVATION —- -- . .- EXISTING TO NEW FOOTING - z" t.. T- 2-'_ -- or -0 EXTERIOR WALL TO FOOTING I , ; 8 ----e—, -- 0 FEB 1 - TYPICAL MTT286 HOEDOWN 7 , ELEVATION a - -- EXTERIOR WALL TO FOOTING SHEAR WALL AT GARAGE 4 t a • • • • • • 1 WOW) g@NWE n NX Ll W LIFE Em 2200 MERCHANT WAY EVERETT, WA 98208 TEL.: (425) 338 0342 K9ABRA @WORLONET.ATT.NE1 mfg 4 i/'- '7 0 z >- I- Id z z w 0 0 Z O 0 D Q REVISIONS BY:K' DATE: 02/07/07 JOB: 20640 DRAWN: KYS SCALE: 3/4 Si 1 t 0